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100.0
0'
60.00'
60.00'
OCTOBER 2016
GREENE COUNTY
INTERSECTION OF US 13 AND SR 1151
GRADING, PAVING AND DRAINAGE
25 50 10050
25 50 10050
5 10 20 10
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
0
0
PROFILE (HORIZONTAL)
44848.1.1 PE
44848.2.1 RW
44848.3.1 CONST
HSIP-0013(064)
HSIP-0013(064)
HSIP-0013(064)
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
NO.TOTALSHEETS
N.C.SHEET
1
Prepared in the Office of:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
DIVISION OF HIGHWAYS
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
DB00351
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
09/08/99
W-5702A DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
16-
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_S
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CO
NT
RA
CT:
W-5702A
AR
TM
E
N
N
A
S
O H
DE
P
TOF TRA
SPO
RT
TIO
N
TA
TE
OF N RTC
A
RO
LIN
A
NAD 83/95
NC GRID
NAD 83/95
NC GRID
W-5702A
PR
OJE
CT:
1704 N. Greene St. Greenville, NC 27834
PROJECT W-5702A LENGTH = 0.225 MILES
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
NO
NN
ACNIK .C
M
AIL
LIW
33793
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
NO
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ACNIK .C
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AIL
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33793
WILLIAM C KINCANNON, PE
LANG JONES
19
JULY 2017
PI Sta 16+82.25
D
L = 1,095.22'
T = 550.45'
R = 4,400.00'
PI Sta 33+96.66
D
L = 1,718.91'
T = 871.08'
R = 4,300.00'-L- PC Sta. 25+25.58-L- PT Sta. 22+27.01
-Y- POT Sta. 10+00.00
-Y- POT Sta. 12+11.71-L- POT Sta. 23+19.41
-L- POT Sta. 23+10.22-Y1- POT Sta. 10+00.00
-Y1- POT Sta. 12+24.28
-L- STA 17+00.00BEGIN PROJECT W-5702A
-L- STA 28+85.58END PROJECT W-5702A
T
T
HH
HH
NO REFERENCESNOW HILL, NC 285803568 HWY 13 SOUTHJERUSALEM METHODIST CHURCH
MB 30, PG 210DB 682, PG 241SNOW HILL, NC 285803524 HWY 13 SOUTH& JUDY C. TAYLORLARRY T. TAYLOR
MB 30, PG 210
BA
MB 30, PG 210DB 682, PG 237SNOW HILL, NC 285803442 HWY 13 SOUTHC/O ROGER GRANTGRANT'S GAS & GROCERY, INC.
DB 444, PG 697NEWPORT, NC 28570270 NEWPORT LOOP RD.WILLIAM M. CORBETT
MB 4, PG 77DB 646, PG 490ATLANTIC BEACH, NC 28512P.O. BOX 908CHRISTY D. BAKERJENNIFER G. LETCHWORTH, ETALVICKIE B. KEEL
MB 4, PG 77GARLAND, NC 28441P.O. BOX 475& DEBORAH B. HOLTEMMETT R. BARTLETT
SNOW HILL
US 13 TO
CO
RB
ET
T
TO
WN
RD
BU
RR
ELFIE
LD
RD
1
6"
6"
4"
6"
8"
8"
CP#11
CP#10
CP#13
CP#12
4"
6"
6"
1.0
3.4
1
.42
.40
.40
.52
1.46
.84
.37
.58
CL
AY
BR
OO
KE D
R
CO
RE
Y T
RAIL
ROBERT L TAYLOR LN1.0
3
.23
25P106
.82
2.22
.55
1202
1149
1151
1204
1150
CO
RB
ET
T T
OW
N R
D
GURGANUS RD
ME
WB
OR
N C
HU
RC
H R
D
WARRENTO
WN R
D
WARRENTOW
N RD
BU
RR
ELLFIE
LD R
D
GRANT SAND HOLE RD
5/26/2017
5/26/2017
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
TITLE SHEET
SUMMARY OF QUANTITIES
GRADING AND SURFACING OR RESURFACING AND WIDENING:
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES
ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT
ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE
PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A
PROPER TIE-IN.
GRADING:
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED OR
FUTURE SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES
MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE
ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.
SHOULDER CONSTRUCTION:
ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01.
SIDE ROADS:
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE
SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT.
THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS
INVOLVED.
RIGHT-OF-WAY MARKERS:
ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY OTHERS.
UTILITIES:
SHEET NO.PROJECT REFERENCE NO.
1A W-5702A
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8/17/99
GENERAL NOTES: 2012 SPECIFICATIONS
EFFECTIVE: 01-17-2012
REVISED: 07-30-2012
SUBSURFACE PLANS:
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD
MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
PLANSHEET
INDEX OF SHEETS
INDEX OF SHEETS, GENERAL NOTES, STANDARD DRAWIINGS1A
3
1
1B CONVENTIONAL SYMBOLS
2 TYPICAL SECTIONS
3A
4
SUMMARY OF EARTHWORK
PM1
X1A
EC1-EC3 EROSION CONTROL SHEETS
CROSS SECTION SUMMARY
CROSS SECTION SHEET
GREENE COUNTY REGIONAL WATER SYSTEMS
SOUTH GREENE WATER CORPORATION
CENTURYLINK
TIME WARNER CABLE
OWNERS:
UC1-UC4 UTILITY CONSTRUCTION SHEETS
PAVEMENT MARKING SHEET
1633.01 MATTING INSTALLATION
1605.01 TEMPORARY SILT FENCE
DIVISION 16 - EROSION CONTROL AND ROADSIDE DEVELOPMENT
1205.04 INTERSECTIONS
1205.01 LINE TYPES OFFSETS
DIVISION 12 - PAVEMENT MARKINGS, MARKERS AND DELINEATION
1101.02 TEMPORARY LANE CLOSURES
DIVISION 11 - WORK ZONE TRAFFIC CONTROL
852.01 CONCRETE ISLANDS
DIVISION 8 - INCIDENTALS
560.01 METHOD OF SHOULDER CONSTRUCTION - METHOD I
DIVISION 5 - SUBGRADE, BASES AND SHOULDERS
300.01 METHOD FOR PIPE INSTALLATION
DIVISION 3 - PIPE CULVERTS
225.02 GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL
200.2 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
X1-X3
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.
1B W-5702A
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
NOTE: PAVEMENT EDGE SLOPES ARE 1 : 1 UNLESS SHOWN OTHERWISE.
CL
GRADEPOINT
ORIGINAL GROUND
C1 C1
E1
D1 D1
GRADE TO THIS LINEGRADE TO THIS LINE
E1
ORIGINAL GROUNDVAR. SEE X-SECS VAR. SEE X-SECS
T U U T
4' 4'
USE TYPICAL SECTION #1 (NTS)
ORIGINAL GROUNDORIGINAL GROUND
RE
VISIO
NS
ROADWAY DESIGN
ENGINEER ENGINEER
SHEET NO.PROJECT REFERENCE NO.
2W-5702A
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8/17/99
0' - 6'
D2 D2
PAVEMENT DESIGN
VAR 28' - 40'
14' 14'0' - 6'
VAR. VAR.
-L- 17+00.00 - 28+85.58
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
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ENGINEER
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SEAL
NO
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33793
3:13:1
3:1 3:1
C1
E1
EARTH MATERIAL.
EXISTING PAVEMENT.
T
U
D1
AN AVERAGE RATE OF 168 LBS. PER SQ.YD.
PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT
I19.0B, AT AN AVERAGE RATE OF 399 LBS. PER SQ. YD.
PROP. APPROX. 3.5" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE
THAN 2.5" OR GREATER THAN 4" IN DEPTH.
COURSE, TYPE I19.0B, TO BE PLACED IN LAYERS NOT LESS
PROPOSED VARIABLE DEPTH ASPHALT CONCRETE INTERMEDIATE
D2
AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD.
PROP. APPROX. 5.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,
5/26/2017 5/26/2017
ITEM DESCRIPTIONSECT
801 CONSTRUCTION SURVEYING
1 LS GRADING
ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B
125
1
800 MOBILIZATION
610 TON ASPHALT CONCRETE BASE COURSE, TYPE B25.0B
610 TON ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B
610 TON
620 TON ASPHALT BINDER FOR PLANT MIX, GRADE PG64-22
1
QUANTITY UNIT
LS
1 LS
1605 LF
1660 ACRE SEEDING AND MULCHING
501661
1661 TON
SEED FOR REPAIR SEEDING
FERTILIZER FOR REPAIR SEEDING
LB
0.2
1615 ACRE
501620
1620 TON
0.5 TEMPORARY MULCHING
LB SEED FOR TEMPORARY SEEDING
FERTILIZER FOR TEMPORARY SEEDING0.25
RESPONSE FOR EROSION CONTROLEA4SP
LFSP
370
310 LF
TON #57 STONE
226
300 20 FOUNDATION CONDITIONING MATERIAL, MINOR STRUCTURESTON
300 40 SY FOUNDATION CONDITIONING GEOTEXTILE
COIR FIBER WATTLE
545 TON INCIDENTAL STONE BASE20
15" DRAINAGE PIPE130
240
500
101610 TON
TEMPORARY SILT FENCE
LBSP 2 POLYACRYLAMIDE
1631 SY MATTING FOR EROSION CONTROL
SUMMARY OF QUANTITIES5/28/99 SHEET NO.PROJECT REFERENCE NO.
3 W-5702A
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
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340 LF PIPE REMOVAL
852 SY 5" MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED)250
60
140
70
LS1 TEMPORARY TRAFFIC CONTROL
SFSP WORK ZONE ADVANCE/GENERAL WARNING SIGNING
LF1205
LF1205 THERMOPLASTIC PAVEMENT MARKING LINES (4", 90 MILS)
EA1205 THERMOPLASTIC PAVEMENT MARKING SYMBOLS (90 MILS)
LF1205 THERMOPLASTIC PAVEMENT MARKING LINES (24", 120 MILS)
THERMOPLASTIC PAVEMENT MARKING LINES (4", 120 MILS)
EA1205 THERMOPLASTIC PAVEMENT MARKING LINES (12",90 MILS)
2
2501
SP
STONE FOR EROSION CONTROL, CLASS B
5SP
44
278
96
4894
107
1 113.15 113.05 30'0.33%-L- 18+99.13 DRIVEWAY PIPELT
2 113.90 113.80 20'0.50%-L- 19+70.61 LT 21' DRIVEWAY PIPE
3 114.90 114.80 20'0.50%-L- 20+70.70 LT DRIVEWAY PIPE
4 115.60-L- 21+48.85 LT
J.B. STD. 840.3
1 O
R 840.3
2
G.D.I. FR
AM
E
WIT
H
GR
ATE STD. 840.2
2
G.D.I. FR
AM
E
WIT
H
TW
O
GR
ATES STD. 840.2
2
G.D.I. (N.S.) F
RA
ME
WIT
H
GR
ATE STD. 840.2
4
G.D.I. (N.S.) F
RA
ME
WIT
H
TW
O
GR
ATES STD. 840.2
4
SIZE A B
QU
AN
TITIE
S
FO
R
DR
AIN
AG
E
STR
UC
TU
RES
ENDWALLS
STATION
STR
UC
TU
RE
NO.
R.C.P.
C.S.P.
.109
.079
.109
PER E
AC
H (0' TH
RU 5.0')
5.0' TH
RU 10.0'
10.0'
AN
D
AB
OVE
* TO
TA
L L.F. FO
R P
AY
QU
AN
TIT
Y S
HA
LL BE C
OL.
'A' + (1.3
X C
OL.'
B')
FR
OM
TO
TYPE OF GRATE
FE GC.B. STD. 840.0
1
OR STD. 840.0
2
ABBREVIATIONS16-
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LO
CA
TIO
N (L
T,R
T,
OR C
L)
4/04/06
REMARKS
SHEET NO.PROJECT REFERENCE NO.
3A
COMPUTED BY:
CHECKED BY: DATE:
DATE:03-08-16
03-10-16
LJ
TP
12" 15" 18" 24" 30" 36" 42" 48" 12" 36" 42" 48"
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
STANDARD 840.03
AND HOOD
FRAME, GRATES
CU. YDS.
OR GAUGE
THICKNESS
*FT.
LIN.
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SHEET NO.PROJECT REFERENCE NO.
TO
P ELE
VA
TIO
N
INVERT ELE
VA
TIO
N
INVERT ELE
VA
TIO
N
SLO
PE C
RITIC
AL
OTHERWISE)
NOTED
(UNLESS
STD. 838.80
OR
STD. 838.11
STD. 838.01,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
G.D.I. GRATED DROP INLET
G.D.I. (N.S.)(NARROW SLOT)GRATED DROP INLET
48"42"36"30"24"18"15"
DR
OP IN
LET (8
40.15)
CA
TC
H
BASIN
SEC
TIO
N
TR
AN
SITIO
NA
L
CO
NC
RETE
(RCP, CSP, CAAP, HDPE, or PVC)
DRAINAGE PIPE
CO
RR. STEEL ELB
OW
S
NO.
& SIZ
E
CO
NC.
CO
LLA
RS C
L. "B" C.Y. STD 840.7
2
CO
NC.
&
BRIC
K PIP
E PLU
G,
C.Y. STD. 840.7
1
PIP
E RE
MO
VA
L LIN.F
T.
DO
NO
T U
SE RC
P
DO
NO
T U
SE C
SP
DO
NO
T U
SE C
AAP
DO
NO
T U
SE
HD
PE
C.S. PIPE
15" 18" 24"
.064
.064
.064
.064
(CLASS III)
R.C. PIPE
12" 18" 24" 30" 36" 42" 48"15"
**" R.
C. PIP
E C
ULVERTS,
CO
NTR
AC
TO
R
DESIG
N
PIP
E
**" R.
C. PIP
E C
ULVERTS,
CO
NTR
AC
TO
R
DESIG
N
PIP
E
15" SID
E
DR
AIN
PIP
E
18" SID
E
DR
AIN
PIP
E
(CLASS IV)
R.C. PIPE
SUB-REGIONAL & REGIONALNOTE: Invert Elevations are for Bid Purposes only and shall not be used for project construction stakeout.
See "Standard Specifications For Roads and Structures, Section 300-5".
DR
OP IN
LET FR
AM
E
AN
D
GR
ATES (8
40.16)
5 115.64 115.54 20'0.50%-L- 25+20.64 LT 20' DRIVEWAY PIPE
6 114.17 114.07 20'0.50%-L- 27+23.61 LT
DO
T S
UPPLIE
D 95" X 67" C
AAP
W/H
EA
DW
ALLS
TOTAL: 130' 107'
STATION - STATION LOCATIONLINE REMOVAL (SY)
TOTAL
SAY
IN SQUARE YARDS
PAVEMENT REMOVAL SUMMARY
NOTE:
-L- 17+00.00 - 28+85.58
BORROWUNDERCUTLOCATION EMBT+%EXCAVATION
UNCLASSIFIED
0
SAY 567
567SUB TOTAL
IN CUBIC YARDS
SUMMARY OF EARTHWORK
WASTEEXCAVATION
BOX CULVERT
970
567970
970
LIST OF PIPES, ENDWALLS, ETC.
0
0
0
0
0
FOR AT THE CONTRACT LUMP SUM PRICE FOR "GRADING." GRUBBING AND REMOVAL OF EXISTING PAVEMENT WILL BE PAID EXCAVATION, BORROW EXCAVATION, FINE GRADING, CLEARING AND UNCLASSIFIED EXCAVATION, UNCLASSIFIED STRUCTURE APPROXIMATE QUANTITIES ONLY. DRAINAGE DITCH EXCAVATION,
W-5702A
DRIVEWAY PIPE
29'
21'115.50 0.50% 20'115.60
0.0'
16' DRIVEWAY PIPE
0
0
0
0
0
403
403
403
-L- -L- 17+00.00 - 28+85.58 0
100.0
0'
60.00'
60.00'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
RE
VISIO
NS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
1 R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4 W-5702A
16-
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R1151\
W5702
A_psh4.d
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$$$$
US
ER
NA
ME$$$$
8/17/99
NAD 83/95
NC GRID
Point North East Elevation Description10 620045.7930 2375519.4100
11 619913.7860 2375241.7410
12 620107.5360 2375826.4350
2375530.4900 117.7913
CP#10
CP#11
CP#12
CP#13
119.35
118.01
117.18
619758.2850
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
NO
NN
ACNIK .C
M
AIL
LIW
33793
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
NO
NN
ACNIK .C
M
AIL
LIW
33793
Station
-L-10+00.00
North East Description
-L-11+31.79
-L-22+27.01
-L-25+25.58
-L-42+44.48
-L-44+31.81
-Y1-10+00.00
-Y1-12+24.28
-Y-10+00.00
-Y-12+11.71
619357.8168 2374341.1117 CL POT
619434.9985
619959.8834
620069.7276
621000.6516
621131.9269
619990.4968
620210.7478
619786.1340
619993.8766
2374447.9371
2375405.9670
2375683.5919
2377114.9851
2377248.6170
2375483.3408
2375441.0205
2375532.6700
2375491.8828
CL PC
CL PT
CL PC
CL PT
CL POT
CL POT
CL POT
CL POT
CL POT
PI Sta 16+82.25
D
L = 1,095.22'
T = 550.45'
R = 4,400.00'
PI Sta 33+96.66
D
L = 1,718.91'
T = 871.08'
R = 4,300.00'-L- PC Sta. 25+25.58-L- PT Sta. 22+27.01
-Y- POT Sta. 10+00.00
-Y- POT Sta. 12+11.71-L- POT Sta. 23+19.41
-L- POT Sta. 23+10.22-Y1- POT Sta. 10+00.00
-Y1- POT Sta. 12+24.28
-L- STA 17+00.00BEGIN PROJECT W-5702A
-L- STA 28+85.58END PROJECT W-5702A
T
T
HH
HH
NO REFERENCESNOW HILL, NC 285803568 HWY 13 SOUTHJERUSALEM METHODIST CHURCH
MB 30, PG 210DB 682, PG 241SNOW HILL, NC 285803524 HWY 13 SOUTH& JUDY C. TAYLORLARRY T. TAYLOR
MB 30, PG 210
BA
MB 30, PG 210DB 682, PG 237SNOW HILL, NC 285803442 HWY 13 SOUTHC/O ROGER GRANTGRANT'S GAS & GROCERY, INC.
DB 444, PG 697NEWPORT, NC 28570270 NEWPORT LOOP RD.WILLIAM M. CORBETT
MB 4, PG 77DB 646, PG 490ATLANTIC BEACH, NC 28512P.O. BOX 908CHRISTY D. BAKERJENNIFER G. LETCHWORTH, ETALVICKIE B. KEEL
MB 4, PG 77GARLAND, NC 28441P.O. BOX 475& DEBORAH B. HOLTEMMETT R. BARTLETT
SNOW HILL
US 13 TO
CO
RB
ET
T
TO
WN
RD
BU
RR
ELFIE
LD
RD
1
6"
6"
4"
6"
8"
8"
CP#11
CP#10
CP#13
CP#12
4"
6"
6"
LOCATION
[ACRES]
TOTAL PARCEL AREA
[ACRES]
PARCEL AREA REMAINING
NO.
PARCEL PROPERTY OWNER NAME
RIGHT OF WAY AREA SUMMARY
0.0211 57.152 57.131LT -L-
[ACRES]
(RW)
AREA TO BE PURCHASED
DEBORAH B. HOLT
EMMETT R. BARTLETT &
50' LT-L- 23+93.79
50' LT-L- 23+50.21
92.82 LT-L- 23+58.31
30.00 RT-Y1- 11+00.14
30.00 RT-Y1- 10+56.56
30'-15"
20'-15"
20'-15"20'-15" 20'-15" 20'-15"
6
12
3 4 5
ELEVATIONINSTALL 6" WATERMAIN 3.0' BELOW GROUND
ELEVATIONINSTALL 6" WATERMAIN 3.0' BELOW GROUND ELEVATION
INSTALL 6" WATERMAIN 3.0' BELOW GROUND ELEVATION
INSTALL 8" WATERMAIN 3.0' BELOW GROUND ELEVATIONINSTALL 8" WATERMAIN 3.0' BELOW GROUND
TIE TO EXISTINGMECHANICAL JOI
NT RESTRAINT
45 DEGREE
-L-17+16.5
3; 45.0' RT
MECHANICAL JOINT RESTRAINT
45 DEGREE
TIE TO EXISITNG6"X6" 90 DEGREE BEND
-L-28+46.6
5; 45.0' RT
MECHANICAL JOINT RESTRAINT
45 DEGREE
TIE TO EXISTINGMECHANICAL JOI
NT RESTRAINT
45 DEGREE
-L-23+50.6
2; 45.0'RT
6"X6"X6" T
EE
PIPEENCASEMENTBEGIN
PIPEENCASEMENT END
REDUCER8" TO 6"
C
C
C
C C
C
C
C
C CC
C CC
C
C
C
C C CC
CC
F F
GV
GV
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NS
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R1151\
W5702
A_psh_P
MP1.d
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$$$$
US
ER
NA
ME$$$$
8/17/99
PMP1
NOTE
ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS FOR ROADS
AND STRUCTURES, NCDOT ROADWAY STANDARD DRAWINGS, AND THE
CURRENT EDITON OF THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES ( MUTCD ) . QUANTITIES FOR THESE ITEMS HAVE BEEN
PAINT MARKINGS AND TRAFFIC CONTROL DEVICES SHALL BE IN
PAVEMENT MARKING SCHEDULE
PAVEMENT MARKING LINES
ACCOUNTED FOR IN THE CONTRACT BID FORM. ALL EDGE LINES
SHALL BE 2' OFF EOP.
BA - THERMOPLASTIC ( LEFT ARROW, 90 MILS )
PAVEMENT MARKING SYMBOLS
AD
AA
AC
AE AA
AB
AHAF
AF
AD
AB
BA
AB - THERMOPLASTIC ( 4" WHITE, 120 MILS ) 9' MINI SKIP
AH
AE
ENGINEER
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
NO
NN
ACNIK .C
M
AIL
LIW
33793
ROADWAY DESIGN
BA
AG
AC
AF - THERMOPLASTIC ( 12" YELLOW, 90 MILS ) SOLID YELLOW DIAGONAL LINE
AA
AA
AA - THERMOPLASTIC ( 4" WHITE, 90 MILS ) EDGE LINE
AC - THERMOPLASTIC ( 4" WHITE, 120 MILS ) SOLID LANE LINE
AD - THERMOPLASTIC ( 4" YELLOW, 120 MILS ) SOLID DOUBLE YELLOW
AE - THERMOPLASTIC ( 24" WHITE, 120 MILS ) STOP BAR
AG - THERMOPLASTIC ( 4" YELLOW, 120 MILS ) SOLID YELLOW SKIP
AH - THERMOPLASTIC ( 4" WHITE, 120 MILS ) 6' MINI SKIP
-L- STA 17+00.00
BEGIN PROJECT W-5702A
-L- STA 28+85.58
END PROJECT W-5702A
5/26/2017
100.0
0'
60.00'
60.00'
09/08/99
16-
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US13
_S
R1151\
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A_psh_uc1.dgn
$$$$
US
ER
NA
ME$$$$
TIP P
ROJE
CT:
UTILITIES PROJECT DESIGNER
XXDE
PA
RT
M
ENT OF TRANSPO
RT
ATI
ON
ST
ATE
OF
NORTH CAR
OLI
NA
SEAL
0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
SHEET NO.
UTILITY CONSTRUCTION PLANS
STATE OF NORTH CAROLINADIVISION OF HIGHWAYS
T.I.P. NO.
TYPE OF WORK: WATER MAIN RELOCATION
50 50
50 50
2010510
25 100
25 100
INDEX OF SHEETS
SHEET NO. DESCRIPTION
UC-1 TITLE SHEET
WATER OWNER ON PROJECT PREPARED IN THE OFFICE OF:
DIVISION OF HIGHWAYS
FAX (252) 830-3352PHONE (252) 439-2800GREENVILLE, NC 27835P.O. BOX 1587UC-2 SUMMARY OF QUANTITIES
UC-3 UTILITY CONSTRUCTION SHEET
UTILITIES ENGINEER
UC-4 DETAILS SHEET
DIVISION 2 - DDC
(NOT TO SCALE)
VICINITY MAP
UC-1
GREENE COUNTY
W-5702A
W-5702A
(1) SOUTH GREEN WATER CORPORATION
(2) GREEN COUNTY REGIONAL WATER SYSTEMS
WILLIAM C KINCANNON, PE
LOCATION: INTERSECTION OF US13 AND SR1151
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
NO
NN
ACNIK .C
M
AIL
LIW
33793
RICH GODLEY
ELEVATIONINSTALL 6" WATERMAIN 3.0' BELOW GROUND
ELEVATIONINSTALL 6" WATERMAIN 3.0' BELOW GROUND ELEVATION
INSTALL 6" WATERMAIN 3.0' BELOW GROUND
ELEVATION
INSTALL 8" WATERMAIN 3.0' BELOW GROUND ELEVATIONINSTALL 8" WATERMAIN 3.0' BELOW GROUND
1700
1701
1702
170317041705
17061707
1708
1709
TIE TO EXISTINGMECHANICAL JOI
NT RESTRAINT
45 DEGREE
-L-17+16.53
; 45.0' RT
MECHANICAL JOINT RESTRAINT
45 DEGREE
TIE TO EXISITNG6"X6" 90 DEGREE BEND
-L-28+46.6
5; 45.0' RT
MECHANICAL JOINT RESTRAINT
45 DEGREE
TIE TO EXISTINGMECHANICAL JOI
NT RESTRAINT
45 DEGREE
-L-23+50.6
2; 45.0'RT
6"X6"X6" T
EE
PIPEENCASEMENTBEGIN
PIPEENCASEMENT END
REDUCER8" TO 6"
PI Sta 16+82.25
D
L = 1,095.22'
T = 550.45'
R = 4,400.00'
PI Sta 33+96.66
D
L = 1,718.91'
T = 871.08'
R = 4,300.00'-L- PC Sta. 25+25.58-L- PT Sta. 22+27.01
-Y- POT Sta. 10+00.00
-Y- POT Sta. 12+11.71-L- POT Sta. 23+19.41-L- POT Sta. 23+10.22
-Y1- POT Sta. 10+00.00
-Y1- POT Sta. 12+24.28
-L- STA 17+00.00BEGIN PROJECT W-5702A
-L- STA 28+85.58END PROJECT W-5702A
NO REFERENCESNOW HILL, NC 285803568 HWY 13 SOUTHJERUSALEM METHODIST CHURCH
MB 30, PG 210DB 682, PG 241SNOW HILL, NC 285803524 HWY 13 SOUTH& JUDY C. TAYLORLARRY T. TAYLOR
MB 30, PG 210
BA
MB 30, PG 210DB 682, PG 237SNOW HILL, NC 285803442 HWY 13 SOUTHC/O ROGER GRANTGRANT'S GAS & GROCERY, INC.
DB 444, PG 697NEWPORT, NC 28570270 NEWPORT LOOP RD.WILLIAM M. CORBETT
MB 4, PG 77DB 646, PG 490ATLANTIC BEACH, NC 28512P.O. BOX 908CHRISTY D. BAKERJENNIFER G. LETCHWORTH, ETALVICKIE B. KEEL
MB 4, PG 77GARLAND, NC 28441P.O. BOX 475& DEBORAH B. HOLTEMMETT R. BARTLETT
SNOW HILL
US 13 TO
CO
RB
ET
T
TO
WN
RD
BU
RR
ELFIE
LD
RD
1
6"
6"
4"
6"
8"
8"
CP#11
CP#10
CP#13
CP#12
4"
6"
6"
.52
.84 .37
.58
.82
GV
GV
1202
1151
1150
CO
RB
ET
T T
OW
N R
D
BU
RR
ELLFIE
LD R
D
5/26/2017
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
SUMMARY OF QUANTITIES
EA
QUANTITY UNIT ITEM DESCRIPTION
EA
LF
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8/17/99
LF536
UC-2
LF511
0.1 ACRES SEEDING AND MULCHING
6" GATE VALVE AND VALVE BOX
ENGINEER
UTILITIES
1
LF615 ABANDON 6" UTILITY PIPE
681
W-5702A
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
NO
NN
ACNIK .C
M
AIL
LIW
33793
8" GATE VALVE AND VALVE BOX
ABANDON 8" UTILITY PIPE
TEMPORARY SILT FENCELF
6" PVC PIPE - (AWWA C905)
8" PVC PIPE - (AWWA C905)
1200
SECTION
1510
1530
1660
1530
1510
1605
1515
1515 1
LF1540 60 10" ENCASEMENT PIPE
SP 416 LB DUCTILE IRON WATER PIPE FITTINGS
858 3 EA ADJUSTMENT OF VALVES
UTILITY CONSTRUCTION
5/26/2017
100.0
0'
60.00'
RE
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NS
SHEET NO.PROJECT REFERENCE NO.
ENGINEER
UC3W-5702A
8/17/99
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$$$$
US
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NA
ME$$$$
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
NO
NN
ACNIK .C
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33793
UTILITIES
(1) 8" TO 6" REDUCER
(1) 6" TEE
(1) 6" 90 DEGREE BEND
(2) 8" 45 DEGREE BEND
(2) 6" 45 DEGREE BEND
DUCTILE IRON WATER FITTINGS:
field conditions.
type of fittings will vary based on
is 416 pounds. The actual quantity and
Water Pipe Fittings on this plan sheet
The estimated quantity of Ductile Iron
(SOUTH GREENE WATER CORPORATION)
OWNER OF THE EXISTING 6" WATERLINE
(GREENE COUNTY REGIONAL WATER SYSTEM)
OWNER OF THE EXISTING 8" WATERLINE
ELEVATION
INSTALL 6" WATERMAIN 3.0' BELOW GROUND
ELEVATION
INSTALL 6" WATERMAIN 3.0' BELOW GROUND
ELEVATION
INSTALL 6" WATERMAIN 3.0' BELOW GROUND
ELEVATION
INSTALL 8" WATERMAIN 3.0' BELOW GROUND
ELEVATION
INSTALL 8" WATERMAIN 3.0' BELOW GROUND
TIE TO EXISTING
MECHANICAL JOINT RESTRAINT
45 DEGREE
-L-17+16.53; 45.0' RT
MECHANICAL JOINT RESTRAINT
45 DEGREE
TIE TO EXISITNG
6"X6" 90 DEGREE BEND
-L-28+46.65; 45.0' RT
MECHANICAL JOINT RESTRAINT
45 DEGREE
TIE TO EXISTING
MECHANICAL JOINT RESTRAINT
45 DEGREE
-L-23+50.62; 45.0'RT
6"X6"X6" TEE
PIPE
ENCASEMENT
BEGIN
PIPE
ENCASEMENT
END
REDUCER
8" TO 6"
PI Sta 16+82.25D
L = 1,095.22'T = 550.45'R = 4,400.00'
-L- PC Sta. 25+25.58
-L- PT Sta. 22+27.01
-Y- POT Sta. 10+00.00
-Y- POT Sta. 12+11.71-L- POT Sta. 23+19.41
-L- POT Sta. 23+10.22
-Y1- POT Sta. 10+00.00
-Y1- POT Sta. 12+24.28
-L- STA 17+00.00
BEGIN PROJECT W-5702A
-L- STA 28+85.58
END PROJECT W-5702A
T
T
HH
HH
NO REFERENCE
SNOW HILL, NC 28580
3568 HWY 13 SOUTH
JERUSALEM METHODIST CHURCH
MB 30, PG 210
DB 682, PG 241
SNOW HILL, NC 28580
3524 HWY 13 SOUTH
& JUDY C. TAYLOR
LARRY T. TAYLOR
MB 30, PG 210
B
A
MB 30, PG 210
DB 682, PG 237
SNOW HILL, NC 28580
3442 HWY 13 SOUTH
C/O ROGER GRANT
GRANT'S GAS & GROCERY, INC.
DB 444, PG 697
NEWPORT, NC 28570
270 NEWPORT LOOP RD.
WILLIAM M. CORBETT
MB 4, PG 77
DB 646, PG 490
ATLANTIC BEACH, NC 28512
P.O. BOX 908
CHRISTY D. BAKER
JENNIFER G. LETCHWORTH, ETAL
VICKIE B. KEEL
MB 4, PG 77
GARLAND, NC 28441
P.O. BOX 475
& DEBORAH B. HOLT
EMMETT R. BARTLETT
SNOW HILL
US 13 TO
CO
RB
ET
T
TO
WN
RD
BU
RR
ELFIE
LD
RD
1
6"
6"
6"
8"
8"
CP#11
CP#10
CP#12
4"
6"
6"
17 18 19 20 21 22
90
100
110
120
24 25 26 27 28
90
100
110
120
GV
GV
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8/17/99
UC-4
TOP OF PIPE
FILL
COMPACTED BACK
MATERIAL
EMBEDMENT HAUNCHING
MINIMUM
4" BEDDING
FOR 3' TO 14' DEPTHS
STANDARD BEDDING
TRENCH WALL
UNDISTURBED
COMPACTED BACK FILL
TRENCH WALL
UNDISTURBED
MATERIAL
EMBEDMENT
BACKFILL
INITIAL
HAUNCHING
BEDDING
PIPE
LINE OF
SPRING
FOR 14'-20' DEPTHS
SPECIAL BEDDING
6"
6" MINIMUM
NTS
TO SOIL TYPE, OR MOISTURE CONDITIONS.
3. STANDARD BEDDING SHALL BE UTILIZED FOR ALL CASES WHERE TRENCH BOTTOMS ARE UNSTABLE DUE
CLASS I MATERIAL.
2. EMBEDMENT MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY FOR
1. EMBEDMENT MATERIAL MUST BE CLASS I (NO. 67 OR NO. 78M WASHED STONE IS TYPICALLY USED).
NOTES:
JOINT GATE VALVE DETAIL
NTS
TYPICAL RESILIENT MECHANCIAL
1"
O-RING
O-RING
O-RING
NUT
2" OPERATING
SECTION VIEW
PLAN VIEWMAIN
7-
1/
2"
CL
MINIM
UM
AT 3000 P.S.I.
CONCRETE ENCASEMENT
(UNPAVED AREAS)
IN UNPAVED AREAS
GRADE
TYPICAL FINISHED
IN PAVED AREAS
GRADE
TYPICAL FINISHED
VALVE BOX COVER
BASE COURSE
CONCRETE MAY BE USED
H OR HB BITUMINOUS
12" THICKNESS I-2,
(PAVED AREAS)
VALVE BOX
CONTACT MAIN OR VALVE.
VALVE BOX SHOULD NOT
:NOTE TO CONTRACTOR
BACKFILL
TAMPED
VALVE
BACKFILL
TAMPEDBLOCKING
AT 3000 P.S.I.
CONCRETE ENCASEMENT
(UNPAVED AREAS)
CONCRETE MAY BE USED
H OR HB BITUMINOUS
12" THICKNESS I-2,
(PAVED AREAS) WATER
MAIN
1-
1/
2"
12"
MIN.
2'-0"
2'-
0"
5'-
0"
MA
XIM
UM
APPROPRIATE)
OR "SEWER" AS
(TO BE LABELED "WATER"
VALVE BOX COVER
TYPICAL VALVE BOX
NTS
AREAS.
3. PRECAST CONCRETE ENCASEMENT IS ALLOWED OUTSIDE OF PAVED
MANUFACTURER APPROVED EXTENSION KIT.
IS NO GREATER THAN 5' (ft.) FROM THE SURFACE USING A
2. VALVE OPERATING NUT MUST BE EXTENDED SO THAT THE DEPTH
1. ONLY MANUFACTURED VALVE BOX EXTENSIONS SHALL BE ALLOWED.
:NOTES BOTTOM SECTION
TOP SECTION
LID
WATER
7-5/16"
2"
4"
COMPLETE BOX
"SEWER" AS APPROPRIATE).
(TO BE LABELED WATER" OR
(RECESSED FLUSH).
1" RAISED LETTERING
OVER VALVE
BOX SHALL BE CENTERED
MANUFACTURER
SUPPLIED BY THE SAME
THE SAME MATERIAL AND
ALL PARTS SHALL BE OF
9"
7-5/8"
7-3/8"
6-3/8"
1-1/2"
1/4"
5-1/4"
5-3/4"
3/8"
8"
10-1/4"
6-1/2"
1-1/2"
2"
6-5/8"
7-1/8"
VA
RIA
BLE
VA
RIA
BLE
5-7/16"
7"
MANUFACTURED IN THE U.S.A.
3. ASSEMBLY SHALL BE DOMESTICALLY MADE AND
CAST FROM CLASS 35 GRAY IRON.
2. ENTIRE VALVE BOX ASSEMBLY & COVER SHALL BE
1. VALVE BOX COVER SHALL WEIGH A MINIMUM 26 lbs.
:NOTES
TYPICAL VALVE BOXNTS
(2) CLOSED PICKHOLES
TYPICAL BEDDING FOR FLEXIBLE & SEMI-RIGID PIPE
MINIMUM CONCRETE BLOCKING (C.Y.) *
4
6
8
10
12
14
16
18
20
24
CONCRETE SHALL BE 3000 P.S.I. MIX.
2) NO CONCRETE SHALL COVER BOLTS OR GLANDS.
1) FITTING SHALL BE WRAPPED WITH A MINIMUM 4 MIL PLASTIC.
:NOTES
EARTH
UNDISTURBED
31
31
31
31
32
43
1.0
311
321
2.0
3.03
14
3.0
312
2.0
211
1.0
43
21
31
31
31
31
21
32
43
1.0
311
321
312
DIAMETER INCHES
NOMINAL PIPE
DEAD ENDS
TEES &
*
NTS
STANDARD REACTION BLOCKING
ENGINEER
UTILITIES
W-5702A
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
NO
NN
ACNIK .C
M
AIL
LIW
33793
UTILITY CONSTRUCTION
DETAILS SHEET
5/26/2017
100.0
0'
60.00'
GRAPHIC SCALE
PLANS
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
NO.TOTALSHEETS
N.C.SHEET
DIVISION OF HIGHWAYS
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
STATE OF NORTH CAROLINA16-
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0
ROADSIDE ENVIRONMENTAL UNIT
PLAN FOR PROPOSEDHIGHWAY EROSION CONTROL
EROSION AND SEDIMENT CONTROL MEASURES
CONSTRUCTION.
GRUBBING PHASE OF
FOR CLEARING AND
EROSION CONTROL PLANS
THIS PROJECT CONTAINS
Temporary Silt Ditch
Temporary Silt Fence
Silt Basin Type B
TSD
Stilling Basin
TDTemporary Diversion
Temporary Rock Silt Check Type-B
Temporary Rock Silt Check Type-A
Temporary Rock Sediment Dam Type-ATemporary Rock Sediment Dam Type-B
Type A
Type B
Type C
A
B
C
Temporary Silt Fence
TSD
Std. # Description Symbol
Temporary Berms and Slope Drains
Rock Inlet Sediment Trap:
1630.031630.051605.01
1622.01
1633.01
1634.011634.021635.011635.021630.04
1632.01
1632.02
1632.03
Rock Pipe Inlet Sediment Trap Type-ARock Pipe Inlet Sediment Trap Type-B
Temporary Rock Sediment Dam Type A
Temporary Rock Sediment Dam Type B
Temporary Silt Fence
Roadway Standard Drawings
The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design
revison thereto are applicable to this project and by reference hereby are considered a part of
these plans.
Rock Pipe Inlet Sediment Trap Type A
EC-1
1606.01 Special Sediment Control Fence
1634.01
1634.02
1635.01
1605.01
1630.01
Temporary Berms and Slope Drains
1606.01
1622.01
Special Sediment Control Fence
Riser Basin
1635.02 Rock Pipe Inlet Sediment Trap Type B
1604.01 Railroad Erosion Control Detail
1607.01 Gravel Construction Entrance
Skimmer Basin
STANDARDS.
SENSITIVE WATERSHED
BEEN DESIGNED TO
THIS PROJECT HAS
Tiered Skimmer Basin
Infiltration Basin
Special Stilling Basin1630.06
Temporary Rock Silt Check Type-A withMatting and Polyacrylamide (PAM)
Wattle/Coir Fiber Wattle
Wattle/Coir Fiber Wattlewith Polyacrylamide (PAM)
1630.02
1633.02
NATURAL RESOURCES DIVISION OF WATER QUALITY.
ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011
WITH THE REGULATIONS SET FORTH BY THE
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest
1630.05 Temporary Diversion
1630.04 Stilling Basin
1630.03 Temporary Silt Ditch
1630.02 Silt Basin Type B
1630.06 Special Stilling Basin
1631.01 Matting Installation
1632.02
1632.01
Rock Inlet Sediment Trap Type B
Rock Inlet Sediment Trap Type A
1632.03 Rock Inlet Sediment Trap Type C
1633.01
1633.02 Temporary Rock Silt Check Type B
Temporary Rock Silt Check Type A
1640.01 Coir Fiber Baffle
1645.01 Temporary Stream Crossing
5025
Prepared in the Office of:
GREENVILLE, NC 27835
1704 NORTH GREENE STREET
2012 STANDARD SPECIFICATIONS
DIVISION 2 DDC
LOCATION:
(NOT TO SCALE)
VICINITY MAP
Certification #3510
Level III
Timothy Pinkham
INTERSECTION OF US 13 AND SR 1151
TIP P
ROJE
CT: W
-5702
A W-5702A
44848.2.1
44848.3.1 CONST
PE
RW
44848.1.1
3HSIP-0013(064)
HSIP-0013(064)
HSIP-0013(064)
PI Sta 16+82.25
L = 1,095.22'T = 550.45'R = 4,400.00'
-L- PC Sta. 25+25.58
-L- PT Sta. 22+27.01
-Y- POT Sta. 12+11.71-L- POT Sta. 23+19.41
-L- POT Sta. 23+10.22
-Y1- POT Sta. 10+00.00
-Y1- POT Sta. 12+24.28
CO
RB
ET
T
TO
WN
RD
6"
6"
6"
8"
8"
CP#11
CP#10
CP#12
4"
6"
6"
-L- STA 17+00.00
BEGIN PROJECT W-5702A
-L- STA 28+85.58
END PROJECT W-5702A
1202
1151
CO
RB
ET
T T
OW
N R
D
GURGANUS RD
BU
RR
ELLFIE
LD R
D
100.0
0'
60.00'
60.00'
RE
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EC 2
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0 50 1002550
PLANS
THE ENGINEER.
NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL REQUIRE PRIOR APPROVAL
BY ENGINEER.
ADDITIONAL EROSION CONTROL DEVICES MAY NEED TO BE INSTALLED
AS DIRECTED BY THE ENGINEER.
CONTRACTOR SHALL INSTALL SPECIAL SEDIMENT CONTROL FENCE OR
WATTLES IN LOW AREAS OF SILT FENCE AS NEEDED OR DIRECTED BY
SITE DESCRIPTION
SOIL STABILIZATION TIMEFRAMES
STABILIZATION TIME
7 DAYS
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYSIF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
NONE
SLOPES 3:1 OR FLATTER 14 DAYS
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
Std. # Description Symbol
1605.01
1632.03 Rock Inlet Sediment Trap Type C
SP Wattle with Polyacrylamide
SP Wattle
Ditch Flow Line
OF SILT FENCE AS NEEDED OR AS DIRECTED BY THE ENGINEER.
NOTE: THE CONTRACTOR SHALL INSTALL WATTLES IN LOW AREAS
W-5702A
Temporary Silt Fence
PI Sta 16+82.25
R = 4,400.00'
PI Sta 33+96.66D
L = 1,718.91'T = 871.08'R = 4,300.00'
-L- PC Sta. 25+25.58
-L- PT Sta. 22+27.01
-Y- POT Sta. 10+00.00
-Y- POT Sta. 12+11.71-L- POT Sta. 23+19.41
-L- POT Sta. 23+10.22
-Y1- POT Sta. 10+00.00
-Y1- POT Sta. 12+24.28
30'-15"
20'-15"
20'-15"
20'-15"
20'-15"
20'-15"
6
1
23
4
5
-L- STA 17+00.00
BEGIN PROJECT W-5702A
-L- STA 28+85.58
END PROJECT W-5702A
TRSC-A
TRSC-A
TRSC-A
TRSC-A
TRSC-A
TRSC-A
W/ PAM
18" WATTLE
W/ PAM
18" WATTLE
W/ PAM
18" WATTLE
W/ PAM
18" WATTLE
W/ PAM
18" WATTLE
W/ PAM
18" WATTLE
T
T
NO REFERENCE
SNOW HILL, NC 28580
3568 HWY 13 SOUTH
JERUSALEM METHODIST CHURCH
MB 30, PG 210
DB 682, PG 241
SNOW HILL, NC 28580
3524 HWY 13 SOUTH
& JUDY C. TAYLOR
LARRY T. TAYLOR
MB 30, PG 210
B
A
MB 30, PG 210
DB 682, PG 237
SNOW HILL, NC 28580
3442 HWY 13 SOUTH
C/O ROGER GRANT
GRANT'S GAS & GROCERY, INC.
DB 444, PG 697
NEWPORT, NC 28570
270 NEWPORT LOOP RD.
WILLIAM M. CORBETT
MB 4, PG 77
DB 646, PG 490
ATLANTIC BEACH, NC 28512
P.O. BOX 908
CHRISTY D. BAKER
JENNIFER G. LETCHWORTH, ETAL
VICKIE B. KEEL
MB 4, PG 77
GARLAND, NC 28441
P.O. BOX 475
& DEBORAH B. HOLT
EMMETT R. BARTLETT
SNOW HILL
US 13 TO
CO
RB
ET
T
TO
WN
RD
BU
RR
ELFIE
LD
RD
1
CP#11
CP#10
CP#13
CP#12
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CF
F
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8/17/99
CROSS SECTION
CROSS SECTION
TRAPEZOIDAL DITCH
VEE DITCH
ISOMETRIC VIEW
TOP VIEW
WATTLE WITH POLYACRYLAMIDE (PAM) DETAIL
EC-3W-5702A
RE
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SHEET NO.PROJECT REFERENCE NO.
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CROSS SECTION
CROSS SECTION
TRAPEZOIDAL DITCH
VEE DITCH
ISOMETRIC VIEW
TOP VIEW
WATTLE WITH POLYACRYLAMIDE (PAM) DETAIL
EC-3
TE
MP
OR
AR
Y
SI
LT
FE
NC
E
TE
MP
OR
AR
Y
SI
LT
FE
NC
E
1605.01 1605.01
1633.01 1633.01
TE
MP
OR
AR
Y
RO
CK
SI
LT
CH
EC
K
TY
PE
A'T
EM
PO
RA
RY
RO
CK
SI
LT
CH
EC
K
TY
PE
A'
CROSS SECTION
CROSS SECTION
TRAPEZOIDAL DITCH
VEE DITCH
ISOMETRIC VIEW
TOP VIEW
COIR FIBER WATTLE DETAIL
NOT TO SCALE
NATURAL GROUND
NATURAL GROUND
FLOW
2'(MAX.)
EDGE OF PAVEMENT
PAVEMENT
SHLD.
SLOPEBACK
SLOPE
DITCH
STAKE2' UPSLOPE
MATTING
STAKE2' DOWNSLOPE
STAKE2' UPSLOPE
MATTING
STAKE2' DOWNSLOPE
6'(MIN.)
12"(MIN.)
EXCELSIOR WATTLE
STAKEUPSLOPE
STAKEDOWNSLOPE
MATTING
MATTING
See Inset C
INSET C
See Inset B
INSET B
STAPLES
VAR.
2'(MIN.)
2 IN.
See Inset A
INSET A
STAKES
PAM
PAM(1 OZ.)
(1 OZ.)
PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN.
WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY
INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE
TO BE APPLIED TO EACH WATTLE.
LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS.
AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE
U SHAPE NOT LESS THAN 12" IN LENGTH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A
TO WEDGE WATTLE TO BOTTOM OF DITCH.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE
WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.
USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.
NOTES:
PAM(2 OZ.)
FLOW
PAM(1 OZ.)
PAM(1 OZ.)
NOT TO SCALE
NATURAL GROUND
NATURAL GROUND
FLOW
2'(MAX.)
EDGE OF PAVEMENT
PAVEMENT
SHLD.
SLOPEBACK
SLOPE
DITCH
STAKE2' UPSLOPE
MATTING
STAKE2' DOWNSLOPE
STAKE2' UPSLOPE
MATTING
STAKE2' DOWNSLOPE
6'(MIN.)
12"(MIN.)
EXCELSIOR WATTLE
STAKEUPSLOPE
STAKEDOWNSLOPE
MATTING
MATTING
See Inset C
INSET C
See Inset B
INSET B
STAPLES
VAR.
2'(MIN.)
2 IN.
See Inset A
INSET A
STAKES
PAM
PAM(1 OZ.)
(1 OZ.)
PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN.
WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY
INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE
TO BE APPLIED TO EACH WATTLE.
LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS.
AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE
U SHAPE NOT LESS THAN 12" IN LENGTH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A
TO WEDGE WATTLE TO BOTTOM OF DITCH.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE
WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.
USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.
NOTES:
PAM(2 OZ.)
FLOW
PAM(1 OZ.)
PAM(1 OZ.)
FILTER FABRIC
COMPACTED FILL
WIRE
NOTES
OF 6 LINE WIRES WITH 12" STAY
SPACING.
DIRECTED BY THE ENGINEER.
FILTER FABRIC
8"
4"
WIRE INTO TRENCH
EXTENSION OF FABRIC AND
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)
1 1 1 1
SHALL BE 12• GAUGE MIN.
MIDDLE AND VERTICAL WIRES
SHALL BE 10 GAUGE MIN.
TOP AND BOTTOM STRAND
RA
LEI
GH,
N.
C.
DI
VISI
ON
OF
HI
GH
WA
YS
DEP
T.
OF
TR
ANSP
OR
TA
TI
ON
NO
RT
H
CA
RO
LI
NA
ST
AT
E
OF
RA
LEI
GH,
N.
C.
DI
VI
SI
ON
OF
HI
GH
WA
YS
DE
PT.
OF
TR
AN
SP
OR
TA
TI
ON
NO
RT
H
CA
RO
LI
NA
ST
AT
E
OF
SHEET OF SHEET OF
EN
GLI
SH
ST
AN
DA
RD
DR
AWI
NG
FO
R
EN
GLI
SH
ST
AN
DA
RD
DR
AWI
NG
FO
R
STEEL POST - 2'-0" DEPTH
USE WIRE A MINIMUM OF 32"
IN WIDTH AND WITH A MINIMUM
USE FILTER FABRIC A MINIMUM
OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE WIRE AS
PROVIDE 5'-0" STEEL POST OF THE
SELF-FASTENER ANGLE STEEL TYPE.
FLOW
A A
*T = 12" MIN., 18" MAX.
H
WIDTH
*T
PLAN
SECTION A-ASECTION B-B
B
B
2/3 CHANNEL
STRUCTURAL STONE
SEDIMENT CONTROL STONE
2' MIN
2' MIN
L=3xH
12"
1 1 1 1
RA
LEI
GH,
N.
C.
DI
VISI
ON
OF
HI
GH
WA
YS
DEP
T.
OF
TR
ANSP
OR
TA
TI
ON
NO
RT
H
CA
RO
LI
NA
ST
AT
E
OF
RA
LEI
GH,
N.
C.
DI
VI
SI
ON
OF
HI
GH
WA
YS
DE
PT.
OF
TR
AN
SP
OR
TA
TI
ON
NO
RT
H
CA
RO
LI
NA
ST
AT
E
OF
SHEET OF SHEET OF
EN
GLI
SH
ST
AN
DA
RD
DR
AWI
NG
FO
R
EN
GLI
SH
ST
AN
DA
RD
DR
AWI
NG
FO
R
CONTROL STONE.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
FOR STRUCTURAL STONE.
USE CLASS 'B' EROSION CONTROL STONE
NOTE
NATURAL GROUND
NATURAL GROUND
FLOW
2'(MAX.)
EDGE OF PAVEMENT
PAVEMENT
SHLD.
SLOPEBACK
SLOPE
DITCH
STAKE2' UPSLOPE
MATTING
STAKE2' DOWNSLOPE
STAKE2' UPSLOPE
MATTING
STAKE2' DOWNSLOPE
6'(MIN.)
12"(MIN.)
STAKEUPSLOPE
STAKEDOWNSLOPE
MATTING
MATTING
See Inset B
INSET B
STAPLES
VAR.
2'(MIN.)
2 IN.
See Inset A
INSET A
STAKES
STANDARD SPECIFICATIONS.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
CROSS SECTION.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE.
NOTES:
COIR FIBER WATTLE
Rev 3/6/01
PROJ. REFERENCE NO. SHEET NO.
IN CUBIC YARDS
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
CROSS-SECTION SUMMARY
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X-1A
NOTE: EMBANKMENT COLUMN DOES NOT INCLUDE BACKFILL FOR UNDERCUT.
NOTE:
CONTRACT LUMP SUM PRICE FOR "GRADING." AND REMOVAL OF EXISTING PAVEMENT WILL BE PAID FOR AT THE BORROW EXCAVATION, FINE GRADING, CLEARING AND GRUBBING APPROXIMATE QUANTITIES ONLY. UNCLASSIFIED EXCAVATION,
UNCLASSIFIED
EXCAVATIONEMBANKMENT
LOCATIONUNDERCUT
0 0
W-5702A
17+00.00
17+50.00
20+00.00
20+50.00
26 7
50 15
60 23
50 27
35 11
23
67 32
75 29
71 33
60 35
36 27
17 24
9 12
18+00.00
18+50.00
18+84.00
19+00.00
19+50.00
21+00.00
21+50.00
22+00.00
22+50.00
23+00.00
5 023+50.00
(-L-)
25+50.00
26+00.00
26 2
47 4
52 12
48 27
46 39
38 42
20 40
11 37
9 32
7 24
24+00.00
24+50.00
25+00.00
26+50.00
27+00.00
27+50.00
28+00.00
28+50.00
2 1028+85.58
103
0000
1010
1010
20
20
20
20
30
30
30
30
40
40
40
40
50
50
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SHEET NO.
10/26/98
0
PROJ. REFERENCE NO.
115
115
120
120
110
110
17+
00.0
0
115
115
120
120
110
110
17+
50.0
0
115
115
120
120
110
110
18+
00.0
0
115
115
120
120
110
110
18+
50.0
0
115
115
120
120
125
125
110
110
18+
84.0
0
115
115
120
120
125
125
110
110
19+
00.0
0
115
115
120
120
125
125
110
110
19+
50.0
0
115
115
120
120
125
125
110
110
20+
00.0
0
115
115
120
120
125
125
110
110
20+
50.0
0
115
115
120
120
125
125
110
110
21+
00.0
0
X-1W5702A
-L-
2.5
5
3:1
116.7
31.71
%1.54
%
3:1
3:1
113.7
3
3:1
3:1
113.6
7
117.0
92.2
0
%2.4
9
%
113.4
6
3:1
3:1
113.3
5
3:1
3:1
117.2
42.13
%2.7
6
%
3:1
3:1
113.18
3:1
3:1
113.0
2
117.3
81.73
%3.4
8
%
113.0
0
3:1
3:1
112.8
0
3:1
117.5
11.71
%3.9
3
%
3:1
3:1
113.15
3:1
3:1
112.9
5
117.5
21.86
%3.5
7
%
113.6
2
3:1
3:1
113.4
3
3:1
3:1
117.6
01.77
%2.4
8
%
3:1
3:1
114.0
9113.9
0
3:1
3:1
117.8
10.9
6
%2.4
4
%
114.5
6
3:1
3:1
114.3
8
3:1
3:1
118.0
61.03
%1.89
%
3:1
3:1
115.0
3114.8
5
3:1
3:1
118.3
72.0
0
%0.9
9
%
0000
1010
1010
20
20
20
20
30
30
30
30
40
40
40
40
50
50
16-
MA
Y-2017 11:2
2G:\
PR
OJ
EC
TS\
GR
EE
NE\
W-5702
A
US13_S
R1151\
W5702
A_xpl.d
gn
$$$$
US
ER
NA
ME$$$$
SHEET NO.
10/26/98
0
PROJ. REFERENCE NO.
115
115
120
120
125
125
110
110
21+
50.0
0
115
115
120
120
125
125
110
110
22+
00.0
0
115
115
120
120
125
125
110
110
22+
50.0
0
120
120
125
125
115
115
23+
00.0
0
120
120
125
125
115
115
23+
50.0
0
115
115
120
120
125
125
110
110
24+
00.0
0
115
115
120
120
125
125
110
110
24+
50.0
0
115
115
120
120
125
125
110
110
25+
00.0
0
115
115
120
120
125
125
110
110
25+
50.0
0
115
115
120
120
125
125
110
110
26+
00.0
0
X-2W5702A
-L-
2.5
5
115.5
0
3:1
3:1
115.3
3
3:1
3:1
118.6
90.8
7
%1.12
%
115.8
0
3:1
3:1
119.0
60.3
7
%1.64
%
3:1
3:1
116.2
7
119.3
10.0
4
%0.8
4
%
-Y1-
-Y-
119.4
32.5
3
%0.0
0
%
-Y1-
119.3
50.2
8
%1.05
%
116.5
0
3:1
3:1
119.3
30.0
5
%0.0
5
%
3:1
3:1
116.14
119.15
0.2
1 %
0.2
1 %
115.7
8
3:1
3:1
3:1
3:1
116.5
2
118.9
00.15
%0.15
%
3:1
3:1
115.4
2
3:1
3:1
116.0
0
118.6
50.5
3
%0.5
3
%
115.0
6
3:1
3:1
3:1
3:1
115.4
8
118.3
41.18
%1.18
%
0000
1010
1010
20
20
20
20
30
30
30
30
40
40
40
40
50
50
16-
MA
Y-2017 11:2
2G:\
PR
OJ
EC
TS\
GR
EE
NE\
W-5702
A
US13_S
R1151\
W5702
A_xpl.d
gn
$$$$
US
ER
NA
ME$$$$
SHEET NO.
10/26/98
0
PROJ. REFERENCE NO.
115
115
120
120
125
125
110
110
26+
50.0
0
115
115
120
120
125
125
110
110
27+
00.0
0
115
115
120
120
110
110
27+
50.0
0
115
115
120
120
110
110
28+
00.0
0
115
115
120
120
110
110
28+
50.0
0
115
115
120
120
110
110
28+
85.5
8
X-3W5702A
-L-
2.5
5
3:1
3:1
114.7
0
3:1
3:1
114.9
6
117.9
31.93
%1.93
%
114.3
4
3:1
3:1
3:1
3:1
114.4
4
117.4
42.3
4
%2.3
4
%
3:1
3:1 11
3.9
8
3:1
3:1
113.9
1
116.9
72.4
0
%2.4
0
%
113.6
2
3:1
3:1
3:1
3:1
113.3
9
116.5
12.19
%2.19
%
3:1
3:1
113.2
6
3:1
3:1
112.8
7
116.11
2.0
7
%2.0
7
%
3:1
112.8
9
2.5
26:1
112.4
8
115.8
22.11
%2.11
%