20190370 Ver 1_100_U-4906_RDY_PSH_Combined_20211021

DocuSign Envelope ID: DA53FED6-F525-44FB-8720-6A6B9DE906F6
7/2/2021
7/2/2021
DocuSign Envelope ID: 9695961A-E1C3-4738-AA4B-0F3D40A0BF3F
7/2/2021
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PROJECT REFERENCE NO.
U-4906
SHEET NO.
1B
12/2/2016
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Computed Property Corner
Property Monument
Parcel/Sequence Number
Existing Fence Line
0
EIP
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
Existing Wetland Boundary
Proposed Wetland Boundary
x
ECM
x
x
X
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
Existing Historic Property Boundary
Known Contamination Area: Soil
Potential Contamination Area: Soil
WLB- - - -
WLB
EAB
Known Contamination Area: Water
Potential Contamination Area: Water
Contaminated Site: Known or Potential
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap
Sign
Well
Small Mine
Foundation
Area Outline
Cemetery
Building
School
Church
Dam
EPB
HPB
s ❖
s
w
w
0
0
S
0
1
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow -<
Disappearing Stream
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
JS
BZ 1
BZ 2
» > >
< FLOW
CONVENTIONAL
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
Note: Not to Scale
PLAN SHEET SYMBOLS
CSX TRANSPORTATION
0
MILEPOST 35
SWITCH
RIGHT OF WAY & PROJECT CONTROL:
Secondary Horiz and Vert Control Point
Primary Horiz Control Point
Primary Horiz and Vert Control Point
Exist Permanent Easment Pin and Cap
New Permanent Easement Pin and Cap
Vertical Benchmark
Existing Right of Way Marker
Existing Right of Way Line
New Right of Way Line
New Right of Way Line with Pin and Cap
New Right of Way Line with
Concrete or Granite R/W Marker
New Control of Access Line with
Concrete C/A Marker
Existing Control of Access
New Control of Access
Existing Easement Line
New
New
New
New
New
New
New
Temporary Construction Easement
Temporary Drainage Easement
Permanent Drainage Easement
Permanent Drainage /Utility Easement
Permanent Utility Easement
Temporary Utility Easement
Aerial Utility Easement
•
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•
0
m
0
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ROADS AND RELATED FEATURES:
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Proposed Curb Ramp
Existing Metal Guardrail
Proposed Guardrail
Existing Cable Guiderail
Proposed Cable Guiderail
Equality Symbol
Pavement Removal
VEGETATION:
Single Tree
Single Shrub
E
E
TDE
PDE
DUE
PUE
TUE
AUE
C
F
T
(CR�
T
T
T T T T
n n n
o n n o
= Subsurface Utility Engineering
Hedge
Woods Line
Orchard
Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Wall -
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
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.*)
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
U/G Telephone Cable Hand Hole
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.*)
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.*)
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.*)
Vineyard
CONC
>—
CONC WW
CONC HW
CB
0
s
0
X
.•
P
P
-0-
O
T
HH
T- - -
T
T
TC
TC
TC
T FO-
T FO - -
T FO
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
U/G Water Line
U/G Water Line
U/G Water Line
LOS B (S.U.E*)
LOS C (S.U.E*)
LOS D (S. U. E*)
Above Ground Water Line
TV:
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
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.*)
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.*)
GAS:
Gas Valve
Gas Meter
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.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
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.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
AEG Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole LOS A (S.U.E.*)
Abandoned According to Utility Records
End of Information
0
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W
W
A/G Water
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-TV- - -
TV
TV
- - - -TV FO- - -
- TV FO
TV FO
<o>
G
G
A/G Gas
0
0
SS
A/G Sanitary Sewer
- - - -FSS- - - -
FSS
FSS
•
0
❑s
7UTL
AATUR
E.O.I.

FINAL PAVEMENT DESIGN
}INTB
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
PROJECT REFERENCE NO.
SHEET NO.
U-4906
2A-1
c SURVEY
ROADWAY DESIGN
ENGINEER
PAVEMENT DESIGN
ENGINEER
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C1
PROP. APPROX. 11/2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD.
C2
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF TWO
LAYERS.
C3
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT TO EXCEED 1.5" IN DEPTH.
D1
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
D2
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.00, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1"
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 21/2" IN DEPTH OR
GREATER THAN 4" IN DEPTH.
E1
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.00,
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
E2
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.00,
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT LESS THAN 4" IN DEPTH OR GREATER
THAN 51/2" IN DEPTH.
J1
PROP. 6" AGGREGATE BASE COURSE
R1
2'-6" CONCRETE CURB AND GUTTER.
T
EARTH MATERIAL.
u
EXISTING PAVEMENT.
V1
MILLING BITUMINOUS PAVEMENT. 1 1/2" DEPTH.
W
VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL
SHEET No. 2A-1)
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
MILLING AT PAVEMENT TIE-INS
NOTES TO CONTRACTOR
For surface mixes over 1" in thickness, mill the existing pavement in acoordance
with the following sketch as directed by the Engineer.
Locations shall include ties into existing concrete pavement, at bridge approaches
where the bridge will not be resurfaced, and at the beginning and ending point
of each resurfacing map.
Perform the work in accordance with Section 607 of the January 2018 North
Carolina Department of Transportation Standard Specifications for Roads and
Structures. Resurfacing will be accomplished at the same time as the milling
operation.
50'
MILL EXISTING PAVEMENT
BEGINNING OR ENDING OF MAP,
EXISTING CONCRETE PAVEMENT OR
NON-RESURFACEABLE BRIDGE DECKS
APPROX. THICKNESS
OF SURFACE COURSE
HG
Detail Showing Method of Wedging
* 4' MINIMUM
2'
FDPS
0.08
* NOTE: TIE PROPOSED SHOULDER TO EXISTING
SHOULDER POINT OR PROVIDE A MINIMUM
WIDTH OF 4'
� NG
-L-
11'-2 2'
11'-2 2'
EXISTING i EXISTING
EXISTING
11"
GRADE TO THIS LINE
11"
TYPICAL SECTION NO. 1
- L- STA 30 + 50.00 TO STA 62 + 50.00
- L- STA 78 + 50.00 TO STA 106 + 70.00
-L- STA 124 + 55.00 TO STA 150 + 80.00
-L- STA 165 + 00.00 TO STA 280 + 00.00
* 4' MINIMUM
* NOTE: TIE PROPOSED SHOULDER TO EXISTING
SHOULDER POINT OR PROVIDE A MINIMUM
WIDTH OF 4'
FDPS
0.08
c —L—
EXISTING
11"
EXISTING
GRADE TO THIS LINE
11"
TYPICAL SECTION NO. 2
- L- STA 62 + 50.00 TO STA 65 + 80.00
- L- STA 71 +55.00 TO STA 78+50.00
EXISTING
SHOULDER
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
VG
TRANSITION FROM TYPICAL SECTION 1 TO
TYPICAL SECTION 4
-L- STA 106 + 70.00 TO STA 110 + 30.00
-L- STA 150 + 80.00 TO STA 153 + 30.00
EXISTING
D1
\ \ \iSTZN
G

FINAL PAVEMENT DESIGN
IINTB
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
PROJECT REFERENCE NO.
SHEET NO.
U-4906
2A-2
C1
PROP. 1%2" ACSC, TYPE S9.5B
J1
PROP. 6" ABC
C2
PROP. 3" ACSC, TYPE S9.5B
R1
2'-6" CONCRETE CURB AND GUTTER.
C3
PROP. VAR. DEPTH ACSC, TYPE S9.5B
T
EARTH MATERIAL.
D1
PROP. 4" ACIC, TYPE I19.00
U
EXISTING PAVEMENT.
D2
PROP. VAR. DEPTH ACIC, TYPE I19.00
V1
MILLING - 1 1/2" DEPTH.
E1
PROP. 4" ACBC, TYPE B25.00
W
VARIABLE DEPTH ASPHALT PAVEMENT
(SEE STANDARD WEDGING DETAIL
SHEET No. 2A-1)
E2
PROP. VAR. DEPTH ACBC, TYPE B25.00
ORIGINAL
GROUND
NOTE: PAVEMENT EDGE SLOPES ARE 1:1
UNLESS SHOWN OTHERWISE.
ORIGINAL
GROUND
* NOTE: TIE PROPOSED SHOULDER TO EXISTING
SHOULDER POINT OR PROVIDE A MINIMUM
WIDTH OF 4'
EX\S11NC'
* 4' MINIMUM
2'
FDPS
0.08
EXISTING
-L-
EXISTING
CROWN
%POINT
EXISTING / EXISTING
EXISTING
SHOULDER
GRADE TO THIS LINE
12'-30'
0.08
FDPS
0'-12'
J
12'
-L-, -L1-
I
0'-6' 0'-6'
** 6' **6'
EXISTING
11"
--I----------�
TYPICAL SECTION NO. 3
-L- STA 65 + 80.00 TO STA 71 + 55.00
12'-18'
EXISTING
12'
i
EXISTING
EXISTING
0'-12'
4'
FDPS
El
11"
CROWN
POINT
GRADE TO THIS LINE
11"
TYPICAL SECTION NO. 4
-L- STA 110 + 30.00 TO STA 122 + 55.00
- L- STA 153 + 30.00 TO STA 162 + 00.00
* * -L1- STA 14 + 00.00 TO STA 23 + 2 5.00
- L1- STA 60 + 85.00 TO STA 61 + 40.00
24'
C -L1-
24'
Pm-
0.08
30'
ROADWAY DESIGN
ENGINEER
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PAVEMENT DESIGN
ENGINEER
'0FESS /0. /41%
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1. 022896
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
V)
- J
- J
0
4:7
ORIGINAL
GROUND
VARIABLE
SLOPE
TRANSITION FROM TYPICAL SECTION 4 TO
TYPICAL SECTION 1
- L- STA 122 + 55.00 TO STA 124 + 55.00
- L- STA 162 + 00.00 TO STA 165 + 00.00
TRANSITION FROM TYPICAL SECTION 4 TO
TYPICAL SECTION 5
- L1- STA 61 + 40.00 TO STA 64 + 40.00
30'
6"
12'
12'
12'
12'
J1
EXISTING
EXTING
EXISTING
11"
EXISTING
I CROWN
j POINT
GRADE TO THIS LINE
4'
FDPS
11"
TYPICAL SECTION NO. 5
-L1- STA 64 + 40.00 TO STA 68 + 40.00
El
1-
Z
0
0
w
O
-0
0 `L
VARIABLE
SLOPE
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
• SEAL •

FINAL PAVEMENT DESIGN
IINTB
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
PROJECT REFERENCE NO.
SHEET NO.
U-4906
2A-3
ROADWAY DESIGN
ENGINEER
PAVEMENT DESIGN
ENGINEER
Cl
PROP. 1%2" ACSC, TYPE S9.5B
J1
PROP. 6" ABC
C2
PROP. 3" ACSC, TYPE S9.5B
R1
2'-6" CONCRETE CURB AND GUTTER.
C3
PROP. VAR. DEPTH ACSC, TYPE S9.5B
T
EARTH MATERIAL.
D1
PROP. 4" ACIC, TYPE I19.00
U
EXISTING PAVEMENT.
D2
PROP. VAR. DEPTH ACIC, TYPE I19.00
V1
MILLING - 1 1/2" DEPTH.
E1
PROP. 4" ACBC, TYPE B25.00
W
VARIABLE DEPTH ASPHALT PAVEMENT
(SEE STANDARD WEDGING DETAIL
SHEET No. 2A-1)
E2
PROP. VAR. DEPTH ACBC, TYPE B25.00
ORIGINAL
GROUND
ORIGINAL
GROUND
NOTE: PAVEMENT EDGE SLOPES ARE 1:1
UNLESS SHOWN OTHERWISE.
8'
ORIGINAL
GROUND
-Y1-, -Y2 REV-
8'
GRADE TO THIS LINE
TYPICAL SECTION NO. 7
-Y1- STA 12+25.00 TO STA 14+00.00
* -Y2 REV- STA 12 + 00.00 TO STA 13 +40.00
ORIGINAL
GROUND
GRADE TO THIS LINE
TYPICAL SECTION NO. 9
-Y2_REV- STA 13 + 40.00 TO STA 14 + 11.79
4'
FDPS
8'
8'
Cl
12'
1
EXISTING
EXISTING
11"
-L1-
12'
12'
�� Cl
EXISTING
EXISTING
CROWN
POINT
GRADE TO THIS LINE
4'
FDPS).-
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O
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0.08
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11"
TYPICAL SECTION NO. 6
-L1- STA 68 + 40.00 TO STA 71 + 40.00
ORIGINAL
GROUND
8'
11'
-Y1-
11'
8
4:1
2'
FDPS
0.08
i 0.02
GRADE
1
POINT
0.02
2'
FDP
ORIGINAL
GROUND
11" T 1
GRADE TO THIS LINE
TYPICAL SECTION NO. 8
-Y1- STA 14 + 00.00 TO STA 16 + 75.30
30'
4:7
VARIABLE
SLOPE
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND

FINAL PAVEMENT DESIGN
IINTB
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
PROJECT REFERENCE NO.
SHEET NO.
U-4906
2A-4
ROADWAY DESIGN
ENGINEER
PAVEMENT DESIGN
ENGINEER
Cl
PROP. 1/2" ACSC, TYPE S9.5B
J1
PROP. 6" ABC
C2
PROP. 3" ACSC, TYPE S9.5B
R1
2'-6" CONCRETE CURB AND GUTTER.
C3
PROP. VAR. DEPTH ACSC, TYPE S9.5B
T
EARTH MATERIAL.
D1
PROP. 4" ACIC, TYPE I19.00
U
EXISTING PAVEMENT.
D2
PROP. VAR. DEPTH ACIC, TYPE I19.00
V1
MILLING - 1 1/2" DEPTH.
E1
PROP. 4" ACBC, TYPE B25.00
W
VARIABLE DEPTH ASPHALT PAVEMENT
(SEE STANDARD WEDGING DETAIL
SHEET No. 2A-1)
E2
PROP. VAR. DEPTH ACBC, TYPE B25.00
ORIGINAL
GROUND
NOTE: PAVEMENT EDGE SLOPES ARE 1:1
UNLESS SHOWN OTHERWISE.
8'
8'
ORIGINAL
GROUND
VARIES
8'
8'
12'
12'
—Y2 REV —
I
12'
8'
4 :\
0.08
2'
FDPS
0.02
GRADE
1/*
POINT
0.02
2'
FDP
12'
C —Y2 REV —
I
12'
C2
8'
V)
J
J
L
ce
0
11" T 1
GRADE TO THIS LINE
TYPICAL SECTION NO. 10
C2
-Y2_REV- STA 14 + 60.04 TO STA 18 + 72.00
2'
I
GRADE
~
Z
2' S
w
FDPS O
_Z
0.0 8 =
I ; POINT
FDPS
0.08
, 0.02
�/
EXISTING EXISTING
'I.
W 4 0.02 1
ORIGINAL GROUND
6'
0.02
0
El
2'
11" �w1' O 11"
GRADE TO THIS LINE
TYPICAL SECTION NO. 11
-Y2 REV- STA 18 + 72.00 TO STA 20 + 31.25
11'
1
C —Y4—
VARIES I VARIES
TO 5.5'i0'TO 5.5'
EXISTING
GRADE
POINT
EXISTING
11'
i
CO I Go
EXISTING
EXISTING
GO
11"
CD
GRADE TO THIS LINE
11"
TYPICAL SECTION NO. 12
MI
N
J
J
ce
0
6'
0.02
o:o
-Y4- STA. 10 + 00.00 TO 18 + 40.89
6"
0
0
ORIGINAL
GROUND
ORIGINAL GROUND
*1;1:111:141-1
SS/
• SEAL ' •
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SEAL •
022896
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
* NOTE: MILLING NEEDED FROM STA. 13 + 23.79 TO STA. 16 + 25.00
ORIGINAL
GROUND

FINAL PAVEMENT DESIGN
IINTB
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
PROJECT REFERENCE NO.
SHEET NO.
U-4906
2A-5
ROADWAY DESIGN
ENGINEER
PAVEMENT DESIGN
ENGINEER
C1
PROP. 1%2" ACSC, TYPE S9.5B
J1
PROP. 6" ABC
C2
PROP. 3" ACSC, TYPE S9.5B
R1
2'-6" CONCRETE CURB AND GUTTER.
C3
PROP. VAR. DEPTH ACSC, TYPE S9.5B
T
EARTH MATERIAL.
D1
PROP. 4" ACIC, TYPE I19.00
U
EXISTING PAVEMENT.
D2
PROP. VAR. DEPTH ACIC, TYPE I19.00
V1
MILLING - 1 1/2" DEPTH.
E1
PROP. 4" ACBC, TYPE B25.00
W
VARIABLE DEPTH ASPHALT PAVEMENT
(SEE STANDARD WEDGING DETAIL
SHEET No. 2A-1)
E2
PROP. VAR. DEPTH ACBC, TYPE B25.00
NOTE: PAVEMENT EDGE SLOPES ARE 1:1
UNLESS SHOWN OTHERWISE.
ORIGINAL
GROUND
ORIGINAL
GROUND
30'
-L1-
EXISTING LANE I
VAR.
SLOPE
1-
cn z
JJ O
cW
OZ
2
q:l
GRADE TO THIS LINE
2'
FDPS
_VAR.
EXISTING
WIDENING DETAIL NO. 1
11"
USE WIDENING DETAIL NO. 1 IN CONJUNCTION
WITH TYPICAL SECTION NO. 15
—L1— STA 44+52.50+/— LT TO STA 46+70.00+/— LT
ORIGINAL
GROUND
\ \ \fix/`S%/
\ NG
8'
OVERLAY
EXISTING
MILL AND
RESURFACE
TO EXISTING
HEIGHT
6'
0.08
10'
-Y5-
GRADE
1 / POINT
10'
,0.02 0.02
6'
0.08
11"
GRADE TO
THIS LINE
TYPICAL SECTION NO. 14
—Y5— STA 11 + 50.00 TO STA 12 + 50.00
-L-, -L1-
i
EXISTING i EXISTING
1
EXISTING
CROWN
POINT
EXISTING
—+------
---
I
TYPICAL SECTION NO. 15
—L— STA 280 + 00.00 TO STA 307 + 68.37
—L1— STA 10 + 00.00 TO STA 12 + 34.72
—L1— STA 13 + 07.31 TO STA 14 + 00.00
—L1— STA 23 + 25.00 TO STA 58 + 82.30
-L1-
EXISTING
EXISTING
EXISTING EXISTING
--------- +—
V1
TYPICAL SECTION NO. 16
—L1— STA 12 + 34.72 TO STA 13 + 07.31
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022896
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ORIGINAL
GROUND

T.S.S. FEB.2000K.A.K. AUG.2016SEE TITLE BLOCKkkempf/english/0200d301.dgn1 11 1200D03200D03CHECKED BY:FILE SPEC.:DATE:DATE:FAX [phone]Office 919-707-6950AND DEVELOPMENT UNITCONTRACT STANDARDSDATE:ORIGINAL BY:MODIFIED BY:5/14/99
SHEET NO.PROJECT REFERENCE NO.05-DEC-2017 10:31S:\Contracts\Contracts\Special Details\kkem pf\english\0200D301_m odified m ethod III CandG.dgnjhowerton AT CSD-292595
PRO
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ESSIONALENGINEER
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HCAROLINASEALnotrewoH .S leoJ022966PART SECTION D-DPART SECTION C-CPART SECTION B-BCLEARING LIMITSCLEARING LIMITSSLOPE STAKE LINESLOPE STAKE LINER/WR/WR/WR/WR/WR/WCLEARING LIMITSCLEARING LIMITSCLEARING LIMITSCCCCCFFFFFAABBCCDD*10'
5'
6'
*10'E.O.P.BERMDITCH10'SLOPE STAKE POINTCONST. LIMITLATERAL DITCH, CHECK DAM,SLOPE STAKE POINTCONST. LIMIT10'TEMPORARY SILTFENCESLOPE STAKE POINTCONST. LIMITSLOPE STAKE POINTCONST. LIMIT10'CLROADCCLLROADMEDIAN5'4'2'SLOPE STAKE POINTGROUND LINE10' V.C.IS PROPOSEDCONST. LIMIT WHEN BERM DITCH IS NOT PROPOSED****METHOD III CLEARING LIMITSR/W OR PROPOSED CONSTRUCTION EASEMENTS, THEN CLEAR ONLY TO THE R/W OR CONSTRUCTION EASEMENT WHICHEVER IS GREATER.* SEE NOTE - "C"*15'10'*10'
METHOD OF CLEARINGMETHOD OF CLEARINGE.O.P.CLEEEEEEEEEEEEEEEEEEEEEEE(C) CUTS AND FILLS - WHEN THE CLEARING LIMITS (A AND B) EXCEED THE PROPOSED SEE PLANSVARIABLEAAGENERAL NOTES: OPERATION. THE UTILITY OF A TREE WILL BE DESTROYED BY THE CONSTRUCTION OR THE CLEARING 1. REMOVE TREES OUTSIDE THE CLEARING LIMIT WHEN, IN THE OPINION OF THE ENGINEER, IS REQUIRED FOR SAFETY AS SHOWN ON THE PLANS.2. CLEAR IN ACCORDANCE WITH THIS STANDARD EXCEPT WHERE ADDITIONAL CLEARINGSECTION A-ASILT BASIN, SILT DITCH,TEMPORARY DIVERSIONRISER BASINCONST. LIMIT WHEN BERM DITCHMODIFIED METHOD - IIIMODIFIED METHOD - III RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPT. OF TRANSPORTATION
NORTH CAROLINA
STATE OFSHEET OFSHEET OFENGLISH DETAIL DRAWING FORENGLISH DETAIL DRAWING FOR(A) CUTS -- CLEAR TO CONSTRUCTION LIMITS. BY WETLAND PERMIT.(B) FILLS - CLEAR TO 5'/10' * BEYOND CONSTRUCTION LIMITS, UNLESS SPECIFIED OTHERWISE IN FILL SECTIONS WITH 10' OR GREATER. PLACE SILT FENCE AT 10' BEYOND TOE OF SLOPE IN FILL SECTIONS WITH LESS THAN 10'.** PLACE SILT FENCE AT 5' BEYOND TOE OF SLOPE BEYOND CONSTRUCTION LIMITS.* FOR FILL HEIGHTS 10' OR GREATER CLEAR TO 10' BEYOND CONSTRUCTION LIMITS.* FOR FILL HEIGHTS LESS THAN 10' CLEAR TO 5'5'/10'5'/10'**DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED2C-1U-4906DocuSign Envelope ID: 0137AB10-BFC1-4BA4-BC34-962D1E11465F7/2/2021
AAFOR DROP INLETSSEALANTJOINTT.S.S.NOV.1997T.S.S.FEB.2000FOR GRATED DROP INLETSs:usr/details/stand/cbtodi02.dgnJUNCTION BOX TO DI OR 2-GIEXISTING CATCH BASIN ORDETAIL TO CONVERTTYPICAL SECTIONTYPICAL SECTIONEXPANSION JOINT DETAILVAR.STRUCTUREMASONRYEXISTINGSTRUCTUREMASONRYEXISTINGVARIABLE WIDTHVARIABLE WIDTHCONCRETE APRON2"BRICKWALLCONCRETEANCHORMASONRY WALLBRICKMASONRYBRICK8"MASONRY8" BRICK 8"4"(5 FT. MAX.)COPINGBRICKCLASS ``B" FILLER JOINT‚''SEE PLANS FOR FRAME & GRATE TYPE(5 FT. MAX.)SEE DETAILS ABOVE FOR METHOD OF GRATE PLACEMENT.SEE PLANS FOR DROP INLET FRAME & GRATE TYPE GRATE PLACEMENT DETAILGRATE PLACEMENT DETAILTYP.DRAINAGE STRUCTURETOP OF EXISTING ‚" EXPANSION MATERIAL EACH, CONVERT EXISTING CATCH BASIN TO DROP INLET.-THE DIMENSIONS FOR THE EXISTING BOXES ARE APPROXIMATEGENERAL NOTES:-CONFIRM DIMENSIONS ON EACH INDIVIDUAL FRAME & GRATE PROPOSAL. AND MAY VARY SLIGHTLY.-USE CLASS B CONCRETE. OF THE STANDARD SPECIFICATIONS.-CONSTRUCT IN ACCORDANCE WITH SECTION 859 -SEE STD. DRAWING 840.25 FOR MASONRY ANCHORAGE.-SPECIAL DESIGN IS REQUIRED FOR USE UNDER PAVEMENT.-INCLUDE 18" CONCRETE APRON IN UNIT PRICE BID PER APRONCONC.4"CLASS "B" CONC. CAP-JUMBO CONCRETE BRICK WILL BE PERMITTED. 4" CONCRETE BRICK OR 8" SOLID CONCRETE BLOCK ARE REQUIRED FOR DRAINAGE STRUCTURE.1" MAX. PER COURSECORBEL AS NECESSARYSHEET NO.PROJECT REFERENCE NO.CHECKED BY:FILE SPEC.:DATE:DATE:FAX [phone]Office 919-707-6950DATE:ORIGINAL BY:MODIFIED BY:AND DEVELOPMENT UNITCONTRACT STANDARDS26-JUN-2017 10:39S:\Contracts\Contracts\Special Details\jhowerton\Convert CB or JB to DI.dgnjhowerton AT CSD-292595
PRO
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ESSIONALENGINEER
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HCAROLINASEALnotrewoH .S leoJ022966DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED2C-2U-4906DocuSign Envelope ID: 0137AB10-BFC1-4BA4-BC34-962D1E11465F7/2/2021
SHOWN
PIPE NOTRALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFDETAIL
SEE
SHEET NO.PROJECT REFERENCE NO.
6/10/99CHECKED BY:
FILE SPEC.:
DATE:
DATE:
FAX [phone]Office 919-707-6950
DATE:ORIGINAL BY:
MODIFIED BY:$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ENGLISH DETAIL DRAWING FORENGLISH DETAIL DRAWING FORFOR 87" X 63" ARCH PIPE - 90° SKEWFOR 87" X 63" ARCH PIPE - 90° SKEW1
0"9"10"11•"5ƒ"7"8"5"
6 SPA. @ 11"
5 SPA. @ 11"
"N" BARS IN BOTTOM
12"9"2-V1 @ 9" FILL FACE
9"3" DIA. DRAINS
6" ABOVE12"4"6"
3•"
7"8"
7"
6"
@ 11"
5 SPA. @ 11" FILLI.D. + 12"4"
10"
2"
2"3"@ WING WALL
V1 @ 9"
N1 @ 9"
3"
3"
8"T5 @ 6"
6"-"T"
8"
12"
10"
2"
2"
"V" @ 11"
8"
3-5"
#4
#4
#4
#4
#4
#4
#4
#4
#4
#4
#4
#4
#4
#4
#6
#7
#5
#5
477
7.5
15
12
42
47
6
7
41
14
64
24
63
27
21
16
12
41
16
9
REINF. STEEL LBS.
CON./C.S. CU. YDS
5"-9"
4"-0"
2'-0"
1"-1"2'-10"2'-4"3"-10"
3'-4"
2'-9"3'-3"3'-3"11'-4"9'-9"1'-6"3'-
2"
1'-
7"4'-11ƒ"1'-6"5'-9"4'-1•"
2'-10•"
2'-7•"5'-8"
2 SPA. @ 1'-10"
2 SPA. @ 2'-6" STR.
3 SPA. @ 1'-3" FILL
1'-6"1'-6"2'-6"@ WING WALL
V1 @ 1'-6"
3'-0"7'-3""V" @ 1'-10"2'-6"12"
1'-6"
5'-6"
4'-6"
11'-5•"
6'-4"
4'-7"
2'-7"
3'-11"
15'-11•"
6"-0"
2'-6"
6'-9"
5'-2"
4'-1"
2'-11"
4'-6"
3'-11"
3'-3"
kkempf 4-30-15
BILL OF MATERIAL FOR ENDWALL
REINF. STEEL 1 PIPE
B1
B2
G1
H1
H2
4
4
2
10
BAR SIZE LENGTH NO.WEIGHT
N1
N2
T1
T4
T5
6
6
Z1
Z2
Z3
6
4
4AAB
CONST. JT.
B
H1
H2 N1N2Z1
Z2
Z3
"H" BARS
"N" BARS
"Z" BARS
ELEVATION
PLAN
FLOW LINE
SECTION B-B
TOP OF FOOTING
T4
2-G1
1-V1 STR. FACE
2-B2
2-B1
SECTION A-A
FILL FACE
"Z"
T4
T4
"H"
"H", "N", & "Z" BAR DIMENSIONS
ARE OUT TO OUT.WING ELEVATION
SEE STD. 838.45 FOR GENERAL NOTES.5151T4 "Z"
H1
V4
N2
V2
H3
2
H3 4
10
6
38
6V1
V2
V3
V4
6
6
6
2-N1
"Z" BARS IN
T1 TOP & BOTTOM
OF FOOTING
FACE 2-V2, 2-V3, 2-V4
1-V2, 1-V3, 1-V4
V3
5 SPA.
3-N1 3-N2
FACE 3-H1, 1-H2, 1-H3
FACE 2-H1, 1-H3
H3
H3 STR. FACEVAR. SEEPIPE SIZESSLOPE
TAPER DETAIL
REINFORCED CONCRETE ENDWALLREINFORCED CONCRETE ENDWALL1•:1
PIPE NOT SHOWN
SHEET OF SHEET OF
838D33 838D33
1 1 1 1MIN.FILL FACE
2-G1
SEE PLATE FOR TITLE
STANDARDS AND SPECIAL DESIGN
CONTRACT STANDARDS & DEVELOPMENT UNIT
PROFESSION
A
LE
NG INEERNORTHCAROLINA
SEAL
notrewoH
.S leoJ022966
jhowerton/Pipe Arch Endwall 87x63 90 skew.dgn
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2C-3U-4906
DocuSign Envelope ID: 0137AB10-BFC1-4BA4-BC34-962D1E11465F
7/2/2021
23-JAN-2019 08:38S:\Contracts\Contracts\Special Details\kkem pf\english\pipe arch jb 71x47.dgnjhowerton AT CSD-292595
SHEET NO.PROJECT REFERENCE NO.CHECKED BY:FILE SPEC.:DATE:DATE:FAX [phone]Office 919-707-6950DATE:ORIGINAL BY:MODIFIED BY:CONTRACT STANDARDS ANDSECTION B-BSECTION A-APLANABBA8"8"SEE NOTE8"8"3"
8"SEE NOTE3"3"3"3"PLAN OF TOP SLABCC3"3"8"SECTION C-CGENERAL NOTES:USE CLASS "B" CONCRETE THROUGHOUT.USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.12" CENTERS AS DIRECTED BY THE ENGINEER.OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS ATAS SHOWN ON STD. NO. 840.00.IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLABREINF. STEELBARSIZELENGTHNO.REINF. STEEL LBS.#4WEIGHT1 PIPEBILL OF MATERIAL FOR CATCH BASIN#4UV3'-10"8'-10"4018CLASS "B" CONCRETE CU. YDS.TOTALkakempf5.26"12"DOWELCONSTRUCT WITH PIPE CROWNS MATCHING.CHAMFER ALL EXPOSED CORNERS 1".DRAWING NOT TO SCALE.ENGINEER.INSTALL STD 840.24 FRAME AND GRATE UNLESS OTHERWISE DIRECTED BY THE7'-4"
6'-8"8'-0"9'-4"FOR 87"X 63"CM PIPE ARCHDEVELOPEMENT UNIT10"@ 6" SPACES@ 6" SPACES@ 6" SPACES
06-05-13special details/kkempf/english/pipe arch jb 71X47.dgn9'-4"87"x63" CMPADUAL #4 "U" BARSDUAL #4 "V" BARS
210CONCRETE JUNCTION BOX#4 BARS2"3'-0"4'-4"87"x 63" CMPA87"x 63" CMPA4'-4"103107DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDPRO
F
ESSIONALENGINEER
NO
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HCAROLINASEALnotrewoH .S leoJ0229662C-4U-4906DocuSign Envelope ID: 0137AB10-BFC1-4BA4-BC34-962D1E11465F7/2/2021
COMPUTED BY: CRG DATE: 10/22/18 CHECKED BY: DW DATE: 7/2/21Station Station Uncl. Undercut Embank. Borrow Waste SURVEY Station Station LOCATION ASPHALT ASPHALT CONCRETE CONCRETEExcav. +%LINE LT/RT/CL REMOVAL BREAKUP REMOVAL BREAKUP-L- 30+50.00 -L- 60+00.00 619 0 586 0 33-L- 60+00.00 -L- 90+00.00 646 500 0 146 L 159+60 160+61 RT-L- 90+00.00 -L- 120+00.00 1,730 3,846 2,116 0159+60 160+95 LT 292.25-L- 120+00.00 -L- 150+00.00 1,629 691 0 938159+66 160+47 RT 42.96-L- 150+00.00 -L- 180+00.00 3,962 1,070 0 2,892116+98 117+55 LT 72.95-L- 180+00.00 -L- 210+00.00 666 548 0 119-L- 210+00.00 -L- 240+00.00 748 593 0 156 Y1 15+53 16+71 LT 402.36-L- 240+00.00 -L- 270+00.00 567 956 389 0-L- 270+00.00 -L- 280+00.00 375 311 0 64 Y2_REV 12+85 13+57 LT 90.86SUBTOTAL10,942 0 9,101 2,506 4,34613+73 14+19 LT 162.5517+02 17+59 LT 648.74-L1- 14+00.00 -L1- 23+25.00 2,535 524 0 2,01117+74 17+86 LT 9.85SUBTOTAL2,535 0 524 0 2,01117+79 18+21 LT 124.7817+83 17+93 LT 11.11-L1- 44+65.00 -L1- 46+70.00 11 39 2817+92 18+32 LTSUBTOTAL11 0 39 28 018+04 18+39 LT 64.0818+47 18+86 LT 29.54-L1- 61+25.00 -L1- 71+40.00 782 290 0 492SUBTOTAL782 0 290 0 492-Y1- 12+25.00 -Y1- 16+75.30 324 3,104 2,780 0SUBTOTAL324 0 3,104 2,780 0TOTAL:1,175.88 776.15-Y2_REV- 12+00.00 -Y2_REV- 20+31.25 1,128 3,354 2,226 0SUBTOTAL1,128 0 3,354 2,226 0SAY:1,210 800-Y4- 10+00.00 *-Y4-18+00.00 218 948 729 0SUBTOTAL218 0 948 729 0-Y5- 11+50.00 -Y5-12+50.00 94 0 0 94SUBTOTAL94 0 0 0 94TOTAL16,034 0 17,358 8,268 6,9446,875 6,875-5,909 -5,909PROJECT TOTALS:16,034 0 24,233 9,234 1,035462GRAND TOTALS:16,034 0 24,233 9,696 1,035SAY:16,4409,940UNDERCUT CONTINGENCY FOR EMBANKMENT STABILITY:600 Yd3SELECT GRANULAR MATERIAL - BACKFILL CONTINGENT UNDERCUT 1600 Yd3UNDERCUT CONTINGENCY FOR SUBGRADE STABILITY:1000Yd3* TOTAL UNDERCUT EXCAVATION:1600 Yd3EST.SHALLOW UNDERCUT BY STATIONS:500 Yd3EST. SHALLOW UNDERCUT CONTINGENCY:500Yd3TOTAL SHALLOW UNDERCUT:1000 Yd3* PER GEOTECH RECOMMENDATION, ESTIMATED 1,600 CUBIC YARDS OF UNDERCUT TO BE USED IN THE DISCRETION OF THE RESIDENT ENGINEER.DRAINAGE DITCH EXCAVATION = 830 CUBIC YARDS-L- PAVEMENT STRUCTURE VOLUME = 9.532 CY-L1- PAVEMENT STRUCTURE VOLUME = 1,818 CYApproximate quantities only. Unclassified excavation, borrowexcavation, fine grading, clearing and grubbing,breaking of existing pavement and removal of existing pavement will be paid for at the lump sum price for "Grading".SUMMARY OF EARTHWORK IN CUBIC YARDSSHEET NO.U-4906 3B-1PAVEMENT REMOVAL & BREAKING EXISTING PAVEMENT SUMMARY IN SQUARE YARDSPROJECT NO.EST. SHOULDER MATERIALWASTE IN LIEU OF BORROW:Note: These earthwork quantities are based in part on subsurface data provided by the Geotechnical Engineering Unit.EST. 5% TO REPLACE TOP SOIL ON BORROW PIT
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".
A B
FT.FT.FT.%CY CY CY EACH LIN. FT.LIN. FT.E F G CY CY LIN. FT. DO NOT USE PVC.064.064.07912
HERCPWSP18" SIDE DRAIN PIPE FRAME W/ GRATE FOR DRIVEWAY STD. 840.30 J.B. STD. 840.31 OR STD. 840.32 M.H. STD. 840.51, STD. 840.52, OR STD. 840.53 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:
TOTAL LIN. FT.
FOR PAY
QUANTITY
SHALL BE
A + (1.3 X B)
30
.079.064361815363018
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
24
LINE &
STATION
SIZE
INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE
CLASS IV
361518
.064 DRIVEWAY D.I. STD. 840.30 ANGLED VANE GRATES AND FRAMES STD. 840.33 T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.15THICKNESS
OR GAUGE
15
MINIMUM REQUIRED SLOPEDrainage Pipe
(RCP, CSP, CAAP, HDPE, or PVC)
42 4812OFFSETSTRUCTURE NUMBER FROM TO24
30" C.S. ELBOW42
MANHOLE
CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE
C.A.A.
ABBREVIATIONS
CATCH BASIN
P.V.C.POLYVINYL CHLORIDE
CONVERT EXISTING C.B. TO J.B. CONVERT EXISTING C.B. TO D.I.CORRUGATED ALUMINIUM ALLOY
FLOWABLE FILLN.S.
C.B.
REMARKS
C.S.
REINFORCED CONCRETE
24" C.S. ELBOW 15" C.S. ELBOW G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.22301224 48
10' AND ABOVEGRATE
TYPERALD158 TRAFFIC BEARING JUNCTION BOX
J.B.
DROP INLET
R.C. PIPE REMOVAL ADJUST D.I. ADJUST C.B.SHEET NO.
3D-1
PROJECT NO.
U-4906
CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES
FOR DRAINAGE
STRUCTURES
18" C.S. ELBOWCORRUGATED STEEL
G.D.I.
TRAFFIC BEARING DROP INLET
JUNCTION BOX
GRATED DROP INLET
WIDE SLOT
D.I.
M.H.
NARROW SLOT
W.S.
T.B.D.I.
H.D.P.E.
T.B.J.B.C.B. STD. 840.01 OR STD. 840.02 T.B.D.I. FOR STEEL GRATES STD. 840.36FRAME,
GRATES,
AND HOOD
STD. 840.03
STEEL FRAME WITH TWO GRATES STD. 840.37REINFORCED ENDWALLSC. S. PIPE
MASONRYDRAINAGE STRUCTURE15" SIDE DRAIN PIPEENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 G.D.I. (N.S. FLAT) FRAME W/ GRATE STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ GRATE STD. 840.22 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 CONVERT EXISTING D.I. TO J.B. CONVERT EXISTING J.B. TO D.I. BERM DITCH OUTLET STD. 850.10 (PER EACH)MISC PIPE
28" x 20" CAAP24" SIDE DRAIN PIPE0' THRU 5'5' THRU 10' G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 G.D.I. (W.S. FLAT) FRAME WITH GRATE STD. 840.20 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27COMPUTED BY:
CHECKED BY:
Allen Hodges, E.I.DATE:
DATE:James Byrd, P.E.
5/17/2021
5/17/2021
-L- 50+94 31 LT 0503 36.0 0.5526
-L- 50+97 34 LT 0503 0504 30.8 30.7 8
-L- 52+23 31 LT 0505 OUT 31.3 30.9 28 x
-L- 85+95 3 RT 0801 0802 29.2 27.7 64
-L- 87+30 28 RT 0803 OUT 30.3 30.0 40 x
-L- 108+39 29 LT 0901 OUT 45.0 44.9 32 x
-L- 108+89 30 LT 0902 OUT 45.3 45.2 24 x
-L- 108+61 31 RT 0903 OUT 44.7 44.5 36 x
-L- 111+56 33 RT 0904 OUT 45.1 44.5 48 x
-L- 112+22 40 LT 1005 OUT 46.4 46.1 36 x
-L- 113+65 6 LT 1006 1001 43.5 42.3 88
-L- 115+00 7 LT 1007 1004 44.8 43.0 84
-L- 118+32 48 LT 1008 OUT 45.7 44.7 36 x
-L- 118+19 32 RT 1009 OUT 44.4 43.2 32 x
-L- 118+17 11 LT 1010 1002 44.4 43.2 92
-L- 120+59 6 LT 1011 1003 43.8 43.2 88
-L- 120+70 32 RT 1012 OUT 45.6 43.7 44 x
-L- 121+91 28 RT 1013 OUT 48.3 48.1 40 x
-L- 125+76 6 RT 1102 1101 42.5 42.4 60
-L- 155+27 32 LT 1301 1304 41.4 39.9 20
-L- 160+82 26 RT 1303 45.4 1 1 1
-L- 155+32 23 LT 1304 47.1 1 0.5 1
-L- 159+34 29 LT 1305 49.9 1 5.0 0.7 1
-Y2_REV 17+09 48 LT 1306 6.000
-Y2_REV 17+25 1 LT 1306 1302 38.4 38.1 100
-L- 155+49 24 RT 1307 44.7 1 0.1 1
-L- 155+59 38 RT 1307 1308 39.6 39.5 30
-L- 159+36 36 LT 1309 6.000
-L- 159+35 33 LT 1309 1305 39.7 39.2 8
-L- 160+95 31 RT 1311 1303 43.5 43.3 28
-L- 161+51 37 RT 1312 OUT 43.6 43.6 28
-L- 162+08 37 RT 1313 OUT 43.8 43.7 24
-L- 162+48 36 RT 1314 OUT 43.9 43.9 20
-L- 160+73 39 LT 1315 OUT 42.7 42.6 44
-L- 163+05 36 LT 1316 OUT 43.4 43.3 28
-L- 157+89 77 LT 1317 OUT 43.7 43.3 32
-Y2_REV- 18+48 57 LT 1318 OUT 43.4 43.2 28
-L- 172+19 23 LT 1401 45.2 1 1 1
-L- 172+19 1 RT 1401 1403 42.2 42.1 48
-L- 172+98 26 RT 1402 47.5 1 1 1
-L- 172+58 25 RT 1402 1403 42.9 42.1 80 X
-L- 172+18 24 RT 1403 46.2 1 1 1
-L- 172+19 91 RT 1403 1406 42.1 41.8 88 X
-L- 172+98 35 RT 1405 46.0 1 1 1
-L- 172+98 30 RT 1405 1402 43.7 43.6 8 X
-L- 172+19 113 RT 1406 46.0 1 1 1
1406 1404 41.8 41.7 44 X
-L- 194+54 25 LT 1607 OUT 42.0 41.7 28
-L- 200+59 34 RT 1608 0.4465
-L- 200+63 34 RT 1608 1603 30.5 30.5 8
488 108 252 168 248 50 60 108 92 12.000 9 5.6 0.7 3 3 1 1 2 4 1 0.9991
Special Design
Use Slab Lid
Use Slab Lid
Use Slab Lid
28" x 20" CAAP, 10 Gauge
SHEET TOTALS
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".
A B
FT.FT.FT.%CY CY CY EACH LIN. FT.LIN. FT.E F G CY CY LIN. FT. DO NOT USE PVC.064.064.07912
HERCPWSP18" SIDE DRAIN PIPE FRAME W/ GRATE FOR DRIVEWAY STD. 840.30 J.B. STD. 840.31 OR STD. 840.32 M.H. STD. 840.51, STD. 840.52, OR STD. 840.53 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:
TOTAL LIN. FT.
FOR PAY
QUANTITY
SHALL BE
A + (1.3 X B)
30
.079.064361815363018
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
24
LINE &
STATION
SIZE
INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE
CLASS IV
361518
.064 DRIVEWAY D.I. STD. 840.30 ANGLED VANE GRATES AND FRAMES STD. 840.33 T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.15THICKNESS
OR GAUGE
15
MINIMUM REQUIRED SLOPEDrainage Pipe
(RCP, CSP, CAAP, HDPE, or PVC)
42 4812OFFSETSTRUCTURE NUMBER FROM TO24
30" C.S. ELBOW42
MANHOLE
CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE
C.A.A.
ABBREVIATIONS
CATCH BASIN
P.V.C.POLYVINYL CHLORIDE
CONVERT EXISTING C.B. TO J.B. CONVERT EXISTING C.B. TO D.I.CORRUGATED ALUMINIUM ALLOY
FLOWABLE FILLN.S.
C.B.
REMARKS
C.S.
REINFORCED CONCRETE
24" C.S. ELBOW 15" C.S. ELBOW G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.22301224 48
10' AND ABOVEGRATE
TYPERALD158 TRAFFIC BEARING JUNCTION BOX
J.B.
DROP INLET
R.C. PIPE REMOVAL ADJUST D.I. ADJUST C.B.SHEET NO.
3D-2
PROJECT NO.
U-4906
CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES
FOR DRAINAGE
STRUCTURES
18" C.S. ELBOWCORRUGATED STEEL
G.D.I.
TRAFFIC BEARING DROP INLET
JUNCTION BOX
GRATED DROP INLET
WIDE SLOT
D.I.
M.H.
NARROW SLOT
W.S.
T.B.D.I.
H.D.P.E.
T.B.J.B.C.B. STD. 840.01 OR STD. 840.02 T.B.D.I. FOR STEEL GRATES STD. 840.36FRAME,
GRATES,
AND HOOD
STD. 840.03
STEEL FRAME WITH TWO GRATES STD. 840.37REINFORCED ENDWALLSC. S. PIPE
MASONRYDRAINAGE STRUCTURE15" SIDE DRAIN PIPEENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 G.D.I. (N.S. FLAT) FRAME W/ GRATE STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ GRATE STD. 840.22 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 CONVERT EXISTING D.I. TO J.B. CONVERT EXISTING J.B. TO D.I. BERM DITCH OUTLET STD. 850.10 (PER EACH)MISC PIPE
28" x 20" CAAP24" SIDE DRAIN PIPE0' THRU 5'5' THRU 10' G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 G.D.I. (W.S. FLAT) FRAME WITH GRATE STD. 840.20 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27COMPUTED BY:
CHECKED BY:
Allen Hodges, E.I.DATE:
DATE:James Byrd, P.E.
5/17/2021
5/17/2021
-L1- 20+25 32 RT 2301 28.1 1 1 1
-L1- 19+77 32 RT 2301 2302 25.9 24.7 92
-L1- 19+30 30 RT 2302 26.9 1 1 1
-L1- 18+90 32 RT 2302 2303 24.7 23.5 76
-L1- 18+50 33 RT 2303 25.7 1 1 1
-L1- 18+15 33 RT 2303 2304 23.5 22.5 64
-L1- 17+80 33 RT 2304 24.7 1 1 1
-L1- 17+73 35 RT 2304 2305 22.2 22.1 12
-L1- 20+77 50 LT 2306 2307 28.5 24.9 108
-L1- 20+25 46 LT 2307 30.2 1 0.3 1 1
-L1- 19+62 51 LT 2307 2308 24.9 24.2 132
-L1- 19+00 60 LT 2308 29.4 1 0.2 1 1
-L1- 18+66 53 LT 2308 2311 24.2 23.7 72
-Y3- 19+17 35 LT 2309 2308 29.3 25.2 68
-Y3- 19+27 25 LT 2310 2311 27.3 26.0 72
-L1- 18+32 47 LT 2311 29.7 1 1.0 1 1
-L1- 17+96 43 LT 2311 2312 23.7 20.5 76
-L1- 17+60 40 LT 2312 25.7 1 0.2 1 1
-L1- 17+18 39 LT 2312 2313 20.5 18.3 88
-L1- 16+75 40 LT 2313 23.2 1 1 1
-L1- 15+88 31 LT 2313 2314 18.3 16.8 180
-L1- 15+00 30 LT 2314 19.6 1 1 1
-L1- 14+74 32 LT 2314 2315 16.8 16.5 52
-L1- 22+21 50 LT 2316 OUT 28.2 28.1 32 X
-L1- 23+07 36 LT 2317 OUT 28.5 28.4 36 X
-L1- 62+55 26 RT 2505 27.4 1
-L1- 62+53 32 RT 2505 2506 24.3 24.3 12
-L1- 62+50 38 RT 2506 27.0 1 1 1
-L1- 61+73 32 RT 2506 2507 24.3 23.8 152
-L1- 60+96 26 RT 2507 27.3 1 1 1
-L1- 60+47 26 RT 2507 2510 23.8 23.4 96
-L1- 60+94 26 LT 2508 28.0 1 1 1
-L1- 60+95 0 LT 2508 2507 25.0 23.8 52
-L1- 59+98 27 RT 2510 27.0 1 1 1
-L1- 59+40 27 RT 2510 2511 23.4 22.9 112
-L1- 58+82 27 RT 2511 26.4 1 1 1
-L1- 58+83 36 RT 2511 2512 22.9 22.8 16
-Y4- 16+19 19 RT 2517 29.7 1 1 1
-Y4- 17+09 18 RT 2517 2526 25.4 24.2 180
-Y4- 14+28 32 LT 2519 29.6 1 1 1
-Y4- 14+31 25 LT 2519 2565 26.6 26.2 16
-Y4- 15+56 19 LT 2520 30.2 1 1 1
-Y4- 16+18 17 LT 2520 2522 25.4 24.0 124
-Y4- 15+56 28 LT 2521 29.4 1 1 1
-Y4- 15+56 23 LT 2521 2520 27.3 27.2 8
-Y4- 16+80 19 LT 2522 29.5 1 0.5 1 1
-Y4- 17+33 17 LT 2522 2524 24.0 23.0 108
-Y4- 16+80 27 LT 2523 28.7 1 1 1
-Y4- 16+80 22 LT 2523 2522 26.6 26.5 8
-Y4- 17+87 19 LT 2524 29.0 1 1.0 1 1
68 680 312 276 708 22 3.2 4 1 3 17 17 1 1 1
See Sheet 2C-2
Special Design
Special Design
Special Design
Special Design
Special Design
SHEET TOTALS
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".
A B
FT.FT.FT.%CY CY CY EACH LIN. FT.LIN. FT.E F G CY CY LIN. FT. DO NOT USE PVC.064.064.07912
HERCPWSP18" SIDE DRAIN PIPE FRAME W/ GRATE FOR DRIVEWAY STD. 840.30 J.B. STD. 840.31 OR STD. 840.32 M.H. STD. 840.51, STD. 840.52, OR STD. 840.53 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:
TOTAL LIN. FT.
FOR PAY
QUANTITY
SHALL BE
A + (1.3 X B)
30
.079.064361815363018
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
24
LINE &
STATION
SIZE
INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE
CLASS IV
361518
.064 DRIVEWAY D.I. STD. 840.30 ANGLED VANE GRATES AND FRAMES STD. 840.33 T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.15THICKNESS
OR GAUGE
15
MINIMUM REQUIRED SLOPEDrainage Pipe
(RCP, CSP, CAAP, HDPE, or PVC)
42 4812OFFSETSTRUCTURE NUMBER FROM TO24
30" C.S. ELBOW42
MANHOLE
CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE
C.A.A.
ABBREVIATIONS
CATCH BASIN
P.V.C.POLYVINYL CHLORIDE
CONVERT EXISTING C.B. TO J.B. CONVERT EXISTING C.B. TO D.I.CORRUGATED ALUMINIUM ALLOY
FLOWABLE FILLN.S.
C.B.
REMARKS
C.S.
REINFORCED CONCRETE
24" C.S. ELBOW 15" C.S. ELBOW G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.22301224 48
10' AND ABOVEGRATE
TYPERALD158 TRAFFIC BEARING JUNCTION BOX
J.B.
DROP INLET
R.C. PIPE REMOVAL ADJUST D.I. ADJUST C.B.SHEET NO.
3D-3
PROJECT NO.
U-4906
CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES
FOR DRAINAGE
STRUCTURES
18" C.S. ELBOWCORRUGATED STEEL
G.D.I.
TRAFFIC BEARING DROP INLET
JUNCTION BOX
GRATED DROP INLET
WIDE SLOT
D.I.
M.H.
NARROW SLOT
W.S.
T.B.D.I.
H.D.P.E.
T.B.J.B.C.B. STD. 840.01 OR STD. 840.02 T.B.D.I. FOR STEEL GRATES STD. 840.36FRAME,
GRATES,
AND HOOD
STD. 840.03
STEEL FRAME WITH TWO GRATES STD. 840.37REINFORCED ENDWALLSC. S. PIPE
MASONRYDRAINAGE STRUCTURE15" SIDE DRAIN PIPEENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 G.D.I. (N.S. FLAT) FRAME W/ GRATE STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ GRATE STD. 840.22 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 CONVERT EXISTING D.I. TO J.B. CONVERT EXISTING J.B. TO D.I. BERM DITCH OUTLET STD. 850.10 (PER EACH)MISC PIPE
28" x 20" CAAP24" SIDE DRAIN PIPE0' THRU 5'5' THRU 10' G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 G.D.I. (W.S. FLAT) FRAME WITH GRATE STD. 840.20 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27COMPUTED BY:
CHECKED BY:
Allen Hodges, E.I.DATE:
DATE:James Byrd, P.E.
5/17/2021
5/17/2021
-L1- 64+16 48 LT 2524 2527 23.0 22.6 36
-Y4- 18+00 32 RT 2525 28.8 1 1 1
-Y4- 18+00 25 RT 2525 2526 25.0 24.2 12
-Y4- 18+00 19 RT 2526 29.0 1 1 1
-Y4- 17+94 0 RT 2526 2524 24.2 23.0 36
-L1- 64+12 44 LT 2527 29.4 1 1.8 1 1
-L1- 64+29 36 LT 2527 2528 22.6 22.1 36
-L1- 64+42 26 LT 2528 29.1 1 2.0 1 1
-L1- 65+89 25 LT 2528 2529 22.1 18.7 292
-L1- 67+37 26 LT 2529 29.1 1 5.0 0.4 1 1
-L1- 67+93 26 LT 2529 2531 18.7 17.2 112
-L1- 68+39 14 LT 2530 25.6 1 1 1
-L1- 68+44 21 LT 2530 2531 21.0 21.0 20
-L1- 68+50 28 LT 2531 24.0 1 1.8 1 1
-L1- 69+23 28 LT 2531 2533 17.2 15.2 144
-L1- 69+96 29 LT 2533 20.8 1 1.1 1 1
-L1- 70+82 31 LT 2533 2534 14.7 13.3 172
-L1- 71+69 33 LT 2534 18.4 1 0.2 1 1
-L1- 71+78 26 LT 2534 2547 13.2 13.1 24
-L1- 73+08 26 LT 2535 15.0 1 1 1
-L1- 73+56 26 LT 2535 2601 11.5 9.8 96
-L1- 65+60 36 RT 2536 28.3 1 1 1
-L1- 66+05 35 RT 2536 2537 26.0 25.1 88
-L1- 66+50 35 RT 2537 27.3 1 1 1
-L1- 66+80 35 RT 2537 2538 25.1 24.4 60
-L1- 67+10 35 RT 2538 26.6 1 1 1
-L1- 68+10 36 RT 2538 2539 24.4 20.3 200
-L1- 69+10 37 RT 2539 22.5 1 1 1
-L1- 69+68 34 RT 2539 2540 20.3 17.8 112
-L1- 70+25 31 RT 2540 20.0 1 1 1
-L1- 70+85 33 RT 2540 2541 17.5 14.8 120
-L1- 71+45 35 RT 2541 17.3 1 1 1
-L1- 71+70 31 RT 2541 2543 14.8 14.5 48
-L1- 71+47 40 RT 2542 2541 15.7 14.8 8
-L1- 71+95 26 RT 2543 17.0 1 1 1
-L1- 72+33 26 RT 2543 2545 14.5 12.2 76
-L1- 71+94 31 RT 2544 2543 15.4 14.5 8
-L1- 72+71 26 RT 2545 15.7 1 1 1
-L1- 73+33 26 RT 2545 2605 13.2 11.8 120
-L1- 72+73 31 RT 2546 2545 14.5 13.5 12
-L1- 71+88 21 LT 2547 18.6 1 0.5 1 1
-L1- 72+48 23 LT 2547 2535 13.1 11.5 120
-Y4- 10+50 14 RT 2548 32.0 1 1 1
-Y4- 11+24 13 RT 2548 2549 28.9 28.3 148
-Y4- 11+99 14 RT 2549 31.5 1 1 1
-Y4- 12+50 15 RT 2549 2550 28.3 27.9 104
-Y4- 13+02 19 RT 2550 31.1 1 1 1
-Y4- 3+51 18 RT 2550 2551 27.9 27.6 96
-Y4- 14+00 19 RT 2551 30.8 1 1 1
-Y4- 14+20 18 RT 2551 2552 27.6 27.4 40
892 1036 412 23 12.4 0.4 8 5 3 13 13 2 2SHEET TOTALS
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".
A B
FT.FT.FT.%CY CY CY EACH LIN. FT.LIN. FT.E F G CY CY LIN. FT. DO NOT USE PVC.064.064.07912
HERCPWSP18" SIDE DRAIN PIPE FRAME W/ GRATE FOR DRIVEWAY STD. 840.30 J.B. STD. 840.31 OR STD. 840.32 M.H. STD. 840.51, STD. 840.52, OR STD. 840.53 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:
TOTAL LIN. FT.
FOR PAY
QUANTITY
SHALL BE
A + (1.3 X B)
30
.079.064361815363018
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
24
LINE &
STATION
SIZE
INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE
CLASS IV
361518
.064 DRIVEWAY D.I. STD. 840.30 ANGLED VANE GRATES AND FRAMES STD. 840.33 T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.15THICKNESS
OR GAUGE
15
MINIMUM REQUIRED SLOPEDrainage Pipe
(RCP, CSP, CAAP, HDPE, or PVC)
42 4812OFFSETSTRUCTURE NUMBER FROM TO24
30" C.S. ELBOW42
MANHOLE
CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE
C.A.A.
ABBREVIATIONS
CATCH BASIN
P.V.C.POLYVINYL CHLORIDE
CONVERT EXISTING C.B. TO J.B. CONVERT EXISTING C.B. TO D.I.CORRUGATED ALUMINIUM ALLOY
FLOWABLE FILLN.S.
C.B.
REMARKS
C.S.
REINFORCED CONCRETE
24" C.S. ELBOW 15" C.S. ELBOW G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.22301224 48
10' AND ABOVEGRATE
TYPERALD158 TRAFFIC BEARING JUNCTION BOX
J.B.
DROP INLET
R.C. PIPE REMOVAL ADJUST D.I. ADJUST C.B.SHEET NO.
3D-4
PROJECT NO.
U-4906
CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES
FOR DRAINAGE
STRUCTURES
18" C.S. ELBOWCORRUGATED STEEL
G.D.I.
TRAFFIC BEARING DROP INLET
JUNCTION BOX
GRATED DROP INLET
WIDE SLOT
D.I.
M.H.
NARROW SLOT
W.S.
T.B.D.I.
H.D.P.E.
T.B.J.B.C.B. STD. 840.01 OR STD. 840.02 T.B.D.I. FOR STEEL GRATES STD. 840.36FRAME,
GRATES,
AND HOOD
STD. 840.03
STEEL FRAME WITH TWO GRATES STD. 840.37REINFORCED ENDWALLSC. S. PIPE
MASONRYDRAINAGE STRUCTURE15" SIDE DRAIN PIPEENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 G.D.I. (N.S. FLAT) FRAME W/ GRATE STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ GRATE STD. 840.22 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 CONVERT EXISTING D.I. TO J.B. CONVERT EXISTING J.B. TO D.I. BERM DITCH OUTLET STD. 850.10 (PER EACH)MISC PIPE
28" x 20" CAAP24" SIDE DRAIN PIPE0' THRU 5'5' THRU 10' G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 G.D.I. (W.S. FLAT) FRAME WITH GRATE STD. 840.20 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27COMPUTED BY:
CHECKED BY:
Allen Hodges, E.I.DATE:
DATE:James Byrd, P.E.
5/17/2021
5/17/2021
-Y4- 14+40 19 RT 2552 30.7 1 1 1
-Y4- 14+60 18 RT 2552 2553 26.7 26.3 40
-Y4- 14+80 19 RT 2553 30.6 1 1
-Y4- 15+18 18 RT 2553 2554 26.3 25.7 76
-Y4- 15+56 19 RT 2554 30.2 1 1 1
-Y4- 15+87 18 RT 2554 2517 25.7 25.4 60
-Y4- 15+56 30 RT 2555 29.6 1 1 1
-Y4- 15+56 24 RT 2555 2554 25.8 25.7 12
-Y4- 16+19 31 RT 2556 29.1 1 1 1
-Y4- 16+19 24 RT 2556 2517 25.5 25.4 12
-Y4- 10+46 15 LT 2557 31.1 1 1 1
-Y4- 10+87 14 LT 2557 2558 28.7 28.4 80
-Y4- 11+28 16 LT 2558 31.7 1 1 1
-Y4- 12+23 16 LT 2558 2561 28.3 27.5 192
-Y4- 11+28 30 LT 2559 30.6 1 1 1
-Y4- 11+28 22 LT 2559 2558 28.4 28.3 12
-Y4- 13+19 19 LT 2561 31.1 1 1 1
-Y4- 13+49 17 LT 2561 2563 27.5 26.9 60
-Y4- 13+19 30 LT 2562 29.8 1 1 1
-Y4- 13+19 24 LT 2562 2561 27.6 27.5 12
-Y4- 13+80 19 LT 2563 30.9 1 1 1
-Y4- 14+07 17 LT 2563 2565 26.9 26.2 52
-Y4- 13+85 32 LT 2564 29.3 1 1 1
-Y4- 13+83 25 LT 2564 2563 27.0 26.9 16
-Y4- 14+34 19 LT 2565 30.7 1 1 1
-Y4- 14+95 17 LT 2565 2520 26.2 25.4 120
-Y4- 10+46 29 LT 2566 31.9 1 1 1
-Y4- 10+46 21 LT 2566 2557 28.8 28.8 16
-Y4- 10+15 18 LT 2567 2557 29.9 28.9 60
-Y4- 14+00 29 RT 2568 30.3 1 1 1
-Y4- 14+00 23 RT 2568 2551 27.7 27.6 12
-Y4- 14+39 29 RT 2569 29.0 1 1 1
-Y4- 14+40 23 RT 2569 2552 26.8 26.7 12
-Y4- 14+79 30 RT 2570 28.7 1 1 1
-Y4- 14+79 24 RT 2570 2553 26.4 26.3 12
-Y4- 10+24 19 RT 2571 2548 29.8 28.9 52
-L1- 74+05 26 LT 2601 13.3 1 1 1
-L1- 74+66 26 LT 2601 2602 9.8 8.7 120
-L1- 75+27 26 LT 2602 12.2 1 1 1
-L1- 75+79 27 LT 2602 2603 8.7 7.5 100
-L1- 76+31 27 LT 2603 11.0 1 1 1
-L1- 76+80 27 LT 2603 2604 7.5 6.7 96
-L1- 73+94 26 RT 2605 14.3 1 1 1
-L1- 74+35 26 RT 2605 2607 11.8 8.7 80
-L- 74+73 31 RT 2606 2607 9.8 8.7 12
-L1- 74+76 26 RT 2607 12.9 1 1 1
-L1- 75+18 26 RT 2607 2608 8.2 7.3 80
-L1- 75+59 25 RT 2608 12.1 1 1 1
-L1- 76+11 24 RT 2608 2610 7.3 6.6 100
-L1- 76+60 29 RT 2609 2610 8.7 7.9 8
796 212 496 22 8 3 5 14 14 1 1SHEET TOTALS
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".
A B
FT.FT.FT.%CY CY CY EACH LIN. FT.LIN. FT.E F G CY CY LIN. FT. DO NOT USE PVC.064.064.07912
HERCPWSP18" SIDE DRAIN PIPE FRAME W/ GRATE FOR DRIVEWAY STD. 840.30 J.B. STD. 840.31 OR STD. 840.32 M.H. STD. 840.51, STD. 840.52, OR STD. 840.53 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:
TOTAL LIN. FT.
FOR PAY
QUANTITY
SHALL BE
A + (1.3 X B)
30
.079.064361815363018
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
24
LINE &
STATION
SIZE
INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE
CLASS IV
361518
.064 DRIVEWAY D.I. STD. 840.30 ANGLED VANE GRATES AND FRAMES STD. 840.33 T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.15THICKNESS
OR GAUGE
15
MINIMUM REQUIRED SLOPEDrainage Pipe
(RCP, CSP, CAAP, HDPE, or PVC)
42 4812OFFSETSTRUCTURE NUMBER FROM TO24
30" C.S. ELBOW42
MANHOLE
CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE
C.A.A.
ABBREVIATIONS
CATCH BASIN
P.V.C.POLYVINYL CHLORIDE
CONVERT EXISTING C.B. TO J.B. CONVERT EXISTING C.B. TO D.I.CORRUGATED ALUMINIUM ALLOY
FLOWABLE FILLN.S.
C.B.
REMARKS
C.S.
REINFORCED CONCRETE
24" C.S. ELBOW 15" C.S. ELBOW G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.22301224 48
10' AND ABOVEGRATE
TYPERALD158 TRAFFIC BEARING JUNCTION BOX
J.B.
DROP INLET
R.C. PIPE REMOVAL ADJUST D.I. ADJUST C.B.SHEET NO.
3D-5
PROJECT NO.
U-4906
CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES
FOR DRAINAGE
STRUCTURES
18" C.S. ELBOWCORRUGATED STEEL
G.D.I.
TRAFFIC BEARING DROP INLET
JUNCTION BOX
GRATED DROP INLET
WIDE SLOT
D.I.
M.H.
NARROW SLOT
W.S.
T.B.D.I.
H.D.P.E.
T.B.J.B.C.B. STD. 840.01 OR STD. 840.02 T.B.D.I. FOR STEEL GRATES STD. 840.36FRAME,
GRATES,
AND HOOD
STD. 840.03
STEEL FRAME WITH TWO GRATES STD. 840.37REINFORCED ENDWALLSC. S. PIPE
MASONRYDRAINAGE STRUCTURE15" SIDE DRAIN PIPEENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 G.D.I. (N.S. FLAT) FRAME W/ GRATE STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ GRATE STD. 840.22 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 CONVERT EXISTING D.I. TO J.B. CONVERT EXISTING J.B. TO D.I. BERM DITCH OUTLET STD. 850.10 (PER EACH)MISC PIPE
28" x 20" CAAP24" SIDE DRAIN PIPE0' THRU 5'5' THRU 10' G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 G.D.I. (W.S. FLAT) FRAME WITH GRATE STD. 840.20 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27COMPUTED BY:
CHECKED BY:
Allen Hodges, E.I.DATE:
DATE:James Byrd, P.E.
5/17/2021
5/17/2021
-L1- 76+62 24 RT 2610 11.9 1 0.3 1 1
-L1- 76+79 25 RT 2610 2612 6.6 6.3 32
-L1- 76+94 31 RT 2611 2612 9.0 8.4 12
-L1- 76+96 26 RT 2612 12.8 1 1.5 1 1
-L1- 77+68 22 RT 2612 2614 6.3 5.1 144
-L1- 78+40 23 RT 2614 11.4 1 1.3 1 1
-L1- 79+00 23 RT 2614 2615 5.1 4.1 120
-L1- 79+60 26 RT 2615 9.2 1 0.1 1 1
-L1- 80+46 25 RT 2615 2616 4.1 2.5 176
-L1- 81+34 26 RT 2616 8.8 1 1.3 1 1
-L1- 81+34 4 LT 2616 2613 2.5 2.1 60
-L- 52+24 26 LT 18
-L- 85+95 2 RT 50
-L- 87+30 25 RT 39
-L- 108+39 25 LT 34
-L- 108+90 24 LT 21
-L- 108+60 25 RT 30
-L- 109+87 25 RT 22
-L- 111+55 26 RT 37
-L- 112+21 24 LT 41
-L- 113+59 0 RT 56
-L- 116+54 26 RT 25
-L- 118+21 0 LT 51
-L- 118+13 24 RT 33
-L- 118+31 26 LT 21
-L- 119+22 26 RT 20
-L- 120+52 0 RT 55
-L- 120+72 24 RT 30
-L- 121+79 24 RT 54
-L- 125+77 0 RT 48
-Y2_REV- 16+05 41 RT 22
-L- 157+82 42 LT 61
-Y2_REV- 13+73 66 LT 34
-L- 160+95 26 RT 25
-L- 161+52 26 RT 23
-L- 162+09 26 RT 18
-L- 162+49 26 RT 18
-Y2_REV- 18+47 49 LT 22
-Y2_REV- 19+21 23 RT 22
-L- 194+54 23 LT 26
-L- 200+81 0 RT 65
-L1- 14+65 24 LT 56
-L1- 18+54 21 LT 183
-L1- 17+25 29 LT 106
-L1- 18+08 74 LT 106
-L1- 18+41 30 LT 131
-L1- 18+96 65 LT 69
-L1- 19+66 27 LT 127
12 532 5 4.5 2 2 3 3 1799
Remove 48" CMP
Remove 24" RCP
Remove 24" RCP
Remove 24" RCP
Remove 15" RCP
Remove 24" RCP
Remove 15" RCP
Remove 24" RCP
Remove 18" RCP
Remove 12" RCP
Remove 18" RCP
Remove 18" CMP
Remove 15" RCP
Remove 15" RCP
Remove 15" RCP
Remove 15" RCP
Remove 15" RCP
Remove 18" RCP
Remove 15" RCP
Remove 15" RCP
Remove 15" RCP
Remove 18" RCP
Remove 15" HDPE
Remove 15" RCP
Remove 24" RCP
Remove 24" RCP
Remove 24" RCP
Remove 15" RCP
Remove 15" HDPE
Remove 15" HDPE
Remove 15" RCP
Remove 15" RCP
Remove 18" RCP
Remove 18" RCP
Remove 15" RCP
Remove 15" RCP
Remove 24" RCP
SHEET TOTALS
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".
A B
FT.FT.FT.%CY CY CY EACH LIN. FT.LIN. FT.E F G CY CY LIN. FT. DO NOT USE PVC.064.064.07912
HERCPWSP18" SIDE DRAIN PIPE FRAME W/ GRATE FOR DRIVEWAY STD. 840.30 J.B. STD. 840.31 OR STD. 840.32 M.H. STD. 840.51, STD. 840.52, OR STD. 840.53 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:
TOTAL LIN. FT.
FOR PAY
QUANTITY
SHALL BE
A + (1.3 X B)
30
.079.064361815363018
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
24
LINE &
STATION
SIZE
INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE
CLASS IV
361518
.064 DRIVEWAY D.I. STD. 840.30 ANGLED VANE GRATES AND FRAMES STD. 840.33 T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.15THICKNESS
OR GAUGE
15
MINIMUM REQUIRED SLOPEDrainage Pipe
(RCP, CSP, CAAP, HDPE, or PVC)
42 4812OFFSETSTRUCTURE NUMBER FROM TO24
30" C.S. ELBOW42
MANHOLE
CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE
C.A.A.
ABBREVIATIONS
CATCH BASIN
P.V.C.POLYVINYL CHLORIDE
CONVERT EXISTING C.B. TO J.B. CONVERT EXISTING C.B. TO D.I.CORRUGATED ALUMINIUM ALLOY
FLOWABLE FILLN.S.
C.B.
REMARKS
C.S.
REINFORCED CONCRETE
24" C.S. ELBOW 15" C.S. ELBOW G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.22301224 48
10' AND ABOVEGRATE
TYPERALD158 TRAFFIC BEARING JUNCTION BOX
J.B.
DROP INLET
R.C. PIPE REMOVAL ADJUST D.I. ADJUST C.B.SHEET NO.
3D-6
PROJECT NO.
U-4906
CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES
FOR DRAINAGE
STRUCTURES
18" C.S. ELBOWCORRUGATED STEEL
G.D.I.
TRAFFIC BEARING DROP INLET
JUNCTION BOX
GRATED DROP INLET
WIDE SLOT
D.I.
M.H.
NARROW SLOT
W.S.
T.B.D.I.
H.D.P.E.
T.B.J.B.C.B. STD. 840.01 OR STD. 840.02 T.B.D.I. FOR STEEL GRATES STD. 840.36FRAME,
GRATES,
AND HOOD
STD. 840.03
STEEL FRAME WITH TWO GRATES STD. 840.37REINFORCED ENDWALLSC. S. PIPE
MASONRYDRAINAGE STRUCTURE15" SIDE DRAIN PIPEENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 G.D.I. (N.S. FLAT) FRAME W/ GRATE STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ GRATE STD. 840.22 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 CONVERT EXISTING D.I. TO J.B. CONVERT EXISTING J.B. TO D.I. BERM DITCH OUTLET STD. 850.10 (PER EACH)MISC PIPE
28" x 20" CAAP24" SIDE DRAIN PIPE0' THRU 5'5' THRU 10' G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 G.D.I. (W.S. FLAT) FRAME WITH GRATE STD. 840.20 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27COMPUTED BY:
CHECKED BY:
Allen Hodges, E.I.DATE:
DATE:James Byrd, P.E.
5/17/2021
5/17/2021
-L1- 20+50 25 LT 42
-L1- 21+02 26 LT 62
-L1- 22+20 27 LT 22
-L1- 23+07 27 LT 22
-L1- 18+09 26 RT 79
-L1- 18+91 25 RT 80
-L1- 19+79 25 RT 90
-L1- 58+22 32 RT 10
-L1- 59+40 27 RT 114
-L1- 60+46 27 RT 96
-L1- 60+95 0 RT 51
-L1- 61+75 26 RT 158
-L1- 66+13 20 RT 65
-L1- 66+78 22 RT 63
-L1- 67+72 24 RT 120
-L1- 68+74 25 RT 81
-L1- 69+44 25 RT 57
-L1- 69+98 25 RT 50
-L1- 70+40 26 RT 31
-L1- 71+02 27 RT 93
-L1- 71+69 30 RT 48
-L1- 71+95 29 RT 7
-L1- 72+33 26 RT 75
-L1- 72+73 31 RT 10
-L1- 73+32 26 RT 121
-L1- 74+35 26 RT 81
-L1- 74+74 31 RT 12
-L1- 75+18 26 RT 81
-L1- 76+12 23 RT 103
-L1- 76+60 27 RT 11
-L1- 76+80 22 RT 35
-L1- 76+94 29 RT 11
-L1- 77+69 25 RT 147
-Y4- 10+15 22 LT 61
-Y4- 10+76 23 LT 59
-Y4- 13+28 23 LT 22
-Y4- 14+06 23 LT 42
-Y4- 14+18 23 RT 35
-Y4- 14+60 23 RT 29
-Y4- 15+68 23 RT 26
-Y4- 16+04 22 LT 30
-Y4- 16+55 22 RT 57
-Y4- 17+01 23 LT 46
-Y4- 17+69 23 LT 87
-Y4- 18+15 1 RT 51
-Y4- 18+24 36 LT 28
-L1- 65+14 28 LT 183
-L1- 66+79 26 LT 142
-L1- 68+02 26 LT 101
-L1- 69+25 26 LT 142
3269
Remove 15" RCP
Remove 18" CMP
Remove 15" RCP
Remove 18" CMP
Remove 18" CMP
Remove 18" CMP
Remove 18" CMP
Remove 18" CMP
Remove 15" RCP
Remove 15" RCP
Remove 15" CMP
Remove 15" RCP
Remove 15" RCP
Remove 15" RCP
Remove 15" RCP
Remove 15" RCP
Remove 18" RCP
Remove 18" CMP
Remove 18" CMP
Remove 18" CMP
Remove 18" CMP
Remove 18" CMP
Remove 15" CMP
Remove 18" CMP
Remove 15" CMP
Remove 18" CMP
Remove 15" RCP
Remove 12" RCP
Remove 15" RCP
Remove 18" RCP
Remove 18" CMP
Remove 18' CMP
Remove 18" CMP
Remove 18" CMP
Remove 15" CMP
Remove 15" RCP
Remove 24" RCP
Remove 18" RCP
Remove 18" RCP
Remove 18" RCP
Remove 15" RCP
Remove 15" RCP
Remove 15" RCP
Remove 15" RCP
Remove 24" RCP
Remove 24" RCP
Remove 18" RCP
Remove 18" RCP
Remove 15" RCP
Remove 15" RCP
SHEET TOTALS
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".
A B
FT.FT.FT.%CY CY CY EACH LIN. FT.LIN. FT.E F G CY CY LIN. FT. DO NOT USE PVC.064.064.07912
HERCPWSP18" SIDE DRAIN PIPE FRAME W/ GRATE FOR DRIVEWAY STD. 840.30 J.B. STD. 840.31 OR STD. 840.32 M.H. STD. 840.51, STD. 840.52, OR STD. 840.53 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26NOTE:
TOTAL LIN. FT.
FOR PAY
QUANTITY
SHALL BE
A + (1.3 X B)
30
.079.064361815363018
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
24
LINE &
STATION
SIZE
INVERT ELEVATION TOP ELEVATION INVERT ELEVATIONR. C. PIPE
CLASS IV
361518
.064 DRIVEWAY D.I. STD. 840.30 ANGLED VANE GRATES AND FRAMES STD. 840.33 T.B.D.I. STD. 840.35 BERM DITCH OUTLET STD. 850.11 (PER EACH) D.I. STD. 840.14 OR STD. 840.15THICKNESS
OR GAUGE
15
MINIMUM REQUIRED SLOPEDrainage Pipe
(RCP, CSP, CAAP, HDPE, or PVC)
42 4812OFFSETSTRUCTURE NUMBER FROM TO24
30" C.S. ELBOW42
MANHOLE
CONCRETE COLLARS CL. "B" STD. 840.72HIGH DENSITY POLYETHYLENE
C.A.A.
ABBREVIATIONS
CATCH BASIN
P.V.C.POLYVINYL CHLORIDE
CONVERT EXISTING C.B. TO J.B. CONVERT EXISTING C.B. TO D.I.CORRUGATED ALUMINIUM ALLOY
FLOWABLE FILLN.S.
C.B.
REMARKS
C.S.
REINFORCED CONCRETE
24" C.S. ELBOW 15" C.S. ELBOW G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.22301224 48
10' AND ABOVEGRATE
TYPERALD158 TRAFFIC BEARING JUNCTION BOX
J.B.
DROP INLET
R.C. PIPE REMOVAL ADJUST D.I. ADJUST C.B.SHEET NO.
3D-7
PROJECT NO.
U-4906
CONCRETETRANSITIONALSECTION D.I. FRAME AND GRATES STD. 840.16 D.I. STD. 852.04 OR STD. 852.06QUANTITIES
FOR DRAINAGE
STRUCTURES
18" C.S. ELBOWCORRUGATED STEEL
G.D.I.
TRAFFIC BEARING DROP INLET
JUNCTION BOX
GRATED DROP INLET
WIDE SLOT
D.I.
M.H.
NARROW SLOT
W.S.
T.B.D.I.
H.D.P.E.
T.B.J.B.C.B. STD. 840.01 OR STD. 840.02 T.B.D.I. FOR STEEL GRATES STD. 840.36FRAME,
GRATES,
AND HOOD
STD. 840.03
STEEL FRAME WITH TWO GRATES STD. 840.37REINFORCED ENDWALLSC. S. PIPE
MASONRYDRAINAGE STRUCTURE15" SIDE DRAIN PIPEENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE)NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 G.D.I. (N.S. FLAT) FRAME W/ GRATE STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ GRATE STD. 840.22 T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54 CONVERT EXISTING D.I. TO J.B. CONVERT EXISTING J.B. TO D.I. BERM DITCH OUTLET STD. 850.10 (PER EACH)MISC PIPE
28" x 20" CAAP24" SIDE DRAIN PIPE0' THRU 5'5' THRU 10' G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 G.D.I. (W.S. FLAT) FRAME WITH GRATE STD. 840.20 C.B. STD. 852.05 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27COMPUTED BY:
CHECKED BY:
Allen Hodges, E.I.DATE:
DATE:James Byrd, P.E.
5/17/2021
5/17/2021
-L1- 70+58 26 LT 121
-L1- 72+13 26 LT 188
-L1- 73+56 26 LT 95
-L1- 74+66 26 LT 121
-L1- 75+79 26 LT 101
-L1- 76+79 27 LT 93
-L1- 78+11 25 LT 19
-L1- 77+69 25 RT 9
-L- 160+83 2 RT 4
-L- 165+22 13 LT 4
-L- 172+59 32 RT 6
23 738
488 108 252 68 2380 1728 1964 758 60 108 92 12.000 81 20 9 11 49 49 2 1 3 9 1 7 1 23 0.9991 5806
Remove 18" CMP
Remove 140' of 18" CMP. Plug and Fill w/ Flowable Material
Plug and Fill 18" RCP w/ Flowable Material
Plug and Fill 15" RCP w Flowable Material
Plug and Fill 18" RCP w/ Flowable Material
PROJECT TOTALS
Remove 18" CMP
Remove 18" CMP
Remove 18" CMP
Remove 18" CMP
Remove 18" CMP
Remove 18" CMP
SHEET TOTALS
27.1
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".
A B
FT.FT.FT.%CY CY CY EACH LIN. FT.LIN. FT.E F G CY CY CY LIN. FT.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
7860
MISC PIPE
87" x 63" CAAPDRAINAGE STRUCTURE FLOWABLE FILL66 72
REINFORCED ENDWALLSC. S. PIPE
8484OFFSETSTRUCTURE NUMBER FROM TOMASONRYN.S.
C.B. TEMP STEEL PLATE COVER MASONRY DRAINAGETRAFFIC BEARING DROP INLET
P.V.C.POLYVINYL CHLORIDE
C.A.A.
JUNCTION BOX
HIGH DENSITY POLYETHYLENE
CATCH BASIN
CONCRETETRANSITIONALSECTION D.I. STD. 852.04 OR STD. 852.06 C.B. STD. 852.05 MODIFIED CONC. FLUME CONCRETE AND BRICK PIPE PLUG STD. 840.71NOTE:
TOTAL LIN. FT.
FOR PAY
QUANTITY
SHALL BE
A + (1.3 X B)
QUANTITIES
FOR DRAINAGE
STRUCTURES
54
0' THRU 5'5' THRU 10'ENDWALLSSTD. 838.01 OR STD. 838.11(UNLESS NOTED OTHERWISE) T.B.J.B. STD. 840.34 M.H. FRAME AND COVER STD. 840.54C.B. STD. 840.01 OR STD. 840.02 BERM DITCH OUTLET STD. 850.10 (PER EACH)RALD158 ENERGY DISSIPATION BASINTRAFFIC BEARING JUNCTION BOX
J.B.
DROP INLET
R.C. PIPE REMOVALREMARKS
C.S.
REINFORCED CONCRETE
CORRUGATED STEEL
G.D.I.
SHEET NO.
3D-8
PROJECT NO.
U-4906
NARROW SLOT
WIDE SLOT
D.I.
M.H.10' AND ABOVEGRATE
TYPE
FRAME,
GRATES,
AND HOOD
STD. 840.03
STEEL FRAME WITH TWO GRATES STD. 840.37 G.D.I. (N.S. SAG) FRAME W/ 2 GRATES STD. 840.24CORRUGATED ALUMINIUM ALLOY
MANHOLE
CONCRETE COLLARS CL. "B" STD. 840.72T.B.D.I.
H.D.P.E.
T.B.J.B. D.I. FRAME AND GRATES STD. 840.16 G.D.I. TYPE "D" STD. 840.19 OR STD. 840.28 G.D.I. (W.S. FLAT) FRAME WITH GRATE STD. 840.20 D.I. STD. 840.14 OR STD. 840.15 G.D.I. TYPE "A" STD. 840.17 OR STD. 840.26 G.D.I. TYPE "B" STD. 840.18 OR STD. 840.27 G.D.I. (N.S. FLAT) FRAME W/ 2 GRATES STD. 840.29 G.D.I. (W.S. SAG) FRAME W/ 2 GRATES STD. 840.22 G.D.I. (W.S. FLAT) FRAME W/ 2 GRATES STD. 840.20 G.D.I. (N.S. SAG) FRAME W/ GRATE STD. 840.24 G.D.I. (N.S. FLAT) FRAME W/ GRATE STD. 840.29 FRAME W/ GRATE FOR DRIVEWAY STD. 840.30 J.B. STD. 840.31 OR STD. 840.32 M.H. STD. 840.51, STD. 840.52, OR STD. 840.53 G.D.I. (W.S. SAG) FRAME W/ GRATE STD. 840.2278606672 84
PREFORMED SCOUR HOLE (PER EACH) DRIVEWAY D.I. STD. 840.30 ANGLED VANE GRATES AND FRAMES STD. 840.33 T.B.D.I. STD. 840.35GRATED DROP INLET
ABBREVIATIONS
BERM DITCH OUTLET STD. 850.11 (PER EACH)W.S. SPRING BOX STD. 840.41 T.B.D.I. FOR STEEL GRATES STD. 840.36MINIMUM REQUIRED SLOPEDrainage Pipe
(RCP, CSP, CAAP, HDPE, or
PVC) DO NOT USE PVCLIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 54 INCHES & OVER)
LINE &
STATION
SIZE
INVERT ELEVATION TOP ELEVATION INVERT ELEVATION66 72 785460
R. C. PIPE
CLASS IV
60 6654 72 78 5484
HERCPWSPR. C. PIPE
CLASS V
THICKNESS
OR GAUGE
COMPUTED BY:
CHECKED BY:
Allen Hodges, E.I.DATE:
DATE:James Byrd, P.E.
5/17/2021
5/17/2021
-L- 200+92 42 LT 1601 7.500
-L- 200+90.13 37 LT 1601 1602 30.8 30.8 12
-L- 200+88 31 LT 1602 38.6 5.300 1 1
-L- 200+79 2 RT 1602 1603 30.8 30.5 68
-L- 200+70 35 RT 1603 37.8 5.300 1 1
-L- 200+69 41 RT 1603 1606 30.5 30.5 12
-Y5- 12+00 26 LT 1604 7.500
-Y5- 12+00 1 RT 1604 1609 27.9 27.7 56
148 15.000 10.600 2 2
148 15.000 10.600 2 2
SHEET TOTALS
See Sheet 2C-4
See Sheet 2C-3
87" x 63" CAAP, 10 Gauge
87" x 63" CAAP, 10 Gauge
See Sheet 2C-3
87" x 63" CAAP, 10 Gauge
See Sheet 2C-4
87" x 63" CAAP, 10 Gauge
PROJECT TOTALS
COMPUTED BY: Cory Grell DATE: 9/28/18PROJECT NO. SHEET NO. CHECKED BY: Roy H. Tellier, PE DATE: 10/24/18U-49063G-1-L- 40+00.00 107+00.00 SD 6700-L- 159+00.00 173+00.00 SD 1400 -Y4- 10+50.00 15+75.00 ASU 12 500 950 1500-L- 189+00.00 225+00.00 SD 3600-L1- 63+73.00 70+00.00 SD 650-Y4- 10+00.00 15+00.00 SD 500SD 1000500 950 3300TOTAL LF: 13850TOTAL CY/TONS/SY:1000 1900 4800*ASU = Aggregate Subgrade, AST = Aggregate StabilizationCONTINGENCY*UD = Underdrain*BD = Blind DrainStation StationLINE Station StationLocation (LT/RT/CL)Drain Type* (UD/BD/SD)LFSUMMARY OF AGGREGATE SUBGRADE/STABILIZATION*Total square yards of Geotextile for Soil Stabilization is only the estimated quantity for ASU/AST and may only represent a portion of the geotextile quantity shown in the Item Sheets of the Proposal.Shallow Undercut CYClass IV Subgrade Stabilization TONSGeotextile for Soil Stabilization SYStabilizer Aggregate TONSClass IV Aggregate Stabilization TONSSTATE OF NORTH CAROLINADIVISION OF HIGHWAYSAggregate Type* ASU(1/2)/ASTAggregate Thickness INCHES[8" for ASU(2)]SUMMARY OF SUBSURFACE DRAINAGE*SD = Subsurface DrainCONTINGENCYLINE
RALD092,10/3/2018,P:\58177 NCDOT Division On-Call\U-4906 Onslow County\Roadway\Proj\ROWParcels.xls
PROJ. REFERENCE NO.SHEET NO.
U-4906 3P-1
PARCEL INDEX SHEET
PARCEL No. SHEET No. PROPERTY OWNER NAME PARCEL No. SHEET No. PROPERTY OWNER NAME
1 5 ZACHARY YOUNTZ, et ux 60 23 AMBER WOLNIK
1A 5 ONWASA 61 23 JUDE JOSEPH, ET VIR
2 5 MICHAEL BYNUM 62 23 CHARLES BUCKLER
3 6 MICHAEL BYNUM 63 23 RICHARD WRATCHFORD
4 7 KEITH GURGANUS 64 24 BETHLEHEM BAPTIST CHURCH
5 8 GEORGE NEWBOLD 65 24 GARY BAYSDEN, et ux
6 8 KEITH GURGANUS 66 25 WARDEN BAYSDEN, et ux
7 9 GEORGIA WHITE 67 25 TERRY BRITT, et ux
8 9 SUE BOGGS, et al 68 25 LLOYD HERBERT
9 9 REBECCA BRYANT 69 25 JOSHUA I. CORDUAN
10 9 ROBERT JUSTICE 70 25 EPARK LLC
11 9 ROBERT JUSTICE 71 25 JEFFERSON M. DRUM, et ux
12 9 REBECCA BRYANT 72 25 KENNETH STRAUB, et ux
13 9,10 CITY OF JACKSONVILLE 73 25 LUTHER MITCHELL, JR.
14 9,10 BONNIE FREDRICK 74 25 ED JONES, et ux
15 10 RONALD NEWBOLD 75 25 EDDIE JONES, et ux
16 10 FRANKLIN DILL 76 25 RANDY JARMAN, et ux
17 10 FREDERICK SPRUILL 77 25,26 RANDY JARMAN, et ux
18 10 THOMAS SMOLSKI, et ux 77A 26 RANDY JARMAN, et ux
19 10 MERWIN MARSHBURN, et ux 78Z 25 EDDIE JONES, et ux
20 10 RANDY FINDEISEN, et ux 79Z 25 EDDIE JONES, et ux
21 10,11 HOWARD HERBERT, JR., et ux 80Z 25 EDDIE JONES, et ux
22 10,11 JON HACKETT, et ux 81Z 26 LINDA LACORTE
23 11 ROBERT SMITH, et ux 82Z 26 EDDIE JONES, et ux
24 12,13 BETTY CULLIPHER, et al 83 26 EDDIE JONES, et ux
25 12,113 WILLIAM HANCOCK, et ux 84 26 LARRY D. COTTLE, et ux
26 13 MARGARET M. THOMPSON 85 26 PHILIP F. GAREY, et ux
27 13 GEORGE FRANKLIN & EDNA MARSHBURN 86 N/A PARCEL NO. NO LONGER USED
28 13 ASHLEY K. & KATHRYN M. FAIRCLOTH 87 N/A PARCEL NO. NO LONGER USED
29 13,14 EDNA P. & FRANKLIN MARSHBURN 88 25 CAROLINA PRIDE HOMEBUILDERS, INC
30 13 RONALD J.&KATHERINE CZOSNYKA 89 25 CAROLINA TELEPHONE & TELEGRAPH
31 13 GARY DALE JR & JACOB ERIN MARSHBURN 90 25 MYRON D. LANIER, et ux
32 13,14 ZELMA RAHAL, et al 91 25 VELMA L. WALKER
33 16 GABRIEL RODRIGUEZ 92 25 FRANCIS L. MUMPOWER,et ux
34 16 THERESA McALLISTER 93 13 DAVID M. & PATSY ANN SYDES
35 16 JAMES McALLISTER, et ux 94 23 EVELYN SIMS
36 16, 18A MORTON & MORTON PROPERTIES LLC 95 25 JACKIE F. WATERS, et ux
37 18, 18A PREPS, INC 96 16 CLINTON & SYLVIA RUNYON
38 18, 18A MARION HOWARD, et ux 97 16 JOHNNIE CARSON
39 18,19 WEYERHAEUSER REAL ESTATE DEVELOPMENT 98 16 MITCHBURG INVESTMENT, LLC
40 19 JONES-ONSLOW EMC 99 14 KAVI MORTON, et al
41 19 ANTHONY W. SYDES 100 14 LIVING HOPE COMMUNITY CHURCH OF JACKSONVILLE
42 N/A PARCEL NO. NO LONGER USED
43 21 AARON STANDARD, et ux
44 21 AARON STANDARD, et ux
45 21 WILLA GREGG
46 21 MORTON INVESTMENTS, LLC
47 21 GREGORY MARSHBURN, et ux
48 21 EARL MARSHBURN, et ux
49 21 CARL MARSHBURN
50 21,22 CARL MARSHBURN, et ux
51 21,22 MORTON INVESTMENTS LLC
52 22 CARL MARSHBURN
53 23 BRANDON SISSON
54 23 LOUISE DUNN, et vir
55 23 ANNETTE METTS, et vir
56 23 JIMMY METTS, et ux
57 23 SERENA CAPLINS
58 23 JERMEY JORGE, et ux
59 23 RANDY THOMPSON, et al
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
DocuSign Envelope ID: DA53FED6-F525-44FB-8720-6A6B9DE906F6
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DocuSign Envelope ID: DA53FED6-F525-44FB-8720-6A6B9DE906F6
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0
0
01
}INTB
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
PROJECT REFERENCE NO.
U-4906
SHEET NO.
7
R/W SHEET NO.
0
NOTE: CENTURY -LINK RECORDS INDICATE A
BURIED F.O. HAND HOLE IN THIS VICINITY.
UNABLE TO FIELD LOCATE THIS STRUCTURE.
MICHAEL BYNUM
ESTATE FILE OF SARAH MAZINGO \
(5-II-II_DOD) 62
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OF TRANSITION TO 14" HDPE PIPE -
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(FO)
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PED T�Cam` EXP A.
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ANDREW WESTON, et al
DB 3969 PG 456
DB 4111 PG 641
9i BZ
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CHARLES WESTMOOUREEELAND,et al
ESTATE FILE E0(,JUNE 4,ic 2008)st
6,4oh5°2r-line AEC
34.55'
o _
'(4114IPES)
co
Co
N
O
Sr
ti
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-L-
Pis Sta 71+28.07
8s = 8° 54' 19.7"
Ls = 299.98'
LT = 200.24'
ST = 100.22'
GRAVEL
P1 Sta 85+70.92
A = 22° 02' 06.7" (LT)
D = 5° 22' 45.8"
L = 409.62'
T = 207.37'
R = 1,065.10'
SE = EXISTING
SUZANNE POSTE
DB 873 PG 212
� I
(AATUR)
+50.00 -L-
30.00' RT
SPEC. LAT. 'V' DITCH
SEE DETAIL 1
NOTE& APPROXIMATE LOCATION
OF AfANSITION TO 14" HDPE PIPE
REEK.
T —
\0
+ 00.00 -L-
40.00' RT
30' Public Trust
Shoreline AEC
DETAIL 1
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
1 Fill
\\et Slope
Min. D= 1.0 Ft.
FROM -L- STA. 75 + 50 TO STA. 77 + 50 RT.
15" RC
S 64° /535.3" E
CULTIVATED FIELD
+00.00 -L-
30.00' RT
0
6" ONWASA
EIR d
0
Z_
Z
w
0
Z
0
w
co
N 59°I4'49" W
74.05'
ti PEGGY
MARSHBURN,
et al
DB 504 PG 459
MB 4I PG 153
/� &�RJ
EIR
F Aga, ' ETAIN
50' TAPER
RT/LT
\-\
O
PK (AATUR)
0
co
ANDREW WESTON, et al
DB 3969 PG 456
DB 4111 PG 641
ISBKD
•
EIR
T
S 52°34'17•E
SUZANNE POSTE
DB 826 PG 514
S
-BL-�
M F 5 R
SR/308 - GUM BRANCH RD.
22' PAVED ROADWAY
-T F8
12" ONWASA
CULTIVATED FIELD
KEITH GURGANUS
DB 247 PG 368
DESC. NOT GOOD
ESTATE FILE OF SARAH MAZINGO (5-II-II_DOD)
BY TAX MAPPING
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
I<n
WV/
EIP,
63°52'34" W
3.70'
EIP
S 64°50'10" E
ROADWAY DESIGN
ENGINEER
SCASioRel;S!/���i
�FEltiy
SEAL•36786 ;
HYDRAULICS
ENGINEER
- •'
••��SEAL �•
15764•
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GEORGE NEWBOLD,
et ux
DB 473 PG 221
Sta. 83+63.55
209.78'
NOTE: EXISTING UTILITY POST
ASSOCIATED WITH ABANDONED
CATV EQUIPMENT.
48" CHL
LI 0
SOPHIE CHAO
DB 4044 PG 431
ISBKD
I L-
� I
STING R/W(D I
9'!F
12` ONWAS
EXISTING R/W
Kt AIN
- w-
w
N
CULTIVATED FIELD
C
X
68" CHLj 15'
IE'
18' RCP
VALVE /ARV
N 25°01'16" E
68.63'
X
i148" CHL:
X
0
O
O
PASTU
36" EL
0
�1GR\\
1 �
CONC \
FOR —L— PROFILE, SEE SHEET 28

DocuSign Envelope ID: DA53FED6-F525-44FB-8720-6A6B9DE906F6
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DocuSign Envelope ID: DA53FED6-F525-44FB-8720-6A6B9DE906F6
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DocuSign Envelope ID: DA53FED6-F525-44FB-8720-6A6B9DE906F6
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DocuSign Envelope ID: DA53FED6-F525-44FB-8720-6A6B9DE906F6
7/2/2021 7/2/2021
DocuSign Envelope ID: DA53FED6-F525-44FB-8720-6A6B9DE906F6
7/2/2021 7/2/2021
DocuSign Envelope ID: DA53FED6-F525-44FB-8720-6A6B9DE906F6
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DocuSign Envelope ID: DA53FED6-F525-44FB-8720-6A6B9DE906F6
7/2/2021 7/2/2021
DocuSign Envelope ID: DA53FED6-F525-44FB-8720-6A6B9DE906F6
7/2/2021 7/2/2021
DocuSign Envelope ID: DA53FED6-F525-44FB-8720-6A6B9DE906F6
7/2/2021 7/2/2021
DocuSign Envelope ID: DA53FED6-F525-44FB-8720-6A6B9DE906F6
7/2/2021 7/2/2021
DocuSign Envelope ID: DA53FED6-F525-44FB-8720-6A6B9DE906F6
7/2/2021 7/2/2021
DocuSign Envelope ID: DA53FED6-F525-44FB-8720-6A6B9DE906F6
7/2/2021 7/2/2021
DocuSign Envelope ID: DA53FED6-F525-44FB-8720-6A6B9DE906F6
7/2/2021 7/2/2021
DocuSign Envelope ID: DA53FED6-F525-44FB-8720-6A6B9DE906F6
7/2/2021 7/2/2021
DocuSign Envelope ID: DA53FED6-F525-44FB-8720-6A6B9DE906F6
7/2/2021 7/2/2021
DocuSign Envelope ID: DA53FED6-F525-44FB-8720-6A6B9DE906F6
7/2/2021 7/2/2021
PROJECT REFERENCE NO.
c
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N
0
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•
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CV/
CV
I 3
C_D-0
Q 0
In
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cc
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DETAIL 22
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Fill
Slope
Min. D= 1.0 Ft.
FROM -L1- STA. 17 + 80 TO STA. 23 + 00 RT
DETAIL 19
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Fill
Slope
Min. D= 0.5 Ft.
FROM -L1- STA. 15 + 00 TO STA. 18 + 00 LT
FROM -L1- STA. 19 + 00 TO STA. 21 + 00 LT
DETAIL 18
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural \ o< Fill
Ground �' / TD *\13's. Slope
B Min. D= 2.0 Ft.
B = 2.0 Ft.
FROM -L1- STA. 21 + 30 TO STA. 23 + 34 LT
N 30°43'53" W
DETAIL 23
STANDARD LATERAL BASE DITCH
( Not to Scale)
Natural
Ground
B
B= 2.0 Ft.
Min D= 2.0 Ft.
-L1-
BRANDON SISSON
DB 3205 PG 894
PB 51 PG 59
68 -L1-
9 '1.00'LT
3 SP° + 47.46 -L1
68.05' LT
CLASS 'B' RIP -RAP
EST. 8 TONS
EST. 21 SYGF
SPEC. LAT. BASE DITCH
SEE DETAIL 23
S=4.1%
DDE=160 CY +00.00 -L1-
45.00' LT
1� S•NSTRUCTION
s
s�o,p
9 -
+ 49.91 -L1
89.75' LT
200.97'
FROM -L1- STA. 13 + 73 TO STA. 14 + 50 LT
BZ
OT STA 13 + 73.34
+ 50.00 -L1-
EVELYN SIMS
DB 3294 RG 816
PB 52 PG 132
+ 63.50 -L1-
+ 53.00 -L1-
71.00' LT
+47.00
30.0
F
69.50' LT
+61.00 -L1-
53.85' LT
LOUISE DUNN, et vir
DB 2717 PG 277
PB 51 PG 59
DONALD CUSTY, JR %
DB 809 PG 582
syc�
F
s� �s
END RES URFA CING
-LI- POT STA 14
245.28'
SPEC. LAT. 'V' DITCH
SEE DETAIL 19
65.00' LT
45.00' RT
e
JERMEY JORGE, et ux
DB 3467 PG 388
\N(f)
PB 44 PG 179
-Y3- PT Sta. 17+10.28 -N5:0_
BEGIN CONS
JIMMY METTS, et
DB 522 PG 3
92.50' LT
65.00' LT
92.00' LT
48.84'
RUCTION
+67.81
vn
rn
30.00' RT
+29.75 -Y3-
30.00' RT
67.12' LT
65.33' LT
64.92' LT
REMOVE
70.00' RT
TRANSITION STONE
CLASS 'EY RIP -RAP
EST. 5 TONS
EST. 11 S.Y.G.F.
/
ANNE ANDERSON
DB 2297 PG 290
PB 44 PG 179
DETAIL 20
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
SERENA CAPLINS
DB 2782 PG 814
PB 44 PG 179
Slope
FROM -L1- STA. 17 + 00 TO STA. 17 + 67 RTC
N 31°43'27W
100.00'
No
1
O r
SPEC. LAT. 'V' DITCH
SEE DETAIL 19
+ 59.50 -L1-
88.50' LT
+ 56.00 -L1-
62.76' LT
+ 65.38 -L1-
45.00' LT
ANNETTE METTS,
et vir
DB 1203 PG 200
REMOVE
65.00' RT
40.00' RT
30.00' RT
cp
rn
INTERSECTION OF -L1- (SR 1308 - GUM BRANCH RD)
AND -Y3- (SR 2031 - MENDOVER DR)
2019 AADT
2040 AADT
21960
SR 1308 39100
GUM BRANCH RD
SR 2031
MENDOVER DR
22560
40200
5.1
50.00' RT
CLASS 'B' RIP -RAP
EST. 3 TONS
EST. 10 SYGF
SPEC. LAT. 'V' DITCH
SEE DETAIL 20
RANDY THOMPSON, et al
DB 1487 PG 677
PB 42 PG 26
\ +67.81 -Y3-
30.00' LT
30.00' LT
+05.20
115.25' LT
80.35' LT
69.50' LT
-Y3-
R = 929.50'
AMBER WOLNIK
DB 4143 PG 252
PB 21 PG 190
115.50' LT
135.67'
SEPTI
DRAW
PL
79.00' LT
PARCEL 60
TANK & DR F
PER SKETCH SHO
SPEC. LAT.
50.00' LT
REMOVE
24" RCP
REMOVE
45.00' RT
SPEC. LAT. 'V' DITCH
SEE DETAIL 22
-Y3- STA 20+08.42
56.21' LT
SECRETARY OF
VETERANS AFFAIRS
DB 4356 PG 568
PB 21 PG 190
119.26'
78.00' LT
SEPTIC TANK & DRAIN FIELD
DRAWN PER SK CH SHOWING
PLUS \MINUS LOCATION
50.00' LT
REMOVE
01
45.00' RT
C•INTB
HNTB NORTH CAROLINA, P.C.
Raleigh, North Carolina 27609
NC License No: C-1554
U-4906
SHEET NO.
23
CHARLES BUCKLER
DB 664 PG 889
PB 21 PG 190
106.00' LT
78.00' LT
SEPTIC TA
DRAWN PE
PLUS
RCEL 62
K & DRAIN FIE
SKETCH SHOW
INUS LOCATION
AsNEKP
E DETA
SPEC. LAT. 'V' DITCH
SEE DETAIL 22
ca
RICHARD WRATCHFORD
DB 4233 PG 848
PB 21 PG 190
100.84'
100' BAY TAPER LT
316
60.00'
40.00' RT
30.00' RT
+31.00 -L1-
40.25' RT
89.50' RT
89.50' RT
24"X24" DISTRIBUTION BOX
SEPTIC TANK
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON PLANS
EIP
+25.00
55.00' LT
50.00' LT
30.00' LT
T it
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
•
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ROGER HARDEN, JR.,
DB 6e5
109.08'
RETAIN
EXISTING R/V3)
30.00' RT
L01- 5 (SEPTIC FIELD)
91.00'
SCOTT DARCH,
et ux
END CONSTRUCTION
-LI- POT STA 23+25.00
BEGIN RESURFACING
-LI- POT STA 23+25.00
FOR -L1- PROFILE, SEE SHEET 36

DocuSign Envelope ID: DA53FED6-F525-44FB-8720-6A6B9DE906F6
7/2/2021 7/2/2021
DocuSign Envelope ID: DA53FED6-F525-44FB-8720-6A6B9DE906F6
7/2/2021 7/2/2021
0'
01
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}INTB
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
NC License No: C-1554
PROJECT REFERENCE NO.
U-4906
SHEET NO.
26
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
cc
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—LI—
P1 Sta 78+24.83
A = 2/° I9' 39.5" (LT)
D = 5° /2' 3/.3"
L = 409.46'
T = 207.13'
R = 1,100.00'
SE = EXISTING -
N 02°54'41" W N 08°09'41" W x N 08°09'41" W
56.30' x 49.70'
RANDY JARMAN, et ux
DB 801PG 52
EDI—SU
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18palP
oI W
(WM)1 0
NO _SSOCIA(
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1
+ 59.84 -L1-
35.00' RT
46.69' RT
EDDIE JONES, et ux
DB 4249 PG 25
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129.40'
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106.02'
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40.00' LT
30.20' LT
0
18" CMP
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47.09' RT
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24" RCP
P
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—ET DI -SD
15"
RCP -IV +82.17 -L1
35.00' RT
44.79' RT
LINDA LACORTE
DB 951 PG 151
0
in
N
z
co
0
0
N
5 21°\a 3290
6
S 08°I2'32" E
124.85'
LARRY D. COTTTLE, et ux
DB 411 PG 620
01 ±
01
CLASS 'B' RIP -RAP _ _ — / N
/ N
8-T. Y4 �S GF �( N
SPEC. LAT. BASE DITCH
SEE DETAIL 7 2.5.94
S=0.1%
NPIPING F ND
15"
RCP -IV
+01.24 -L1-
35.00' RT
44.73' RT
Iv;
PHILIP F. GAREY, et ux
DB 4249 PG 776
N 15
162.00'
{
L� "I
2 9.1 fr L T ± /
GTD
30-tr
Shline AEC
lic Trust
rn
22
w/MH
\
(2614)
+ 99.32 -L1-
30.76' RT
+ 99.87 -L1-
35.00' RT
3" AMP
REMOVE 140 LF OF
EXISTING 18" CMP
& PLUG
S‘/
+ 55.00 -Ll-
45.004T
0.00' .d
145.
CLASS 'B'RIP-RAP
EST. 5 TONS
EST. 14 SYGF
+25.00 -L1- / INV=2.1
5.00'g
SO. Qd" LT '+
30' Public Trust
Shoreline AEC
CO
11)
JB w/MH
2616
DETAIL 7
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Fill
Slope
Min. D= 2.0 Ft.
B= 2.0 Ft.
FROM -L1- STA. 77+27 TO STA. 78+20 LT.
c
N
30' Public Trust
Shoreline AEC
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6' � SSE
N
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END CONSTR UCIT0111
END TIP PROJECT U-4906
-LI- STA 81 + 55.00
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON PLANS
30' Public Trust
Shoreline AEC
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