20211101 Ver 1_Pre-Filing Meeting Request Attachment_20210707 (2)

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CT, �I See Sheet 1A For Index of Sheets STATE STATE PROJECTRF.FERENCENO. SHEETNO. TOTAL
SHEETS
09
STATE (01F NORTiFff CAROLINA
1III Da S DON O ]F ]H[ ][ Gr]H[WAYS( ) STATE PROJ.NO. F.A.PROJ.NO. DESCRIPTION
QS 101 r,,_�, BBP2.R005.1 PE
CTERE►vBP2.R005.1 RW, UTILITIES
CARTERET Cps
O o BP2.R005.1 CONSTRUCTION
HARLOWE SR 1392 POPS
G�� CARTERET COUNTY
0
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:LI zLOCATION: BRIDGE NO. 150057ONSR1391 (BALL FARMRD)
OVER HARLO WE CANAL J' ed1ine Drama Plans
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PROJECT
LOCATION le _ fit n5 IevIpeJ with
' TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE 0 p en 111 ®a cc s
co) NOTE TO REVIEWER: 5 / / 2021
DETOUR 10 PRINT STYLE AND PSET DEVELOPMENT IS STILL IN PROGRESS
��� �� BY NCDOT FOR ORD DEVELOPED SHEETS AND CROSS SECTIONS.
VICINITY MAP (NTS) Nip
�1,�, 44414�''‘11111A AL ikk ix dripinaii PLOTTING IN THIS SET IS ACCOMPLISHED USING NCDOT'S
DEVELOPMENTAL STANDARDS FOR PLAN-ELEVATION AND
CROSS SECTION SHEETS. ALL OTHER SHEETS
iitajOraikilli Ali " Alitt wil UTILIZE THE FORMER V8i PRINT SYTLE AS NOT ALL SHEET
TYPES HAVE DEVELOPMENTAL STANDARD PLOT STYLES YET.
rsg 41161404116L
Vier THE CROSS SECION SUMMARY SHEET HAS BEEN REMOVED FROM
r"41 IN THIS PLAN SET. THE SUMMARY OF EARTHWORK QUANTITIES ARE
SHOWN IN SHEET 2B-1 AND ALL EARTHWORK QUANTITY
L:Li CALCULATIONS SHALL BE PROVIDED VIAA VOLUMETRIC ORD
REPORT AS A SUPPORTING DOCUMENT.
I. 4
BEGIN PROJECT Q END PROJECT
—L— STA. 12+30.00 —L— STA. 17+10.00
i
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cc
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BALL ARM RD SR 1391 Ti _—L J
TO NCHWY101 I i i i i i TO SR 1392 ,
J831/1
NAD
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BEGIN BRIDGE <
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< END BRIDGE
-L- STA.14+83± 0 -L- STA. 15+75±
L'(4, L'
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2
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
THIS PROJECT IS NOT LOCATED WITHIN MUNICIPAL BOUNDARIES.
reiN
THIS IS NOT A CONTROL OF ACCESS PROJECT.
PS P I';ELIMINA I', Y PLANS
DO NOT USE FOI° CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
•r. ,
DOCUMENT NOT CONSIDERED FINAL
CI
UNLESS ALL SIGNATURES COMPLETED
C.) GRAPHIC SCALES DESIGN DATA PROJECT LENGTH NCDOT Contact: CASEY WHITLEY, P.E., P.L.S. HYDRAULICS ENGINEER
NC FIRM LICENSE No: C-1506
ADT 2019 = 150 301 Fayettville St.,
Prepared in the Office of: Ralei h Suite 15027601 0 0NOR�i'Ay
50 25 0 50 100 ADT 2035 = 200 KISINGER CAMPO 9 , p't g
& ASSOCIATES [phone] 0 �
0
itillt K = N/A % LENGTHS FOR TIP PROJECT BP2.R005.1 2018 STANDARD SPECIFICATIONS 0
PLANS D = N/A %° PE.
LENGTH ROADWAY = 0.074 MILES SIGNATURE. wll
50 25 0 50 100 T = 6 /o RIGHT OF WAY DATE: JOHN P. MAZERES, P.E. ROADWAY DESIGNENGINEER o
1111-1 V = 55 MPH LENGTH STRUCTURES = 0.017 MILES 08/03/2021 PROJECT ENGINEER
a
PROFILE (HORIZONTAL) * TTST = 3% ,'�DUAL = 3% �� ' ooQ
TOTAL LENGTH = 0.091 MILES °? TRG\01
10 5 0 10 20 FUNC CLASS = LOCAL LETTING DATE: JASON DEBONE
aillt• 04/12/2022 PROJECT DESIGN ENGINEER
PROFILE (VERTICAL) SUB-REGIONAL TIER
P.E.
`� } J� J� J� SIGNATURE: �\ f

( i
BP2.RUU5.1
CO
2RD1 2A-1
LO
ROADWAY DESIGN
-L- (SR 1391 - BALL FARM RD) ENGINEER
8' 4' 10' 1 10' 4'
7' W/GR i 1 7' W/ GR
PAVEMENT SCHEDULE
w
z
n
PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, 0 =
C1 AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. Q Z
2 .
GRADE m PAVEMENT DESIGN
ENGINEER
POINT
C2 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF THE TWO LAYERS. EXIST. GROUND ,0.02 / 0.02 0.02 0.02
T 7-) 7 i 3, / 4,1 A A VAiilm
PROP. VARIABLE DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, 1 W W W W W W 11 1 :1 1 :1 3:1 to S EXIST. GROUND
C3 PLACED IN LAYERS NOT LESS THAN 1"GE RATE OF 110.0 LBS. PER SQ. YD. PER 1" BE OR TO EXCE D 1 .5" IN DEPTH. 7„ s 0 =T - ��
1 11
111 1
GRADE TO
PROP. APPROX. 4.0" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, THIS LINE
El AT AN AVERAGE RATE OF 456 LBS PER SQ. YD.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
STATE OF NORTH CAROLINA
R1 SHOULDER BERM GUTTER TYPICAL SECTION NO. 1
-L- STA. 12+30.00 TO STA. 14+83± (BEGIN BRIDGE)
-L- STA. 15+75± (END BRIDGE) TO STA. 17+10.00 ROADWAY DESIGN UNIT
T EARTH MATERIAL. PREPARED BY
KC/
KISINGER CAMPO
U EXISTING PAVEMENT. & ASSOCIATES
3' VARIES VARIES 3'
NC FIRM LICENSE No: C-1506
301 Fayetteville Street,
Suite 1500
V INCIDENTAL MILLING w w Raleigh, NC
Z Z
NOTE : PAVEMENT EDGE SLOPES ARE 1 : 1 UNLESS SHOWN OTHERWISE I _
U U
2 7" 7" 2
0.02 0.02
L / ,
z0.02 0.02
N.
\IPp3. T
EXIST. GROUND 21� I lb GRADE TO GRADE TOe gill EXIST. GROUND
TIT-±r-Th---nl-- THIS LINE THIS LINE 7 - PRELIMINARY PLANSI I ®® N®T USE F®R CONSTRUCTI®N
50' GUARDRAIL DETAIL INCOMPLETE PLANS
TO BE USED IN CONJUCTION WITH TYPICAL SECTION NO. 1
/
PROPOSED C1 Ov LL- SSTA.TA. 450+75± (E.41 OND BRIDGE) TO STA. 16+STA. 14+83± (BEGIN 49 4E)
PAVEMENT
A A
BEGIN/ END PROJECT EXISTING
PAVEMENT
INCIDENTAL MILLING PAVEMENT KEY-IN DETAIL (TIE-IN)
30'-0" OUT-TO-OUT
-L- STA. 12+30.00 TO STA. 12+80.00
-L- STA. 16+60.00 TO STA. 17+10.00
STATION RANGES ARE APPROXIMATE ONLY. 27'-10" CLEAR ROADWAY H
GRADE AND MILLING LIMITS MAY BE ADJUSTED
BY THE ENGINEER TO ENSURE A PROPER TIE-IN. 2 -L- (SR 1391 - BALL FARM RD) o
1'-1" 3'-11" 10' 1 10' 3'-11" 1'-1" U)
>_I H
W
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*** . .Th/ 42ARRIER RAIL" VERT. CONC.
B (TYP.)
� 0.02 i� 0.02
T
1 ; c_ii_ii_] ' [_H_ 8 _j _] [_j _
*** VARIES, SEE STRUCTURE PLANS \ 33" BOX-BEAM (TYP.)
7.25" MAX AT CL, 3.5" MIN.
BRIDGE TYPICAL SECTION
-L- STA. 14+83± (BEGIN BRIDGE TO
-L- STA. 15+7 ± (END BRIDGE)

PROJECT REFERENCE NO. SHEET NO.
BP2.R005.1 2D-/
0 z
m
0 O cn
C —1 CONCRETE OR RIP- RAP DITCH I— Q
I—I • Z SEE ROADWAY PLANS Q
Cn O I •
rHOXCp CC
mz = � � J � '—' z
00 =
- TRANSITION CURB DOWN AS CC
= O > C m (4) 12" #6 I DIRECTED BY THE ENGINEER W < Q Li_ =
I— U 0
= O END MODIFIED Q 1- H
Z H B / B cv CONCRETE FLUME 8" X 4" LIP CURB = Z W
• O O H BEGIN MODIFIED I C� W O J
n = CONCRETE FLUME 1 � -O" R . ►A
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z OUTLET�3"\�
C� O cv m DEPRESSION 0_
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APPROACH SLAB f o�
SHOULDER BERM GUTTER MODIFIED CONCRETE FLUME 1—
OPTIONAL SEE RDY . PLANS PAY LIMITS - PER EACH
SHOULDER BERM GUTTER
OPTIONAL SEE RDY. PLANS
M W =
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Z �' �' 1 0 4 r r° �0 . °o s a . -(7 e �° t„, ►►
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OR BEGINNING '
0
0000
rn 0 SECTION A -A < W 0-
rn , rn C 4" CONC . oC 1-1WATER PAVED DITCH SECTION C - C 0 cc O 1-1 FLOW C.)X Z I— OUTLET 8'� � 2► _ 8►► 1"—"' 8►► H Z 0
n DOWNGRADE OR SAG 1 Q 0
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FLOW DIVERSION
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FLOW DIVERSION FLOW DIVERSION 4 0 =
C FLOW ;+� ►► W pi_
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= m SAG DOWN GRADE �,�� _ ��
FLOW DIVERSION EXAMPLES o o � o
NOTES : 41I. .0 • ; ; �"0.1 ,�61
- CONSTRUCT MODIFIED CONCRETE FLUME AND SHOULDER BERM GUTTER IN ACCORDANCE WITH THIS DETAIL . RIP - RAP LINED DITCH
- CONSTRUCT CONCRETE DITCH IN ACCORDANCE WITH STD . DWG . NO . 850 . 01 .
- CONSTRUCT RIP RAP LINED DITCH IN ACCORDANCE WITH THIS DETAIL , IF CALLED FOR IN PLANS .
- CONCRETE OR RIP RAP LINED DITCH SHALL BE THE TYPE AND LENGTH SPECIFIED BY THE ROADWAY PLANS . THE DITCH SHALL
TERMINATE AS SHOWN ON THE PLANS . IF NO TERMINATION IS INDICATED PLACE RIP - RAP AT THE END OF THE DITCH AS INDICATED
BY STD . DWG . 876 . 02 FOR AN 18" PIPE . TRANSITIONS FROM THE DITCH TO TERMINATION SHALL BE AS DIRECTED BY THE ENGINEER .
SHEET 1 OF 1 - MODIFICATIONS SHALL BE AS DICTATED BY SITE CONDITIONS AND DIRECTED BY THE ENGINEER . SHEET 1 OF 1
MODFLMDTCH MODFLMDTCH
64
64
6
k
k
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ka ka CONTRACT STANDARDS
AND DEVELOPMENT UNIT
6 Office 919-707-6950 FAX [phone]
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7
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CI) ORIGINAL BY: E. E. Ward DATE : Apr. 2002
MODIFIED BY: E.E. Ward DATE : July 2004
CHECKED BY: DATE :
64 69- FILE SPEC . : w:details\stand\modifiedflume.dgn

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L_ 1 01 ! TB 2GI 1 ST SR 1 BALL - -M RD) \ / o TO SR 1392
I _ I 1�0' 7 r dl/IIII I ( AL = �� - -
\ , ► Not to Scale) (Not to Scale)
18'-BST SR 1391-(BALL FARM RD)--- X _- f O r N54°29'03.3"E - 1 '�� ,411 B 7r N� - I DOCUMENT NOT CONSIDERED FINAL
_ _ -- __ _ _ LI�y I ■ z -lz-� L- 1 ----- / UNLESS ALL SIGNATURES COMPLETED
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_ -- -" �} -`__�_---N\ = ---- I 8:1 ---^� _ =.. �t ,FIRinkromM PC! *al hZ �_- 4. i 10-D--- ---_ w STATE OF NORTH CAROLINA
/ / �I/A/� �' ■ c, D ' ' Natural 1 Fill Natural ti 1 Fill
/ _ _/_ _ _ _ L - 1 _/ _ I - \ Ground 4-/ \O� Slope Ground 3 7 00 Slope
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h� 301 Fayetteville Street,
ii 1�;0 111, \ 11 1 \\ \ , 0401 15 +95 28 LT - PIPE END - Suite 1500
IIII I;111 IIIIII ' 1 ' 1 Raleigh, NC 27601
ill jlllll I 1 [phone]
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0402 15 +95 13 RT 10.9' TB 2GI 0.02
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NOTE: FOR CREST AND SAG LOCATIONS, SEE PROFILE VIEW.
83�2�O
I
10 +50 11 +50 12 +50 13 +50 14 +50 15 +50 16 +50 17 +50
50 50
INC®1VIPLE'1["E PLANS
DO NOT USE FOR R.6 W ACQUISITION
-L- S R 1391 BALL FAR-viRD ) ]�RELI faY PLANS
USE FOR
DO NOT USE FOR CONSTRUCTION
40 - . 40
L = 180 L = 100 �
K = 188
K = 79 co
DS = 45 DS = 45 � �
co 6
30 - -_ 0_ a I 30
BEGIN GRADE > _ > END GRADE
STA. 12+30.00 © Loco o STA 17+10.00
co 0 °o o
ti OM If) co - L7 1'
+ co. + +
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20 co o 20
PROPOSED IOOYR
WSEL = 9.7'
- - - - - _ _ (-)1.0240% I BRIDGE HYDRAULIC DATA
10 - - -I' (-)1.1652% v (+)1.1027% - _ _ _ _ -L- 10
- - - 1 _ -e
(t)0.1091
\----\
�+ I I ; o DESIGN DISCHARGE = INDETERMINATE
� I
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LOWEST CHORD V I I 1 1.. H '
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III I ;i = o DESIGN HW ELEVATION = N/A FT
0 iI J + �;y I i i , II EXCAVATE TO 0 BASE DISCHARGE = 4000 CFS
= o - �, co ARMOR BANKS @ 1.5:1 II I 1 II BENCH EL. 2.8' 0 o II
CD _ _ W/ CLASS II GRANITE f > BASE FREQUENCY = 100 YRS
H o6 � _ 0• o RIP RAP 1 � 1 1 11 Z al �
z N II ti W w BASE HW ELEVATION = 9.70FT
-10 c� Q w o II I J -� -10 OVERTOPPING DISCHARGE = 4500 CFS
CO U) w z - J v o o I OVERTOPPING FREQUENCY = 100+ YRS
LU :A 1U I- co 0? = o r-
-oLC) I I- cc-
co II OVERTOPPING ELEVATION = 10.30 FT
NWSEL = 1.3' - >
-20 L = 100 in
w a a Q - -20
K = 47 cocnLi] > u) LL
DS = 40
-30 - - - -30
LU co O co co CV
I I I I O O O
-40 -40
10 +50 11 +50 12 +50 13 +50 14 +50 15 +50 16 +50 17 +50

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