HomeMy WebLinkAbout20211069 Ver 1_BP2.R018.1_PERMITS_BUFFER_11x17_20211213See Sheet 1A For Index of Sheets
PROJECT /
• • • •
Offsite Detour
VICINITY MAP (NTS)
BEGIN PROJECT
-L- STA 11+00.00
T 5 1,a°
g0,(p5 RD
S. GRIMESLAND BRIDGE RD
(SR 15651
STATE O)]F NO]K1r1H[ CARO]L][NA
]D][V][S][0N (0)]F ]H[][G]H[\WAYS
PITT COUNTY
9/27//2021
LOCATION: BRIDGE NO. 730015 ON SR 1565 (S. GRIMESLAND BRIDGE ROAD)
OVER CHICOD CREEK
TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE
CHI
**DESIGN EXCEPTION REQUIRED FOR MINIMUM HORIZONTAL CURVE RADIUS AND HORIZONTAL STOPPING SIGHT DISTANCE.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
THIS PROJECT IS NOT LOCATED WITHIN MUNICIPAL BOUNDARIES.
THIS IS NOTACONTROL OF ACCESS PROJECT.
GRAPHIC SCALES
40 20 0 40 80
PLANS
40 20 0 480
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
DESIGN DATA
ADT 2022 = 480
ADT 2042 = 840
K = N/A%
D = N/A%
T = 6 %*
V = 60 MPH
* TTST =3% DUAL 3%
FUNC CLASS =
LOCAL
SUB -REGIONAL TIER
PROJECT LENGTH
NOTE TO REVIEWER:
PRINT STYLE AND PSET DEVELOPMENT IS STILL IN PROGRESS
BY NCDOT FOR ORD DEVELOPED SHEETS AND CROSS SECTIONS.
PLOTTING IN THIS SET IS ACCOMPLISHED USING NCDOT'S
DEVELOPMENTAL STANDARDS FOR PLAN -ELEVATION AND
CROSS SECTION SHEETS. ALL OTHER SHEETS
UTILIZE THE FORMER ORD PRINT SYTLE.
THE CROSS SECTION SUMMARY SHEET HAS BEEN REMOVED FROM SH
THIS PLAN SET. THE SUMMARY OF EARTHWORK QUANTITIES ARE
SHOWN IN SHEET 3B-1 AND ALL EARTHWORK QUANTITY
CALCULATIONS SHALL BE PROVIDED VIAA VOLUMETRIC ORD
REPORT AS A SUPPORTING DOCUMENT.
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C.
BP2.R018.1
ll
STATE PROD: NO.
F. A PROI. NO.
DESCRIPTION
BP2.R018.1
PE
BP2.R018.2
RW, UTILITIES
BP2.R018.3
CONSTRUCTION
p
UFFER IMPAC
gains Develope wii
Ope nR®&
( (
-ND RIDGE
L- S14A 15+63.38
N.
/ NAD
83/2011
lb
END PROJECT
S
s
UIFIFIER DRAWING
EET 1 OF 5
-L- STA 17+86.00
TO SR 1779
SMITHTOWN RD
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PROJECT LENGTHS FOR TIP PROJECT BP2.R018.1:
LENGTH ROADWAY
LENGTH STRUCTURES
TOTAL LENGTH
0.110 MILES
0.020 MILES
0.130 MILES
NCDOT Contact:
Prepared in the Office of:
CATHRINE HOSSACK-MEYER, PE
KC/
NC FIRM LICENSE No: C-1506
301 Fayttv1110 St.,
Suits 1500
8I NGEOCIAT�IES Raleigh, NC 27601
(919(982.7839
2018STANDARD SPECIFICATIONS
RIGHT OF WAY DATE:
10/15/2021
LETTING DATE:
03/15/2022
JOHN P. MAZERES, P.E.
PROJECT ENGINEER
JASON M. DEBONE
PROJECT DESIGN ENGINEER
HYDRAULICS ENGINEER
P.E.
SIGNATURE.'
ROADWAY DESIGN ENGINEER
P.E.
SIGNATURE.'
2
BP2.R018.1
4EN1
004
7><7<I ALLOWABLE IMPACTS ZONE
MITIGABLE IMPACTS ZONE I
MITIGABLE IMPACTS ZONE 2
d
co.
o
0 11
o o
o O
+ U
o 0.
J
X�X
14--En 5
-co SR 17aD
gOYD=
DENOTES RIP RAP
GREGORY C. BOYD
2' FD_----
}t,SF-
'^'X-ELECTMC FEN• CE
NATURAL
GROUND
DETAIL C
GRASSED SWALE
(Not to Scale)
D /p•� :R!:DFR.Min.
INC m
E
XX� WOOD
0 GRASSED TAILDITCH
• SWALE
SEE DETAIL B
HARDEE FAMILY HOLDINGS, LLC
ROADSIDE DITCH .EE D AIL A
m N
/
//
/
DETAIL B
GRASSED SWALE
'V' TAILDITCH
( Not to Scale)
NAURAL Natural
GROUND � Ground
D 3•.
BEGIN ELEV: 23.6'
END ELEV: 23.2'
LONGIT. SLOPE (FT/FT): 2.856%
LENGTH: 14'
Min. D. 1 H.
DDE: 2 CY
SITE 2
co
o
�w .
mama awm,sa
IO.A 09n iii
i i��.-•ails uuLl a/*!f'
1111I1111MII•IIMEllIb1I
�Eli+iM11■I_ 111 �l®�
ttttttttnll�
�-� ■ e u u U Eye ►(.�� --,-- �.:<5 "'..®emsnam
Iz� r1-w
VA 4rAr
r het s AAii NIr149 V►-VA
PROPOSED
ROAD
DETAIL A
ROADSIDE DITCH
( Not to Scale)
Natural
D Ground
Min. D. 1 Ft.
SITE 1
STA = 14+03
Q2 = 0.27 CFS
V2 = 1.72 FPS
Q10 = 0.35 CFS
V10 = 1.98 FPS
BUFFER DRAWING
SHEET2UF5
Z---------
STA = 15+90
Q2 = 1.35 CFS
V2 = 1.87 FPS
Q10 = 1.76 CFS
V10 = 2.00 FPS
ROADS DITCH
SEE TAIL A
CL II GRANITE RIP 2
RAP ROCK PLATING
+70 RACHEL R. PERKINS
GRASSED SWALE
SEE DETAIL C
STA = 16+51
Q2 = 2.16 CFS
V2 = 1.31 FPS
Q10 = 2.81 CFS
V10 = 1.41 FPS
N23°10'34.0"E
TO SR 1779 ..
SMITHTOWN RD
RACHEL R. PERKINS
NOTES:
1. ALL BRIDGE GUARDRAIL ANCHOR UNITS ARE TYPE III.
2. ALL GUARDRAIL ANCHOR UNITS ARE GREU TL-3.
3. EXISTING PAVEMENT LANE WIDTHS AT THE BEGINNING AND END
OF PROJECT ARE APPROXIMATELY 10.0 FT WIDE.
4.) DESIGN EXCEPTION REQUIRED FOR MINIMUM HORIZONTAL
CURVE RADIUS AND HORIZONTAL STOPPING SIGHT DISTANCE.
5.) BENCHMARK INFORMATION:
EASTING: 2538979.9855'
NORTHING: 653782.9415'
ELEVATION: 20.5450'
6. SEE SHEET 4A FOR R/W AND EASEMENT STATIONING.
7. SEE SHEET 5 FOR PROFILE.
8. SEE GENERAL NOTES FOR SEALING TIE IN JOINTS AT BEGIN/END
PROJECT.
HYDRAULICS NOTE:
1.) PERMISSION WAS GIVEN BY NCDEQ
WASHINGTON REGIONAL OFFICE - DOT COORDINATOR
TO USE SOUTHEAST QUADRANT JS LINE AS
TOP OF BANK
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
STATE OF NORTH CAROUNA
ROADWAY DESIGN UNIT
PREPARED BY
KC %
KISINGER CAMPO
K ASSOCIATES
NC FIRM LICENSE No: C.1508
301 Fayetteville Street,
Suite 1500
Raleigh, NC 27601
(919)882.7839
PRELIMINARY PLANS
DO NOT OW FOR CONDFROOFION
INCOMPLETE OPLLEFOR R E PL11 ANS
FROM -L- STA. 16+51 TO -L- STA. 17+10 FROM -L- STA. 13+97 TO -L- STA. 14+03 FROM -L- STA. 14+03 TO -L- STA.14+30 -RT-
-RT-
-RT-
FROM -L- STA. 15+90 TO -L- STA. 16+80 -LT-
BP2.ROI8.I
4ENI
004
IVC/II ALLOWABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE
MITIGABLE IMPACTS ZONE 2
DENOTES RIP RAP
WWWO
/
L- PT 13+38.96
E
6.PVC_ - -
-F-
WOOD
GRASSED TAILDITCH
SWALE
SEE DETAIL B
INC
m
onenefnF DITCH .EE DE AIL A
m m
SCALE:
1=50'
t'
m
WD OODED
�liloi � --
/ )S
i
SITE 1
pz
03
.73
LA 0
STA = 15+90
Q2 = 1.35 CFS
V2 = 1.87 FPS
Q10 = 1.76 CFS
V10 = 2.00 FPS
SITE 2
CO
'�trelaI���.�r�-i'i
1 _`_ •11� �vNli=i
M/b ONI
STA = 14+03
Q2 = 0.27 CFS
V2 = 1.72 FPS
Q10 = 0.35 CFS
V10 = 1.98 FPS
DETAIL A
ROADSIDE DITCH
( Not to Scale)
ROADS DITCH
SEE TAIL A
CL II GRANITE RIP
RAP ROCK PLATING
+70
v
ELECTR
NAURAL
GROUND
BUFFER DRAWING
SHEET3UF5
STA = 16+51
Q2 = 2.16 CFS
V2 = 1.32 FPS
Q10 = 2.81 CFS
V10 = 1.41 FPS
20INC WOODED
(TYR)
DETAIL B
GRASSED SWALE
'V' TAILDITCH
( Not to Scale)
BEGIN ELEV: 23.6'
END ELEV: 23.2'
LONGIT. SLOPE (FT/FT): 2.856%
10'
GRASSED SWALE
SEE DETAIL C
Natural
Ground
LENGTH: 14'
Min. D 1 Ft.
DDE: 2 CY
DETAIL C
GRASSED SWALE
( Not to Scale)
NATURAL
GROUND
PROPOSED
ROAD
HYDRAULICS
ENGINEER
OCUMENT NOT CONSIDERED FINAL
NLESS ALL SIGNATURES COMPLETED
STATE OF NORTH CAROIINA
ROADWAY DESIGN uNa
PREPARED BY
KC/
KISINGER CAMPO
& ASSOCIATES
NC FINN LICENSE No: C-1506
301 Fayetteville Street,
Suite 1500
Raleigh, NC 27601
(919)882.7839
PRELIMINARY PLANS
00 NOT OM FOR CONSTROCTION
INCOMPLETE PLANS
tuar
FROM —L— STA. 14+03 TO —L— STA. 14+30 —RT— FROM —L— STA. 13+97 TO —L— STA. 14+03
—RT—
FROM —L— STA. 15+90 TO —L— STA. 16+80 —LT—
FROM —L— STA. 16+51 TO —L— STA. 17+10
—RT—
Site Station Structure
No. (From/To) Size / Type
1 13+56 / 14+45 Roadway Crossing X 1517 473 1990
1 14+45 / 14+64 105' Proposed Bridge X 725 725
2 15+39 / 15+74 105' Proposed Bridge X 530 530
2 15+74 / 16+93 Roadway Crossing X 1804 1425 3229
1255 0 1255 3321 1898 5219 0 0
NOTES:
Revised 2018 Feb SHEET 4 OF 5
BUFFER
REPLACEMENT
IMPACTS
RIPARIAN BUFFER IMPACTS SUMMARY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
TOTALS*:
ROAD
CROSSING BRIDGE PARALLEL
IMPACT ZONE 1
(ft2)
ZONE 2
(ft2)
TYPE
Pitt
SF-730015
BP2.R018.1
ALLOWABLE MITIGABLE
10/27/2021
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
FROM TO
ZONE 1
(ft2)
ZONE 2
(ft2)
1 13+58 14+64 755 91
2 15+38 16+93 1315 374
2070 465
Revised 2018 Feb SHEET 5 OF 5
WETLANDS IN
BUFFERS
SITE
NO.
TOTAL:
BP2.R018.1
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
10/27/2021
Pitt
SF-730015
STATION
WETLANDS IN BUFFER IMPACTS SUMMARY
Rev. Jan 2009