20210869 Ver 1_17BP.1.R.91_Permit Drawings_07062021_20210706

See Sheet 9 A For Index of Sheets STATE OF NO J ��� CA�® OLINA
See Sheet 9 B for Conventional Symbols
erATS srATe PRO)PR.T aeneaearoa Na SHEET
PERMIT D RAW I N G N.C. 17BP.1.R.91 1 NO. e a
e ' g / DIVISION OF HIGHWAYS
Hacock SHEET 1 OF 5
Ch �s . 17BP.1.PE.91 PE°N
• Ida 17BP.1.ROW.91 ROW /UTIL.
1z4z 17BP.1.R.91 CONST.
piss; �2pS 1zo8 CHOWAI� coves
.'�00 32
S 4 'ROJECT BRIDGE No. OVER POLLOCK SWAMP
�r,� ON SR 1200
*7,.„
1200 �� i LOCATION: 3, 0.
'''.�9 1202 TYPE OF WORK GRADING,DRAINAGE,PAVING & STRUCTURE.
a �"''Edencocr ' Z
'��! 1204� N WETLAND AND SURFACE WATER IMPACTS PERMIT
���„a 1130 �•.-r I, a
•• z BEGIN PROJECT 17BP.1.R.91Obi,
d: to 1 ..,.._,
—L— STA. +00.00 ox 4
V '.y ..r o EDENT .1'.
VICINITY MAP POLLOCK me CP'
OFF—SITE DETOUR111-111—
,111110 S.
�R'GOD(MdBFAd ) * , A A
(1f11;K11RS
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Pillillil * * POLLOCK Ac(A , tl-
� N BRIDGE
BEGIN BRIDGE AMP —L— STA.I5+I3.94
—L— STA.13+61.06
END PROJECT 17BP.1.R.91
-L- STA.18+50.00
s
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NO DECK DRAINS ON BRIDGE DOCUMENT NOT CONSIDERED FINAL
0 • UNLESS ALL SIGNATURES COMPLETED
On • •
In Prepared in the Office f Prepared f r:
V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ETHERILL HYDRAULICS ENGINEER
ENGINEERING DIVISION OF HIGHWAYS
N ADT 2015 — 590 DIVISION I �� PdOppmy
L 1223 Jones Franklin Rd.Raleigh,N.C.27606
50 25 0 50 100 License No.F-0377 113 Airport Drive . Q�
+ I.
I l ADT 2035 = 720 Bus: 919.851.8077 Fax: [phone] Edenton NC,27935 ��, �
K = 12% zois STANDARD SPECIFICATIONS CO et,
PLANS D = 60°/D LENGTH ROADWAY TIP PROJECT 17BP.1.R.91 = 0.132 MILES RIGHT OF WAY DATE EDWARD G.WETHERILL, PE o S.
LENGTH STRUCTURE TIP PROJECT 17BP.1.R.91 = 0.029 MILES PROJECT ENGINEER w
50 25 0 50 100 T = 6% MARCH 22,2019 M
I i I i i V = 50 MPH TOTAL LENGTH TIP PROJECT 17BP.1.R.91 = 0.161 MILES ROADWAY DESIGN
LETTING DATE: BOB A.MAY,PE ENGINEER cp
O PROFILE (HORIZONTAL) * TTST = 2% DUAL = 4% PROJECT DESIGN ENGINEER t Q7''
N L7 CI JUNE 23,2021 �p p*
�To 10 5 0 10 20 FUNC.CLASS = LOCAL 0? 4pQ��Q
,ia C , (Subregional Tier) NCDOT CONTACT: RYAN L.SHOOK
Q�Y �/�` PROFILE (VERTICAL) ^ DIVISION PROJECT ENGINEER J

o, 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
ETHERILL 10 Raleigh,N.C.27606
PERMIT D RAW I N G ENGINEERING License No.F-0377 /78P.1.R 9/ 4
Bus: 919 851 8077
/�� DENOTESWETLAND
IN SHEET 2 OF 5 „ Fax: [phone] RR SHEET NO. __
t. ROADWAY DESIGN HYDRAULICS
TRANSPDRTATIDN PLNJNING/DESIGN-&tIDGE/STRUCRIRE DESIGN ENGINEER ENGINEER
FF-\�C CIVIUSITE DESIGN-GIS/GPS-CONSTRUCTION OBSERVATION
%% ✓/// DENOTES IMPACTS IN mo o
N
SURFACE WATER KATHRYN GOODWIN WARD
jDENOTES HAND POLLOCK SWAMP
CLEARING NPK'jpz O3 N wrw s°P.55
C1A55 •
I RIP RAP= 6 T�r15R M W,I \A s°3 c ` MOON US'
CLASS I RIP RAP = 5 TONS GF = 8 SJ�((I H K y, I ' - 09 / 1a 532 /�qk
DENOTES MECHANIZED GF = 6 SY \ / SHOT P W°°� W SEE DETAIL A • / °N 3 RCP E\P
" Rk 9k TO SHOULDER POINT �OI1 B RIP RAP = 1�TSN 9 9, I jP�E0 Fa'11 .. \N� \5 - DOCUMENT NOT CONSIDERED FINAL
CLEARING ,�
J GEOTExTI�E S�Y �. �'- I / %20 1'- UNLESS ALL SIGNATURES COMPLETED
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z .f��tf3�1 rsa .= � �///,� Kt L EX :'J \ o/\\.0 "`
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>j, V '� Y' p RA �'- 'y W- '1 ' 'y y" i� _ Ate,,. ` .41N 0°OS GEOTEXTILE = 161,5 CM- \\` ATHLEEN ANSINK DON
a i'- P ••. ,y �- ,y - .W .- y' ,y 'y '� '�.,TAI� \ ROBERT F. a° TO BRIDGE "3
'� y. �, �, ,y JyINE "� ,y ,y s FOBP,P �' A•a RANDOLPH TURNER•JR-ET UX i. ' ° 8 SPAN CONCRETE AND WOOD
1 y. PEC ER .y ' -y. TEMPORARY y� 1 \ '1•EE DETAIL B G3 WITH WOOD WINGWALLS
POLE POWER , S A.BATSMAN
WOODS CLASS IRI RAP 12 TONS LINE �, POTTS i% \ \\\ \\\\ A,CH LOW WOOD BEAM=1.85'
TOWN OF EDENTON �� = 17 SY PIC \ �\ A\\\ TOP OF WATER TO LOW BEAM BRIDGE CLEARANCt-..EN
TO SHOULDER POINT ,#C,. \ 4
CLASS I RIP RAP= 3 TONS e SPTAON, # * \\ \\\ / SEE SHEET S-1 THRU S-27 FOR STRUCTURE PLANS
GF = 4 5Y
TO SHOULDER POINT / SFD fl� \\ \\\ SKETCH SHOWING PAVEMENT/STRUCTURE RELATIONSHIP
O j POLLOCK SWAMP \iii
coat \ \ BEG.BRIDGE END BRIDGE
DETAIL B DETAIL A \✓- -L-STA.13+61.06 -L- STA.15+13.94
SPECIAL LATERAL BASE DITCH SPECIAL LATERAL'V'DITCH / LELA COPELAND TWINE GREU TLC TYPE-III n TYPE-III GREU TL-3
(No,to kale) INol to Scolel
NaturalofNalu O Fill L I
Ground ;/ D F\ .c Slope Ground 3� e'`p'Ae• Slope,I D Q\ pe o 0
W Min.D= Var.Fr. BENJAMIN D TWINE GREU TL-3 TYPE-III TYPE-III
See Profile '.l- PC Sta.15+24J8
Mi B= 2.0 PI. n.caD D=CRr Fr. BEG.APP.SLAB AT-1
FROM STA.16+50 TO STA.17+SO-L-Rt. .18 NZEN STAD APP.SLAB15+24.64
FROM STA.17+60 TO STA18+50-L-Lt.
-L- STA.13+50.36
-L-
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE = 2000 CFS
PI= 10+50.00 PI= 13+90.00 PI= 17+28.77 DESIGN FREQUENCY = 25 YRS
EL = /.53' EL = 5.54' EL = 453' DESIGN HW ELEVATION = 1.4 FT
VC = 100' VC - 300' VC = 150' BASE DISCHARGE = 3000 CFS
I K = 87 K = 203 50MPH
D = 2 _
BEGIN GRADE DS = 50MPH DS = 50MPH DS = 50 BASE FREQUENCY = 100 YRSBASE HW ELEVATION = 2.3 FT
-L- STA. 1 O+00.00 OVERTOPPING DISCHARGE= 2/00 CFS
EL = 1.52 IL o 90 VAR. END GRADE OVERTOPPING FREQUENCY= 25 +/ YRS
L-L-STA.if r3 MIL
-.s T ING OVERTOPPING ELEVATION = 1.4 FT
100'VAR. 0 O P'�P 'S0 / I STA. 18+50.00
on 421"CORED SLAB p
MILLING 2 'ppEp _.P CO /
. S-IECr FILE PETAININC WALL . . . .... .... ... .. . / EL 5.06
II
DATE OF SURVEY = Jon.8.2019
10 /� W.S.ELEVATION 10
CIDAT DATE OF SURVEY = 0.44' FT
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CT' 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO0- LF3
ETHERILL Raleigh,N.C.27606
g PERMIT DRAWING ENGINEERING License No.F-0377 17BP.LR.91 4
Bus: 919 851 8077
/�� DENOTESWETLAND,
FILL IN SHEET 3 OF 5 0 1-� TRUFaxC 9DESIGN19 851 8107 RAY SHEET NO.
.,1^ / ROADWAY DESIGN HYDRAULICS
LLIW 1 TRANSPORTATION PLNJNING/DESIGN-&tIDGE/STRUCRIRE DESIGN ENGINEER ENGINEER
/ �-�-4 'V f o- CIVIL/SITE DESIGN-GIS/GPS-CONSTRUCTION OBSERVATION
DENOTES 1/�1QACTS IN W° o
VAT N(/
SURFACE ER �\ 1 KATHRYN GOODWIN WARD
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„IS /� c PO Te � POWER � ,tp V\ " d LOW WOOD BEAM I.85'
y TOWN OF EDEIPON ri RIF RAF17 i TONS LINE t �� \ VA ��\ 4 *
Ae TOP OF WATE TO L(N BEAM BRIDGE CLEARANCE-..29
Q r
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Ti// PA # \
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O •CK sWA; CON A �� BEG.BRIDGE END BRIDGE
DETAIL B DETAIL A
-L-STA.13+61.06 -L- STA.15+13.94
SPECIAL LATERAL BASE DITCH ECIAL LATE ''DITC \ \ UTL_3
I Not kale)
(Nm LA OPELAND TWINE GREU TLC TYPE III n TYPE-III
NaN�I Fill /0 rJ L I
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,I .I D Q\ P° \ O O
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See Profile "/- PC Ste.15+24J8
B= 20 FI. Min.D= F. BEG.APP.SLAB AT-1
FROM STA.16+50 TO STA.17+50-L-RI. s18 PB�PRP END APP.SLAB
FROM STA.17+60 TO STA. +50-L-Lt.
-L- STA.13+50.36
-L-STA.15+24.64
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE = 2000 CFS
PI= 10+50.00 PI= 13+90.00 PI= 17+28.77 DESIGN FREQUENCY = 25 YRS
EL = /.53' EL = 5.54' EL = 453' DESIGN HW ELEVATION = 1.4 FT
VC = 100' VC = 300' VC = 150' BASE DISCHARGE = 3000 CFS
K - 87 K - 203 K = 203 _ BASE FREQUENCY = 100 YRS
BEGIN GRADE 1 DS = 50MPH DS = 50MPH DS = 50MPH BASE NW ELEVATION = 2.3 FT
-L- STA. 10+00.00 OVERTOPPING DISCHARGE= 2/00 CFS
EL = 1.52 W o 90 VAR. END GRADE OVERTOPPING FREQUENCY= 25 +/- YRS
L-L-STA.if..3 .s MILTING OVERTOPPING ELEVATION = 1.4 FT
100'VAR. 0 4) P•_DP,,50' / I STA. 18+50.00
21"CORED SLAB LLL
MILLING oncn J•DEEP _ePSI 4u m / EL �' •O 6/�
SAM FILE RETAINING WALL - /
FaROP_r�RI.DE=, ,V „ DATE OF SURVEY = Jon.8.20/9
10 m W.S.ELEVATION 10
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DocuSign Envelope ID:0BE52D32-6COD-4122-845E-17F86ACBODAB
1 1 1 I 1 1 1 1 1 1 I I I I I I I I I 1 I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1
13+00 13+50 14+00 14+50 15+00 15+50 Cofferdam/Dewatering Plan for
PERMIT DRAWING PIE= 13+90 00 -L- Demolition and Cap
SHEET 4A OF 5 VC = 300' Construction
20 SPAN "A" GRADE \DATA SPAN "B" SPAN "C" 3-15-21
FILL FACE (0 END BENT 1 1'-6"TO LIMITS UNCLASSIFIED FILL FACE (V END BENT 2
STA.13+61.06 -L- OF UNCLASSIFIED EXISTING STRUCTURE STA.15+13.94 L
GRADE POINT EL.= 4.84 STRUCTURE EXCAVATION SUBSTRUCTURE EXCAVATION (TYP.) GRADE POINT EL.= 5.15 APPROXIMATE
-10 (TYP.) (TYP.) NATURAL
/ GROUND LINE
FIXED EL.3± FIXED FIXED FIXED FIXED EL.4± FIXED
25 YR. 100 YR. W.S.
EL.0± W.S.EL.1.4 W•S.EL.2.3 EL.0.44 +
P 1 8 19 EL. 1-
- 0 EL. 3± f -`= R--� I� R 1 i _ R — I I r-1 II \ EL.4± ---=c
�-_ I I 11 I I I I I I ___---0 HYDRAULIC-� L HP 12 X 53 HYDRAULIC DATA
_ VERTICAL
HP 12 X 53 U 1 1 1 1 1 1
VERTICAL EXCAVATE TO EL.-7± - ---- _ STEEL
-10 STEEL Irt---=_ —��� DESIGN DISCHARGE =2000 C.F.S.
EL.-1.0 AND U =--- EXCAVATE TO PILES
PILES SLOPE TO DRAIN EL.-9+� U -== _ GALVANIZED (TYP.) FREQUENCY OF DESIGN FLOOD =25 YRS.
GALVANIZED /u EL. TO AND PZ 27
(TYP.) PZ 27 24"PRESTRESSED EL. 11±/ EL.-12± SLOPE TO DRAIN STEEL SHEET DESIGN HIGH WATER ELEVATION = 1.4
STEEL SHEET CONCRETE PILES PILING
DRAINAGE AREA =30.7 SQ.MI.
-20 PILING BASE DISCHARGE (0100) =3000 C.F.S.
CO"CRETERPILES Temporary Surface Water Impacts CONCRETE PILES p rY p BASE HIGH WATER ELEVATION = 2.3
7124 sq. ft. OVERTOPPING FLOOD DATA
OVERTOPPING DISCHARGE = 2100 C.F.S.
END BENT 1 BENT 1 BENT 2 END BENT 2 FREQUENCY OF OVERTOPPING FLOOD= 25± YRS.
OVERTOPPING FLOOD ELEVATION = *1.4
SECTION ALONG —L— *OT OCCURS (6 SAG ETA.10+00.00 -L- EL.1.39
SECTIONS AT END BENTS AND BENTS ARE TAKEN AT RIGHT ANGLES LOW CHORD ELEVATIONS
ELEVATION (6 CL BRG.LEFT END
END BENT 1 2.44
— \VI
END BENT 22.75HORIZONTAL CURVE DATA -A-
PT Etc 16+28.64w Cofferdam D = 10° 42'34.2"Cofferdamc w L = 206.32'
Phase A Phase B T = 104.46'wGALVANIZED R = 535.00'
CLASS I RIP RAP GALVANIZED 4074 S ft. a 3050 sq.ft. PZ-27
(RDWY PAY ITEM PZ 27 q STEEL SHEET
AND DETAIL,TYP.) STEEL SHEET BRIDGE I.D. PILING
v, S
BENT 1 / BENT 2
W.P. 2 CONTROL LINE CON777
TROL LINE / W.P. 3 pis
ETA.14+12.43 -L- STA.14+62.57 -L-
W.P.*1 / / W.P.*4
ETA.13+61.06 L /iiel XISTING // / STA.15+13.94 -L-
SU 3STRUCTURE / /
jl
/ (TYP.) / / / -L-
n r -
I /
/ PC Ste.15+24.18 -L-
TO SR 202 I / II 1 /
1 g� SR 12(0 11 a ir,.
Ii I i w rr I i .a T o n i
/
BEGIN APPROACH SLAB / i11 I I II /
a STA.13+50.36 -L- / 111 I E/ SDAAPSROq 64 SLAB
FILL FACE (0 1 11 I PROJECT NO. 17BPo1.R.91
g END BENT 1 I ' / / FILL FACE CO
/ I / / I I / END BENT 2
+ , , u �; J , , CHOWAN COUNTY
u L 'I u u STATION: 14+37.50 —L—
) i
\ SHEET 1 OF 2 REPLACES BRIDGE *03
/V
——. / 120°-00'-00" \ ENGINEER OF RECORD
I I r.� 8/21/2019- STATE OF NORTH CAROLINA
I
DEPARTMENT OF TRANSPORTATION
i 25'-O7/8" 25'-O7/8" ,,,0 CARP,, RALEIGH
E i SEAL •1 = GENERAL DRAWING
") 3cOi 14091 !i-o
`1 51'-47/6" .. 50'-1/4" 51'-47/6" �.,F � % 4.. BRIDGE ON SR 1200
Q i ' 'z' OVER PEMBROKE CREEK
�°- %AR,�`P,,, BETWEEN SR 1202 & SR 1234
-1 o (FILL FACE CO END BENT 1 TO FILL FACE CO END BENT 2)TOTAL BRIDGE LENGTH = 152' 105/g" !Nr""
CO
CO
ETHERILL
CO, PLAN �IN=ERING
o REVISIONS SHEET NO.
PO N (PILES NOT SHOWN FOR CLARITY) 1223JoneaFronkllnRd. NO. BY: DATE: NO. BY: DATE: S-1
Raleigh,N.C.27506 N LV DRAWN BY : J.PENDERGRAFT DATE : 5-19 DOCUMENT NOT CONSIDERED FINAL Bus: 919 851 8077 3 SHEETS
Fax 9CHECKED BY : J.DILWORTH DATE : 5-19 UNLESS ALL SIGNATURES COMPLETED LICENSEI
eO 9 TOTAL
NO 2 4 27

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
-L-10+00 to 17+45 150'Bridge 0.10 0.15 0.16
Water Line 0.03 0.09
Power Pole <0.01
TOTALS*: 0.10 0.03 0.25 0.16 0 0 0
*Rounded totals are sum of actual impacts
NOTES:
Permanent fill in Wetlands impacts=4,369 square feet. NC DEPARTMENT OF TRANSPORTATION
Mechanized Clearing in Wetlands impacts=1,320 square feet. DIVISION OF HIGHWAYS
Hand Clearing in Wetlands impacts=10,783 square feet. 7/1/2021
Temporary Surface Water Impacts due to Cofferdam Installation is 7,124 square feet. CHOWAN CO.
Revised 2013 10 24 SHEET 5 OF 5