20201438 Ver 1_B6053_Permit Drawings_20201120_20201130

it I STAT [
4 11 ' STATE STATE PROJECT REFERENCE NO. N® SHEETS
NITI—i
SH[]E]ET `Il"®�f`AL IF ( e. �� i �• I it I e� _ -
_ ���� B-6053 �
City L I fTl I t ��/' IN IIII �, IC .���� ��. S STATE PROJ.NO. F.A.PROJ.NO. DESCRIPTION
- 11 ��YY
------------
;-__; t 344 48754. 1 . 1 N/A P.E. / R/W / UTI L
a�\Jd
- Halstead Blvd Ext \r��pr 'S�a 414 PERMIT DRA WING
. Le �O �� �,���
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PROJECT a6� qra�sPlilli LOCA TION:Bridge No. 690034 on Providence Road over Knobbs Creek UNLESS ALL SIGNATURES COMPLETED
�� co Cyr
�, �" BUS Tributary in Elizabeth City DOCUMENT�����M� �P
PROJECT END 17 �� �
. .. SITE PROJECT 41 ■11
(IV') % 0
111L'-'s-s:il.------ ..• • . ....• . . i . . • . . LOCATION 'So ,git TYPE OF WORK: DRAINAGE PAVING, AND 07464/0411flurt la � 4
STRUCTURE
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(11414 VICINITY MAP(NOT TO SCALE) �d,�
OFF SITE DETOUR • • • S•
C...) OPENWETLANDSTREAMIMPACTS PERMIT
FINT4 See Sheet IA For Index of Sheets
lSee Sheet lB For Conventional Symbols
0
L4
4
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M+ M\ ,---- -z-- \-9-R-M — — _____ \ \-- d-S-- N-61-mo--T-- \_L___
\
(BEGIN PROJECT B-6053 z END PROJECT 6-6053 \ '1
\ BEGIN BRIDGEEND BRIDGE _______ L______ 4,----
—L— POC STA. 10 + 65.00 G N G o —L— POC STA. 13 + 35.00
(/) —L— POT STA. 11 + 75.33 ///ILPOTSTA12 + 22.67 /
\ �— 1IWNON Sr z. 11W\O\ Sr —N _ — VV-�-B
(/) '�Ss, \
--- r F S S
PROVIDENCE ROAD PROVIDE\CE ROAD
23.5' PAVED ROADWAY I , I I 23.5' PAVED ROADWAY
TO BONNER DR.
I TO US 17
c I S HUGHES BLVD.
u - -1 —
u < Il
1 — — — — — JS NONMIT
L 0 �S NONMI T >y - / W�B
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n CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS OF METHOD 2.
• •Eitoi THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF ELIZABETH CITY. J
c
°' PROJECT LENGTHRK AftHYDRAULICS
E c)
GRAPHIC SCALES DESIGN DATA RUMMEL, KLEPPER & KAHL, LLP ENGINEER
0
8601 SIX FORKS ROAD, SUITE 700
RALEIGH, NORTH CAROLINA 27615
NC LICENSE NO. F-0112
ADT = 500* 1-888-521-4455 OR 919-878-9560 O� �0���
20 0 20 40 T - 7 ° LENGTH ROADWAY TIP PROJECT B-6053 = 0.042 mi �,
1 i i jIIIt.t �0 LENGTH STRUCTURE TIP PROJECT B-6053 = 0.009 mi FOR Q� 440
PLANS V = 30 MPH TOTAL LENGTH TIP PROJECT B-6053 = 0.051 mi DIVISION OF HIGHWAYS ��
n7 20 0 20 40 * TTST = 3.5% DUAL 3.5% 2018 STANDARD SPECIFICATIONS SIGNATURE: P.E. C a
ROADWAY
j ' " Scott D. Blevins, P.E. 'V o
F U N C CLASS = RURAL RIGHT OF WAY DATE: PROJECT ENGINEER DESIGN , Q
PROFILE (HORIZONTAL) ENGINEER + QOQ�
o LOCAL August 2020 Scott A. Beasley, E.I.T. © o s��°
o U 4 0 4 8 LETTING DATE: PROJECT DESIGN ENGINEER P �I G3 p
�uci) liii . -
SUBREGIONAL TIER February1, 2021 Amanda Boone, P.E.
u
o PROFILE (VERTICAL) CITY OF ELIZABETH CITY P.E.
n' u � J J� SIGNATURE: . \. 1,

cr PROJECT REFERENCE NO. SHEET NO. -
-L- B-6053 04
PI Sto l0+62.28 PI Sto 11+27.23 PI Sto 13+13.86 PI Sta l4+18.34OPEN T R E T DSTREAM IMPACTS PERMIT , SHEET NO.
A = I.06' /5.9" (LT) A = I° 3/' 31.7" (RT) A = 0° 4/' 02.9" (LT) A = 3°16' 29.2" (LT)J
� � ROADWAY DESIGN HYDRAULICS
D = 2
0/, 28.5�� D = 2° 0/� 28.5�� D = 2° 0/� 28.5�� D = 2°26' /7.2�� r
SITE 1 I ENGINEER ENGINEER
L = 54.55' L = 75.35' L = 33.79' L = 134.32' s, TEMPORARY STREAM
R = 2 830.00' R = 2,830.00' R = 2,830.00' R = 2,350.00' IMPACTS S F /0.0 2 AC • PERMIT DRAWING
=
= = =90' T = �� (607 , 58 LF) �_ �!
SE NC SENC SE NC SE EXIST. SITE 4
DOSHEN, JOSHUA PERMANENT OPEN WATER CLASS I I BRE DB 758 IPG 20 LLC �\p(?4,
SI-lEET 2 OF 7
SITE 2 DB 1339 PG 578 ti
SITE 2 PIN: 89130907 I 7 IMPACTS (167 SF / 0.01 AC) RIPRAP W/ DB 758 PG 314 SITE 6 m
TEMPORARY WETLA GEO FAB DB 608 PG 511
IMPACTS (280 SF / < 0.01 AC TEMPORARY OPEN WATER DB 607 PG 286 / PERMANENT OPEN WATER
) IMPACTS (1 ,051 SF /0.03 AC) PIN: 89130907512'1 IMPACTS (32 SF / < 0.01 AC)
BE PROJECT B-6053 P (TYP.)
-L- PO Sta. O + 65.00 ( DOCUMENT NOT CONSIDERED FINAL
J -L- PT Sto. 11+64.90 \� 8j - UNLESS ALL SIGNATURES COMPLETED
-L- PRC Sto. 10+89.55 �' \w
�/ I \ 32" PINE INV 15" OUT= 3. 15'
:'
SEWER\UM OUSE EX1STING W J 3I 8 i -&-S- *NM-1-T-- L---
A/ISTING R/W� 7�59. 18
CONC AD Aw��n�mw MK N46 56' i? 4"W - S47 ,18'7o69"E
�' *
_ .. a+t ,10i V L- PC Sto° I2+96.96 - M , . , s
-L- PT Sta. 13+30.75 (Ni ro
-L- OT Sta. l�• %�.00 _ _ _
/ irradlwalIN:� �� �..��o�� _. .. --- L PC Sto. I3+5T16 7- - i a-- z
1 main' �r. IWNON SP -N , WEB w SIDEWALK
r,� S'�' ; OP GREU TL-2 %R. --
' S� .}. ' I' .4' GREU TL-2 J�
- �! is TB 1, T-11 TB o►S: �_� TIT �B TB '�`�T �TB - TB TB
s
P OVIDENCE ROAD 1 \ (Ni1 :Pr IIP PROVIDENCE ROAD
o ° N PAVED ROADWAY
23.5' PAVED ROADWAY S 47 /2 2/.9 E I -L- °/ .-4I 1 - - - or 46 47' 06•1" E o 23°5
UTILIT BORE ' "' 01 I �� 0 1 W S 47 28 09.0 E
o TE P. O RKPAD_._-_._._.__- --- �� 1 ___ _ -- ---MIF• • A I--- 'yi► . �_ TR_ �...; ;- _ .� 'NW.
I F TB TE TB TB TB Wes _ I cMP i5•
TB /TB� TB TB . B TB �As � ARPPDX. BORL`!,�, GR U TL-2 _ 4. -irol'-'.- ' .--4 i '- ---.. _ GREU TL-2-4
''---------- " --
� � PIT FOOTPRINT �!Y;�►,��i�,�,►,��P�������ti, i�ti�Ys��i�~� .;�� C IP- F \ � � �' � 91'
SITE 3 vii-virfpxywaswir 0P1 %!iy�i 1,00 ���100TEMPORAR OPEN WATER _------ ,O.,O.,O� M�.0.. (TYP.) ��c, ►,�����~-�--` o � �_�; ��� _ - ND PROJECT B-6053
N IMPACTS ,639 SF /0.04 AC) r � ITE '
� -L- POC Sta. 13 0
Z ( - MAN TWET gel DENOTES PERMANENT
- - W.LFF543. 0 1114I ez WL LB = -- IMPACTS IN SURFACE
347" 17' I'E EXISTING R/W - / _i ��/ I AST AC)
�, �, �� �, - WAT E R
SITE 3 �' �' �' ��� `' - \I . 4. SII DENOTES TEMPORARY
P Y I2
TEMPORARY WETLAND SITE 5 `� w SE4 31 PERM ENT EN ATER
w IMPACTS IN SURFACE
IMPACTS (29 SF / < 0.01 AC) PERMANENT OPEN WATER IMPACTS (90 SF / < 0.01 AC) RANHORN, THOMAS L & RHONC
` WATER
IMPACTS (491 SF /0.0 2 AC) 4Nv / DB 515 PG 53 PIN: 89 1309062879
12 DENOTES TEMPORARY
/ \ 7
z ay / / IMPACTS IN WETLANDS
J
TBM-✓ BENCH TIE MAGA/AIL IN '01 :0 0-9
_ N: 937038.0990 Ea 28/046�.2i. 'It
-L- STA ,✓4+53.64 OFFSE 2 G i '
ELEV.6.6/'
CL BRIDGE STA. 11 + 99 L
GP ELEV. 6.1'
1@44.5' (18:' COREb SLAB)
SKEW = 90o
I
c PI = 11+40.00 Pl - l2+70.
th
01
EL = 5.30' I Pl = ?+05.00 EL = 5.58'
I
VC = 45 EL = ' S.46 VC = '
= VC = 85' K = 2
BEGIN GRADE K 30 END GRADE
c I & MILLING I I K - 27 ' MlllING
" " END MILLING ► ► ■
8 EL.5.08 ST A.l2+ 3.25 8
M I /NG STA.//+52.4.3 FEMA 100-YR MI / ING
l.5.78'
Q 0" T. ✓.5" 0" TO 1.5" 111111111
/PROPOSED m6% =o - (- -` i Am
_ ■■■■■■■■■■■
-GRAD Nommum
E _ l+)1 T r _ - -
4cyp - - + • I I - . _ • r I - - -aTla 4
_ 1111111111
-/ / 1.a4 GROUN
cyi
BRIDGE HYDRAULIC DAtA
0 III/► A ps - ,. ; , • ■. _ ■■■■■■■■■■■ 0
,� DESIGN DR CHARGE = 5/0 C S 1111111111
+, "A 1 . HW r '. _ ■■■■■■■■■■■
YEAR Fj PENCY = 100 of
Yh'S -� r
0 -4 BRIDGE100 ir III i00 YEAR MM ELEVATION 6.9 F 4
> OVERTOPPING FREQUENCY = 5+ Y, S
W -GALV• NIZED STEEL OVERTOPPING _DISCHARGF = 570 CFS
OVERTOPPIN
ELEVATION
ORMALWATG R R/-A E ELLV = 2.9 FT
H SHEE � PILES Q Kr Cc
P:(919)878 9 (i0
w 8601 Six Forks Road,Forurr 1,5uite 703
EL
Raleigh,North aroll a 276'5 3960
v) NC License No.,-C.1'2
o Engineers I Construction Managers I Planners I Scientists
o www.rkk.com
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` 10 11 12 13

PROJECT REFERENCE NO. SHEET NO.
0-
-
-L- B-6053 04
PI Sto 10+62.28 PI Sto 11+27.23 PI Sto 13+13.86 PI Sto 14+18.34 T R ET D T R E I P T E R I , SHEET NO.
co
A _ I.06' 15.9" (LT) A = l° 3/' 3/.7" (RT = 0° 4/' 02.9" (LT) A = 3°l6' 29.2" (LT)
�� �� �� �� f► ROADWAY DESIGN HYDRAULICS
D = 2° 0/ 28.5 D = 2° 0/ 28.5 D = 2° 0/ 28°5 D = 2°26' /7°2 SITE 1 f ;'" ENGINEER ENGINEER
L = 54.55' L = 75°35' L = 33.79' L = 134.32' N k
TEMPORARY STREAM i
T = 27°28' T = 3768' T = 16.90' T = 67.18' P ___
R = 2830.00' R - _ - `2,830.00 R 2,830.00 R 2,350.00 \ IMPACTS (607 SF /0.02 AC, 58 LF) , � � � � PERMIT DRAWING
I SE NC SE NC SE NC SE EXIST. SITE 4 '\ ♦
CLASS II I BRECK AND I AYLOR, LLC o��' SHEET 3 OF 7
DOSHEN, JOSHUA PERMANENT OPEN WATER DB 758 PG 320 °A-
SITE 2 DB 1339 PG 578
SITE 2 PIN: 891309071335 RIPRAP W/ DB 758 PG 314
IMPACTS (167 SF / 0.01 AC) SITE 6 ; ; ____
TEMPORARY WETLA ;
TEMPORARY OPE I WATER-- DB 60 8PG 286 / PERMANENT/'bPEtI , ' I
< GEO FAB `�/�4TER
IMPACTS (280 SF / 0.01 AC) PIN. 89130907512
,-' IMPACTS---41 05-1_--%F- /0 03---AC)--- _ /�< Q.Q1 AC)
♦ - ___ _-_ _ �� .. IMPACTS (32 ,
SE PROJECT -6053 -
T , ''sF 1
•. \ - - -_-- ' ' ♦ • ' 1
1 '
;' -L-- PO eta. 10 65: 4 - - + ; ; ; `, ? ',
DOCUMENT NOT CONSIDERED FINAL
,
f S ALL SIGNATURES COMPLETED
> - __ Sto. l 9O
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PT l 64,
1 � � , 1
--_Y-
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EWER UM- OUST' ; ; I - ---- 11 INV I5" OUT= 5'
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QI- - - p - % Sto. 75et1 \♦
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` � --- � d _ j'�_ _-------- --- �_.__ -�- ___----=-i=�'. � �\ \ '`� ;; , ', ---- - �q1�4�.��t�1��11��`1�L���.!����iQ�_4�S��~�`�~s��~- __ --- 6�----- -------- ; 'w --
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--.fix ---- __ _ 171 _ 7/ sIDEwALL_K _--
, _ � TB- --- -ram----- ��____ ---_ =:>_7:r; fay►' -,�� - _=er g TB Pca;-- _ _ ___________________________= gym®..., __ _ y - _ -_-- ----- T __i r / -� F ,s„Ls y`� .� 'jl `' JJ PROVIDENCE ROAD
P OVIDENCE ROA© \ c� \ I 23°�' PA -ED ROADWAY S 47° l2' 2I.9°`,E ------ -_S I _/ - A i I- c 46° 47' 06.1" `�' 1- 23°5' PAVED ROADWUTILIT BORE -- - 5 �� ,,,,
o W S 47 28 09• .0 E
Mo rCI �/i - . FTYP. __ _ - -- -- - _____________ -�- ��- ..� -� sue:-- _ _ �� - - �� iTB 4 1 T TB - B--------------- -----T�- I ----- TB - - - . _ _ _`- ==I 1: #��r. i a,� ` �, -e - 5'41'
-- - --- ------ -BOR_
-------------� -- �-"�1. �rr.�- _ _ a� el :ea s.--- --- ---- - -- - - ��Q �► �TyS�Q �_ - ��d�� rrr__ -
\SITS �, s--------------------------- -----------
----- -- --------------------------------- ��� ~'��'����°ales'-
N PRO. ECT 05TY#'TEAtY .E# _ _ _ , ,,M�C� 0- � �VA� _ v�__ � � � � �_ � � _
- ---------------------------------
B-Efi 3- -- i" ----
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I 'E
IMPACTS 639 S-F / .04\ AC -
Z C S#a " - - 1
-7
;; 7___- --- DENOTES PERMANENT
-------- ---------
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---
W -
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AN '
S IN SURFACE
WATER
w Pxi 7r1vG �� + ___ ---- ;AC) - OF
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ter, �� -------- 1
- �, y __ 5
SITE 3 __ ;;' 24 DENOTES TEMPORARY
- �_ ��y \ 1 ;�I 1 1
w, s54 31 PERM ENT �.� ; WATER IMPACTS IN SURFACE
TEMPORARY WETLAND-----:---- SITE 5 „ , , 1 `
�MPAE�S 2 9 S F / 4:�i AC PERMANENT OPEN WATER I M PAC '9 '(,9 0 `, F;'/ 0;01 ; A ) : RANHORN, THOMAS L & RHONC WATER
N. IMPACTS (491 SF /0.02 AC)
m
PIN: 89 1309062879
DENOTES TEMPORARY
1
COW ,\ 1 1 , 1 1 T
, /17>
�' ` �%'\` ;; '; / IMPACTS IN WETLANDS
1
TBM-✓ BENCH TIE MAGMA/L IN '011 :• 0-9
_ N: 937038.0990 Ea 28/046 i.2 i. 'it
-L- STA /4+53.64 OFFSE 25
ELEV,6.6/'
I
CL BRIDGE STA. 11 + 99 L
GP ELEV. = 6.1' I 1
1@44.5' (18 ' COREb SLAB)
SKEW = 90°
PI = 11+40_00 Pl - 12+70.
th
I I EL = 5.30' I PI = 2+05.00 EL = 5-°58'
I
0-1 VC = 45' EL = ' S.46' VC = '
30
= IC K = 2
BEGIN GRADE K END GRADE
° I & MILLING II K - 27 ' MIllING
3 8 EL.5.08' END MILLING = T IF ► =
ST A.l2+33.25 l.5.78' 8
M/l /NG STA 11+52,43 FF. 100-YR MU / /NG
Q 0" • ✓.5" ' 0" TO l.5 111111111
PROPOSED m6% _o - ( -__ _ _ ■■■■■■■■■■■
�17ADC l+)1Tr _ - - umnim
4 - - _ r I - - -
+ • ••• 4
�. ► _ 1111111111
- 1.a4 GROUN
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CD
C
I AT BRIDGE HYDRAULIC DA) A
3
z DESIGN
1=1I1F11i lr
DES GN DR CHARGEY = 5-
/0 C S 1111111111
+' �A A HW r _ ■■■■■■■■■■■
l00 YEAR DISCHARCE - 000 C' SI
_4 i I'S YEARS 1 F1 PEQUENCY = /00 YRS -4
s_ BRIDGE 00 YEAR HW ELEVATION 6.9 F
>> OVERTOPPING FREQUENCY = 5+ Y S
W -GALV•• NIXED STEEL OVERTOPPING _DISCHARGF = 570 CFS
OVERTOPPING
ELEVATION ORMALWAT H R/-AE ELLV = 2.9 FT
H SHEE � PILES
ci
P:(919)878-9 60
w 8601 Six Forks Road,Forum 1,5uite 700
Raleigh,North arolira 276 5-3960
NC License No.F-C.1'2
in
o Engineers I Construction Managers I Planners 1 Scientists
o www.rkk.com
c\ c
0 s_-, Responsive Teeple 1 Cr$a>tive�So,uto s
!!!
_` 10 11 12 13

0 2.5 5 PROJ. REFERENCE NO. SHEET NO.
N ludiuul B-6053 X -1
CD
75 70 65 60 55 50 45 40 35 30 25 20 15 10 $ 0 5 10 15 20 25 30 35 40 45 50 55 6-0 65 70
Permit Drawing
. . . Sheet 4 of 7
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AI I A II
5frit____ __________I • • 5
- --- S. S . 4.23 5008 S . S . .2 0
__ ____ ___-- 10 + 65 . 00
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BEGIN PROJECT —
nt rSewer WaderSa to 10 + 65 . 00
= Ternpo-ra-i ' = ,a ee Pad T
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m 1 0 + 50 . 00 DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
can ' ' I II II II II II II
Note: Approximate quantities only. Unclassified Excavation, Borrow Excavation, Shoulder -
o / Borrow, Fine Grading, Clearing and Grubbing, Breaking of Existing Pavement, and
o
0 / Removal of Existing Pavement will be paid for at the contract lump sum price for "Grading." =
ro—
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� � 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 I : 25 30 35 40 45 F� 60 65� •

° 0 2.5 5 PROJ. REFERENCE NO. SHEET NO.
CO
(, ludiuul B-6053 X -2
75 70 65 60 55 50 45 40 35 30 25_ 20 15 10 $ 0 5 10 15 20 25 30 35 40 45 50 52 60 65 70 75
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75 70 65 60 55 50 45 40 35 30 25: 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75

co0 2.5 5 PROJ. REFERENCE NO. SHEET NO.
CO
N ludiuul B-6053 X -3
11
75 70 65 60 55 50 45 40 35 30 25 20 15 10 $ 0 5 10 15 20 25 30 35 40 45 50 52 613 65 70
Permit Drawing
Sheet6of7
-- ----------------
n -- -- -- , ------- � � 35 n
13 + 50 . 00
END PROJECT
13 + 35 . 00
0 .022 0.021
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OPEN WATER, WETLAND AND STREAM IMPACTS
WETLAND OPEN WATER SURFACE WATER IMPACTS
Existing Existing
Permanent Temp. Permanent Temp. Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In Fill In Fill In SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetland Wetland Open Water Open Water impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 -L- 11 +86 to 12+20 LT Stream Crossing 0.014 58
Sheet Piles
2 -L- 9+83 to 10+60 LT Temp. Fill Slope 0.006 0.024
3 -L- 9+83 to 10+60 RT Temp. Fill Slope 0.001 0.038
4 -L- 11 +11 to 11 +86 LT Fill Slope 0.004
5 -L- 11 +11 to 11 +86 RT Fill Slope 0.011
6 -L- 12+20 to 12+78 LT Fill Slope 0.001
7 -L- 12+20 to 12+78 RT Fill Slope 0.001 0.002
TOTALS*: <0.01 <0.01 0.02 0.07 0.02 58
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
Existing Bridge is two spans; 1 @ 15.75' and 1 @ 15.75' for a total length of 31 .50'. The bridge consists of at timber DIVISION OF HIGHWAYS
floor on timber joists with timber caps and piles. The existing bridge is 25.5' wide, out to out, and is skewed 90 degrees to the road. November 20, 2020
Proposed Bridge is one span; 1 @ 44.50' for a total length 45.00'. The bridge consists of 18" cored slab units on steel H-piles with Pasquotank County
and sheet pile walls (bridge opening between sheet pile walls is 36.00'. The propsed bridge is 30.0' wide, out to out, and is skewed B-6053
90 degrees to the road.
Revised 2016 09 09 SHEET 7 OF 7