20210193 Ver 1_Meeting Request Review Doc Attachment_20210127 (2)

STATE OF NORTH CAROLINA PERMIT DRAWING SX1i14r VO
DIVISION OF HIGHWAYS SHEET 1 OF 5 INDEX OF SHEETS PAPA
SHEET NO. TITLE
WETLAND /STREAM IMPACT TITLE SHEET AND INDE%OF SHEETS
2 PLAN VIEW
COUNTY 3 PLAN VIEW WITH CONTOURS
DURHAM V LJ V i t j j 4 STREAM CROSS SECTION
DIVISION 5 5 IMPACT SUMMARY
LOCATION: �+'�2:�n►1+�s'=+-
BRIDGE #233 ON MARYLAND AVENUE OVER ELLERBEE CREEK r��erzlrijviw'��1r„ '14.
TYPE OF WORK: •f
BRIDGE REMOVAL AND STREAM RESTORATION
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06 —Nor[hPolMe Dr. ^- m
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se PROJECT '
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ETED
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• I 1
DURHAM APPROVED:
PLANS PREPARED BY: One Glenwood Avenue
- Suirc9W I ® DATE:
gi R
Gannett Fleming aleigh,NCS)b03
Excellence Delivered As Promised NC Lie.No.F-0270
CITY MEDIu.E

- PROJECT REFERENCE NO. I SHEET NO.
e%,\ 'T7 DENOTES TEMPORARY ROADWAY:SIX' HYDRAULICS
I - !? \ c z, IMPACTS IN SURFACE WATER ENGINEER ENGINEER
// AL. I I ' EVE ABU,y NT ` GF i�CO/41,MM PLANS
cS , AB VE FOO ` �,qsS' / i
P SHEIET Y OFI SGREMOVE E' \I 4"
DOCUMENT NOT CONSIDERED FINAL
11 ` _ `• ` UNLESS ALL SIGNATURES COMPLETED
��••4•••••••••••••11••• ♦•••••-'STRE STORATION •0;• *;;;t:t3::.•;!;; ••:�'tea --•. - � `kit
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SEE DETAIL 2 * ••••--- E +! \
BANK STABILIZATIO. III' _''�yq�RT� REMOVE u 20' 0' 20' 40' 60'
1
t.. - _ . WALL ce — �� GRAPHIC SCALE
/� /-f—��� IItitiTI�'MBER WI �,I I��S•N \ DETAIL 1
�, r��'%" ' / k" q•BiB/ EXCAVATION AT STREAM BANK
ti (Not to Scale)
SEE DETAIL 3 tH. : .� •REPLITY 6 Proposed BANKFUL
BANSTABILIZATIQL •' VTR� I����)I EDESTAL DI SEE DETAIL 3 � ELEv
0 10'�• .G' ,, le BANK Existing_il j 5�
A _ I \ \ STABILIZATION _3'
...-8 --. ir _ I EXCAVATION
i 2 A - 1 x l \moo\ i
• i /BZ a N \�\ EXCAVATION= 150 cy —
/ / n N a II
WESTOVER
/ / PARK
REMOVE ABUTMENT \\ DETAIL 2
ABOVE FOOTING \ RIP RAP AT EMBANKMENT
(Not to Scale)
WOODS 10'min.
a I Q Ditch 1 O mi 1'
Q
COLLAR AND EXTEND Grade
• 184'FROM OUTLET
• . . W\bS
GEOTEXTILE
1 CB
12" CP
Type of Liner= 100 TONS,CL I Rip-Rap
�� Geotextile=180 sy
II
DETAIL 3
ROCK AT PIPE OUTLET
jl (Not to Scale)
10'min. CLASS I
j; Existing�� RIP-RAP CLASS II
1.0'm i n. RIP-RAP
. III T .� 1'
PROPOSED PIPE VI
T,- Type of Liner=
GEOTEXTILE t jl j 32 TONS 32 ,CL II RiCL I p Rip-Rap
\iI `,-I'� Geotextile= 42 sy

PROJECT REFERENCE NO. I SHEET NO.
l,/ \ - ���� �''- \� J %, ,:)/I / •:. •�\ ,- \ ' DENOTES TEMPORARY — `" "°
\ ` '/E ABU � cG 1'` IMPACTS IN SURFACE WATER RDOWnvDEs°NEa HYDRAULICS
/ \ /// \\ Z ' ENGINEER ENGINEER
q
i — �\ �j/• /�\\.1' en.• ' N 1 '�:�VEI FOO \ \\ ��sS O\ \ PERMIT DRAWING I If COM�Pui7„ PLANS
1 __ �/ // , u' t) I ys,r�\ SHEET 3 OF 5
� > -Asa-_� \ /�
„ REMOVE )...� 4 '- / ` \ c .' .
�, DOCUMENT NOT CONSIDERED FINAL
/ \l' / ♦• UNLESS ALL SIGNATURES COMPLETED
\ / J ,- ETAIL 1 • •• •.4 •.• ••
STREAfW�f. ORATION .0 :;:;.;:;;t:4,Z:,,,; '.o,:•' • I
� SEE DET�L 2 � -/ ) � -
AIVK STABILIZATIO ► 40 I'�� � �\ � 20' 0' 20' 40' 60'
1� /B ,. ' i.F-�,..; REMOVE 71 -
� - .n WALL I N-N. �\�
•� , � GRAPHIC SCALE�4 "j
�- \ 11
��lir T : . � \ EXCAVATION AT STREAM BANK
• �4 ��� t' REP 0 Bti (Not to Scale)
1 �uE'l� /� s / ♦ • LITY / / Proposed BANKFUL
�jTRpIL/ çSTAL DI dELEVJI )
\ BANK ) Existing ! y
p JJ l _„ — STABILISATION 3'
I� _1i�� %_/�I ), 4 in � ��� �\ '�� 1 EXCAVATION= 150 cy — —�
7 // REIy VE AB�i T NT �s� \� DETAIL 2
y ABOV FOO N O 11) f _ RIP RAP AT EMBANKMENT
I \I\ _ / (Not to Scale)
WOODS �� �' _ E
` �� ) i 1/4'N i A \ � � - p ��i 7� Ditch �-
1.0'mi
I
1� II�^II II I1 •Ii Q 1 I, COLLAR AO EXTEND Grade
- •3M11I \ I' I 184'FROM OUT�ET \/'/'•
• m /\ \ /WSJ` I_ /
1 u, I° c_) s��� / ��� �/% GEOTEXTILE
— p `,I t 1 12" CP C` /// 7- — y//
•II
\ l / �I i- J I / �'\ \� ��%� Type of Liner= 100 TONS,CL I Rip-Rap
/ I'I t / / �� � �It������� � Geotextile=180 sy
\, V', , v "�'.` // /% / DETAIL 3
/ ;,.2/ j /N' A. ja \ I --}1 / / /\ / ROCK AT PIPE OUTLET
(Not to Scale)
�, � �_-( 3` , ( \ c'I � // �� i 10'min. CLASS
IIP Existing�. RIP—RAP CLASS II
_ �� // _ �-- V 1 r- _, 1.0'min. RIP—RAP
\ J/ �-S —y \ PROPOSED PIPE
r,
ai, =��� A\ / / s ''' \ V T, Type of Liner=
u ^ �z —J ` / GEOTEXTILE €j c? 32 TONS,CL I Rip-Rap
/ / / / ( i 2 32 TONS,CL II Rip-Rap
J� \ /j� ��� - -_- � ij/� \ \ — / _�1 l\ 1 II r I I r , , \ � Y 4� G=otextile= 42 sy

EllerbeCr Detailed Study Plan: 1) Revised 2) Existing
Old Bridge upstream face includes sewer line
Legend
-Sewer Line
Ground-Existing
•
Bank Sta-Corrected Ef
360-
•
Ground-Revised
•
Bank Sta-Revised
355-
c c
0
w 350-
-
345-
u
340-
4850 4900 4950 5000 5050 5100 5150
Station(ft)
1 in Horiz.=50 ft 1 in Vert.=5 ft

WETLAND AND SURACE WATER IMPACTS 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) _
1 STREAM RESTORATION <0.01 80
2 BANK STABILIZATION <0.01 122
TOTALS*: <0.01 0 202 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
1/04/2021
DURHAM COUNTY
BRIDGE 233 REMOVAL
Revised 2018 Feb SHEET 5 OF 5