20171436 Ver 1_Impact Information_20171108

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See Sheet 9-A For Index of Sheets
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EDGECOMBE COUI�TY
LOCATI0111: BRIDGE 11t0.113 OVER OTTER CREEK
01V SR 1102 (OTTER CREEK CHURCH RD.)
BUFFER DRAWING
SHEET 1 OF 4
TYPE OF WORK: GRADI11lG, DRAINAGE, PAVIIVG � STRUCTURE
BUFFER IMPACTS PERMIT
BEGIN NCDOT
PROJECT I7BP.4.R.81
—L— POC STA.13 + 20.00
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CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
GRAPHIC SCALES
30 15 0 30 60
PLANS
30 15 0 30 60
PROFILE (HORIZONTAL)
DESIG11i DATA
ADT 2017 = 210
T = 6 % *
V = 55 MPH
* (TTST =3% + DUAL =:
FUNC CLA55 =
RURALLOCAL
SUBREGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY PROJECT 17BP.4.R.81 =
LENGTH STRUCTURE PROJECT 17BP.4.R.81 =
TOTAL LENGTH PROJECT 17BP.4.R.81 =
0.058 MI
0.020 MI
0.078 MI
-
N�y
ND NCDOT
RO ECT 17BP.4.R.81
—L— POC STA.17+30.00
—L— STA. IS + 78.50
P�epored for:
DIVISION OF HIGHWAYS
DIVISION FOUR
509 Ward Boulevard, Wilson NC, 27895
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S]'ATE E PROJECT REPERENCE NO.
���� 17BP.4.R.81
17BP.4.R.81
SHE�ET TOTAL
SHEETS
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CONST.
1223 lones Frankl�ii
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nc No.F"
TRANSPoRTATiON PLANN/NG/DESIGN - BRiDGE/STRUCTURE DESIGN
CNIL/S?E DESIGN - C/5/GPS - CONSTRUCTiON OBSERVATiON
BRIDGE #320113
PRELIM. ROADWAY PLA11lS
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DO NOT USE FOR CONSTRUCTION
VN�L�l�i �PII.�vII��F. IPLAN.� DOCUMENT NOT CONSIDERED FINAL
0o NOT �rSE roR 2/w Ac�o151T1oN UNLESS ALL SIGNATURES COMPLETED
HI'DRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
P.E.

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BUFFER DRAWING
SHEET 2 OF 4
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DB 1484 PG 1117 � '—rn,— TT— =F= � ---
WOODS ExisriNc R�r
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�ABLE IMPACTS ZONE 1
(BRIDGE)
� ALLOWABLE IMPACTS ZONE 1
(ROAD)
� ALLOWABLE IMPACTS ZONE 2
(ROAD)
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8 � BM1 ELEVAT[ON = 62.86
N 720709 E 2404664
L STATION 16•38.60 204.45' RIGHT
BENCHTIE NAIL SET IN 14" OAK
........................................
82
BRIDGE 320113
ROW PLANS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
AI�NE I TE Jo WOOTEN
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PROIECT REFERENCE NO. SHEEf NO.
176P.4.R.81 4
ILW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I'RELIMI ARY PLANS
DO NOT USE OR CONSTRUCTION
1223 Jones Franklin Rd.
� iE W Ralei h, N.C. 27606
�� ETHERILL �ice ne No. F-0377
ENGINEERING
Bus: 919 851 8077
Fax: [phone]
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— TO NC 258 a-��-
SR 1102 IOTTER CREEK CHURCH RDJ 20.5' PAVED ROADWAY � _
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`� Pl = 13+65.69 Pl = 15+26.00 STA. 15+26 -L-
76 �� EL = 7026' EL = 70.80' CL ELEV = 70.68'
�N VC = 9l' VC = 105' SKEW = 90
�*"�' ��50' ��55' 2�' CS
Zr�� K= l87 K=//6 2�(• CAPS
� � PROPOSED I
� � ROADWAY GRADE
%� .--��'-----_ mc�nu ft10.3379%
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� . .— — — \ \ (- J500% (+J03 �'.% — — —
NG LEF T -� _- -_ _ � — — —
-- �
64 NG RIGHT � BRDOEE EXISTING i,� �
EXCAVATE TO "� �\ -- I - f �
58 ELEV. = 65.0'
CL II RIP RAP l � I i
KEY-IN 3.5' �\ i
PROP.IOOYR. � � I� �
52 W.S. = 66.8' � �
THEORETICAL � �
100 YR SCOUR �� i
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SEE SHEET S-1 THRU S—?? FOR STRUCTURE PLANS
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— LOWEST Pl = 16+9397 W ��
C�ORD EL = 6985' ��
VC = 72' ��r�
— EXISTING K = /95 C�\�
ROADWAY �p
GRADE
W�W 70
�- 4%
-- f-105 84% f- 2000% --------------
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_ _ NG. � - ----
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— CL II RIP RAP NG RIGHT — — — — � — — — -
KEY-IN 3.5' OT OCCURS @ CL
—EXCAVATE TO � SAG -L-STA.22+81.50
ELEV. = 65.0' - �J8
—NWS
ELEV. = 61.9'
— W.S. ON I/25/17 52
ELEV. = 61.4'
— PROP. 25YR.
W.S. = 65.2'
46
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BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. STRUCTURE SIZE / TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2)
1 ROADWAY 14+49 TO 16+11 X 379 973 1352
1 Brid e 14+73 TO 15+78 X 2002 2002
TOTAL: 2381 973 3354 0 0 0 0 0
Rev. May 2006