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See Sheet 1-A For I ndex of Sheets
See Sheet 1-B For ConventionalSymbols
-0-O-C�O�O- DENOTES OFF-SITE DETOUR
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BUFFER DRAWING
SHEET 1 OF 5
LOCATION: BRIDGE 1V0. l78 OVER FOX CREEK 0111 SR I304
(SUNSET ROAD)
TYPE OF WORK GRADING, PAVING, DRAINAGE AND STRUCTURE
BUFFER IMPACTS PERMIT
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END TIP PROJECT B-5157
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BEGI11l TIP PROJECT B-5157 = � °,R.
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CLEARING O1V THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD III.
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DO NOT USE FOR CONSTRUCTiON
GRAAHIC SCALES DESIGN DATA PROJECT LENGTH l'repored m me of��loe of: HYDRA[ILICS ENGINEER
ADT 2016 = 225 SUNGATE DESIGN GROUP, P.A. �, �{�����Q
50 25 0 50 700 �ou�
ADT 2036 = 305 1e°°°�°°°s a�� �°° � o� p�' �
RA�E°a� o�"�AAO°PAVS sw� s � � ��
o �NOS'�RM�s��sE ox�'o�s.�a a��e�s�;��'�>sasn�d s���o300 � o
K= 10 /o ,e �,s, a6,�a� Fa. ,9,s, es,-,�. w�„�9�a���m ���e �o �-0�,� � o
PLANS LENGTH OF ROADWAY TIP PROJECT B-5157 = 0.156 MILES „
D= 60 % for t he Nort h Caro lina Department o f Transportation PE o a
LENGTH OF STRUCTURE TIP PROJECT B-5157 = 0.018 MILES sicNaTUnE: � ,
S O Z S O S O � OO T — 5 % • 2012 STANDARD SPECIF/CAT70NS I STANTFC CoNTACT � �
ROADWAY DESIGIY �'p a
V= 35 MPH TOTAL LENGTH TIP PROJECT B-5157 = 0.174 MILES RIGHT OF WAY DATE: STEVE SMALLWOOD, P.E. ENGINEER �� �Q
PROFILE (HORIZONTAL) * TTST = 2% DUAL 3% �xo�ECr ExcixESe gyp QUQ
APRIL 23, 2075 Q� ���
xcnor coxracr: p� �
10 5 0 10 20 FUNC CLA$$ LETTING DATE:
= RURAL LOCAL
PROFILE (VERTICAL) SUB–REGIONAL TIER APRIL 19, 2016 RON MCCOLLUM, P.E.
P.E.
SIGNATURE:
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FROM STA. 16 i 26 TO STA. 18 �. 13 -L- LT
FROM STA.14+00 TO STA.15i-00 -L- RT
DETAIL 3
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DETAIL 4
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FROM STA 18+51 TO STA.18-F89 -L- RT
FROM STA.15-•: 00 TO STA. 15+36 -L- RT
BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ft2) (ft2) (ftZ) (ft2) (ft2) (ft2) (ft2)
1 1@ 95' BRIDGE 15+50 TO 16+45 -L- X 3150 576 3726
1 IMPACTS TO UT -L- RT 14+35 TO 15+50 -L- X 1754 1179 2933
1 -L- LT 15+45 TO 15+50 -L- X 0 37 37
1 -L- LT & RT 16+45 TO 16+81 -L- X 360 1050 1410
TOTAL: 5264 2842 8106 0 0 0
Rev.Jan 2009