20170634 Ver 1_950156_Buffer Permit_20170508_20170522

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See Sheet 9A For Index of Shee'�s
DETOUR ROUTE
BEGI11l PRO
-L- STA.10 + 25.00
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WA Y1�lE CO U1�lTY
LOCATI011I: BRIDGE STRUCTURE 950156 011I
SR IIOI (RAYIVOR MILL RD) OVER RANYOR MILL BRANCH
TYPE OF WORK: DRAIIVAGE, GRADING, PAVING, £� STRUCTURE
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CLEARING ON THIS PROJECT SHALL BE TO THE LIMITS ESTABLISHED BY METHOD II.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
THERE IS NO CONTROL OF ACCESS ON THIS PROJECT.
BEGIN BRIDGE
—L— STA.12 + 40.81
SR 1 Ipl—RAYNOR MILL RD
BUFFER IMPACTS PERMIT
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END BRIDGE
—L— STA.13 + 63.19
—L— SR 1101 RAYNOR MILL RD
s�— sTATE PRo�E�T REFEAex�e No i No.
FrF;>ared ln the � i f,'c� %f;
A. MORTON THOMAS AND ASSOCTATL'S, NC.
CONSULT/NG F_NGINEERS
613! Fi1LLSOFN6'US6'ROf1D, SUlT6'l06, RALEIGH, NC27609
(9L9) 8�5-9989 FAX: [phone]
L-'MAIL: AM77�'AM7'ENGINEEHlNO.COM
NCBELS LICENSE No. F-1049
PERMIT DRAWING
SUBMITTAL# S—OIORI
SUBMITTAL DATE: 5/08�17
E1VD PROJECT
-L- STA.15 + 50.00
TO DOBBERSVILLE RD.�
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DO NOT USE FOR RAW AC�L*IgiTION
DOCUMENT NOT CONSIDERED FINAL
UNLE55 ALL SIGNATURES COMPLETED
1VCDOT C0IVTACT: VIRGIIVIA MABRY, PRIORITY PROJECTS UNIT
HI'DRAULICS ENGINEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepo�ed in tne office of:
ADT 2012 = 260 LENGTH OF ROADWAY PROJECT = 0.076 MI DIVISIOIV OF HIGHWAYS
4� 0 40 $� ADT FY = WA ID00 Birch Ridge Dr., Raleigh NC, 27610 ��� ���1?yy Q
DHV = WA LENGTH OF STRUCTURE = 0.023 MI zarzsrallonnn srEcrFrcazroxs aQ� ``�Q
PLANS ;� �
D= WA % TOTAL LENGTH OF PROJECT = 0.099 MI sic.vATu�: P� � '�
40 20 0 40 80 7— b %* RIGHT OF WAY DATE: MICHAEL N. SURASKY, PE, PTOE � �
V= 55 MPH reo�scr sn�crxEax ROADWAY DESIGN a�,� a
PROFILE HORIZONTAL ENGINEER
� ) * TTST = 3% DUAL = 3% ��p o�'��
10 5 0 10 20 FUNC CLASS = LETTIIVG DATE: NICK RAMIREZ, PE ��"���
LOCAL PROJECT DES7GN ENG7NEER
PROFILE (VERTICAL) SUBREGIONAL TIER PE
S7GNAT[IRE:

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