20170986 Ver 1_Permit Drawings_20170808

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See Sheet �-A For I ndex of Sheets
See Sheet �-B For Conventi onal symbols
See Sheet 9-C For Survey Control Sheet
TO OLD BEATTY FORD RD.
(SR 1210)
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LOCATI�11t: REPLACE BRIDGE 11t0. 790236 OT�ER TOW1� BRA11tCH
(TRIB UTAR Y TO COLD WA TER CREEK) 01� SR 1221 (B �STIA1� R OAD)
T YPE OF WORI�: GRADII�G, DRAI11 tA GE, PA T�I1�lG � S TR UCT URE
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END PROJECT
-L- STA. 13 + 41.5 y�� �y/
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DESIGN EXCEPTION FOR VERTICAL SAG CURVE
THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
PERM T
SHEET
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NA 2011
TO DAUGHERTY RD.
(SR 1243)
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DO NOT USE FOR R� W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared ln the Offlce of: HYDRA ULICS E11tGI11lEER
GRAPHIC SCALES DESIG11t DATA PROJECT LEI�GTH 1025WadeAvenue
E P I Rale�ig9, 89 97605
e 9
ADT 2 012 = 480 E N G I N E E R I N G g Fax [phone]
2 O � 0 O � O �O C 0 N S T R U C T I O N License: C-2197 O� � � rRj° %% /cn
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T= 7 %* LENGTH OF ROADWAY PROJECT 17BP.9.R.62 = 0.045 MI 2012 STANDARD SPECIFICATIONS �Q�� ���o
PLANS V= 55 MPH LENGTH OF STRUCTURE PROJECT 17BP.9.R.62 = 0.004 MI � ��
BEN CRAWFORD, PE P.E. � �
* TTST = 3 DUAL 4 TOTAL LENGTH OF PROJECT 17BP.9.R.62 = 0.049 MI PROJECT ENGINEER SIGNATURE: r �
20 l 0 0 20 40 RIGHT OF WAY DATE: � �
FUNC CLASS = ROADWAY DESIG11t �' �
LOCAL JUNE 2, 2015 MATTHEW COPPLE, PE E111GI11lEER � Q
PROFILE (HORIZONTAL) PROJECT DESIGN ENGINEER ��p O D� �Q�Q�
SUBREGIONAL TIER LETTIIIIG DATE: � p�Q�
5 2.5 0 5 10
JUNE 2, 2015 VIRGINIA MABRY
PROFILE (VERTICAL) PRIORITY PROJECTS UNIT
P.E.
SIGNATURE:

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PROJECT REFERENCE NO
ROV'
ROADWAY DESIGN
ENGINEER
PERMIT DRAWING
SHEET 4 0� 6
E N G I N E E R I N G &
C 0 N S T R U C T I 0 N
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DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
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GRAPHC SCALE
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SHEET NO.
4
HYDRAULICS
ENGINEER
1025 Wade Avenue
Raleigh, NC 27605
Te1:919-789-9977
Fax:[phone]
License: G2197
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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln 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 13+45.5 -L- 2@ 11'X9' RCBC 0.01 48
13+38 TO 13+49 BAN K STAB I L I ZAT I O N 0. 02 73
13+36 TO 13+49 DEWATERING AND INSTALLING <0.01 23
BANK STABILIZATION
TOTALS*: 0.03 < 0.01 121 23 0
*Rounded totals are sum of actual impacts
NOTES:
NO WETLANDS WILL BE IMPACTED.
Revised 2013 10 24