20170261 Ver 1_17BP 12 R 59_Permit Drawings_20170303_20170306

k 11�;11�� <14' North Carolina Department of Transportation
SL[?1'llitYcl�PP �
Highway Stormwater Program �.
STORMWATER MANAGEMENT PLAN
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 17BP.12.R.59 TIP No.: 176P.12.R.59 County(ies): Gaston Page 1 of 1
General Project Information
WBS Element: 17BP.12.R.59 TIP Number: 176P.12.R.59 Project Type: Bridge Replacement Date: 2/17/2017
NCDOT Contact: Paul Fisher, PE Contractor I Designer: MA Engineering Consultants, Inc.: Scott Brookhart, PE
Address: 1020 Birch Ridge Dr Address: 598 E Chatham St, Suite 137
Raleigh, NC 27610 Cary, NC 27511
Phone: [phone] Phone: [phone]
Email: fisher ncdot. ov Email: sbrookhart maec.com
Cit ITown: Dallas Count ies): Gaston
River Basin s: Catawba CAMA County? No
Wetlands within Project Limits? No
Pro'ect Description
Pro'ect Len th lin. miles or feet : 0.08 mi Surroundin Land Use: residential/wooded and open farmland
Proposed Pro'ect Existin Site
Pro'ect Buiit-Upon Area ac. 0.3 ac. 0.2 ac.
Typical Cross Section Description: 2 10' lanes with 7' shoulders (4' paved) tying to existing alignment. Shoulder with in Existing is 24' pavement (12' lanes) with varying width grass shoulders.
areas with guardrail will be 7'.
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 1100 Year: 2010 Existin : 1100 Year: 2010
General Project Narrative: The purpose of this project is to replace existing bridge No. 177 on SR 1837 over Hoyle Creek in Gaston County. The existing bridge is a 3-span structure with a total length of
(Description of Minimization of Water 120'9". The proposed bridge is a 3-span structure with a total length of 130'. The proposed bridge will be built in the same location as the existing bridge and maintain the
Quality Impacts) existing grade. The road will be closed during construction and all traffic will be moved to an off-site detour. All storm drainage is discharged as far away from the stream as
practical while maintaining existing flow patterns. Rip Rap is used to diffuse flow where applicable.
Methods utilized to minimize impacts:
-Fill slopes set at 2:1
-Proposed alignment placed on existing alignment to minimize additional impacts to stream
-Storm drainage outlets to rip rap pad to reduce velocity and diffuse flow
-Bank stabilization provided under new structure to reduce bank erosion
-New design places bents out of water, eliminates one bent currently at stream's edge
-Promotion of sheet flow and infiltration with grassed shoulders and swales as practical.
Waterbody Information
Surface Water Body (1): Hoyle Creek NCDWR Stream Index No.: 11-129-15-(1.5)
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV)
Supplemental Classification:
Other Stream Classification:
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

•,
See Sheet �-A For Index of Sheets
See Sheet , -B For Symboloqy
BEGI1� PROJECT 17BP.12.R.59
-L- POT STA.11 + 00.00
TO SR 1836
(OLD WILLIS SCHOOL RD.1
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LOCATI011t: BRIDGE ##177 � T�ER HOYLES CREEI�
41� SR 183 7(HO YLES CREEK RD. )
TYPE OF WORI�: GRADI11tG, DRAI11lAGE, PA T�I1�G A1�D STR UCTURE
-L -
SR 1837
HOYLES CREEK RD.
BEGIN BRIDGE
-L- POT STA
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THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
u
I 1 SR 340/
1 ROCKY CREEK LN.
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CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
�RNY R �823
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E1�D PROJECT 17BP.12.R.59
-L- POC STA. IS +25.00
PE RMIT D RAWI N G
SHEET 1 OF 4
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NCDOT CONTACT:
STEVEN RACKLEY, PE
DIVISION BRIDGE PROGRAM MANAGER
[phone]
Prepored For: HYDRAULICS E11tGI1�lEER
GRAPHIC SCALES DESIG11l DATA PROJECT LE11tGTH DIVISI01� OF HIGHWAYS
ADT 2014 = 1,400 1000 Birch Ridge Dr., Raleigh Nc, 27610
50 25 0 50 100 T_ 6 0�0 -- �� o� aoapyy �
_ _ == M A E n i n e e r i n 598 East Chatham Street - Suite 137 Q�� ��O
V 55 MPH LE11tGTH ROADWAY PROJECT 17BP.12.R.59 0.055 mile g g cary, NC 27511 � Q�
P�NS -- Phone: [phone] Fax: [phone]
// Consultants� �nC. NCLicense: F-0160 P.E. � �yy
SIGNATURE: �w �
�j 0 2 5 � �j � � � � 2012 STANDARD SPECIFICAT7011rS � g
LEI�GTH STR UCTURES PROJECT 17BP.12.R.59 = 0.025 mile ROADWAY DESIG11t ��, a�
RIGHT OF WAY DATE: KEVI N S. H UTC H E N S, PE E11tGI1�EER �
PROFILE (HORIZONTAL) FUNCT. CLASS = OCTOBER 3 2016 PROJECT ENGINEER �'��yp ooQ��
10 5 0 10 20 LOCAL TOTAL LE11tGTH PROJECT 17BP.12.R.59 = 0.080 mile � °� ��p���
LETTI11lG DATE: ROBERT W. PORTER, PE
PROJECT DESIGN ENGINEER
PROFILE (VERTICAL) SUBREGIONAL TIER P.E.
SIGNATURE:

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HYDRAULICS LTDe �Q'
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(STRUCTURE PAY ITEM) DOCUMENT NOT CONSIDERED FINAL
M& W INDUSTRIES9 INC UNLESS ALL SIGNATURES COMPLETED
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SR 1837 —\ MAX SPREAD W/DECK DRAINS = 3.9'
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RIP RAP AT CHANNEL EMBANKMENT
( Not to Scale)
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2' TYP.
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BQNK STQBI�IZQTION CLASSIIRIPRAP �
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32 TONS CL II Rip-Rap; 34 SY Geotextile (EAST BANK)
FROM -L- STA. 13+25 TO STA. 13+38 (WEST BANK)
P E RM I T D RAW I N G FROM -L- STA. 13 + 64 TO STA. 13 + 79 (EAST BANK)
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DIAMONDBACK PROPERTIES, L�C ��
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HYDRAULICS LTDe �Q'
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(STRUCTURE PAY ITEM) DOCUMENT NOT CONSIDERED FINAL
M& W INDUSTRIES9 INC UNLESS ALL SIGNATURES COMPLETED
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2' TYP.
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� BQNK STQBI�IZQTION CLASSIIRIPRAP �.
SEE DETAIL El *1.5:1 max. or as directed by Engineer
(� I T� �\ WOODS Type of Liner=
` I l 34 TONS CL II Rip-Rap; 37 SY Geotextile (WEST BANK)
32 TONS CL II Rip-Rap; 34 SY Geotextile (EAST BANK)
FROM -L- STA. 13+25 TO STA. 13+38 (WEST BANK)
P E RM I T D RAW I N G FROM -L- STA. 13 + 64 TO STA. 13 + 79 (EAST BANK)
O TEMPo WORK PAD & O
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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 -L- 13+68 BRIDGE/Temp 0.01 8
Causeway
2 -L- 13+25 to -L-13+7g Bank Stabilization 34
TOTALS: 0.01 34 8
Revised 3/31/OS