HomeMy WebLinkAbout20171032 Ver 1_630111_prm_Combined_11x17_20170823•�
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See Sheet 9-A For Index of Sheets
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�Asx CDUI�TY
LOCATION: BRIDGE NO.IIl OVER SAP011tY CREEK
ON SR 1704 (BATCHELOR ROAD)
TYPE OF WORK GRADIIVG, DRAIIVAGE, PAVIIIIG �' STRUCTURE
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TO NC 58
BEGIN NCDOT
PROJECT 17BP.4.R.79
—L— POT STA.13 + OS.SO
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD 11.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
GRAAHIC SCALES
30 15 0 30 60
PLANS
30 15 0 30 60
PROFILE (HORIZONTAL)
DESIGN DATA
ADT 2017 = 560
T = 6 % *
V = 55 MPH
(TTST =3% + DUAL =:
FUNC CLASS =
RURAL LOCAL
SUBREGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY PROJECT 17BP.4.R.79 =
LENGTH STRUCTURE PROJECT 17BP.4.R.79 =
TOTAL LENGTH PROJECT 17BP.4.RJ9 =
BUFFER IMPACTS PERMIT
STA. IS + 05.50
SR 1704
(BATCHELOR RD.)
-L-
0.070 MI
0.027 MI
0.097 MI
END BRIDGE
STA. I6 + 45.SO
TO SR I703 �
(BARNES HILL CHURCH RD.)
END NCDOT
PROJECT 17BP.4.R.79
—L— POT STA.18+20.00
Prepared for:
DIVISI0IV OF HIGHWAYS
DIVISION FOUR
509 Ward Boulevard, Wilson NC, 27895
.1F_' S'Z'.1.VDAKU 5'PE'(:lYLG'/IYIONJ'
1' OF WAY DATE:
PAOJECT EN(:Z:
LaTTING DATE:
PR!)ld:('T IJF'.ti/!;;\ � .
STATE STAT2 PROJECI' REFERENCE M1O.
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TRANSPoRTATION PLANNING/DfSIGN - BRIIX',E/STRUCTURE DES/GN
CNIL/SITE DESIGN - G/5/GPS - CONSTRUCTION OBSERVATION
BRIDGE #630111
PRELIM. ROADWAY PLANS
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DO NOT VSE FOR R! W ACQIiI91TION
PERMIT DRAWING
SHEET 1 OF 4
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICS ENGINEER
P.E.
ROADWAY DESIGN
ENGINEER
r.F.
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BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ftZ) (ft2) (ft2) (ft2) (ftz)
1 1@40' 2@50' 21" CS 15+05.5 TO 16+45.5 X 678 0 678
1 ROADWAY 14+62 TO 16+gg X 545 965 1510
TOTAL: �z2s 965 2188 0 0 0 0 0
Rev. May 2006
1-[if;hW�l�� North Carolina Department of Transportation %-
StOYl114Vc1t�'Y Highway Stormwater Program �
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STORMWATER MANAGEMENT PLAN -
(Version 2.01; Released December 2014) FOR NCDOT PROJECTS
WBS Element: TIP No.: 630111 County ies : Nash Page 1 of 1
General Project Information
WBS Element: TIP Number: 630111 Project Type: Bridge Replacement Date: 8/3/2017
NCDOT Contact: Chad Coggins Contractor I Designer: Wetherill Engineering, Inc. / Harminder Singh, PE
Address: Highway Division 4 Address: 1223 Jones Franklin Rd.
509 Ward Blvd, PO BOX 3165
Wilson, NC 27895 Raleigh, NC 27606
Phone: (252)237-6164 Phone: 919-851-8077
Email: ccoqqins(c�ncdot.qov Email: hsinqh(a)wetherillenq.com
CityITown: N/A County(ies): Nash
River Basin(s): Tar-Pamlico CAMA County? No
Wetlands within Project Limits? Yes
Project Description
Project Length (lin. miles or feet): 0.10 Surrounding Land Use: Rural, Wooded, Agricultural
Proposed Project Existing Site
Project Built-Upon Area (ac.) 0.4 ac. 0.2 ac.
Typical Cross Section Description: (2) 10' lanes with grassed shoulders and up to 5.42' shoulders with guardrail. 4' (2) 10' lanes with grassed shoulders
shoulders are variable width paved.
Annual Avg Daily Traffic (veh/hr/day): Design/Future: 560 Year: 2017 Existing: Year:
General Project Narrative: Replace bridge no. 111 over Sapony Creek on SR 1704 Batchelor Road. Use 1@40', 2@50' 21" Cored Slab. At end bridge, a TB 2GI will outlet outside the buffer zones on
(Description of Minimization of Water upstream side of the bridge with 15" CSP with Class B rip rap used to stabilize the outlet. At begin bridge, a TB 2GI will outlet into a ditch on the downstream side of the bridge
Quality Impacts) with 15" CSP with Class B rip rap used to stabilize the outlet. No deck drains will discharge directly into channel.
Waterbody Information
Surface Water Body (1): Sapony Creek NCDWR Stream Index No.: 28-55-(5.5)
NCDWR Surface Water Classification for Water Body Primary Classification: Class B Water Supply IV (WS-IV)
Supplemental Classification: Nutrient Sensitive Waters (NSW) None
Other Stream Classification: None
Impairments: None
Threatened/Endangered Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico
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)
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See Sheet 9-A For Index of Sheets
����� �� ����� ��������
�������� �� ���������
�Asx CDUI�TY
LOCATION: BRIDGE NO.IIl OVER SAP011tY CREEK
ON SR 1704 (BATCHELOR ROAD)
TYPE OF WORK GRADIIVG, DRAIIVAGE, PAVIIIIG �' STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
�
TO NC 58
BEGIN NCDOT
PROJECT 17BP.4.R.79
—L— POT STA.13 + OS.SO
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD 11.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
GRAAHIC SCALES
30 15 0 30 60
PLANS
30 15 0 30 60
PROFILE (HORIZONTAL)
DESIGN DATA
ADT 2017 = 560
T = 6 % *
V = 55 MPH
(TTST =3% + DUAL =:
FUNC CLASS =
RURAL LOCAL
SUBREGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY PROJECT 17BP.4.R.79 =
LENGTH STRUCTURE PROJECT 17BP.4.R.79 =
TOTAL LENGTH PROJECT 17BP.4.RJ9 =
STA. IS + 05.50
SR 1704
(BATCHELOR RD.)
-L-
0.070 MI
0.027 MI
0.097 MI
END BRIDGE
STA. I6 + 45.SO
TO SR I703 �
(BARNES HILL CHURCH RD.)
END NCDOT
PROJECT 17BP.4.R.79
—L— POT STA.18+20.00
Prepared for:
DIVISI0IV OF HIGHWAYS
DIVISION FOUR
509 Ward Boulevard, Wilson NC, 27895
.1F_' S'Z'.1.VDAKU 5'PE'(:lYLG'/IYIONJ'
1' OF WAY DATE:
PAOJECT EN(:Z:
LaTTING DATE:
PR!)ld:('T IJF'.ti/!;;\ � .
STATE STAT2 PROJECI' REFERENCE M1O.
���� 17BP.4.R.79
1
176P.4.R.79
sxeer rorn�
:�0. . SHEF.TS
�
. UTIL.. R�W
��z����,e��
- Ka����,�, ,
�.
TRANSPoRTATION PLANNING/DfSIGN - BRIIX',E/STRUCTURE DES/GN
CNIL/SITE DESIGN - G/5/GPS - CONSTRUCTION OBSERVATION
BRIDGE #630111
PRELIM. ROADWAY PLANS
����,d������ ��.���
DO YOT t'SE FOR CONSTRUCTIOPh
dN���Il�1L1E7[°lE 1�T,AN�
DO NOT VSE FOR R! W ACQIiI91TION
PERMIT DRAWING
SHEET 1 OF 4
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICS ENGINEER
P.E.
ROADWAY DESIGN
ENGINEER
r.F.
WETLAND PERMIT IMPACT SUMMARY
WETLANDIMPACTS SURFACE WATERIMPACTS
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) (tt) (ft) (ft)
1 -L- 14+g7 to 16+47.5 1@40' 2@50' 21" Cored Slab < 0.01 0.08 42
TOTALS`: < 0.01 0.08 0 42 0
'Rounded totals are sum of actual impacts
NOTES:
Hand Clearing in Wetlands = 364 Sq. Ft. (0.008 Ac)
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