20170378 Ver 1_SF250453_PERMIT_DRAWINGS_2-28-2017 (3)_20170403

����� ���,4�y North Carolina Department of Transportation
SG[�Y�llW2t�r . I
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,,..,.,.,, Highway Stormwater Program ��.�
STORMWATER MANAGEMENT PLAN
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: DF15006.2026041 TIP No.: SF-250453 County(ies): Cumberland Page 1 of 1
General Project Information
WBS Element: DF150062026041 TIP Number: SF-250453 Project Type: Bridge Replacement Date: 2/23/2017
NCDOT Contact: James Rerko Contractor I Designer: Kevin Alford, PE
Address: NCDOT Division 6 Environmental Office Address: Wetherill En ineerin
P.O. Box 1150 1223 Jones Franklin Road
Fa etteville, NC 28302 Ralei h, NC 27606
Phone: [phone] P hone: 919-851-8077
Email: "rerko ncdot. ov Email: kalford wetherillen .com
Cit ITown: Fa etteville Count ies): Cumberland
River Basin s: Ca e Fear CAMA County? No
Wetlands within Project Limits? Yes
Pro'ect Description
Pro'ect Len th lin. miles or feet : 0.094 miles Surroundin Land Use: Urban Business / Residential
Proposed Pro'ect Existin Site
Pro'ect Buiit-Upon Area ac. 0.5 ac. 0.5 ac.
Typical Cross Section Description: Two 12 foot Travel Lanes with center turn lane. 4 foot paved shoulder and 2 foot Two 12 foot Travel Lanes with center turn lane. Two foot paved shoulder and 4 foot
grassed shoulders on each side on left side (upstream). Curb and gutter on right side grassed shoulder on each side.
(downstream).
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: Year: Existin : 5400 Year: 2016
General Project Narrative: The purpose of the project is to replace Bridge No. 453 on SR 1141 over Beaver Creek Tributary in Cumberland County. The existing roadway washed out at the location during
(Description of Minimization of Water Hurricane Matthew. The existing pipe (112" X 75" Aluminum Pipe Arch) was 83 feet long (based on best available information). The replacement structure will be a 1@ 40',1
Quality Impacts) @ 55' - 21" Cored Slab Bridge. The roadway grade along the new structure will be approximately the same as the existing prior to the road washing out. The grade of the road
had to be raised slightly to keep the roadway sag off the approach slab. To keep from widening the bridge, deck drains are required in order to decrease bridge spread but they
will outlet outside of surtace waters. The stormwater that bypasses the deck drains will be captured in a drop inlet at the end of the bridge and outleted into a roadside ditch. At
approximatley Station 16+10 Lt., a pipe will outlet just outside of the wetlands with non-errosive velocities. A turbidity curtain will be used at the bridge during construction to
help control the dispersion of floating turbidity in the water by allowing the sediment in the water time to settle. Existing drainage patterns will be maintained to the fullest extent
possible. Class II rip rap will be used on the banks inside the bridge to help stablilize the banks.
Waterbody Information
Surface Water Body (1): Beaver Creek Tributary NCDWR Stream Index No.: 18-31-24-5
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: N/A Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N/A 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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LOCATION: BRIDGE OVER BEAVER CREEK TRIBUTARY
0111 SR 1141 (BINGHAM DRIVE)
TYPE OF WORK GRADIIVG, DRAi11lAGE, PAVING, CURB F� GUTTER
F� STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
BEGIN BRIDGE
STA. 13 + 65.00
F SR 1141 (BINGHAM
TO\
BtjNL'� p�
'�Cl
BEGIN PROJE�
DF15006.2026041
STA.12 +14.00
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II MODIFIED.
THIS PROJECT IS WITHIN MUNICIPAL BOUNDARIES OF CITY OF FAYETTEVILLE.
GRAPHIC SCALES
30 15 0 30 60
PLANS
30 15 0 30 60
PROFILE (HORIZONTAL)
DESIGN DATA
ADT 2016 = 5400
ADT FY - WA
oHv = wa,
D = WA
T = b % *
V = 35 MPH
(TTST = 3% + DUAL = 3
FUNC CLASS -
LOCAL
SUBREGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY PROJECT DF15006.2026041 = 0.076 MILES
LENGTH STRUCTURE PROIECT DF15006.2026041 = 0.018 MILES
TOTAL LENGTH PROJECT DF15006.2026041 = 0.094 MILES
STA. 14 + 60.00
-L-
TO RAEFORD RD.
END PROJEC:
DF1S006.2026041
STA. I7 + 09.00
•' Y•,• ,• c V ETHERILL DIVISIOIY OF HIGHWAYS
ENGINEERING pRIORITY PROJECTS UNIT
1223 Jones Franklin Rd. Raleigh, N.0 27606 1020 BIRCH RlDGL• DRlVE
License Na. F-0377 RAL&IGH, NC 27610
Bus: 919.851.8077 Fax: [phone]
20(2 STANDARD SPECIFICATIONS
RIGHT OF WAY DATE: EDWARD G. WETHERILL, PE
PROJECT ENGINEGR
JANUARY 25, 2017
LETTING DATE: GREG S. PURVIS, PE
JANUARY 25, �LO�% PROJECT DESIGN ENGINEER
NCDOT CONTACT: VIRGINIA MABRY
MAhAGER - PR70RITY PROfLCTS UNIT
9TA18 6TAT8 PROIBCT R6P6R6NCB N0.
J,�a DF15006.2026041
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DF15006.2026041
DF15006.2026041
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SANFORD
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628 ROCKY FORK ROAD
SANFORD, NC 27332
�3 BRIDGE #250453
�PO 20�1
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PERMIT DRAWING
SHEET 1 OF 5
HI'DRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
INCOMPLETE PLANS
DO NOT USE POR R/W ACQUIS[TION
P.E.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

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SEE DETAIL B
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�ERM. UTILITY EASEMEP
BMI DB 6642 PG 465 .
3 TONS CLASS
RIP RAP W/
10 SY GEOTEXT E
REMOVE 97 �F
18" RCP
CLASS II RIP RAP TOPP D-
W/CLASS B STONE
SPECIAL CUT DI CH -
SEE DETAIL C
RIP RAP A -
EMBANK NT
SEE DET IL D
PERM. DRAINAG6 ASEMEKT �
Pl = 12+77.00
� EL = l7/.44'
�� VC = 95'
c� � K = 50
zN DS = 35MPH+
� �
EX �R j � 3%
170 I �-�2.8s�E - 57
I BEGIN DITCH
� -L- 12 + 14.00 (RT)
� ELEV.=173.38 FT
-�. END DITCH
-L- 12 + 50.00 (RT)
1 L O ELEV. =171.64 FT
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DATUM pE$GRIPTION
TxE LOCnLl2En COORDINniE SrStEw DEVELOPEO FOH ix15 PR0.IECT
IS BnSED ON THE STnTE PLnnE COORDINnTES ESTn8LI5HED BY
NCGS FOq IUNUIENT '$R-1141 BL-3�
MITH NAQ 83/NA 2011 S1ATE PLANE GRID COORDINATES OF
NORTHING: 46815T.3850(ftI EASTING: 2004679.055014i1
� �� O THE AVERAGE CO►81NED GR D FACTOR USED�ON THIS PRO,IECT
�GROUND TD GRID� I5: 0.999876595
2 THE N.G L�u6ERT GRID BEaRING ANp
E LOCALIZED HORIZONTaL GROUND DISTnNCE FROu
o "SR-1141 BL-3" i0 -L- STATION SR-1141 BL-2 IS
� S 23• 5�' 40' M 273.9344'
nLL LINEnR DI�ENSIONS ARE LOCaLIZED HORIZONTAL DISTANCE$
vEflTlCnl DATUM USEG I$ NAVp 88
N��' 1 L
BEGIN DITCH
T-r.�s��
ELEV. =168.17
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DB f3336 i G 504 �
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MECHANIZED
J CLEARING IN DECK DRA S REQUIRED
�- WETLAND 8" X 6" SLOTS N 3 FT. CENTERS
PERM. DRAWAGE EASEMENT FROM STA. 13+70. STA. 13+88 LT
r� FROM STA. 14+31 i STA. 14+55 LT.
DB 6869 PG 396
f �`� � i� � `� � �e � � � � _ � l � %
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EMERGENCY BRIDGE# 250453
PRELIMINARY PLANS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHOULDER BERM
GUTTER STATION qRRAN LAKE
13 + 40 TO 13 + 51 LT.
14+74 TO 14+84 LT. BAPTIST CI;L1RCh-I
RIP RAP LINED DB%754 PG 473
FILL SLOPE
SEE DETAIL E
-L- PT Sto. l7+1/A9
9 `LF
RETA�
-24" RCP = 29-R� �
DI_ 2W-� -
PROJECT REFERENCE NO. SHEET NO.
DF15006.2026041 4
RNJ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN�RY PLANS
DO NOT USE FO CONSTRUCTION
1223 7ones Franklin Rd.
ETHERILL Raleigh, N.0 27606
ENGINEERING License No. F-0377
Bus: 919 851 8077
Fax: [phone]
TRANSPORTATION PIANNING/DESIGN � BRIDGE/ST2lICrIIRE �ESIGN
CIVIL�SITE DESIGN -GIS/GPS � CONSTRIICTION 00.5ERVATION
- - - - -W6° F�� W , � SA�I�fF+�RD
TO RAEFORD RD.-' �
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DB 6825 P�,F595 � � mj SEE SHEETS S-1 THRU S-?? FOR STRUCTURE PLANS
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CLEARWG IN
l' PE'rn.�RAiNAcF EAs�M� T 60' 0' WETLAND60'
�� � j DB 6825 PG n55 ��
TEMP. IMPAC
� TO SURFAC GRAPHIC SCALE
ARR N LAKE WATERS �
� FOM�OWNER� ASSO�o � WI LIAIV !io ELL10- I_I
� �'L' C�r� I �`_8 r � ?7 P1� cJ�JJ
STA. 14 + 12.50 -L-
SKEW = 90°
C� ELEV. = 170.55
1@40',1@55' - 21" CORED
SLAB W/ 4'0" CAPS
DECK DRAINS REQUIRED
-L- 1"3+65
ELEV.=167
Pl = l5 +73.0
EL = 169.50'
VC = 248'
K = 49
DS = 35MPH
_ _ -�5� �
- - - -r =n(�.s54�i �" c +'�
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TYPE III NPE III
-L -
N 24' 22' 58.4 E
5'-6" SiDEWAIK
TYPE III NPE III
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE = 839 CFS
DESIGN FREOUENCY = 25 YRS
DESiGN Hw ELEvATION = 163b FT
BASE DISCHARGE _ 1109 CFS
BASE FREO(IENCY = l00 YRS
BASE HW ELEVATION = �638 FT
OVERTOPPING DISCHARGE = 7700 CFS
OVERTOPPING FREOUENCY= 500+ YRS
OVERTOPPING ELEVATION = 1702 FT
DATE Of SURVEY = l-3/-l7
WS.ELEVATION = �54b
AT DATE OF SURVEY
-L- 13+50 (RT) �� C'T A/4t0/ l� -L- STA, 12+7q,q0 71.14 RT DETAIL D DETAIL E
- ELEV.=165J1 FT J �-�' V'� ELEV. 173.86� RIP RAP AT EMBANKMENT
Y � -L- 13 + 65 RT
�Ho�m s<oie� RIP RAP LINED Proposed
FILL SLOPE sno�ide�
LL INo�to Scole) Point
ELEV.=163.89 FT EXCAVATION ,°'"'"
j� TOTAL APPROXIMATE �'oa i.om�� z, Na,,,,ai �o�s`�°oe -
ELEV. VARIES EXCAVATION = �����d 6 1 F`�
�,� FROM 160.0 DiS 840 CY +/- - � �
�� EXCAVATE TO l ( ) �EOTExT��E GeO e„e
+ � TO 162.0 UiS
., ii ELEV. 162.0 � �/, pA 6= -zo F� �o ExISL Conc Flome
> CLASS II RIP RAP CL/1SS II RIP I\F1P TYPe ofLiner= il TOGeoCenBIeR=P R]Ps
Type of Liner= Cbss I Rip-Rop
J J W/GEOTEXTILE W�GEOTEXTILE � FROM -L- STA. 13+91 TO STA.14+07 RT. FROM -L- STA.16+18 TO STA.16+55 LT.
� w (2 FT. THICK) � (2 FT. THICK) DETAIL A DETAIL 8 DETAIL C
WATER SURFACE SPECIAL BACK Of CURB NT DITCH SPEQAL NT DiTCH SPECInL CUT DITCH
END DITCH ON DATE OF SURVEY iNo**o SCALE) �����o ����e, ,����� �=��e, �F,o
NAiURAL F.anl
- � + � NWS = ELEV. = 154.6 ��RouNo H � �°`, °ioce Now,oi � 3�rs� °iov�
ELEV.=162.00 FT 155.6 (12-27-16) -,- --_� � �^d 3., p �F��e �`°"°' ,' p F�o
� � I ,5.\ - Min. D= 1 Ft.
POINT DESC. NORTH ERST ELEV/aT10N LSTHTION OFFSET Geore.ule Min.D= 1Ft.
"""""......."'"" '""""'""..."""' "'""'""'"'""""' ""'"'"'""'"""" Type a4Liner= Class B Rip.Rap Max.d- 1 Ft.
"""".... .......""""' """"........ FROM -L- STA.12+75 TO STA.73+50 RT. ..
� 467632.5326 2004449.2193 17a.5< 11 •70.08 32.03 RT FROM -L- STA. 12+74 TO STA. 12+50 RT. FROM -L- STA. 13+50 TO STA. 13+65 LT. FROM -L- STA. 13+50 TO STA. 13+91 RT.
2 967906.9610 200<568.0249 16].96 10�65.56 24.86 RT
3 468157.3850 2004679.0558 177.35
13 14 15 16 17
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170
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IMPACTS IN SURFACE WATER
/� � _i _ or �
PERMIT DRAWING I
SHEET 3 OF 5
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'�,�` � TEMP. IMPACT�
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SPECIAL CUT DITCH � I
SEE DETAIL B
F
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CURB CUT DITCH
SEE DETAIL A
� WILUAM ROYAL
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SEE DETAIL B
�'F�M. UTILITY EASEMEP
aMl DB 6642 PC- 465 .
3 TONS CLASS
RIP RAP W/
10 SY GEOTEXT E
REMOVE 97 �F
18" RCP
CLASS II RIP RAP TOPP D-
W/CLASS B STONE
SPECIAL CUT DI CH -
SEE DETAIL C
RIP RAP A -
EMBANK NT
SEE DET IL D
PERM. DRAINAGE- ASEMENT �
Pl = 12+77.00
� EL = l7/.44'
�� VC = 95'
c� � K = 50
zN DS = 35MPH+
� �
EX �R j � 3%
170 I �-�2.8s�E - 57
I BEGIN DITCH
� -L- 12 + 14.00 (RT)
� ELEV.=173.38 FT
-�. END DITCH
-L- 12 + 50.00 (RT)
1 L O ELEV. =171.64 FT
v
DATUM pE$GRIPTION
TxE LOCnLl2En COORDINniE SrStEw DEVELOPEO FOH ix15 PR0.IECT
IS BnSED ON THE STnTE PLnnE COORDINnTES ESTn8LI5HED BY
NCGS FOq IUNUIENT '$R-1141 BL-3�
MITH NAQ 83/NA 2011 S1ATE PLANE GRID COORDINATES OF
NORTHING: 46815T.3850(ftI EASTING: 2004679.055014i1
� �� O THE AVERAGE CO►81NED GR D FACTOR USED�ON THIS PRO,IECT
�GROUND TD GRID� I5: 0.999876595
2 THE N.G L�u6ERT GRID BEaRING ANp
E LOCALIZED HORIZONTaL GROUND DISTnNCE FROu
o "SR-1141 BL-3" i0 -L- STATION SR-1141 BL-2 IS
� S 23• 5�' 40' M 273.9344'
nLL LINEnR DI�ENSIONS ARE LOCaLIZED HORIZONTAL DISTANCE$
vEflTlCnl DATUM USEG I$ NAVp 88
N��' 1 L
BEGIN DITCH
T-r.�s��
ELEV. =168.17
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�. � p DB f3336 i G 50� �
`"`'�' � � j � PB il2 PG 139
� MECHANIZED
J/ CLEARING IN DECK DRA S REQUIRED
/- WETLAND 8" X 6" SLOTS N 3 FT. CENTERS
/Y PERM. DRAWAGE EASEMENT FROM STA. 13+70. STA. 13+88 LT
(�' � DB 6869 PG 396 FROM $TA.14+31 T STA.14+55 LT.
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UNKNOWN SY GEQT�EXTILE �k
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� OF I8" RCP MECHANIZED
:.j CLEARWG IN
l P�� M. �RAiNAcF EAs�M� T WETLAND
� � � 60' 0' 60'
DB 6825 PG n55 ��
� TEMP. IMPAC
� TO SURFAC I GRAPHIC SCALE
ARR N LAKEWATERS �
r
�� I�OM QW'�ER� ASSOCo � WI� LIAIV 'io ELL10- I_I
� �'�.'� � i�r� I.� �`_`f? r C�.' �i!..�'�7 �1� ���:JJ
STA. 14 + 12.50 -L-
SKEW = 90°
C� ELEV. = 170.55
1@40',1@55' - 21" CORED
SLAB W/ 4'0" CAPS
DECK DRAINS REQUIRED
-L- 1"3+65
ELEV.=167
Pl = l5 +73.0
EL = 169.50'
VC = 248'
K = 49
DS = 35MPH
EMERGENCY BRIDGE# 250453
PRELIMINARY PLANS
DOCUMENT NOT CONSIDERED FINAL
UNLE55 ALL SIGNATURES COMPLETED
SHOULDER BERM
GUTTER STATION qRRAN LAKE
13 + 40 TO 13 + 51 LT.
14+74 TO 14+84 LT. QAPTIST CI;L1RCh-I
RIP RAP LINED DB%754 PG 473
FILL SLOPE
SEE DETAIL E
-L- PT Sto. l7+1/A9
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PROJECT REFERENCE NO. SHEET NO.
DF15006.2026041 4
RNJ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN�RY PLANS
DO NOT USE FO CONSTRUCTION
1223 7ones Franklin Rd.
ETHERILL Raleigh, N.0 27606
ENGINEERING License No. F-0377
Bus: 919 851 8077
Fax: [phone]
TRANSPORTATION PIANNING/DESIGN � BRIDGE/ST2lICrIIRE �ESIGN
CIVIL�SITE DESIGN -GIS/GPS � CONSTRIICTION 00.5ERVATION
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TO RAEFORD RD.-' �
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SEE SHEETS S-1 THRU S-?? FOR STRUCTURE PLANS
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TYPE III NPE III
-L -
N 24' 22' 58.4 E
5'-6" SiDEWAIK
TYPE III NPE III
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE = 839 CFS
DESIGN FREOUENCY = 25 YRS
DESiGN Hw ELEvATION = 163b FT
BASE DISCHARGE _ 1109 CFS
BASE FREO(IENCY = l00 YRS
BASE HW ELEVATION = �638 FT
OVERTOPPING DISCHARGE = 7700 CFS
OVERTOPPING FREOUENCY= 500+ YRS
OVERTOPPING ELEVATION = 1702 FT
DATE Of SURVEY = l-3/-l7
WS.ELEVATION = �54b
AT DATE OF SURVEY
-L- 13+50 (RT) �� C'T A/4t0/ l� -L- STA, 12+7q,q0 71.14 RT DETAIL D DETAIL E
- ELEV.=165J1 FT J �-�' V'� ELEV. 173.86� RIP RAP AT EMBANKMENT
Y � -L- 13 + 65 RT
�Ho�m s<oie� RIP RAP LINED Proposed
FILL SLOPE sno�ide�
LL INo�to Scole) Point
ELEV.=163.89 FT EXCAVATION ,°'"'"
j� TOTAL APPROXIMATE �'oa i.om�� z, Na,,,,ai �o�s`�°oe -
ELEV. VARIES EXCAVATION = �����d 6 1 F`�
�,� FROM 160.0 DiS 840 CY +/- - � �
�� EXCAVATE TO l ( ) �EOTExT��E GeO e„e
+ � TO 162.0 UiS
., ii ELEV. 162.0 � �/, pA 6= -zo F� �o ExISL Conc Flome
> CLASS II RIP RAP CL/1SS II RIP I\F1P TYPe ofLiner= il TOGeoCenBIeR=P R]Ps
Type of Liner= Cbss I Rip-Rop
J J W/GEOTEXTILE W�GEOTEXTILE � FROM -L- STA. 13+91 TO STA.14+07 RT. FROM -L- STA.16+18 TO STA.16+55 LT.
� w (2 FT. THICK) � (2 FT. THICK) DETAIL A DETAIL 8 DETAIL C
WATER SURFACE SPECIAL BACK Of CURB NT DITCH SPEQAL NT DiTCH SPECInL CUT DITCH
END DITCH ON DATE OF SURVEY iNo**o SCALE) �����o ����e, ,����� �=��e, �F,o
NAiURAL F.anl
- � + � NWS = ELEV. = 154.6 ��RouNo H � �°`, s°ioce ��w,�� a "'�rs� °iov�
ELEV.=162.00 FT 155.6 (12-27-16) -,- --_� � �^d 3., p �F��e �`°"°' ,' p F�o
� � I ,5.\ - Min. D= 1 Ft.
POINT DESC. NORTH ERST ELEV/aT10N LSTHTION OFFSET Geore.ule Min.D= 1Ft.
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"""".... .......""""' """"........ FROM -L- STA.12+75 TO STA.73+50 RT. ..
� 467632.5326 2004449.2193 17a.5< 11 •70.08 32.03 RT FROM -L- STA. 12+74 TO STA. 12+50 RT. FROM -L- STA. 13+50 TO STA. 13+65 LT. FROM -L- STA. 13+50 TO STA. 13+91 RT.
2 967906.9610 200<568.0249 16].96 10�65.56 24.86 RT
3 468157.3850 2004679.0558 177.35
13 14 15 16 17
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WE LAN 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)
Sta. 13+93 to 16+29 1@40',1 @55' - 21 " Cored Slab < 0.01 < 0.01 < 0.01 < 0.01 11
Bank Stabilization 0.05 112
TOTALS*: < 0.01 < 0.01 0.05 < 0.01 112 11
"Rounded totals are sum of actual impacts
NOTES:
Permanent SW impacts of 7 square feet are due to the proposed bents in the water.
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