20140560 Ver 1_Application_20140604

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Patrick Lloyd McCrory
GoveanoK
May 16, 2014
U.S. Army Corps of Engineers
Regulatory Field Office
2407 W. 5'�' St.
Washingtoq N.C. 27889
Atte�tion: Tom Steffens
Anthony.L Tata
SECRE7ARY
Subject: Request for a NW 14 Permit for the replacement of Bridge #255 over Broad Creek Canal on Terra
Ceia Road (SR 1612) in Beaufort Co��ty with a culvert. WBS #]7BP.2.R.47
"Ihe North Carolina Department of Transportation is replacing bridge #255 in Beaufort County with a
culvert. The current bridge is located on Terra Ceia Road (SR ] 612) over Broad Creek Canal. Broad Creek
Canal is in the Tar-Pamlico Basiq but NCDENR does �ot claim jurisdiction; therefore the buffer rules do
not apply. Broad Creek Canal is classified by NCDENR as class C; Sw; NSW waters. Bridge #255 is
currendy a 5-span steel plank floor bridge oo steel I-beams, 120 ft long. This structure will be removed
using NCDOT's guidelines for bridge removal. The proposed culvert will be placed on the existing bridge
alignment Tl�e proposed strucmre wil] be a 3-cell 9'x13' reinforced conerete box culvert with 25° skew.
Culveri cells will be buried 1—foot. There are no jurisdictiona] wetlands located on site. USACE does
claim jurisdictio� of Broad Geek Cana] and a Nationwide Permit will be required for tl�e bridge [o culvert
modification and related impacts. The placement of the proposed culvert and riprap associated with the
downstream cha�nel improvement wil] result in 210 linear feet of pernianent stream impacts. Temporary
impervious dikes and a diversion channel will be i�stalled during construction [o dewater Ihe site.
Construction of the temporary channel and dikes will result in an additional 231 liuear feet of [emporary
stream impacts. This bridge is following the Low Impact Bridge Process established by FHWA, NCDOT,
and Regulatory Agencies.
Included with this letter are the ]ocation map, permi[ drawings, and Low lmpact Data Sheet. If you
have questions please cal] me at [phone]
Sincerely,
�`0 u�---
Jay B.Joh�son
Division Two Environmental OPficer
Cc: Garcy Ward, DWQ
Sonia Carrillo, DWQ

Patrick Lloyd McCrory
Governor
e�n
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Chuck Wakild John E. Skvada, III
Director Secretary
Attachment L: Low Impact Bridge Replacement Process
Low Impact Bridge Project No.: SF-060255 County BEAUFORT
Bridge No. 0255 over BROAD CREEK CANAL WBS Element Number 17BP.2.R.47
This project is subject to the Low Impact Bridge Process as agreed to on October 6, 2009. This project
meets the documentation requirements and approval procedures under NEPA, as defined by FHWA, for
Low Impact Bridge Replacements. This project meets the standards of NCDOT's Minimum Criteria Rules.
Date: 5/16/2014
Applicant Name: DEPARTMENT OF TRANSPORTATION
Applicant Address: 105 PACTOLUS HWY (NC 33)
PO BOX 1587
GREENVILLE NC 27835
Primary Contact for Project: JAY B. JOHNSON
Phone No.: [phone]
Is this an after-the-fact application: Yes x No
River Basin: TAR-PAMLICO
Stream Classification: C: Sw: NSW
Regulatory Authorization Options for this Activity
Federal: USACE Nationwide General Permit 14 — Linear Transportation Projects
State: None
Local: None
Project Description — NCDOT is replacing bridge #255 in Beaufort County with a culvert. The current
bridge is located on Terra Ceia Road (SR 1612) over Broad Creek Canal. Broad Creek Canal is in the
Tar-Pamlico Basin, but NCDENR does not claim jurisdiction; therefore the buffer rules do not apply.
Broad Creek Canal is classified by NCDENR as class C; Sw; NSW waters. Bridge #255 is currently a 5-
span steel plank floor bridge on steel I-beams, 120 ft long. This structure will be removed using NCDOT's
guidelines for bridge removal. The proposed culvert will be placed on the existing bridge alignment. The
proposed structure will be a 3-cell 9'x13' reinforced concrete box culvert with 25° skew. Culvert cells will
be buried 1—foot. There are no jurisdictional wetlands located on site. USACE does claim jurisdiction of
Broad Creek Canal and a Nationwide Permit will be required for the bridge to culvert modification and
related impacts. The placement of the proposed culvert and riprap associated with the downstream
channel improvement will result in 210 linear feet of permanent stream impacts. Temporary impervious
dikes and a diversion channel will be installed during construction to dewater the site. Construction of the
temporary channel and dikes will result in an additional 231 linear feet of temporary stream impacts.
Signature:
Print Name:
Title: DIVSION 2 ENVIRONMENTAL OFFICER
Transportalion Permitting Unit
1650 Mail Service Center, Raleigh, Nodh Carolina 27699-1650
Location�.2321 Crabtree Bivd., Raleigh, North Carolina 27604
Phone�.919-733-17861FAX:[phone]
IntemeC http:l/h2o.encstate.nc.uslncwetlandsl
An Equal OppoRUnity 1 Affirmalive Aclion Employer
�Itz
NorthCarolina
JVaturallr�

Attachment G: Low/Minimal Impact
Brid e Pro'ect Data Sheet
TIP NO SF-060255
WBS 17BP2.R.47
Counry BEAUFORT
Bridge Number 060255
Description ON SR 1612 OVER BROAD CREEK CANAL
Basin TAR-PAMLICO BASIN - 8•DIGIT HUC 03020203
Classification C;Sw; NSW
Stream SIN DW� INDEX 29-34-345-7 (BROAD CREEK
CANAL
7ype WARM/INLAND
Size 14'•20' WE TO WE; ND = 3
5 SPAN (2@20'; 1@4D'; 2@20') STEEL PLANK
Type FLOOR ON I-BEAMS WITH TIMBER CAPS AND
Existing Structure PILES
S�=Q 120 FEET X 28.3 FEET IN WIDTH
Suff. Rating 53.2
Proposed Structure TYPe 3 9'x13' RCBC
Size 708' ALONG CENTERLINE
Stream USACE Impacts (LF) Z�p
Non 4041mpacts (LF) ry�p
USACE Impacts (AC) ry�p
Wellands Non 4041mpacts (AC) ry/p
CAMA Impacts (AC) N�q
NC DWq Buffers Impacts (SF) N�q
Buffer Application Required (>40 ft) (Y/N) N�p
NC DW� StormWater Permit Required (Y/N) Permit Required (YIN) NO
Habitat (y/n) NO
T8E Species Present NO HABITAT PRESENT
Bio Conclusion NO EFFECT
Moratorium TYPe N�A
Dates N�q
Native/Hatchery N�q
Trout Waters Trout Species Present ry�p
Trout Conditions (Y/N) N�q
WRC Reviewer N/A
C�A AECS NO CAMA PERMIT REOUIRED
Essential Fish Habitat (y/n) NO
Nav. Opening 216 SF
USCG Permit NONE
Historic Properties NO FURTHER SURVEY REQUIRED
Archaeological Resources NO FURTHER SURVEY REQUIRED
Tribal Lands NONE
Mfl Resources NONE
6(� [LWCFj Resources NONE
Wild and Scenic River NONE
Forest Service Lands NONE
N/A Area NONE
FEMA Buyout NIA
FEMA Flood Study N�p
USTS Haz Mats NONE
Relocatees NONE
Location �p`T 35.6031
LONG -76.7439
`NCDENR DOES NOT CLAIM JURISDICTION
Project Comments ON BROAD CREEK CANAL; THEREFORE,
BUFFER RULES DO NOT APPLY. SEE FIELD
SCOPING MINUTES.
Completed by: Lead Engineer: %�r�ovv/w.` �
MATT
re
Date: 5/16/2014
�w
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NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
FIELD SCOPING MEETiNG WORKSHEET
Design Build Process
WBS No.: 176P.2.R.33 Field Scoping Meeting Date: 9/27/2011
Division: 2
Location: On-site
Route (US/NC/SR): SR1612 County: Beaufort
Project Description: Bridge #255 over Broad Creek Canal on SR 1612
Tier: SUBREGIONAL
Municipality:
Attendees
Name Phone No. E-mail
Division Bridge Maria Rogerson 252-s3o-3490 [e-mail]
Manager
Division Environmental Jay Johnson 252-830-3490 [e-mail]
Officer
Hydraulics Engineer Randy Boyd 919-707-6710 [e-mail]
Hydraulics Engineer Andy Jordan 919-707-6729 [e-mail]
Geotechnical Dean Argenbright 252-355-9055 [e-mail]
TPMU Pam Williams 919 707-6608 [e-mail]
TPMU Tom Bacon 919 707-6607 [e-mail]
Bridge Management Paul Garrett 919 835-8491 [e-mail]
NCDWQ Garcy Ward 252 948-3922 [e-mail]
NCDWQ David Wainwright 919 807-6405 [e-mail]
Structure No:060255 1 of4

Existinq Features
Feature Bridged: 060255 Bridge #255 over Broad Creek Canal on SR 1612
Ex. Bridge Clear Deck Width: 28 (Ft.) Existing Shoulders: (Ft.)
(Bridge / Culvert) Length: 120 (Ft.) Deck Width (Out To Out): 28.3
Water Depth: (Ft.) Height Bed-To-Crown: 16 (Ft.)
Prior Survey Date: Posted: SV 40 TTST:
(Ft.)
43
Superstructure Type: ST M-BM ; Substructure Type: TM 60 skew, flared struc.
Span Type: 2- 20', 1- 40', 2- 20'
Historic High Water (Elev. To The Existing Structure ): (Ft)
Sufficiency Rating: 53.2 ; DP: 4.5 School Bus crossings per day:
Posted Speed Limit In Project Vicinity: Statutory 55 mph
Detour: Off-Site Stage Construction: On-site:
If Detour is Off-Site, Description Of Detour Route: SR1616 - SR1613
Approximate Length Of Detour? 1.1 Miles
Improvements Needed To Road(s) On Detour? No
Div. Traffic Eng. Recommend Off-site detour signing? By Division
Improvements Needed To Bridges On Detour? No
Are Bridges On Detour Currently Programmed? No
Are There EMS Or Business Access Issues? EMS - None
Are There Any Railroad Crossings On Detour? Yes
Should Work Zone Pedestrian Access Be Maintained During Construction? N
Overhead Utility Lines In Conflict
Power Transmission Lines In Conflict Probably @ 14+00 transverse lines
Telephone
Cable Lines
Fiber Optic
Water
Sewer
Natural Gas
Other
In Conflict Possibly — pedestal at approx 11 + 00
In Conflict
In Conflict
In Conflict Possible
In Conflict
In Conflict
In Conflict
Based On The Past History Near This Project Site, What Is The Estimated Time Required
To Complete Utility Adjustments 3 Months
Is There Any Future Utility Construction Anticipated In The Project Area N
Is A FEMA Buy-Out Property Being Impacted No
Structure No:060255 2 of4

Hydraulics
Will This Project Require FEMA Approval? N (MOA ) N
Will This Project Require A State Stormwater Permit? N
Is There Unusual Scour Potential? No Is Protection Needed? Standard end bent
Are Banks Stable? Yes Is Protection Needed? No
Does Stream Carry Appreciable Amount Of Large Debris? No
Will The Placement Of Bents In The Water Be Allowed: at water's edge
Drop Inlets, Flumes or Funnels? Inlets
Geotechnical
Are There Any Historical And / Or Vibration Sensitive Structures Near By No Comments:
Are There Any Known Landfills And / Or Geo-environmental Hazard Sites At Or Within
Close Proximity To The Project Site NI Comments:
Are Any Impacts Anticipated To Natural Springs Or Artesian Wells: No Comments:
Possible Foundation Type: Piles, 5' offset from existing.
Environmental
Wetlands At Site No Comments:
Known Endangered Species Populations In Area No Comments:
Trout County : N TVA County: N
CAMA County; Y; no CAMA permit required Primary Nursery Area: N
Moratoria: N If Yes-Duration :
Permits Required: No CAMA Permit
Water Quality Classification: C,Sw,NSW; Buffer:No, DWQ does not claim jurisdiction on
the stream. So no buffer impacts.
Will A Coast Guard Permit Be Required No Drainage Basin: Tar-Pamlico
Is The Project Site In Or Near Any Of The Following:
National Forest No ; Wildlife Refuge No ;
State, County, Or Local Park No ; Wild And Scenic River No •
,
Airport No ; A Lake For Recreation Of Power Generation No ;
Water Supply Reservoir No ; Nutrient Sensitive Waters Y;
Public Use Boat Ramp No ; Cemeteries No ;
Known Or Potential Historic Properties In The Area: Historic Archit. Survey required N
; Archaeology Survey required N .
Is The Bridge Structure Itself, Or Any Part Thereof, Considered Historic: No
Will The Project Impact A Church, Community Center, Or Other Public Facility No
Structure No:060255 3 of4

Is This Project On A Statewide Bicycle Route Or A Local Non-Marked Bicycle Route: N
Any Clarification Or Comments On Items Above:
Items To Be Discussed / Resolved At FSM Bv Attendees
Off-Site Detour x Stage: ❑ New Location ❑
Type Of Environmental Document:
Low Impact Data Spreadsheet x Minimum Criteria Rule /MC Checklist ❑
Other: new bridge should not capture additional debris, bridge length would be less if
skew is less than the existing
Superstructure Type: cored slab
Number Of Spans: 3 1@ 45'; 1@ 65'; 1@ 45'
Length Of Spans: 155' minimum
ADT: 650 DSR NHS: 0 Tier:SUBREGIONAL Func. Class: MIN. COLL
Bridge Min. Clear Deck width Recommended by Div.: 33' O-T-O
Per SRTG Minimum Deck Width:
Roadway lane width 11 ` with 3` shoulders
Will Railroad Involvement Be Required: No
R/W by NCDOT DBT doing coordination of utility issues.
Permits: NCDOT will submit permits as prepared by DB Team.
Method of Clearing: III
Truck Percentage: :<3 %; Reasonable Safe Speed: 55 mph
Liquidated damages: will be imposed after 150 days of closure. Amt: $500 per day
CEI to be done by NCDOT
Salvageable materials: Rails and posts
Removal of remenant abutments/piers: No
Additional Comments:
Any priority in bridge construction sequencing? No
Approach slab on skew or perpendicular? Per design manual
Should piles be non-corrosive material? Yes, galvanize H-piles on interior bents and
end bents in areas exposed up to 40' length. Sheet piles protection preference in
Beaufort county shall be galvanized. Sheet piling in Pitt county can be vinyl clad or
galvanized.
Change skew angle to lessen debris catching.
Hold upstream side of bridge — widen to down stream. Sheet pile not to extend past
existing bulkhead and keep to natural bank.
Structure No:060255 4 of4

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M oy a�_OFP—SITE9ETOU? Vllii�lll� NIH=_ _
E TO SR 1613
THIS PROJECT IS NOT WITHIN ANY
MUNICIPAL BOUNDARIES
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD III
GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
DESIGN DATA
ADT = 650
ADT FY = WA
DHV = WA
D = WA
T = 6% *
�k (TTST 3% + DUAL 3%)
V = 55 MPFi
CLASS = MINOR
COLLECTOR
SUBREGIONAL TIER
BEGIN
+24.
+
POT STA. 12 +
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LOCATION: BRIDGE NO. 060255 OVER BROAD CREEK CANAL
O1V SR 1612 (TERRA CEIA RD.)
TYPE OF WORK GRADING, PAVIIVG, DRAINAGE, AND STRUCTURE
WETLAND AND SURFACE
WATER IMPACTS PERMIT
CAROLINA COASTAL RAILWAY
-L9-
SR 1612
TERRA CEIA RD.
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+20.00
AROfECT L6NGTH
LENGTFI ROADWAY TIP PROIECT 178P.2.R.47 = 0.067 mi.
LENGTH STRUCTURE TIP PROJECT 778P.2.R.47 = 0.014 mi.
TOTAL LENGTH TIP PROJECT 176P.2.R.47 = 0.081 mi.
e,poqo `
cRFFK
cANql
-L9- STA.12 + 97.51
srew.srsr
For
10R STA.YOAFD SPPGIFIWTfONS
TO SR 1676
-L9- STA. 14+55.00
.�. 17BP.2. R.47
17.BP.2.RN47 v N.A�
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XYDR9ULICS E.YC7NEER
PRELIMINARY PLANS
Pop COV9T0.t�Cl�DN
MICHAEL TAYLOR PE "�E�
RIGHT OF WAY DATE: rxo�ECr exma�x
srcn r :
ROADWAY DESlGN ENGINEER
MAY 31. 2012 MICHAEL BURNS EI
PROJ£CT UESf4N S.YGfNSdA
LETTING DATE: VIRGINIA MABRY
MAY 31, 2012 NCDOT TPMU
,ucnor coxrecr PF
�
BRIDGE 060255
PERAAIT PLANS
SUBMITTAL NUMBEft 5-208
5 /16 /2014
PERMIT DRAWING
SHEET 1 OF 7
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NDTE: � � PROIEQ REFERENCE NO. SXE� NO.
- NON-SiAN�ARD HEAOWRLL IS OSE� ON � ' \ � � 77BP.2.R.47 PRM-3
h
pPSTREA4 ENO 50 NOi ip IMP4CT ��
FAILROAO RIGHi-OFWqY. NO STREI.M � \ j Ww SNEEi NO. Q
WOflM IS PROppSEO ON pP$iFEAM ENO �� � ROAOWnY OFSIGN MYDMUlICS
SD NOi i0 IMPACi RAILROAp RiGxi- �� EHCiHFEx eNGWEEA
OFWEY. � 'tRa '. G305 \� 11,
: ���� }p n y } t� PRELIMIN RY PLANS
NO BufFEFS ON BROnD [FEEK � ,� oo uor osa vo m�srxurnou
N�iE: S.T WOOLI�Il CO�O1�l1011
CANdL. �
N[�WO p0E5 NOi CLAIM JORIS�iLiION.
� BRIDGE 060255
i '}- NOTES: ��
� �v� ai��er eoro U PROPOSED CULVERT:3&9x13' RCBC (l' BURYI
,� EXISiING BRIOGE: 2�20':1�40': 2�2d:OAL=l20' / �� m. �_ A' ����MGPFATT 8 MCH06
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SURFACE WATER \ �� � �
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DETAlL:D04VNSTREAM CHANNEL IMPROVEMENT PROF2E � oeNOres reMroxaav \'�� � en cEOrexrne�/
iNOT %O SCALEI IMPAQS IN SURFACE WATER ��\ � E �
NWS = 0.0' 3 O 4X13'RCBC 45 ��' \,\ r E I Z
PROPOSEO E�qOq�FpN � PEUOVE �OWNSTREnu ENp OG
EXCAVATION tR�_J �,.�__ _i_��,e � E 29'CMP WHERE MVERT pGTLIGMTS
EX.GFWNO � EX.6RWN0 TEMP PERM FROM PFOPOSEO CHPNNEL BdNK
STREAM STREAM ,
- iseruar� IMPACTS IMPACTS `� �OO �JO O �OO ZOO
159WAY1 '
CUSS iRiPRM CL/35 /RIPRPP I I I �
wi ceorcxri�c w25crorEKxri� ITE 7 231 LF 210 LF
a2s rwc.e� �= = = =
lLOOKlN6 DOWNSiRE?MI
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CULVER7 HYDRAUUC DArA
60 DESIGN �REOU�cr =� yqs 60 60 60
oESicN r�w ecEVarioN = i.4 Fr
BASE DISCHARGE _ 1400 CFS
BENCHMARK 1 BASE FREOUENCY = l� YRS
SO NAIL SET IN POWER POLE 8/y$E KW ELEVATION = 990 FT 5O SO SO
N 681876 E 267D649 OVERTOPPlN6 DISCHAR6E _ 1900 CFS
�, -19- STA 13+45.74 , 186.52' RT
T ELEV.70.85' OVERTOPPING FREOUENCY= 500 +/- YRS
S 40 O✓ERTOPPING ELEVArION = llB3 FT
= 40 40 qp
BEGIN GRP.DE P� _ �2+25170
EL = //b6'
- -L9- S7A. 70+25.0o VC - 25'
- 30 EL = 11.89' 30 30 BEGIN GRADE K= 9 30
-DRI- STA. 70+20.00 O5= 20 MPN
n Pl = lI+SOAO P� _�3+90.00 END GRADE EL = 6.72' ENO GRADE
� EL = 1234' Pl =/2+50A0 EL = 1233' _�9- S7n. 74+ss.00
s VC - 80' EL = 12.78' yC _ yd -DR7- STA. 12+54.7�
K= 1000 VC = l2d EL = 72.54' P/ _ 11+75A0 EL = 12.45'
K = l4/ Pl = 10+55.00
_ Z� OS = 80 MPH OS 1560 MPH �5 = 60 MPH Z� 2� EL = 8B2' VC =�56 20
VC = 60' K - /8
� K- 26/ 05= 20 MPH
' fN03600% (+10. 00% f- .3200'. ___ I 05= 80 MPN
� �� �___'___' _ _ l+�032_%._ 10 10 + 90��� (+12.0000z 10
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or sre- io«io -iv- J - // ( A�3 % !+ 300%
- t� FLEV= 11.8]' I �
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O PROP.100.Y0. WSEI = 9.90' . V • / \l /', 0 O O
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IAOP.35-YA WSEI = J.1' \�/
_lO NWS = 0.0' 1 1 1
- � �l0 �1� -lo
N�
� 10 11 12 13 14 15 10 71 72
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NOTE: ' >ROJEO REfERfNCE NO. SMER NO.
- N�N-STANOAR� NEA�WALL IS USEO ON � ' \ � � � 77BP.2.R.C] PRM-4
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50 NOi TO IMPACT RAILRORD RIGHT- �_ � / [NG�N[[a eNGWEEP
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NCOWO �OES N�i C�AIM JUfV15DICilON. �
3- NOTES: BRIDGE 060255
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' U PROPOSEO CULVERT: 3&9x13' RCBC (l' BURYI �
. ., . _ EXiSTING BRIDGE: 2�20':1�40': 2�2d:OAL=l20' . . . _ . . . . , r� . y. � ��NN�PF�TT & MCN06
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OENOTfS IMPAQS IN �_ ... � 7S� F ' i �
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SORPACE WATER \� \ EST 0� W
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DE7AIL: DOWNSTREAM CHANNEL IMPROVEMENT PROFILE � DENOTES TEMPORANY \ �� esr cea.exrne =� °'
INOT TO SCALEI IMPAQS W SURFACE WATER �� F Q
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NWS = 0.0' 3 a qxl3' ILBC 45 \ �\ v E Z
PRJPoSEO PROPOSfD � FEMOVE OOWNSTREAM ENO OF
EXCaVAIION EXCAVATION -;. _� „- ,.,�ry,,_',__ _ E 29'CMP WHEliE INVERi OdruGNiS
EX.GRIX/NO ' � EX.GRIX/ND TEMP PERM FROM PROPOSEO CHGNNEL B>NM
$TREAM STREAM _
�s:irwari _ is.�runxi IMPACTS IMPACTS �'� �OO J�O O �OO ZOO
cuss raipaac w""cEOrE�vRr�i`� ITE 7 231 LF. 210 LF �
wi cEOrexn� uzs rwc.e�
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lLOOKING DOWNSTREAMI
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CULVERT HYDRAULIC DAiA
60 DESIGN DISCHARGE = 900 CFS 60 60 60
DESIGN FREOUENCY = 25 YRS
DESIGN hM' ELEVATION = 7.4 FT
BASE DISCHARGE _ 1400 CFS
BENCHMARK 1 BASE FREOUENCY = lW YRS
SO NAIL SET IN POWER POLE SO SO SO
N 687876 E 2670b49 BASE M4 ELEVATfON = 990 FT
-r -L9- STA 73+45.14 , 166.52' RT OVERTOPPING DISCHARGE _ 1900 CFS
= ELEV.lo.e5' OVERrOPPlN6 FREOUENCY= 500 +/- YRS
S 40 O✓ERTOPPING ELEVATION = 1183 FT
¢ 40 40 40
�E PI = 12+25.00
BEGIN GRADE EL - ll.B6'
-19- STA. 10+25.00 VC = 25'
: $O EL = 11.89' 30 30 DR1IN5 A.�lOE 20.00 O5= 20 MPH 30
Pl- 11+50A0 P�- �3�9�� END GRADE EL = 8.7Y END GRADE
Pl = 12+50A0 9
EL = 1234' EL = l2_3.)' _L9- STA. 74+55.00 -DRI- TA. 12+54.77
VC = BO' EL - 12.78' y� = gp� 5
9 20 K=/4/ EL = 1254' PI = IO+SS,pp EL =//9.46m EL = 12.45'
OS- I�MPH KC= 158a OS = 60 MPH z� z� EL = 882' ❑ 20
� OS = 60 MPH �� �, VC - 75'
K=26/ K-l8
a lo �... (+p,3600% !+1(1. 00% f- ..7200% ___ 05= 80 MPH OS- 20 MPH lO
_. r.io32. x._ 10 10 , Boo�% r�2.0000z
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0 o.su- io.v_iw�J__ __ \ .....i>--- - f-103 % (+ 3 %
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lo NWSa p0' -IQ �lo -10
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BRIDGE 060255
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NON—STANDARD STA 12+60,83 —L9—
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BRIDGE 060255
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PROIEQ REiERfNCE NO. SHFE1 NO.
178P.2.R.47 PRM-6
Wa' SXEEt NO. �J
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ENGINEE0. fNGINEER
PRELIMIN RY PLANS
no .uor �se ro mxsmucno.0
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PERMIT PLANS
PERMIT DRAWING
SHEET 6 OF 7
NON—S7ANDARD WINGWALL
TOP SLOPE = 27,5e1 �
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IMPACTS IN SURFACE WATER F�, � E E
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