20190031 Ver 1_Robeson 213_PermitDrawings_20190108

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ROBES01� COUI�TY
LOCATI0IV: BRIDGE #770213 OVER SADDLETREE CREEK
011t SR 1766 (HAMM011lDS RD.)
PERMITDRAWING sT"Te s'ATe ""°'�`T RePeRENCE No sxeeT �T,�
SHEET 1 OF 7 �ocCo F15406.2078040 � �EETS
DF15406.2078040 DF75406.2078040 P.E.
DF15406.2078040 DF75406.2078040 WW & UTILITIES
DF15406.2078040 DF75406.2078040 CONSTRUCTION
TYPE OF WORK GRADIIVG, PAVIIVG, DRAINAGE, F� STRUCTURE
WETLA11tD £� SURFACE WATER IMPACTS PERMIT
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GRAPHIC SCALES
20 10 0 20 40
PLANS
20 10 0 20 40
PROFILE (HORIZONTAL)
DESIGN DATA
ADT BIR = 410
V = 55 MPH
T = 6%*
* TTST=6%, DUALS=O%
FUNC. CLASSIFICATION:
LOCAL RURAL
SUB REGIONAL TIER
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DO NOT USE FOR RBW ACOUISiTION
DOCUMENT NOT GONSIDERED FINAL
UNLESS ALL SIGNATURES GOMPLETED
PROJECT LENGTH
LEIVGTH OF ROADWAY PROJECT = 0.093 MILES
LEIVGTH OF STRUCTURE PROJECT = 0.011 MILES
TOTAL LENGTH OF PROJECT = 0.104 MILES
NCDOT CONTACT: CHRISTY HUFF, PE
DIVISION BRIDGE PROGRAM MANAGER
PLANS PREPARED FOR THE NCDOT BY: HI'DRAULICS
STV ENGINEERS, INC. ENGINEER
1600 Perimeter Park Drive, Ste 225, MorrisviZle, NC 27560
NC License Num6er F-0991
2078 STANDARD SPECIFICATIONS
RIGHT OF WAY DATE: PATRICK A. LIVINGSTON, PE ROADwAY
PROJECT ENGINEER DESIGN
ENGINEER
LETTING DATE: STARKE W. HIPP, EI
PROJECT DESIGNER
P.E.

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BEGIN BRIDGE_ _ _
-L- POT STA.13+49,�
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LEGEND PERMIT IMPACTS Q
�DENO7E5 PERMANENT AREA (AC) LENGTH (FT)
FILL IN WETLAND PERMANENT 0.03
�WETLAND IMPACTS
DENOTES PERMANENT pERMANENT
IMPACTS IN SURFACE WATER 0.03 69
sW IMPACTS OLD BRIDGE POST
�� DENOTES TEMPORARY TFMPnRARV . . _
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� � STV ER}T111ZZI5, IriC. PROJECT REFERENCE NO. SHEET NO.
PERMIT DRAWING �T Vv � 100 �soo Pe�rmeie� Park or QF/J�4�6.2�%8�4� 4
� ra�:i�� suire 225
SHEET 4 OF 7 Morrisville, NC 27560 WW SHEET NO.
NC License Number F-0991
ROADWAY DESIGN HYDRAUUCS
BRIDC�E �77O2I.3 ENGWEER ENGINEER
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DO NOT USE FOR A W ACQUiSITiON
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� PERMIT DRAWING STV EI1�TIriCCPS, IriC. PROIECT REFERENCE NO. $HEET NO.
ST'V 100 �60o Pe��me�e� Pa,k o� DF15406.2078040 5
SHEET 5 OF 7 �,, S°"e 225
�/ P Momsvllle, NC 27660
°� NC Llcense Number F-0991 RN�' SHEET NO.
ROADWAY DESIGN HYDRAULICS
BR�DGE #77O2I,3 ENGINEER ENGINEER
IINC�A�I�1LE lE I�]L.�N�
DO NOT [15E FOR A W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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EST 150 T N CL—II RIPRAP
EST. 1 0 TON CL—I R PRAP
SURF CE WA ER
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FILL I
WETLA DS
1 0 1 0 1 0 0 0 0 0 50 0 30 20 1 1 20 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPA T URFA E WATER IMPA T
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 12+45 to 14+14 62.25' CORED SLAB 0.03 < 0.01 < 0.01 22 34
13+64 to 13+99 SCOUR HOLE 0.03 47
TOTALS: 0.03 0.03 < 0.01 69 34 0
Revised 2018 Feb