HomeMy WebLinkAbout20140069 Ver 1_Permit Drawings_201401230
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BEGIN PROJECT IIBPeUM
-L— STA30+35r0
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S FATE O1[, N RT11[ CAN ,C, 116P,1.R,60 1
DIVISION O ��IGH� ISrAVS, �a,8�ha r��th�
11BP,1,R,60 P,E,
11BP,1.R,60 R IW UTILITIES
11BP,1160 CONSTRUCTION
ORANGE COUNTY
LOCATION, BRIDGE 070141 OVER TRIBUTARY OF SOUTH FLAT RIVER
ON SR 1528 (SAWYER ROAD)
TYPE OF WORK, GRADING, PAVING,DRAINAGE, & STRUCTURE
4— TO NC HU 51
THIS PROJECT IS NOT WITHIN A MUNICIPAL BOUNDARY
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD 11 MODIFIED,
GRAPHIC SCALES DESIGN DATA
20 10 0 20 40 ADT 2009 = 1300
ADT 2030 = N/A
PLANS DHV = NIA
20 10 0 20 40 D = 3%
T = 3 %
PROFILE IHORIIONXA V - a MPH
4 2 0 4 8 SUBREGIONAL TIER DESIGN
FUNC, CLASSIFICATION,
PROFILE N RTIMA IOCAI
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-E- STA 12 +68,00
REVISIONS 10 UP PER APPROWD 4:
11REDUS BRIDGE EENGTH FROM 8510 80'.
21 CHANGED fa A MAN BRIDGE TO A 14PAN BRIDGE.
PERMIT DRAWING
$017A
SUBMITTED, 14 -14
W MITfA J; 1141
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SHEE110F 4
TO PERSON COUNTY- -i-
END PROJECT IIBPe1,Re60
-jr STA. 1; +100
WHOD AND UPACE WATER IMPACTS HRMIT,:
PLANS PREPARED FOR THE NCDOT BY; HYDRAULICS
PROJECT LENGTH STVWH VITEHM ASSOCIATES, INC, ENGINEER
1000 IVetl Af orehtad Sl,s Sle, 200, Charlolle NC, 18208
Ne 4icente Num6tr F -0991
LENGTH OF ROADWAY PROJECT 11BP,1,R60 = 0Af8 MILES
LENGTH OF STRUCTURE PROJECT IMP,2,60 � 01 MILES
TOTAL LENGTH ON PROJECT 11BP,9,R,60 = 0,013 MILES
NCDOT CONTACT; VIRGINIA MABRY
Transportation Progmm Monageme d
PRELIMINARY PLANS
m Nor use MR NNERrer9oh
INC00LETE PLANS
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RIGHT OR WAY DATE. _ MIT PERSIANI, PE ROADWAY
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jARCH 712012 PROOF DENY ENOA'EER
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BEGIN BRIDGE STA 12+6BD0 IMPACTS IN SURFACE Wp��R SMITH.Ro L C RoaDwaroEsm EEroRAt�cs
SfA 11 +8B00 '� � � ENGINEER ENGINEER
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Rounded totals are sum of actual impacts
NOTES
Rose TIN
WETLAND
PERMIT IMPACT
SUMMARY
ETLR
D IMPACTS
FRCE
IMPACTS
Hand
Existing
Existing
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Tamp,
SW
impacts
(ac)
Channel
Impacts
Permanent
()
Channel
Impacts
Temp,
(ft)
Natural
Stream
Design
mft)
Site
Station
Structure
No.
(Fwffo
)
Size IType
11 +612 +00 -L- LT
ROAD FILL
<0.01
$33 -L-
STREAMBANK STABILIZATION
0.01
< 0.01
60
21
< 0,01
0,01
< 0,01
60
21
D
TOTALS;
Rounded totals are sum of actual impacts
NOTES
Rose TIN
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See SI 0 FA For InJex of SWs
See Suet M For Soedard Sy** SW
BEGIN PROJECT 1W.110
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STATE OF NO
1TI.R,60
DIVISION OF H:[G1(IWAYS, FrAltuxo rA�aasu � �
110,1,1,60 P,E,
118P,1.R,60 R1W U111ITI6
17AP 7 R All CONSiRUCiION
ORANGE COUNTY
LOCATION, BRIDGE 070141 OVER TRIBUTARY OF SOUTH FEAT RIVER
ON SR 1528 (SAWYER ROAD)
TYPE OF WORK, GRADING, PAVING, DRAINAGE, & STRUCTURE
-1 _ TO NC EWY 61
N
n�
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4
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THiS PROJECT IS NOT WITHIN A MUNICIPAL BOUNDARY,
CLEARING ON THiS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METROD 11 MODIFIED,
V
GRAPHIC SCALES DESIGN DATA
20 10 0 20 40 ADT 2009 1300
1 - Aar 2030 _ NIA
hl PLANS DHV W NIA
20 10 0 20 40 D 3%
kt.A T w 3%
PROFILE (HORIZONTAL) V = 0 MPH
4 2 0 4 8 WOREGIONAL TIER DESIGN
�( FUNC,C sifICATION,
PROFILE (VERTICAL) k LOCAL
BEGIN ON �! a
�0
1�
PERMIT DRAWING
SUeCAL
5UOMITTED,1 -1 -14
SU g fAL 115-1145-11481
BUffER DRAWING
SHEET l OF 4
� No. I
3
TO PERSON COUNTY —>
END PROTECT 11BP,1,R,60
BRIDGE _L- STAY +20,00
fA 12 +66.00
REVISIONS i0 UP PER APPROVED 46
I REDVED ODGE LENGTH f90M 8510 80'.
21 CHANGED FROM A 24PAN BRIDGE i0 A 14PAN BRIDGE,
BUMPER: IMPACTS PERMIT
PLANS PREPARED FOR THE NCDOT BY. HYDRAULICS
PROJECT LENGTH STVIRALPH WHITEHEAD ASSOCIATES, INC, ENGINEER
1000 Well Morehead St., S.e, 200, Dharfaue NC, 18208
NC Lfcenre NOW F4191
LENGTH OF ROADWAY PROJECT IMP-7-R-0 = AM MILES
LENGTH OF STRUCTURE PROJECT 17-160 - 0,015 MILES
TOTAL LENGTH OF PROJECT 1111P,3,60 = 0.013 MILES
NC00T CONTACT: VIRGINIA MARY
TraDsp000floA Program bagemen if
PRELIMINARY PLANS
ro ou E nR CO-OR rnos
INCOMPLETE PLANS
as NOT OAR FOR RiW APaUETIO,1'
L� SMITH ROWI+,ILC
3TVI Ralph Utehcad ABsociats, Inc,
1000 �Vd IMareheod Si., Sle 200
Choda(101 28208
NC License v r r ON
201E SIAMP SPRCIFIGIIONS
S1G9 iuRS; P�
RIGHT OF WAY DATE, KIT A. PERSIANI, PEPS ROADWAY
MARCH 712012 PROJECT yGPIRFa DESIGN
ENGINEER
IMING PATE, MA "' "AB""I'
MARCH 12012 PROJECT DESIGN 90ma
Pa,
DIVISION OF HIGIDVAYS
STATE OF NORTH CAROLINA
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BEGII BRIDGE �„W . STA 12468.0 SHEET
STA IN 6,00 A«OWABE MAC zo
2
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TYPE III s 1
TYPE III D8 3186 PG 403
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BEGIN APPROACH SLAB
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END APPROACH SLAB � X Y °� �
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SR 1528 SAWYER ROAD
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PROJECT REfERsNCE NO, I SHEET NO,
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ERIGN
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1000 West Norehecd Si, Ste, M
PRELIMI1'
W 107 LASE Ftl
RY PLANS
CONSTftL'LTION
Charlotle, % 28208
6C Llcva Etc °L+ 1.0991
GRAY, SUSAN LEE
D6 3186 PG 399
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