20170353 Ver 1_Bridge 133 Yancey plan sheets_20170328 (2)

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YAI�CEY CO U1�TY
LOCATIOIV: BRIDGE N0.133 OVER CANE BRAIVCH
ON SR 1146 (CANE BRAIVCH RD)
TYPE OF WORK: GRADII�IG, DRAINAGE, PAVING, AND STRUCTURE
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NOTE: I
1. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
2. CLEARING ON THIS PROIECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
GRAPHlC SCALES
50 7�5 p 50 100
PLANS
50 2���0
PROFILE (HORIZONTAL)
DESIGN DAT.9
ADT 2010 = 470
V = 30 MPH
FUNG C1A55 = RURAL
LOCAL
SUB—REGIONAL TIER
—U STA l4+90.00
END BRIDGE REPLACEMENT
PROJECT I7BP.13.R.78
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BEGIN BRIDGE REPLACEMENT
PROJECT 17BP.13.R.78
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6��NF BNn.._ �c`'�'
�\�� 70 HIGHWAY l9E
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PROfECT LENGTH P�e%n�� In Me Offlm of:
KCI ASSOCIATES OF IYC
LENGTH OF ROADWAY PROJECT 17BP.13.R.78 = 0.060 MILES aeo� s�x £orks Rd., Sui�e zzo, na�e�sn NC, 2I609
zorz si'nuanau svecramarmHs
TOTAL IENGTH OF PROIECT 178P.13.RJ8 = 0.060 MILES I RIGHT OF IVAY DATE:I CHARLES L. FLOWE PE
PFO/SLP SNL)N£ER
LETTING DATE: I BARRY C.SMITH PE
MARCH .2013 %ROJ6CI UESIGN 8NG/NEER
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"• 17BP.13.RJ8
HYDRAUL/CS EA'GINEER
ROADIVAY DESIGN
ENGM6ER
PRELIMINARY PLANS
M NOT VSH P0R MN9TlVCrtON
r1P� 2po�
NSRS
NCDOT CONTACT:
TROY S. WILSON, PLS
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D7VlS[ON OF HIGHWAYS
STATE OF NORTH CAROLINA

PARCEL
NO.
1
]�]E��I�]E][$�� ��I�T]CIE��
NAMES AND ADDRESSES
NAMES
Ro6erE MiEche��
2 Dapne M. �
SEeven D. T6omne
3 SLeron Lowre7 &
MnpLee T.Shalan
4 Yencey Ilailrond
G�
6-8
Jame� Lu6her Tbomea
Cr.be:ee B:pe�.e CL�«h
ADDRESSES
1205 Ma�berr7 Lnne
Burnsville� NC 28714
19 Gillieepie Rond
Burneoille� NC 28714
59 Gilliespie Rond
Burneoille� NC 2871�
N�A
PO Bo: 9555
Buenevillq NC 2871�
PO Be: 955
B��o.oilla, NC 28714
PROPERTY
ID NO.
084000215392000
084000219691000
GF:iDLDY�FSS�iiDD�
084000417672000
08400313691000

ROCK CROSS VANT
D�TAIL E
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CHARLES R.0[LLINGER
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\ANCEY RAILROA� CHORCH
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�DENOTES IMPACTS IN
SURFACE WATER
STREAM SW
IMPACTS IMPACTS
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STRUCTURE: 990130
COUNTY: YANCEY
PROIER REfERENCE NO. SNEEi NO.
l7BP✓3R.78 4
aw meer No.
ROAOWAY DESIGN NY�PAVllCS
fNGINELR fNGINEER
PRSLIMIN RY PLANS
SIPVciION
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NOTES:
1) PROPOSED CULVERT: 2@ 11'x5' Reinforced
Concrefe Box Culvert
EXISTING BRIDGE: OAL = 17 FEET
2)
METHOD TYPE II
CLEARING AND GRUBBING
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ERCHA4NEL CENlEFIINE
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CRABTREE �APTIST
CHURCfI/
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MAPHHA 1.SIfEHAN O
I O YANCEYORAILROAp �AMES LUTHER
�fi 429 PG 55 THOMAS
M. & qETAIN PIPE`\ OH Ip PG 404/
fHOMAS ��\
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OCRABTREE BPPTIST CHl1RCN
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RfFERENCE NO.
SHFEI NO.
Oo Naf V98 Po� WNSiPVCTON
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DHAIL D
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�DENOTES IMPACTS IN Gf1�55 �0.K
SURFACE WATER
STREAM SW NOTES:
1) PROPOSED CULVERT: 2@ 71'x5' Reinforced
IMPACTS IMPAQS Concrete Box Culvert
#��F-tF 7�Y7"Sfi EXISTING BRIDGE: OAL = 17 FEET —
2
�L�L� METHOD TYPE II
CLEARING AND GRUBBING
STRUCTl1RE: 990130
COl1NTY: YANCEY

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