20151114 Ver 1_Permit Drawings_20151026

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See Sheet 1-A Fo� Index of Sheets ����� �� ����°� �������� PERMIT DRAWING
See Sheet 9-B For Conventlonol Symbols
�������� �� �������� SHEET 1 OF 4
eTA'(8 9TA'B PAUIBC! ftHF8R6N�9 HQ
��� B-5106
el'A'IH P0.01.H0, P.A.P0.01.N0.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II MODIFIED.
GRAPHIC SCALES DESIGN DATA PROJECT LEI�IGTH
50 25 0 50 l00 ADT 2012 = 720
ADT 2035 = 1135
PLANS DHV = 10 % LENGTH ROADWAY TIP PROJECT �5106 = 0.043 MILES
D= 60 % LENGTH STRUCTURE TIP PROJECT B-5106 = 0.014 MILES
50 25 0 50 l00 T= b o�o * TOTAL LENGTH TIP PROJECT B-5106 = 0.057 MILES
V = 55 MPH
PROFILE (HORIZONTAL) • TTST =2% DUAL 4%
l0 5 0 l0 20 FUNC CLASS = LOCAL
SUBREGIONAL TIER
�a�/ ajTranspartation ir� the O�ce of.�
•Y ETHERILI 1��3. Lp�
ENGINEERING -,��'3ii
T
Y� 9t9 851 B10]
2012 SZANDARD SPECIFlCATIOAS
RIGHT OF WAY DATE: EDWARD G. WETHERILL, PE
PROJECT ENGlhE6R
LETTIIVG DATE: I BOB A. MAY, PE
PAOJECT DfiSfGN ENGIX6ER
1\'CDOT CONTACT.� JOHN S. ABEL, JR.
D7VISlON IBRlDGE PROGR�IM MANAGER
HYDRAULICS ENGINEER
ROADWAY DESIGIY
ENGIIIEER
P.E.
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PE
fIL., ROW
PRELIMINARY PLANS
DO NOT U6E AOR CbNfiTRUCTION

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E ATE R PE R.MIT DWG.
ETLA D/'S U RFAC �IV
W N
NOTES:
1) METHOD II CLEARING
(HAND CLEARING)
2) LOCATED IN A CAMA COUNTY
3) ROANOKE RIVER BASIN
4) WAHTOM SWAMP IS A BLUE LINE ON
THE USGS QUAD MAP
PROPOSED BRIDGE
1@70' 24" CORED SLAB BRIDGE
2'-b" DEEP CAP
SKEW = 90
� GRADE ELEV = 59.07'
EXISTING BRIDGE N0.148
1@44' RC FLOOR ON I-BEAMS
WITH RC CAPS ON RC AND TIMBER PILES
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�;��� �� P��,'a1. S�� TEMP. SW HAND
, it�+�A��S IMPACTS CLEARING
V�E�s��Ni�S �:,�Y (Ac) ('4c)
(•�c)
SITE 1 <0.01 <�•Q3 0.0 0.01
BRID�E HYDRAULIC DATA
DESIGN DISCHARGE = 950
DESIGN FREQUENCY = 25
DESIGN HW ELEVATION = 55.4
BASE DISCHARGE = 1586
BASE FRE�UENCY = l00
BASE HW ELEVATION = 56.83
OVERTOPPING DISCHARGE _ 1586
OVERTOPPING FRECIUENCY= l00
OVERTOPPING ELEVATION = 56.75
IDATE OF SURVEY
I W.S. ELEVATION
IAT DATE OF SURVEY
= 3/l7/20/5
= 53.02
CFS
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PL IS RUN OF WAHTOM SWAMP
�� A� EVIDENCED BY MARKED TREES
GRAP SCALE � :� /5��� � � l7�00
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1°1�uIBERVEST PTNR IILLC � � � �QOa�� DIANNE H, PEELE
3715 NOR�SIDE PARKWAY BLDG 2�;0 � � `�ti�'O PO BOX 472
A L�NTA. GA 30327 � PROPOSED
� ,� PROPOSED � EXCAVATION �oir COLERAIN. NC 27924
� �� EXCAVATION � � CL II RIP RAP
� �, CL�II RIP RAP ➢o � TO 56.4'
� TO �6.4' �, � �
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r TO SR l2/6 (BURGESS RD.J
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� � � APPROX�pAATE LOCATION
� APPROXIMATE LOCATION � Y' OF POWER POLE �
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PO BOX 605
BEGIN SHOULDER END SHOULDER LEWISTON WOODVILLE. NC 27849
CHARLES S.BAZEMORE gERM GUTTER BERM GUTTER
241MOORE RD STA, 14+97 (LT,RT) � STA, 16+20 (LT,RT)
KELFORO. NC 27847
PL IS RUN OF WAHTOM SWAMP
AS EVIDENCED BY MARKED TREES
�DENOTES IMPACTS IN
SURFACE WATER
� DENOTES FILL IN
W ETLAN D
� DENOTES HAND
CLEARING
GLI
PROIECT REFERENCE NO. SHEEf NO.
B-5/06
WW SFiEEf NO.
OADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLE E PLriNS
DO NOT U6B PoR / W ACQUISITION
PRELIMIN RY PL�1NS
DD NOT UBB FO CONBTRUCTION
PERMIT DRAWING
SHEET 2 OF 4
�`�e ET� LL
ENGINEERING
559 Jones Franklin Rd. Suite 164
Raleigh, N.C. 27606
Liscense No. F-0377
Bus: 919 857 8077
Faz: 919 851 8107
TRANSPoR7ATlON PLANNING/DESIGN - BRIDGE/SrRUCTURE DESIGN
CNIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION

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ETLA D/'S U RFAC E WATE R
W N
NOTES:
1) METHOD II CLEARING
(HAND CLEARING)
2) LOCATED IN A CAMA COUNTY
3) ROANOKE RIVER BASIN
4) WAHTOM SWAMP IS A BLUE LINE ON
THE USGS QUAD MAP
PROPOSED BRIDGE
1@70' 24" CORED SLAB BRIDGE
2'-b" DEEP CAP
SKEW = 90
� GRADE ELEV = 59.07'
EXISTING BRIDGE N0.148
1@44' RC FLOOR ON I—BEAMS
WITH RC CAPS ON RC AND TIMBER PILES
p��` P��. 5YV TEMP. SW HAND
���� '� iMPl�C`T5 IMPACTS CLEARING
Vv�TLA?v�< ���� �A�) (Ac)
���� �
SITE 1 <0.01 <�.�� 0.0 0.01
BRIOGE HYDRAULIC DAT A
DESIGN DISCHARGE = 950
DESIGN FREQUENCY = 25
DESIGN HW ELEVATION = 55.4
BASE DISCHARGE _ 1586
BASE FREQUENCY = l00
BASE HW ELEVATION = 56.83
OVERTOPPING DISCHARGE _ 1586
OVERTOPPING FREQUENCY= l00
OVERTOPPING ELEVATION = 56.75
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY
= 3/l7/20/5
= 53.02
CFS
YRS
FT
CFS
YRS
FT
CFS
YRS
FT
FT
PER.MIT DWG.
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A� EVIDENCED BY MARKED TREES
GRAP �SCALE �� 15��� � � l7�00
1�I�uIBERVEST PTNR II LLC � � � �
3715 NOR�SIDE PARKWAY BLDG 2�0 � � �QO 3ti4'o DIPONBOX 472 E
A L�NTA, GA 30327 � � PROPOSED
� � PROPOSED �i EXCAVATION �oir COLERAIN. NC 27924
� � EXCAVATION = S CL II RIP RAP
\ CL�II RIP RAP o � TO 56.4'
� � T 0 �6.4' � � �
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� � � APPRO ATE LOCATION
� APPROXIMATE LOCATION � Y' OF�OWER POLE �
OF POWER POLE � WOODS � �
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'�' � , --- -- S�P - - - - -
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, �,� BURGES UROUHART. IV
PO BOX 605
BEGIN SHOULDER END SHOULDER LEWISTON WOODVILLE. NC 27849
CHARLES S.BAZEMORE BERM GUTTER BERM GUTTER
241 MOORE RD STA. 19+97 (LT,RT) � STA, 16+20 (LT,RT)
KELFORD. NC 27847
PL IS RUN OF WAHTOM SWAMP
AS EVIDENCED BY MARKED TREES
�DENOTES IMPACTS IN
SURFACE WATER
� DENOTES FILL IN
WETLAND
� DENOTES HAND
CLEARING
NO.
G LI �I ROADN IN �IGN EET NO. ENGNEER
�.
[NCOMPLE E FLANS
DD NOT U66 FDR / W AC�l[1I51TION
'RELIMIN RY PLANS
DO NOT llSS FO CONBTftUCT1ON
Wv Q �
ETHERILL
� ENGINEERING
PERMIT DRAW�NG
SHEET 3 OF 4
559 lones Franklin Rd. Suite 164
Raleigh, N.C. 27606
Liscense No. F-0377
Bus: 919 851 8077
Fax: [phone]
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCrURE DESl�N
CNIL/5/TE DESIGN - Gl5/GPS - CONSTRUCTION OBSERVATION

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� � . � � � � � � �� ��. ' .. ��� � � . � � : . . . . �. . , . � �. �.. � PROJECT REfERENCE NO. SHEET NO.
� _ _ _ __ _ _ _ _ _ _ _ _ B-5106
� . � �' . . ... . . '�. . . � . ... �� - �. �� �� ��. �.. . � � ROADWAY DESIGN MYDRAULICS
. . . . � . . �. . . . � ��. . . . . . �� �� � . '�. . � ENGINEER ENGINEER
_ ' _, INCOMPLE E PLANS
_
. .. � �. �. .. . . . . . ..... . . . . . . . ... . . ... .. .. .. ..._ .... .. . . ... .. . ..... .... .. . . .. . . .. . . . ... .... ...... W Noi u96 GoR /�v ACUUI9��noN
PRELIMIN RY PL.�NS
. . .. .... . . . . �. . � � ... . � .. . . . . ... � .. . . � � ��. . . . � �. . ��. .. ... . 00 NOT U6E AO CO�BTRUCTION
I , ' PERMIT D WING
_ . __ _ : __ _ _ _ : _ SHEET OF Q
' : BM#2 '
_L- STA. 74+98.57 ' ' I
__ _ _ 81:74'_Ri., EIEV. - 53.74' _ _ _ _ I _ _
. NAIL IN 78" CYPRESS '
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�,_,o° ' Pl = 15f58,50 : � :
_ , __ ___ a�ro_ EL = 59,49' _ o�
� � �? VC = 200' Q Q'� _
c'�� K '- ll9 ��-� ,
z�' I/oES = 55 MPH "� '
__ � � a _ _ _ _c� � ��_
{u � J STA. 15 + 58 -L- z °
, m� �u Ct ECEV = 59A7' !- W i� '
_ _ _ _ _ SKEW = 90 ' ,
1@70' 24" CS _ _ , _.
; 2,5„ CAPS ; ,
_ _ BEGIN BRIDGE END BRIDGE
_ -L— STA.l5f2(.88 -L STA.15+94.13_ _ _ .
60 �+J0,8054/ _-.-- (-10a8755% bo
' CLII — — CLII : ' ,
-------
, RIP RAP RIP RAP
5O . _ EXCAVATE TO ; \ ._ _ .^ \ J ,: EXGAVATE TO _
ELEY. � 53.4' �-� ELEY. = 53:4' _ 50
�n o I
, , � o + '
40 1NCIDENTAL MILLING . v°�i INCIbENTAI '- 40
__ + + W.S. ON 03i1711015 +_ MILLING +
_ ELEY. = 53.02� _ _ _ _
: ' I NWS EtEY' = 53.P :
: 12 13 ' 14 75 , i6 17 18 , 19 ;