20170437 Ver 1_040062_final_permit_drawings_20170413

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'..,sr�, `�'��'" �A Express Design - Build Bridge Program
' " .a' i� Division 11
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wi�KEs '��� �_, _ i V I C I N I T Y M A P
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„ _ �,,,. � . . BRIDGE 62
�/'`� `�; ASHE COUNTY
^ �,�� ���p ; , , �� � NORTH CAROLINA SHEET 1

WETLAND PERMIT IMPACT SUMMARY
WETLANDIMPACTS SURFACE WATERIMPACTS
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)
-L- 13+2g to 13+g5 Bridge Interior Bent 2 Removal + 0.03 40
Temporary Work Pad
TOTALS*: 0.03 0 40 0
*Rounded totals are sum of actual impacts
NOTES:
Interior bents to be removed are wooden piles with concrete encasement.
Existing concrete encasement of interior bent in channel bank to be replaced by rip rap bank stabilization.
Temporary work pad to be used to remove interior bent in the middle of stream channel.
Temporary impervious dikes to be used to isolate interior bents during removal.
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�I WETLAN D
AND SURFACE WATER IMPACTS PERMIT
MICI-IAEL D, HART &
MELISSA Lo HART ,.--
DB 281PG 1300; �
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2,790
2,780
2,770
2,760
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IMP RVIOUS DIKE�
BANK
STABILIZATION
SEE DETAII �A-�g� �Se�
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SEE DETAIL B
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-Yl- PCC Sta. 14f23.86
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—L— STAJ2+2/.06 OFFSET = l7/.O132' RT
EL = 2773.38
GPS RR SPIKE lN 26' POPLAR I
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_ EL = 278/.75' i i
- Pl = 12+46.00 i
II _ill� EL = 2.779.60' _
VC = ���� �
_—_--- K = 87
V = 50MPH �
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— — _ � —J1.7800%
-- ______ �-12.9338/
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8, E D PROJECT 040062
L- Sta.14+40.3/
� � MAINTAIN EXISTING
� CROSS SLOPE TO
T DRAIN TOWARDS
LITTLE HORSE CREEK
I NK S ILIZATION
SEE TAIL A
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IMPERVIOUS DIKE
PROIECT REFERENCE NO. SHEET NO.
040062 4
RhV SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PERMIT DRAWI11tG
SHEET 3 OF 4
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
30 0 30 �0
��f1T�f �
PLANS
30 0 30 60
PROFILE (HORIZONTAL)
6 0 6 72
PROFILE (VERTICAL)
� RETAIN ' �
'° � � � DENOTES TEMPORARY
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BRIOGE HYDRAULIC DATA
STR •040062 Sto.l3f70.06 -L-
DESIGN FREQUENCY = 25 YRS
DESIGN DISCNARGE = 2.600 CFS
DESl6N HW ELEVArION = 2.770.9 F7
l00 YEAR FREOUENCY = l00 YRS
l00 YEAR DISCHARGE - 3.700 CFS
l00 YEAR HV✓ ELEVATION - 2.772./ F7
OVERTOPPING FREOUENCY- 50+ YRS
OVERTOPPING DISCHARGE = 6,/5/ CFS
OVERTOPPIN� ELEVATION = 2.�74.4 FT
NORMAL WATER SURFACE ELEV = 2,764.5 FT
DA7E OF SURVEY = 4/20/6
DATUM DESCRIPTION
THE LOCALIZE6 COORDINAiE SVSTEM DEVE�OPED FOR THIS PROJECT
IS BASED ON iHE STATE PLANE COORDINATES ESiABLISHE� BY�
NC�OT FOR MONUMENT '"62-2"
WIiH NA� 83/NA 2011 STATE P�ANE GRID COORDINAiES OF
NORTNING: 1016510.6751ft1 EASTING 1254141.77414i1.
ELEVAiION: 2774 iblftl .
THE AVERAGE COMBINED GRID FACiOR USE� -0N THIS PROJECT
���� IGROl1ND TO 6RID1 IS:� 0 99998799 �� �
� � � � � THE N.C. �LAMBERT GAI� BEARING�AN� � � �
�acn�izEo HORizoNra� cRauNo oisraNCE FROM
� � � � � °62-Y� TO �-L- STAiION 70+00.00 IS � � � � �
� S 45° 23` 11.5"W 2:439.4616 FT ... .
ALL LINEAR �IMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATt1M USED IS NAVD 88 �
� „ i,
ALANS AREPARED BY :
—L— STA 14+40.3/ _ �� �
—Yl STA 13+38.56
OFFSET 8.94'
I � EL - L77✓.✓O � � � � � I I . RUMMEL, KLEPPER & KAHL, LLP
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 900 RIDGEHELD DRIVE SUITE 350
10+00 11 +00 12+00 13+00
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • �919) 878-9560
2,800
2,790
2,780
2,770
2,760

�I WETLAN D
AND SURFACE WATER IMPACTS PERMIT
MICIIACL �:De HART & _��-2�5=��___
MELI����iART �-�� ,- _
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2,780
2,770
2,760
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SEE DE A
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IMP RVIOUS DIKEJ
BANK
STABILIZATION � �
SEE DETAII �A-�e� �Ze�
/te� Q�CCr pRAIN
DISSIPATOR PAD�
SEE DETAIL B
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- DAVID T, INORMAN &
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Exisr �
D[3 1428 PG 143� •
-Yl- PCC Sta. 14f23.86
a,
_ BM l
—L— STAJ2+2/.06 OFFSET = l7/.O132' RT
EL = 2773.38
GPS RR SPIKE lN 26' POPLAR I
i
i
i - — BEGIN GRADE _� � .
. -�- sr.A n+2s.00 –
_ EL = 278/.75' i i
- Pl = 12+46.00 i
II _ill� EL = 2.779.60' _
VC = ���� �
_-_--- K = 87
V = 50MPH �
— . .-- I
- - _ � -J1.7800%
-- ______ �-12.9338/
______
� --
----- _ � -- �° �
10+00 11 +00 12+00 13+00
I
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� NWS �
� �2e764.5'
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RET.
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! -1, . .
E D PROJECT 040062 IMPERVIOUS DIKE
� �8 ' L- StaJ4+40.3/
O Ol 'C ��NTAIN EXISTING
CROSS SLOPE T�
T DRAIN TOWARDS
ZG� LITTLE HORSE CREEK
i B NK SC ILIZATION
SEE b TAIL A
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PROIECT REFERENCE NO. SHEET NO.
040062 4
RhV SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PERMIT DRAWI11tG
SHEET 4 OF 4
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
30 0 30 �0
��f1T�f �
PLANS
30 0 30 60
PROFILE (HORIZONTAL)
6 0 6 72
PROFILE (VERTICAL)
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
� . � . . . . . . . . . . . . . . . . . . . .
ii
BRIOGE HYDRAULIC DATA
STR •040062 Sto.l3f70.06 -L-
DESIGN FREQUENCY = 25 YRS
DESIGN DISCNARGE = 2.600 CFS
DESl6N HW ELEVArION = 2.770.9 F7
l00 YEAR FREOUENCY = l00 YRS
l00 YEAR DISCHARGE = 3.700 CFS
l00 YEAR HV✓ ELEVATION - 2.772./ F7
OVERTOPPING FREOUENCY- 50+ YRS
OVERTOPPING DISCHARGE - 6,/5/ CFS
OVERTOPPIN� ELEVATION - 2.�74.4 FT
NORMAL WATER SURFACE ELEV = 2,764.5 F7
DA7E OF SURVEY = 4/20/6
DATUM DESCRIPTION
THE LOCALIZE6 COORDINAiE SVSTEM DEVE�OPED FOR THIS PROJECT
IS BASED ON iHE STATE PLANE COORDINATES ESiABLISHE� BY�
NC�OT FOR MONUMENT '"62-2"
WIiH NA� 83/NA 2011 STATE P�ANE GRID COORDINAiES OF
NORTNING: 1016510.6751ft1 EASTING 1254141.77414i1.
ELEVAiION: 2774 iblftl .
THE AVERAGE COMBINED GRID FACiOR USE� -0N THIS PROJECT
���� IGROl1ND TO 6RID1 IS:� 0 99998799 �� �
� � � � � THE N.C. �LAMBERT GAI� BEARING�AN� � � �
�acn�izEo HORizoNra� cRauNo oisraNCE FROM
� � � � � °62-Y� TO �-L- STAiION 70+00.00 IS � � � � �
� S 45° 23` 11.5"W 2:439.4616 FT ... .
ALL LINEAR �IMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATt1M USED IS NAVD 88 �
� „ i,
ALANS AREPARED BY :
-L- STA 14+40.3/ _ �� �
-Yl STA 13+38.56
OFFSET 8.94'
EL - L77✓.✓O � � � � � I I . RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEHELD DRIVE SUITE 350
. . � � RALEIGH, NORTH CAROLINA 27609-3960
� � NC LICENSE NO. F-0112 • �919) 878-9560
2,800
2,790
2,780
2,770
2,760