20140764 Ver 1_redline revision 02_23_17_20170223

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NO WETLAND OR SURFACE WATER IMPACTS
30 0
15 30
SCALE: I"= 30' HORIZ.
ENLARGED
PLAN VIEW
S ITE 1

'DESIGN EXCEPTION:
MIN. HORIZONTAL CURVE ftADIUS
I10RIZONTAI SSD
SUPERELEVATION
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Type ofLiner= CLASS B RIP RAP
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—L— STA.16+70 TO 18+75 RT
TO FERGC750I1
NO WETLAND OR SURFACE WATER IMPACTS �,�°��
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SEE ENLARG�D Af�l
ON NEXT SHEET
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SCALE: I"= 100' HORIZ.
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ROGER N COBB
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BARRY W LOWE �� '� ;
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CLASS II RIP RAP UP az s
TO SHOULOFR ELEV.(TYP.)--
(STRUCTURE PAY ITEM) BMI
ELEY = 585.58
/ ROGER N COBB
/TOTAL PROJECT LENGTH: 850 FEET
PROPOSED BRIDGE: SINGLE SPAN 33" BOX BEAM, 1@ 90'
EXISTING BRIDGE: SINGLE SPAN BRIDGE: 1@ 40'-8"
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,(� PROIECT REFERENCE SHEET NO.
�� A 1� �� B0.0ADN IN RSIG�ORD k229 ENGINEERS
V1FiG1NM--�OBB LIFE ESTATE
aW= 10 11 12 13 14 15 16 17 18
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PLAN VIEW
SITE 1
INCOMPLE E PLANS
m xvr o� ron �v ecnutsiT[ov
PRELIMIN Y PLANS
DO NOi U� CONbTRIIC1ION
AIOTf IMCOONALO 16 F, LLC I
IICENSE t10. F-L669
a^��e
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Engineering L
N. Q DBPT.OF TRANSPORTATiON
DIVffiION OF ffi(3SRAY8
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PROJBCP� nD�b107AC
BRID(iS NQ. t!9 OVSR
NORTS PRONQ STIIJ�JQ
QIISR�TSR � ON
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PERMIT DRAWING
SHEET _ OF _ �J�}�
BRIDGE HYDRAULIC DATA
�sicN astiwaRCE - �oo cFs
DES/GN FREfX/ENGY � 25 YRS
DES/GN NW ELEVATlON � 588.4 FT
BASE DISCHARGE � 5,39�0 CFS
BASE FREQUENGY � lOD YRS
BASE HW ELEVATlON — 59/y8D Fr
OVE14rOPPlNG DVSCHARGE � 9600 CFS
OVEHT'OPPlNG FREQi/ENGY � IOP- YRS
OVERTOPPING ELEVi4TlON � 590.6 PT
DATE OF SURVEY � ll 22-13
WS. ELEVATION
AT DATE OF SURVEY � 580.6 Ff'