20151071 Ver 1_Permit Drawings_20151014

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See Si�et I-B Po� Comientlonal Symbals
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JACKS01� COUI�TY
LOCATION: BRIDGE rI0.135 OVER MOSES CREEK
O1V SR 1740 (MOSES CREEK RD)
TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE
�• 17BP.14.R.62
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SUBMITTAL: 9or
DATE: DECEMBER 07, 2012
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Pre/n�c0 !n Ile 0/Ilce oL HYUILI UL/CS ENGINEEA DII'ISIOY OF HIGNII'AYS
GRAPHlC SCALLS DESIGN DATA PROJECT LENGTH sr�rs oF rvoare cnnorrxA
/LCOM ��C Flan� LiCE1SE Ns F�392
101Car0arate Con+er �rive.Sufte 4i5
$0 25 0 $0 100 Ra'eiyM1, rvC 2i601 Xo��
`_'_�"� r_ � ADT XXXX = XXX LENGTH ROADWAY STATE PROJECT 17BP.14.R.62 = 0.068 MILES �9iaias4-szoo - �seiesaezsviFnw 'do� a�{
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PLANS LENGTH STRUCTURES STATE PROJECT 176P.14.R.62= 0.008 MILES p£ ,S� 'I
FUNC CLASS = LOCAL SfO,�Ai°'�": '
50 25 0 50 100 TOTAL LENGTH STATE PROJECT 17BP.14.R.62 = 0.076 MILES R1GNT OF 11'A}' DdTE: LEN HILL, PE �'
`-' �"�I--� SUB-REGIONAL TIER rno�ccrcmixcrn XOADII'r7Y DES7GN '*sy �t
AUGUST 2.2072 ENGINEER �oe ����e�
PROFILE (HORIZONTAL)
l0 5 0 l0 2a LETTLVG DATE: TOM HILDEBRAND, PE
NCDOT CONTfICT: JOSHUA DEYTON,PE FY 2013 axo�ccrorsrr,sECCn�cex
PAOJCL! G\4LYEGR
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o= sr n� aaa• a=� n� aag D= 57' l7' 44B'
L= 3/OY L= 2/38' L° 49b1'
T= 15b3' T= 10J3' 7= 2533'
R= 100.00' R= 100.00' R= IOO.OD'
Pl Sfa 12+2455
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L = 2/22
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Pl S10 12+5487 Pl Sto 13+496/ Pl Sfa 14+5555
0= 5 30' 467' (RTl �_ lT l5' 392' (LTl �= 3' 3/' 9/b' (RTI
O= ll' 27' 33.0' D= 38 /l' 49.9' D= 3' 36'!IP
L= 48JY L= 4519' L= 97b8'
7= 2407' 7= 2277' 7= 4895'
R= 500IJd R= 150.00' R= 1,589A5'
Pl Slo 15+3q2/ Pl 5/0 /5+8/70 Pl 5/a l6+1095
�= 0'07'34P(RTl �_ 1531'064'lLTI �= 49P282'lLTI
D= 0' /2' 43.9' D= 43' S9' 487' D= 20' 0l' l41'
L= 59.48' L= 359' L= 23.43'
T =2974' 7=rI74' 7=l172'
R= 27p192&' R= 13023' R= 28618'
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END BRIDGE
BEGIN B
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�� {- _- � !e� s s�n.s - - o � i - - � BRIDGE KYDRAULIC DATA -
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�4)4 �� �c _ t --� 1 � � � � DESlG7J OISCHARGE = 4/0 CFS
--- j �'.- i = � i ,- —� � _ QN _DS 2o�MrH � _ _ � I .__ } _ IXISrI G GROU o ' : OESlG7J FREOUENCY = 2 YRS _
- j - - -' ' � PROPOSE GRADE g2°r - I . � I I � - I - - OES/G!! M'/ ELEVATION = 25851 FT I
I I �_ - � - � V , i �95 i J - - � — - j � - I -f � � 1 � BASE DISCNPRGE _ l°00 CFS �
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� I� � ; ' m ��� � / � - � OVER70PPlNG DISCHl+RGE = 459 CFS { -
� '� : _ _ � � _ /� (+)2.4444' PI - � i2 r 60 0 �. I � _ � ' �-- _ � �. . P/ERTOPPIA'G FREOUENCY= 2 + YRS
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CSOFtWTION TO BE SHOTN ON PLAl15
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ADDIiNINAL L4FINiVATIQ'1 AtA COVPUTATWNS
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