PERMFILE51993

• Permit No: M1997054
• IBM Index Class Name: Permit File
• Doc Date: 1/12/1998
• Doc Name: PERMANENT BERMS TOPSOIL BERM AND ROAD CROSS SECTIONS
• Section_Exhibit Name: EXH C
• Media Type: M
• Archive: No

115FT 0O0 I�
120 -180 FT
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9 TO 12" OF TOPSOIL WITH NATIVE GRASSES 20 -e0 FT
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10 3' , S�pP� tco� uxe eta
ZO 3' I 20'35' 15 '• .0
T. p,° f Sp 2. TO
1111 111 1 ZO ?S , 25'35' 20.0 FT Go =" : =Ti I' _.'T -1Ti 11 -1 I =1 I CI i =1 t t =1 Icl 1 =1 1 =1 1 =1 1 =1 11 =1 11 =1 1 =1 11 =1 1 =1 1 =1 1 =111 =1 1 =1 1 =1 11 =1 1 =1 I
S� N
DRAINAGE SWALE� 2' COMPACTED ROADBASE
FlLL MATERIAL FROM UNSOLD PLANT PRODUCT = TI = - „_, - T_,TI= 1TI =1TI� I= ITI= 1- ,I- 1TI -1TI_I -1TI- ITI = ITI =TI= 1i1 =1TI -ITI- ITI =ITI =1 1 =1 1 =TI -1 -TI -ITI BOTH SIDES +I ROWN ROAD 2 INCHES co i
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TYPICAL SECTION THRU PERMANENT BERMS A 8 !Sr D
DIMENSIONS MAY VARY TYPICAL tFrn ON THRU TOPSOIL BERM
a _o ' El
AND HEIGHT VARIES BASED ON AMOUNT OF TOP SOIL STORED
SCALE: 1 " =20 FT SCALE: 1 " =20 FT OMPACT BASE MATERIAL � o (� 0 ~Fa
TYPICAL SECTION THRU ROADS N W W Wj0
T -3' 9' -0' 3' -3' SCALE: 1 " =20 FT (� N0❑
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4' -8 112' W E3 Z •Z-�>-
2 AT END OF E I -AT CL RAIL 1-AT CL RAI 2'AT END OF TIE pq U ❑ M:Z
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A ��
° O °0 °0 ° W o
tp ° ° ° ° ° °0 ° ° ° °° o ° ° ° ° °0 ° ° °° Z w Y H
0 0 °0 °0 °0 °0 °000° 000000 °00000
O °0 °0 °O °O °O °O °O °0 °O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C o G 0 O�O�O�O�O�O�O °0 °p I_ ��z
o °o ° °o °o ° °o °o °o ° °o ° °o °o o° o°° oo° o°° oo° o °o °o ° °o °o °o ° °o °o° °o ° °o °o °o °o °OO o °o ° °O °o °o o° o° o°° oo° o° o$ o° 00% :o °o °o °o°°o °o °OO °o °o °o ° °o °o °o °0 0 12' -0'
° ° ° ° ° ° ° o ° ° ° ° ° o o ° o ° ° ° ° ° ° ° ° ° ° ° ° ° ° o ° ° ° ° o ° 0 ° o ° ° ° ° ° o ° ° 0 0 ° o ° ° 0 12' -D OW X 60' -D "L X 6" THICK Q Qo
TIE 8 "X8 "X8' CONCRETE PAD Lli O-W
BALLAST 8" UNDER TIE �
2' -3' 71-9- T-9' I 2' -3'
10' -0' 10' -0' _
r--
EMBANKMENT SCALE: 1 " =20 FT —
NOTE: SINGLE TRACK ROADBED —
QUANTITY OF BALLAST REQUIRED PER MILE FOR BRANCH LINES 60' -0' _
IS THEORETICAL, PLUS 2% ALLOWANCE FOR PLAN VIEW
LOSS, DEPRESSIONS IN ROADBED, ETC.,
WHERE OFF -TRACK ROADWAYS ARE TO BE 6' —
PROVIDED, ADD 6' -0" ADDITIONAL
WIDTH TO THE APPROPRIATE ROADBED SECTION.
BALLAST SECTION IS TO TAPER FROM THE TOP _
�—
OF E AT THE CENTERLINE TRACK TO 2” SECTION A -A SCALE: 1 " =40 FT
BELOW THE TOP OF 11E AT EACH END OF THE
TIES AS SHOWN ABOVE. CONCRETE SLAB FOR INSTALLATION OF A PORTABLE SCALE.
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TEMPORARY TOPSOIL BERM 4.00 AC
PERMANENT BERM 2.05 AC (C) PERMANENT BERM 0.66 AC (B)
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LL
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PERMANENT BERM 1.99 AC (E) PERMANENT BERM 2.12 AC (A) PERMANENT BERM 1.20 AC D
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