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SPAN
A A I i I I K AI I I A I IA AMr- rC r/1\AC)A rTCrI Q,CI r7(`T (`QAA It II K17 un rL-/t-II 1
COMPACTED NORMAL
ROAD FILL
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b ' ' NOTES: FOR CONNECTION I FOR FOOTING,
%' `� SEE DETAIL 1 SEE DETAIL 3
1 / ; 1. ALL SELECT GRANULAR FILLTO 5E COMPACTED TO 90 PERCENT
1 I ,
PER A.A.5.40. T- 1BO.
2. COMPLETE AND REGULAR MONITORING OF THE SUPER SPAN
SHAPE 15 MECES54RY DURING ALL P5ACKFILLING OF THE STRUCTURE. i
®� INITIAL LIFTS OVER CROWN OF STRJCTURE AS INDIC,QTED
1 3. DO NOT OPERATE HEAVY OR MEDIUM COMPACTORS ON DACKFILL 3Y SHADED AREA ARE-M BE COMPACTED TO REQUIRED
AGAINST THE SIDE PLATES CLOSER -THAN 2 FEET FROM THE PLATES.
DENSITY WITH NAIAD OPERATED EQUIPMENT OR WITH SMALL
4. PREVENT EXCESS DIE570RTI0M OF SHAPE AS NECESSARY f5Y TRACTOR [D-4 OR SMALLER] DRAWN EQUIPMENT.
I I ; VARYING COMPAC-nOQ METHODS AND EQUIPMENT
- -CTION A -A
�-- QleMco MurrTl - IDLaTE Sup�R. SPAN
H16H PROFILE I SH,&PE � 75 A IS - I6 NO SCALE
�j�U
PLAT CULVERT IhF0jKMAT1br1 ' 1
NO SCALE • t CULVFST = 'TA. I IG +44 . S�v 43 sT
• �OTATIOM OF GULvERT 76 t = SO° (aNGI-E IQII)
• IF, @ k 5W 43 r-d- ST, _ (�;.25
• SLOP& OF CULVErT 0.0006 F-T-/ Fr•
• OV IE-KAU. LPNGTH 05NM FFOM C) = 1501
CREEK BOTTOM PROTECTION = 2ft. of 1z-18"RIRRAP \3��
�ML/LT1- PLATE s1/EE"T
NOTE: SNORT BOL i5
�E4U/PED ONE S /DE OF
ST/�UC1I/,2E, 3'/LON6 7 BOLTS
,eEQI//RED AT OPPOS/TES/DE
LOCATE IN /8"X 13/4'1 SLOTTED HOLES
C2 EA) AT 15110.C. EACH.
-EASE CHANNEL
3/Q THICK MATERIAL
9ASZ CH,4MWL
/ AW11OP LUGS.
(-BEND 00WA1
A/VD ?'W157)-
3/1
_
20,
Q.
G-45 HORIZ- CONTINUOUS
31C� YP
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- #4 BARS CONTIN1.10US fULL
L ENGTf1 Of l—ll eZ/ST SEAM
/Z" IVAX. 0 C (SEE NOTE *Z)
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til
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DOUBLE NUT --
USE %
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Q
510Z PLATES
THRUST BEAD 9f7A/L
TOP PLA TEs
NOTES-
o )RE/NfORCED CON66ETE
THRUS7,&A1VS TO 8f
POl//PED /IV,4 N/ANAAZ"R 0
AIA/NI"4/N 9AI-ANC,0
L0,4D/NCG ONZXChl s/DE
OF Tf/E SM(CAUAPE.
22 LONG1%L/0/NAL IeSIAII o;eU&67
94/PS MAYBE P44CE,9 ON
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ROD.
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96 I
�(,„ _ --MAX. SB/4�V
BOTTOM S,°,4N (19'-10"�
BASE CHANNEL DETAIL
DETAIL I
DETAIL 3
'44 TIF-S @ 5" ON
C.Et-I- IRR -7-Y:?
# 4 B,4RS TO BE C0/✓liN/rOU5 T09 MUST/ -PATE
LZ"NG77/ OF SLOPE C011A,P
20CLEAR
ryPrcA�
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�4" X 6 "MULTi- PLA7E
,41VC/101C 90/ T.S,
#4 BA-k ST/R,?UFSJ A P)COX.1?"CENTE,PS,
/8 "C, L-NrZT 5 . 000BLE NUT EgC11 BOL T
Z"M/N/MIR
SECTION B - B
t� -
THPEADS 0 ` MINIMUM SLOPE COLLAR
BfivT� Th��E�I�EI� D E TA I L
RaDofTai� __ DETAIL 2
STEP BEVEL END DETAIL
NO S GALE
IHit) 1�3 A F'KUVV- It IAKY Ut51(.7N OF ARMC:O 51EEL CORPORATIONI.
THE DESIGN DATA AND INFORMATIOK) RELATING THERETO l5 NOT
TO BE U5ED, D155EMINATED, OR REPRODUCED IN WHOLE OR IN
PART WITHOUT THE WRITTEN CONSENT OF ARMCO STEEL CORPORATION.
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Scale NONE
Designed PAK
Drawn QLL
Checked
Approved
Dwg. 'dumber
3-108G-003-
SHFET
34 ,,; 35
SCANNED Wy 2 `l'100s