Amendment_0002_shts.pdf
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- FY16 POE LOCK EMBEDDED GATE ANCHORAGE REPLACMENT
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- W911XK-16-R-0003
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GENERAL SHEET NOTES
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IDENTIFICATION
SHEET
D A
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A P
P R fiof Engineers
US Army Corps
W
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POE LOCK
MACARTHUR LOCKD
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60+00
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62+00 62+89.68
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RAC
ALIGNMENT
BARGE
BRIDGE
L
L
L
L
L L
L
L
LL
PORTAGE AVE.
GATE 16
MACARTHUR LOCK
HOIST HOUSE
STORAGE SHED
BARGE 670
(BRIDGE BARGE)
�" CRUSHED STONE
cc
B c
C
SCALE: 3/4" = 1’-0"
7’ 7’
CL OF ACCESS ROUTE
SCALE: 3/4" = 1’-0"
OPTION CROSS SECTION - PAVED ACCESS ROUTE
C
C
C
C C
C
C
C
C
C
C
C
C
C
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C
C
8" THICK CONC. SLAB
4"
STONE
3/4" CRUSHED
6’ 6’ c c
EXISTING STEAM TUNNEL
TOP OF TUNNEL APPROXIMATELY
9’-9" BELOW TOP OF GRADE
EXISTING UNDERGROUND ELECTRIC
c c c
75’ c c
TYPICAL CROSS SECTION - AGGREGATE ACCESS ROUTE
8" THICK
c c
T
Y P
EXISTING
GROUND
SURFACE
c
4" THICK
c c c
L OF ACCESS PAVED ROUTE
T
Y P c c c c 1’ 1’ c c
CENTERLINE LENGTH = 1050’
A1
ACCESS ROUTE PLAN
SCALE 1" = 60’
A C
C E
S S R
O U
T E
P L
A N A
N D S
E C
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N
SC
C
C
3/4" CRUSHED STONE
c
19’ X 39’ CONCRETE PAD
5. BASE CONTRACT WORK SHALL INCLUDE RAMPING CRUSHED
AGGREGATE AT EXISTING SIDEWALK CROSSINGS TO ALLOW SMOOTH
ACCESS IN BOTH DIRECTIONS
6. OPTION WORK SHALL INCLUDE DEMOLITION OF EXISTING
SIDEWALK CROSSINGS TO THE NEAREST JOINT THAT IS AT
PROVIDE CRUSHED STONE IN REMOVAL AREAS TO PROVIDE
SMOOTH ACCESS TO THE NEW CONCRETE FROM THE
REMAINING SIDEWALK.
LEAST 5 FEET AWAY FROM THE NEW EDGE OF CONCRETE.
8" THICK (BASE BID)
B A
S E
B
ID
W
R K
SURFACE
GROUND
EXISTING
c
O P
T
IO
N
W
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#6 @ 18" EACH WAY
c
TEMPORARY STOCKPILE
SEE NOTE 8
c
ACCESS ROUTE
7. THE GOVERNMENT WILL PROVIDE STAKEOUT FOR THE
CONSTRUCTION OF THE ACCESS ROUTE.
8. STRIPPED SOIL MAY BE STOCKPILED AT DESIGNATED LOCATION
REMOVED AND DISPOSED OF.
UNTIL BRIDGE BARGE IS AVAILABLE. EXCESS MATERIAL SHALL BE
GENERAL SHEET NOTES
1. REFER TO MICHIGAN DEPARTMENT OF TRANSPORTATION
PUBLICATIONS NOTED BELOW. PUBLICATIONS ARE AVAILABLE
ON THE MDOT WEBSITE: http://michigan.gov/mdot/.
2. ACCESS ROUTE CONSTRUCTION SHALL COMPLY WITH MDOT
2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION.
3. THE FOLLOWING STANDARD DETAILS FROM MDOT ROAD AND
BRIDGE STANDARD PLANS SHALL BE USED FOR THIS WORK:
a. R-39-I: TRANSVERSE PAVEMENT JOINTS
b. R-40-H: LOAD TRANSFER ASSEMBLIES FOR TRANSVERSE JOINTS.
4. TRANSVERSE CONTRACTION JOINTS SHALL BE CONSTRUCTED AT
16 FEET ON CENTER AND SHALL HAVE LOAD TRANSFER
ASSEMBLIES (SYMBOL Cp.)
MATCHING ACCESS ROUTE
CONSTRUCTION
ENTIRE SHEET ADDED
SCALE: 1’’= 60’-0"
0 60’60’ 30’
M
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IN
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L I S
S U
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O R A
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