Plans_Depere_Dam_Walkway_Cert_Final_RTA_24_Apr2019.pdf
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PROJECT LOCATION
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
T R
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H
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A N A of Engineers
US Army Corps
WILLIAM D. MERTE P.E., CHIEF COST & GENERAL ENGINEERING BRANCH
PHILLIP C. ROSS P.E., CHIEF ENGINEERING & CONSTRUCTION OFFICE
MARIE STRUM P.E., CHIEF ENGINEERING & TECHNICAL SERVICES
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WALKWAY & PIER REPAIR
FOX RIVER - DEPERE DAM
DEPERE, WI
BROWN COUNTY
24APRIL2019
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LEGEND
WILLIAM STREET
TAIL PACE
JAMES STREET
LEWIS STREET
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2.039 ACRES
MAIN AVENUE
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PROJECT
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DE PERE DAM
SITE MAP
EXPERA SPECIALTY SOLUTIONS
SCALE IN MILES
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REQUIRED BY ER 1110-1-8152.
PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS
REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE
ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND
THE PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF THE U.S.
BRIDGE
ALLOUEZ
CLAUDE
TIMOTHY C. SMITH P.E., CHIEF GEOTECHNICAL & STRUCTURES BRANCH
CERTIFIED FINAL - READY TO ADVERTISE
TIMOTHY C. SMITH /S/
WILLIAM D. MERTE /S/
PHILLIP C. ROSS /S/
MARIE STRUM /S/
GRID SPACE DETAIL IS LOCATED
SHEET ID, DETAIL IS ON
DETAIL CALL OUT
NOTES SPECIFIC TO THIS TITLE
SHEET ID THE DETAIL OR SECTION IS BEING CALLED FROM
LOCATION ON THE GRID THE TITLE ITEM IS
TEXT SCALE
TITLE OF DETAIL, PLAN OR SECTION
GRAPHIC SCALE
NORTH ARROW OF TITLE ITEM
PAPER NORTH
TRUE NORTH
GRID SPACE SECTION IS LOCATED
SHEET ID, SECTION IS ON SECTION CALL OUT
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UNLESS NOTEDU.N.
UPSTREAMU.S.
STANDARDSTD
STEEL SHEET PILESSP
STATE HISTORIC PRESERVATION OFFICESHPO
REQUIREDREQ'D
ORDINARY HIGH WATER MARKO.H.W.M.
MINIMUMMIN
MAXIMUMMAX
INTERNATIONAL GREAT LAKES DATUMI.G.L.D.
EXISTINGEXIST
ELEVATIONEL
DOWNSTREAMD.S.
CONTRACTING OFFICER'S REPRESENTATIVEC.O.R.
CORPS OF ENGINEERSCOE
CENTER LINECL
APPROXIMATEAPPROX
ABBREVIATIONS
FOOT
13. ALL ELEVATIONS SHOWN ON THESE DRAWINGS REFERENCE I.G.L.D. 1985 U.S.
IN AREAS OF THE SPILLWAY INACCESSIBLE TO GOVERNMENT PERSONNEL.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEBRIS AND ICE REMOVAL 12.
REINSTALLED PER SHEET SS503.
SHALL BE REINSTALLED TO ITS ORIGINAL POSITION. GATES SHALL BE
REMOVED AS NECESSARY TO CONSTRUCT WALKWAYS AND PIERS. FENCING
EXISTING CHAIN LINK FENCE AND GATES AT RIGHT ABUTMENT TO BE 11.
THESE ITEMS WILL BE SECURED TO THE NEW WALKWAY.
SALVAGED AND REINSTALLED. CONTRACTOR SHALL SUBMIT PLAN ON HOW
LIFE SAVING RINGS, PIER NUMBER SIGNS AND SECURITY FENCING SHALL BE 10.
CONTRACT SPECIFICATIONS SECTION 01 35 13.
MAINTAINED 24 HOURS/DAY AND 7 DAYS/WEEK DURING CONSTRUCTION, SEE
WALKWAY ACCESS TO THE DAM OPERATING EQUIPMENT MUST BE 9.
PIER #2 AND PIER #4.
AND REINSTALL (3) THREE LIGHT POLES LOCATED ON THE RIGHT ABUTMENT,
POLES DURING CONSTRUCTION. CONTRACTOR TO TEMPORARILY REMOVE
THE CONTRACTOR IS REQ'D TO PROTECT ALL EXISTING LIGHTS AND LIGHT 8.
BENCHMARKS AFFECTED BY THE WORK TO ORIGINAL LOCATIONS.
THE CONTRACTOR IS REQ'D TO RE- ESTABLISH ALL EXISTING BRASS 7.
BE DISTURBED.
THAT THOSE UTILITIES NOT REQUIRING TEMPORARY RELOCATION WILL NOT
AND SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO ENSURE
THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO STARTING WORK 6.
COMPLETION OF WORK.
OF THE RIVER AND BE REINSTALLED IN ORIGINAL LOCATIONS UPON
CONSTRUCTION. HOWEVER SIGNS ARE REQ'D TO REMAIN VISIBLE TO USERS
NECESSARY, CONTRACTOR MAY RELOCATE SIGNAGE TO FACILITATE
TO DAM SAFETY AND LEAVE IN PLACE FOR DURATION OF CONSTRUCTION. IF
THE CONTRACTOR IS REQ'D TO PROTECT ALL EXISTING SIGNAGE RELATED 5.
DOWNSTREAM.
ORIENTATION FOR "LEFT" AND "RIGHT" VERBIAGE ASSUMES LOOKING 4.
TO COMPLETE THE REQUIRED WORK.
ANY DISCREPANCIES FROM PLANS WHICH EFFECT QUANTITIES OR EFFORT
CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS AND NOTIFY C.O.E. OF
ALL EXISTING DIMENSIONS SHOWN ARE TAKEN FROM AS-BUILT. 3.
ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED AS REQUIRED (REQ'D)2.
DISPOSAL OF EXISTING WALKWAY SPANS #5 AND #6.
SPANS #5 AND #6 NUMBERED FROM RIGHT ABUTMENT OF DAM; AND
OPTION 3 CONTRACT WORK INCLUDES FABRICATION OF STEEL WALKWAY 1D.
DISPOSAL OF EXISTING WALKWAY SPANS #3 AND #4.
SPANS #3 AND #4 AS NUMBERED FROM RIGHT ABUTMENT OF DAM; AND
OPTION 2 CONTRACT WORK INCLUDES FABRICATION OF STEEL WALKWAY 1C.
DISPOSAL OF EXISTING WALKWAY SPANS #1 AND #2.
SPANS #1 AND #2, AS NUMBERED FROM RIGHT ABUTMENT OF DAM; AND
OPTION 1 CONTRACT WORK INCLUDES FABRICATION OF STEEL WALKWAY 1B.
POLES AND REINSTALLATION OF NEW OR EXISTING WALKWAYS.
CONSTRUCTION, TEMPORARY REMOVAL AND REINSTALLATION OF LIGHT
PIER DEMO, WATER CONTROL (COFFERDAMS), REINFORCED CONCRETE PIER
BASE CONTRACT WORK INCLUDES EXISTING WALKWAY REMOVAL, EXISTING 1A.
AND PLACING REINFORCEMENT CAGE.
SPILLWAY PIERS INCLUDING DOWELING NEW PIERS TO EXISTING SPILLWAY
AND HAND RAILINGS: REMOVAL AND REPLACEMENT OF CONCRETE
OLD OR NEW WALKWAYS INCLUDING SUPERSTRUCTURE, BEARINGS, DECK
TO THE FOLLOWING: REMOVAL AND REPLACEMENT OF THE RIGHT SPILLWAY
TOTAL WORK, INCLUDING OPTION ITEMS, CONSISTS OF, BUT IS NOT LIMITED 1.
GENERAL CONTRACT NOTES
X-###
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6' -
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DGE T
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SEE NOTE 4
OF UTILITY PANELS,
APPROX LOCATION
BIKE PATH, SEE NOTE 6
EXISTING BIKE PATH
FERRY DOCK
SLUICE WAY
DEPERE DAM,
PROJECT AREA
DEPERE DAM, RIGHT SPILLWAY
DEPERE DAM, LEFT SPILLWAY
RIGHT ABUTMENT
OVERHEAD UTILITY LINES
FISHING PLATFORM
PROJECT AREA
WATER MAIN
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N
OVERALL PLAN VIEW - DEPERE DAM & ABUTMENTS
CERTIFIED FINAL - READY TO ADVERTISE
LEGEND
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APPROX 0.490 ACRE
WORK AND STORAGE
APPROX 0.198 ACRE
ACCESS AGREEMENT
AVOID ANY INTERFERENCE WITH FERRY SCHEDULES AND ROUTES.
PROJECT SITE. CONTRACTOR TO COORDINATE BARGE MOVEMENTS TO
MAY CROSS THE BARGE ROUTE FROM THE ACCESS EASEMENT TO THE
CONTRACTOR TO NOTE THERE IS A SEASONAL PASSENGER FERRY THAT 8.
CONTRACTOR TO AVOID WATER MAIN AT ALL TIMES7.
01 35 13.
CONTRACTOR TO PROVIDE TRAFFIC CONTROL PER SPECIFICATION SECTION 6.
ACCESS IS MAINTAINED AT ALL TIMES WHEN OPEN.
ROAD & BIKE PATH SHALL BE REPAIRED AS NECESSARY SO SAFE PUBLIC
ALL TIMES TO MINIMIZE DAMAGE FROM CONSTRUCTION EQUIPMENT. THE
EQUIPMENT IS TRAVERSING OVER. THE SURFACE SHALL BE PROTECTED AT
FLAGGERS ON BOTH THE STREET AND THE BIKE PATH WHEN CONSTRUCTION
CONSTRUCTION EQUIPMENT IS PRESENT. PROVIDE BARRICADES AND
OPERABLE AT ALL TIMES UNLESS ACCESS IS RESTRICTED WHILE
SOUTH FRONT STREET & THE BIKE PATH IS TO REMAIN OPEN AND SAFELY 5.
FROM NORTH FRONT ST. EAST OF SITE.
FOR ACCESS. SUGGESTED ACCESS TO WORK AREA BY TEMPORARY BRIDGE
CONTRACTOR IS RESPONSIBLE FOR DETERMINING MEANS AND METHODS 4.
PANELS AT ALL TIME.
CONTRACTOR TO MAINTAIN A MINIMUM 5 FEET SETBACK FROM UTILITY 3.
https://catalog.data.gov/harvest/object/9c57f294-c3a4-44c4-b566-d7fa7e528b37/html/original
AERIAL PHOTOGRAPHY DATED 26JULY2017
ASSET (NGDA) NATIONAL AGRICULTURE IMAGERY PROGRAM (NAIP) RASTER
THIS INFORMATION WAS DIGITIZED FROM A NATIONAL GEOSPATIAL DATA 2.
OR DESIGN QUALITY WORK.
INFORMATION OF THE PROJECT AREA AND IS NOT INTENDED FOR SURVEY
THE INFORMATION DEPICTED ON THIS SHEET IS INTENDED AS THE GENERAL 1.
GENERAL CONTRACTOR NOTES
51'-0""4 347'-11 50'-0" 50'-0" 50'-0" 50'-0"
3'-0" 3'-0" 3'-0" 3'-0" 3'-0"
5'-0"
SPILLWAY PIERS
REINFORCED CONCRERTE
REQUIRED REMOVAL OF 5
SPILLWAY APRON
SPILLWAY WALKWAY SPANS
REQUIRED REMOVAL OF 6
SECURITY FENCE
GATE HOIST HOUSE
EXISTING LIGHT POLE
EXISTING LIGHT POLE EXISTING LIGHT POLE
TO BE REMOVED
EXISTING GUARD RAILS
EXIST LIFE RING
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CERTIFIED FINAL - READY TO ADVERTISE
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NOTE: EXISTING LIGHT POLES & LIFE RING TO BE TEMPORARILY REMOVED AND RE-INSTALLED
SPILLWAY CREST
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1'-4" 1'-4" 1'-4" 10'-0"14'-0"
28'-0"
5'-3"2'-0" 1'-3"
SPILLWAY
NOSE PLATE
3'-0"
PIER TO BE REMOVED
REINFORCED CONCRETE
NOSE PLATE TO BE REMOVED
TO BE REMOVED, SEE NOTE 4
REINFORCED CONCRETE PIER
REMOVED, SEE NOTE 2
HANDRAIL & WALKWAY TO BE
ABUTMENT TO REMAIN
RIGHT CONCRETE
CHANNELS, TO BE REMOVED
C15X33 SUPPORT
CONCRETE SPILLWAY
CHANNELS, TO BE REMOVED
C15X33 SUPPORT
SPAN TO BE REMOVED
EXISTING 50' WALKWAY
REMOVED AND RE-INSTALLED
LIGHT POLE TO TEMPORARILY
CONSTRUCTION, SEE NOTE 3
DURING DEMO AND
TEMPORARILY SUPPORTED
UTILITY CONDUITS TO BE
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DURING DEMO AND
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UTILITY CONDUITS TO BE
CONSTRUCTION, SEE NOTE 3
SUPPORTED DURING DEMO AND
UTILITY CONDUITS TO BE
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O U
N T
Y
A P
R
IL
B
M E
L B
Y
A
W A
D Y
S Z
P
R O
S S
F X
D P
E X
IS
T
IN
G D
E M
O L
IT
IO
N
C R
E S
T
S P
IL
L W
592.54'
587.4'
SPILLWAY CREST
SPILLWAY CREST
E1
SCALE: 1/4" = 1'
SPILLWAY
0 4' 8'2' E4
SPILLWAY PIER
SCALE: 1/2" = 1' 0 2' 4'1'SD301
E1
SD101
B4
A1
SCALE: 1/4" = 1' 0 4' 8'2'SD101
B8
A5
SCALE: 1/2" = 1' 0 2' 4'1'SD301
A1
A7
RIGHT ABUTMENT
SCALE: 1/4" = 1' 0 4' 8'2'SD101
B1
7' R A D
IU
S
15' R A D
IU
S
' R
A D
IU
S
1'-6 " R
C7
SPILLWAY
SCALE: 3/8" = 1' 4'0 2' 8'SD101
B6
CERTIFIED FINAL - READY TO ADVERTISE
LEGEND
DEMOLITION
SLUICEWAY PIER #6 SLUICEWAY PIER #6
578.94'
576.65'
587.4'
SPILLWAY CREST
594.71'
578.04'
C L
IN EXCESS OF 10,000 PSI.
EXISTING SPILLWAY AND PIER CONCRETE COMPRESSIVE STRENGTH MAY BE 5.
CONCRETE.
REPLACED AS NECESSARY TO ENSURE PIER IS ANCHORED TO SOUND
SPILLWAY CONCRETE SHALL BE REMOVED TO SOUND CONCRETE AND 4.
PHASE TO 480 VAC 3-PHASE, 60 HERTZ.
POWER CABLES RANGE FROM 120 VAC SINGLE PHASE TO 208 VAC SINGLE
LIGHTING, SECURITY, CONTROL AND COMMUNICATIONS. TAINTER GATE
CONTAIN CABLES POWERING TAINTER GATE LIFTING MECHANISMS,
THERE ARE (4) CONDUITS RANGING FROM 3/4" TO 2" IN DIAMETER. CONDUITS 3.
1/2 X 3/16 VERTICALS AND 1/2" WIRE ROPE.
LATERAL BRACING AND STEEL GRATING. HANDRAILS CONSIST OF L2 1/2 X 2
EXISTING WALKWAYS CONSIST OF (2) C15X33 SUPPORT CHANNELS, L3X3X1/4 2.
DOWNSTREAM WATER ELEVATIONS.
WILL TAKE PLACE FROM THE UPSTREAM SIDE OF THE SPILLWAY DUE TO LOW
VARY FROM 3 FEET TO 6.5 FEET. IT IS ANTICIPATED THAT ALL CONSTRUCTION
HEADWATER DEPTHS IMMEDIATELEY UPSTREAM OF SPILLWAY CREST MAY 1.
GENERAL SHEET NOTES
CREST EL. 587.4'
TOP OF ABUTMENT EL. 592.54'
SD301
E4
SD301
E4
SD301
A5
SD301
A5
SS503
E1
SS503
51'-0""4 347'-11 50'-0" 50'-0" 50'-0" 50'-0"
3'-0" 3'-0" 3'-0" 3'-0" 3'-0"
5'-0"SPILLWAY APRON
SECURITY FENCE
GATE HOIST HOUSE
PIERS
CONCRERTE SPILLWAY
REQUIRED (5) REINFORCED
WALKWAY SPANS
REQUIRED (6) SPILLWAY
20'-10"
3'-6"
8'-0"
3' -6
SPILLWAY
WALKWAY SPAN
REQ'D 50' GALV STEEL
REQ'D WALKWAY AT SAME LOCATION
WALKWAY AND RE-INSTALLED ON
TO BE REMOVED FROM EXIST
EXIST SECURITY FENCE AND GATE
WALKWAY SPAN
REQ'D 50' GALV STEEL
EXISTING SLUICEWAY PIER #6
RE-INSTALLED
POLE TO BE
EXISTING LIGHT
RE-INSTALLED
POLE TO BE
EXISTING LIGHT
RE-INSTALLED
POLE TO BE
EXISTING LIGHT
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S
A AF
E
Y
Y
T
P S
C O
R
G I
N E
E R
S
D E
T R
O
S T
R I
C T
I n c r e a o f i t
S u b m
C P
S
V a l g i n e e r i
DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:07:32 AM 4/24/2019
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
A N
S I
S-101
T R
O
IT
M I
M
IC
H
IG
A N A
V E
D E
T R
O
IT
D
IS
T R
X K
B
P L
A N V
IE
W
F X
D P S -1
.d g n
W A
L K
W A
Y P
IE
R R
E P
A
IR
F O
X R
IV
E R D
E P
E R
E D
A M
D E
P E
R E
W I
B R
O W
N C
O U
N T
Y
A P
R
IL
B
M E
L B
Y
A
W A
D Y
S Z
P
R O
S S
R E
Q U
IR
E D
F X
D P
A1
SCALE: 1" = 15' 15' 30'0
N
F L
O W
P
IE
R
P
IE
R
P
IE
R
P
IE
R
P
IE
R
P
IE
R
P
IE
R
REQUIRED PLAN - DEPERE DAM RIGHT SPILLWAY
CERTIFIED FINAL - READY TO ADVERTISE
FLOW
E1
SCALE: 1/4" = 1' 0 4' 8'2'
N
S-101
E7
SCALE: 1/4" = 1' 0 4' 8'2'S-101
N
F L
O W
EDGE OF GIRDER
KEY
RIGHT ABUTMENT PLAN VIEW PIER 06 PLAN VIEW
SPILLWAY CREST
DRY STONE WALL TO BRIDGE
CL SPAN
RAI
SED
IN
C
ONCRETE
T
O
EL.
.5
OLD
STONE
M
ASONRY
W
IN
G W
ALL
SB501
A5
SB501
A5
SS301
E1
SS301
E1
SB501
A1
SS301
E6
SS301
E6
SS101
A1
S-101
E7
S-101
E1
SS502
A6
SS502
A6
3'-3"3'-3"3'-3"3'-3"3'-3"3'-3"3'-3"3'-3"3'-3"3'-3"3'-3"3'-3"3'-3"3'-3"3'-3"
" EDGE TO EDGE GIRDER4
149'-11
"8 17 "4
"8
"4 16 "8
"8
"4 32'-17""4
"16 52'-2 7" "16
115 "16 52'-27""16
"4 167""4
32'-1
REQ'D LACING BRACE
REQ'D CROSS BRACE
(TYP)
CONNECTION ANGLE
REQ'D RAILING
REQ'D RAILING (TYP)
SLIDE BEARING
REQ'D PTFE
GUSSET PLATE (TYP)
REQ'D U.S. LACING
GUSSET PLATE (TYP)
REQ'D D.S. LACING
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S
A AF
E
Y
Y
T
P S
C O
R
G I
N E
E R
S
D E
T R
O
S T
R I
C T
I n c r e a o f i t
S u b m
C P
S
V a l g i n e e r i
DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:07:36 AM 4/24/2019
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
A N
S I
SS101
T R
O
IT
M I
M
IC
H
IG
A N A
V E
D E
T R
O
IT
D
IS
T R
X K
B
P L
A N V
IE
W
F X
D P S
S .d g n
CERTIFIED FINAL - READY TO ADVERTISE
W A
L K
W A
Y P
IE
R R
E P
A
IR
F O
X R
IV
E R D
E P
E R
E D
A M
D E
P E
R E
W I
B R
O W
N C
O U
N T
Y
A P
R
IL
B
M E
L B
Y
A
W A
D Y
S Z
P
R O
S S
F X
D P
R E
Q U
IR
E D W
A L
K W
A Y S
P A
N
A1
TYPICAL WALKWAY SPAN
SCALE: 1/2" = 1' 0 2' 4'1'S-101
C5
E4
SPILLWAY WALKWAY PANEL
SCALE: 1 1/2" = 1' 1' 2'0 6"SS101
C3
OF GIRDER
CL PIER TO EDGE
SPILLWAY PIER DETAIL
SCALE: 1 1/2" = 1' 1' 2'0 6"SS101
C1
E8
SPILLWAY PIER DETAIL
SCALE: 1 1/2" = 1' 1' 2'0 6"
CL, US GIRDER
CL, DS GIRDER
F L
O W
N
CL PIER CL PIER
NNN
SS101
C10
CL, U.S. GIRDER
CL, D.S. GIRDER
CL, U.S. GIRDER
CL, D.S. GIRDER
SS301
A4
SS301
A4
SS101
E4
SS301
A1
SS301
A1
SS301
A7
SS301
A7
SS101
E1
SS201
A1
SS201
A1
SS501
A1
SS501
A5
SS101
REQ'D HAND RAIL END
1'-6""8 53'-106'-6"6'-6"6'-6"6'-6"6'-6"6'-6""8
53'-101'-6"
"4
" END TO END OF GIRDERS4
149'-11
PLATE, 1/4" X 6"
REQ'D GALV TOE
HAND RAIL POST
REQ'D 2" DIA STD GALV PIPE
HAND RAIL
REQ'D 2" DIA STD GALV PIPE
GRATING, 19-W-4
REQ'D 1" X 1/8" GALV
REQ'D GLAV L 7" X 4" X 3/8" X 9"
(TYP,FCM)
REQ'D W21X55 GIRDER
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S
A AF
E
Y
Y
T
P S
C O
R
G I
N E
E R
S
D E
T R
O
S T
R I
C T
I n c r e a o f i t
S u b m
C P
S
V a l g i n e e r i
DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:07:39 AM 4/24/2019
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
A N
S I
SS201
T R
O
IT
M I
M
IC
H
IG
A N A
V E
D E
T R
O
IT
D
IS
T R
X K
B
F X
D P S
S .d g n
W A
L K
W A
Y P
IE
R R
E P
A
IR
F O
X R
IV
E R D
E P
E R
E D
A M
D E
P E
R E
W I
B R
O W
N C
O U
N T
Y
A P
R
IL
B
M E
L B
Y
A
W A
D Y
S Z
P
R O
S S
F X
D P
R E
Q U
IR
E D W
A L
K W
A Y S
P A
N
A1
SCALE: 1/2" = 1' 0 2' 4'1'SS201
C1
E L E
V A
T
IO
N V
IE
W
TYPICAL WALKWAY SPAN - ELEVATION
TOP EDGE RAILING
CL PIER CL PIER
CERTIFIED FINAL - READY TO ADVERTISE
OF EACH BRIDGE SPAN TO ALLOW EXPANSION AND CONTRACTION OF THE BRIDGE.
CONTRACTOR TO PROVIDE SLOTTED ANCHOR BOLT HOLES IN W21 FLANGE ON ONE SIDE2.
SPAN ON RIGHT PIER NOT SHOW FOR CLARITY.1.
NOTE:
EL. 593.79
TOP OF GRATING
EL. 591.77
TOP OF KEY OUT
EL. 592.54
TOP OF PIER
D1
"4 32'-3
"8 71'-1"8
71'-1
"16
"8 73'-2
"8 71'-1"8
71'-1
"4 32'-3
REQ'D HAND RAIL POSTS
"8 71'-1"8
71'-1
"4 32'-3
REQ'D STIFFENER PLATE
REQ'D BEARING PLATE
END OF GIRDER END OF GIRDER
C A
M B
E R
REQ'D HAND RAIL
"8 73'-2 "8
73'-2
REQ'D HAND RAIL (TYP)
REQ'D HAND RAIL END
REQ'D CONC PIER
ON ALL CORNERS OF
REQ'D 3/4" CHAMFER
"8 71'-11
APPROX 2'-0"
WALKWAY
GATE RE-INSTALLED ON REQ'D
EXISTING SECURITY FENCE AND
WALKWAY SPAN
REQ'D GALV STEEL 50'
EXISTING CONC ABUTMENT
WALKWAY SPAN
REQ'D GALV STEEL 50'
EXISTING SLUICEWAY PIER #6
PLATE, 1/4" X 6"
REQ'D GALV STEEL TOE
PLATE, 1/4" X 6"
REQ'D GALV STEEL TOE
REQ'D GALV L 3" X 3" X 3/8" LACING
REQ'D GALV L 7" X 4" X 3/8" X 9"
GALV CROSS BRACING
REQ'D L 3" X 3" X 3/8"
REQ'D GALV GUSSET PLATE
PLATE W/ 3/4" F3125 BOLT (TYP)
REQ'D GALV 3" X 3" X 3/8" SPACER
REQ'D GALV STIFFENER PLATE
REQ'D PTFE SLIDE BEARING
REQ'D GROUT
GALV CROSS BRACING
REQ'D L 3" X 3" X 3/8"
REQ'D GALV SPACER PLATE
REQ'D GALV GUSSET PLATE
GRATING, 19-W-4
REQ'D 1" X 1/8" GALV
GRATING, 19-W-4
REQ'D 1" X 1/8" GALV
GRATING, 19-W-4
REQ'D 1" X 1/8" GALV
EQUAL EQUAL
4'-0"
3'-6"
WALKWAY SPAN
REQ'D GALV STEEL 50'
2'-1"
REQ'D C7X14.75 (2) PLACES
ANCHORING EACH C7
EMBEDMENT. (2) REQ'D FOR
CONCRETE ANCHOR, 3" MIN
REQ'D 1/2" DIA MECHANICAL
GIRDERS
ANCHOR WALKWAY
EXISTING CONCRETE TO
SAWCUT NOTCH INTO
GRATING TREAD W/ RISER BAR
REQ'D 1" X 1/8" GALV STEEL
U.S. SIDE ONLY
REQ'D FLASH BOARD HOOK,
REQ'D U.S. GALV GUSSET PLATE
GUSSET PLATE
REQ'D D.S. GALV
(TYP, FCM)
REQ'D W21X55 GIRDER
(TYP, FCM)
REQ'D W21X55 GIRDER
(TYP, FCM)
REQ'D W21X55 GIRDER
GIRDERS
ANCHOR WALKWAY
EXISTING CONCRETE TO
SAWCUT NOTCH INTO
S O
L
IC
IT
A T
IO
N N
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S
IG
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D B
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D A
T E
C O
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R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
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IS
S
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S
A AF
E
Y
Y
T
P S
C O
R
G I
N E
E R
S
D E
T R
O
S T
R I
C T
I n c r e a o f i t
S u b m
C P
S
V a l g i n e e r i
DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:07:42 AM 4/24/2019
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
A N
S I
SS301
T R
O
IT
M I
M
IC
H
IG
A N A
V E
D E
T R
O
IT
D
IS
T R
X K
B
S E
C T
IO
N S
F X
D P S
S .d g n
W A
L K
W A
Y P
IE
R R
E P
A
IR
F O
X R
IV
E R D
E P
E R
E D
A M
D E
P E
R E
W I
B R
O W
N C
O U
N T
Y
A P
R
IL
B
M E
L B
Y
A
W A
D Y
S Z
P
R O
S S
F X
D P
R E
Q U
IR
E D W
A L
K W
A Y S
P A
G1
SCALE: NTS
CAMBER ALL SPANS - TYPICAL
M
ID
S P
A N
C L
C L R
A
IL
IN
G
C L R
A
IL
IN
G
C L W
A L
K W
A Y
C L W
A L
K W
A Y
C L W
A L
K W
A Y
CERTIFIED FINAL - READY TO ADVERTISE
A7
SCALE: 1 1/2" = 1' 1' 2'0 6"SS101
A4
E6
RIGHT ABUTMENT
SCALE: 1/2" = 1' 0 2' 4'1'S-101
E1
CREST EL 587.4'
CONCRETE SPILLWAY
SLUICEWAY PIER #6
SCALE: 1/2" = 1' 0 2' 4'1'S-101
E7
TYPICAL CROSS BRACE SECTIONTYPICAL LACING SECTION CROSS BRACING SECTION @ PIER
EL. 593.79'
TOP OF GRATING
EL. 592.54'
TOP OF ABUTMENT
E3
SCALE: 1/2" = 1'S-101
E7
0 2' 4'1'
RIGHT ABUTMENT NOTCH
RISER BARS SHALL BE MIN 1/4" THICK AND SHALL BE OF A HEIGHT SUCH THAT NO GAPS EXISTS BETWEEN TREADS2.
STEP RISE SHOWN IS APPROXIMATE AND SHALL BE FIELD VERIFIED AND COORDINATED WITH ON SITE GOVERNMENT REPRESENTATIVE.1.
NOTE:
EL. 593.79'
TOP OF GRATING
U.S. SIDE D.S. SIDE
U.S. SIDE D.S. SIDE U.S. SIDE D.S. SIDE
NOTCH
SS502
F6
SS501
E1
SS501
E8
SS503
E6
SS503
E6
SS501
E5
SS301
E3
SS301
E3
"2 11 4" "2
11 "16
"2
"2
"2
1 3
7"
"16
L 3" X 3" X 3/8"
REQUIRED GALV
BRACING
REQUIRED CROSS
"2 11 4" "2
11 "4
7"
"4
"2
"16
L 3" X 3" X 3/8"
REQUIRED GALV
8 3/4" X 7" X 3/8" PLATE
REQUIRED DS GLAV
8 5/16" X 7" X 3/8" PLATE
REQUIRED DS GLAV
BRACING
REQUIRED CROSS
"2
3"
"2
"2
"4
"2
"2
"2
L 3" X 3" X 3/8"
REQUIRED GALV
9 1/4" X 7" X 3/8" PLATE
REQUIRED GLAV
"16
R 1 1/2"
6"
GALV BOLTS
HOLES FOR 3/8" DIA
REQUIRED 7/16" DIA
REQUIRED GIRDER
REQUIRED GIRDER
7"X4"X3/8"X9"
REQ'D GALV L
GALV PIPE HANDRAIL
REQUIRED 2" DIA STD
RECOMMENDATION
PER MANUFACTURER'S
EQUAL AT EACH HANDRAIL POST BOLTS
REQ'D GALV PIPE STRAP B-LINE 3180 OR
GALV STIFFENER PLATE
REQUIRED 3 15/16" X 1'-7 3/4" X 3/8"
PLATE 1/4" X 6"
REQUIRED GALV TOE
GALV GRATING 19-W-4
REQUIRED 1" X 1/8"
BAR: 3/16" X 2" X 2'-1"
REQUIRED GALV BENT
PLATE 1/4" X 6"
REQUIRED GALV TOE
GRATING 19-W-4
REQUIRED GALV 1" X 1/8"
GIRDER (TYP, FCM)
REQUIRED W21X55
GIRDER (TYP, FCM)
REQUIRED W21X55
GIRDER (TYP, FCM)
REQUIRED W21X55
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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D E
S C
R
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M A
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S
IZ
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S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S
A AF
E
Y
Y
T
P S
C O
R
G I
N E
E R
S
D E
T R
O
S T
R I
C T
I n c r e a o f i t
S u b m
C P
S
V a l g i n e e r i
DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:07:46 AM 4/24/2019
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
A N
S I
SS501
T R
O
IT
M I
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H
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A N A
V E
D E
T R
O
IT
D
IS
T R
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B
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D P S
S .d g n
CERTIFIED FINAL - READY TO ADVERTISE
W A
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R R
E P
A
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E P
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A M
D E
P E
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N T
Y
A P
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IL
B
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A
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P
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K W
A Y S
P A
N
C O
N N
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T
IO
N D
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A
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S
A1
SCALE: 6" = 1' 3"0 6"1-1/2"SS101
F4
A5
SCALE: 6" = 1' 3"0 6"1-1/2"SS101
G6
1/4
FCW
1/4
FCW
E1
CROSS BRACING CONNECTION
SCALE: 6" = 1' 3"0 6"1-1/2"SS301
B6
3/16
E5
SCALE: 3" = 1' 6"0 3" 1'SS301
A1HANDRAIL CONNECTION FLASH HOOK DETAIL
WRAP ALL FILLET WELDS2.
ALL HOLES 13/16" DIA FOR 3/4" DIA F3125 BOLTS W/ NUT AND WASHER1.
GENERAL SHEET NOTES
D.S. LACING CONNECTION U.S. LACING CONNECTION
"4
1 "
3'-0"
ANCHOR (TYP)
REQ'D 3/4" DIA EPOXY
CONCRETE PIER
REQ'D REINFORCED
HOLES
REQ'D 13/16" DIA
CONCRETE PIER
REQ'D REINFORCED
SOUND CONCRETE
EQUAL MIN-EMBEDMENT 8" INTO
REQ'D 3/4" DIA HILTI-HY 150 MAX-SD OR
REQ'D CONC PIER
ON ALL CORNERS OF
REQ'D 3/4" CHAMFER
REQ'D 50' WALKWAY SPAN
PRIOR TO GROUT PAD PLACEMENT
LOOSE CONCRETE UNDER BEARING
REQ'D REMOVAL OF ALL UNSOUND OR
REQ'D BEARING PLATE
REQ'D PTFE SLIDE BEARING
" CLEAR8
3APPROX 2
EXISTING CONCRETE PIER #6
M
IN
T Y
P
M
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(T
Y P
CONDUIT TO REMAIN
EXIST 1 1/2" DIA ELEC
"8 51'-1"8
34"8 34"8
51'-1
BEARING HOLE PATTERN.
FLANGE TO MATCH PTFE SLIDE
REQ'D SLOTTED HOLES IN W21
REQ'D PTFE UPPER SLIDE BEARING
REQ'D PTFE LOWER SLIDE BEARING
REQ'D BEARING PLATE W/ LEVELING NUT
8"
2" 2"
4"
2"4"2"
8"
HORIZONTAL SLOTS
REQ'D 13/16" DIA
BEARING: 8" X 6" X 7/32"
REQ'D PTFE UPPER SLIDE
8" X 5" X 1/2"
REQ'D GALV PLATE:
2"4"2"
8"
BEARING: 8" X 4" X 7/32"
REQ'D PTFE LOWER SLIDE
REQ'D 13/16" DIA HOLES
1 "
REQ'D PTFE UPPER SLIDE BEARING
REQ'D PTFE LOWER SLIDE BEARING
REQ'D BEARING PLATE W/ LEVELING NUT
"16 131"8
2"2"
4"4"
CONCRETE GROUT (2" MAX)
REQ'D NON-SHRINK
AS REQ'D BY CODE
CONDUIT TO WALKWAY BRACING
CONTRACTOR TO CLAMP EXIST
(TYP, FCM)
REQ'D W21X55 GIRDER
(TYP)
REQ'D BAR GRATING
(1 1/2" MAX)
REQ'D NON-SHRINK CONCRETE GROUT
MAX)
CONCRETE GROUT (1 1/2"
REQ'D NON-SHRINK
NEW REQ'D WALKWAY
SAWCUT DEEPER NOTCH FOR
CONTRACTOR REQUIRED TO
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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:07:50 AM 4/24/2019
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EXP END FIXED END
C L P
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PIER BEARING DETAIL
SCALE: 3" = 1' 6"0 3" 1'SS201
B1
B1
SCALE: 3" = 1' 6"0 3" 1'
C1
BEARING PLATE
CERTIFIED FINAL - READY TO ADVERTISE
PIER BEARING DETAIL
F6
A7
A6
SLUICE WAY BEARING
SCALE: 3" = 1' 6"0 3" 1'S-101
E7
PTFE UPPER SLIDE BEARING
B3
PTFE LOWER SLIDE BEARING
SNUG TIGHT TO PREVENT LOWER NUT FROM LOOSENING.
WITH THE TOP PLATE AND THEN BACK OFF 1/2 TURN. INSTALL UPPER NUT
INSTALLATION OF CONCRETE ANCHOR: INSTALL LOWER NUT IN CONTACT 2.
BEARING BARS.
GRATE PANELS TO INCLUDE BANDING BARS AT ENDS THAT MATCH SIZE OF
GRATING TO BE DISCONTINUOUS BETWEEN WALKWAY SPANS AND ALL BAR 1.
GENERAL SHEET NOTES
EL. 593.79
TOP OF BAR GRATE DECK
EL 591.92
EL 591.92
INTERFERENCE
TO AVOID CONDUIT
TOP OF PIER
BOTT OF KEYOUT
(M A
X
E M
B E
D M
E
REINSTALLED
WATER TO BE REMOVED AND
EXISTING FENCE PANEL OVER
REMOVED
EXISTING BRIDGE SPAN TO BE
TO BE REMOVED AND REINSTALLED
EXISTING FENCE PANEL OVER WATER
REINSTALLED
EXISTING GATE TO BE REMOVED AND
4'-0" 4'-0""2 13'-5
TO BACK OF EXISTING C15
EXISTING 3" DIA POST WELDED
4'-0"
"2 13'-5
4'-0"
OVER WATER
REINSTALLED FENCE PANEL
OVER WATER
REINSTALLED FENCE PANEL
REINSTALLED GATE
REQ'D 50' WALKWAY SPAN
EXISTING GATE
M
IN
REQ'D GRATING
REQ'D GIRDER
"16
"16
EXIST POST
REQ'D POST SLEEVE
CAP PLATE
REQ'D 1/4" x 3 1/2" DIA GALV
REQ'D CAP PLATE
REQ'D PIPE SLEEVE
"16
REQ'D 3/8" BENT PLATE
REQ'D 3/8" BENT PLATE
X 5 3/4"
3" DIA GALV SCH 40
REQ'D PIPE SLEEVE,
BOLTS
REQ'D (4) 3/4" DIA F3125
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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:07:53 AM 4/24/2019
O J E
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A
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EXISTING FENCE
SCALE: 3/4" = 1' 2'0 1' 4'SD301
A7
E6
SCALE: 3/4" = 1'SS301
E6
2'0 1' 4'
NOTE: GAP BETWEEN FENCE GATE AND WALKING SURFACE SHOULD BE KEPT AS CLOSE TO 2" MIN AS POSSIBLE
A8
SCALE: 3" = 1' 6"0 3" 1'SS503
GAP BETWEEN GATE AND GRATING SHOULD BE KEPT AS CLOSE TO 2" MINIMUM AS POSSIBLE.3.
FIELD VERIFY POST SPACING AND POST DIA PRIOR TO FABRICATION CONNECTION.2.
FENCE PANEL NOT SHOWN FOR CLARITY.1.
NOTE:
A5
SCALE: 6" = 1' 3"0 6"1-1/2"SS503
A8 SECTION POST SLEEVE DETAIL POST CONNECTION
C5
DETAIL 2
SCALE: 6" = 1' 3"0 6"1-1/2"SS503
A8
EXISTING FENCE RELOCATED
WEB OF GIRDER AND BOLTS NOT SHOWN FOR CLARITY1.
NOTE:
3/16
3/16
G
CL BOLT
CL BOLT
SS503
A8
SS503
A5
SS503
A5
4"
4"
1'-0"
1'-6"
1'-2"
3'-0"
8'-6"
REQ'D NOSE PLATE
(TYP)
SPACED 12" O/C
REQ'D #7 BAR
(TYP)
SPACED 12" O/C
REQ'D #7 BAR
MATCH EXISTING
PIER DIMENSIONS TO
REQ'D REINF CONC PIER,
REQ'D L4" X 4" X 3/8", FULL HEIGHT OF PIER
CONC.
WELD BACK OF ANGLE TO BE FLUSH WITH
BE ATTACHED TO ANGLE WITH ALL AROUND
ANCHOR, SPACED @ 12" C/C. ANCHORS TO
REQ'D 3/4" X 12" LONG HEADED CONC
MATCH EXISTING
PIER DIMENSIONS TO
REQ'D REINF CONC PIER,
REQ'D GRAB BAR (TYP)
SPACED 12" O/C
REQ'D #7 BAR
REQ'D NOSE PLATE
EXISTING SPILLWAY CONC
EPOXY GROUT. SEE SPEC SEC 03 16 00
EXISTING SPILLWAY APRON USING
REQ'D 2'-0" MIN EMBEDMENT INTO
LADDER RUNG
PIERS AT 1'-0" C/C
DOWNSTREAM SIDE OF ALL
REQ'D LADDER RUNGS AT
PIER SURFACE BEARING ON SPILLWAY
APPLIED UNDER REQ'D CONCRETE
REQ'D CONCRETE BONDING AGENT
REINFORCEMENT
REQ'D #7 PIER
SECTION 03 16 00
EPOXY GROUT SEE SPEC
SPILLWAY APRON USING
GROUTED INTO EXISTING
REQ'D #7 DOWEL TO BE
CONCRETE SPILLWAY
OF REQ'D PIER
DOWNSTREAM SIDE
OF REQ'D PIER
DOWNSTREAM SIDE
2'-6"4'-0"
2'-0"
" 1'-0"
3" HOOKS DOWN.
REQ'D 1" DIA STEEL ROD, WITH
3" HOOKS .
REQ'D 1" DIA STEEL ROD, WITH
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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:07:57 AM 4/24/2019
O J E
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T R
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B
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A
W A
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P
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R E
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T A
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S
C O
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COVER (MIN)
C O
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COVER (MIN)
(T Y
P
(TYP)
E M
B E
D M
E N
T
M
IN
RUNG
F1
SCALE: 3" = 1'
NOSE PLATE
6"0 3" 1'SB501
D1
SCALE: 3/4" = 1' 2'0 1' 4'SB501
A5
SCALE: 1" = 1' 0 1' 2'6"SB501
B4 REQ'D PIER SECTIONREQ'D PIER SECTION
F4
LADDER RUNG
SCALE: 1 1/2" = 1' 1' 2'0 6"SB501
A1
F6
SCALE: 1 1/2" = 1' 1' 2'0 6"SB501
GRAB BAR
DOWNSTREAM
UPSTREAM
D E
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L O
P M
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T
M
IN
E M
B E
D M
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T
M
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F8
LAP SPLICE
SCALE: 1" = 1' 0 1' 2'6"SB501
A5
GRAB BAR
EL. 592.54'
EL. 587.4'
SB501
F1
SB501
A1
SB501
A1
SB501
F4
SB501
F6
SB501
F8
PROJECT LOCATION
6' -
3/4 " E
DGE T
O E
DGE C
ONCETE
SLUICE WAY
DEPERE DAM,
PROJECT AREA
DEPERE DAM, RIGHT SPILLWAY
DEPERE DAM, LEFT SPILLWAY
RIGHT ABUTMENT
OVERHEAD UTILITY LINES
FISHING PLATFORM
PROJECT AREA
WATER MAIN
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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:08:00 AM 4/24/2019
O J E
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RR100
T R
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M I
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B1
SCALE: 1" = 100' 100' 200'0
CERTIFIED FINAL - READY TO ADVERTISE
A L E
S T
A T
E
LEGEND
WILLIAM STREET
TAIL PACE
JAMES STREET
LEWIS STREET
B R
O A
D W
A
H
G H
W A
Y
R E
E T
LOCK
S.L.W. EL. 586.66
S.L.W. EL. 576.8
ST. NORBERRYCOLL.
NICOLET
PAPER
CORP.
CLARIFIERS
H O
L D I
N D
AREA U.S. PROPERTY
2.039 ACRES
MAIN AVENUE
REID STREET
h
R E
E T
R E
E T
R E
E T
F O
X
R I
V E
R
DE
PERE
DAM
N
F L
O W
GEORGE STREET
F L
O W
N
AERIAL T
RANS.
CABLE
PRIVATE DAM
BRIDGE
ALLOVEZ
CLAUDE
F R
O
LOCATION
PROJECT
NOT TO SCALE
DE PERE DAM
SITE MAP
NOT TO SCALE
DE PERE, WISCONSIN
VICINITY MAP
SCALE IN MILES
0 10050 50
LOCATION MAP
MILWAUKEE
CHICAGO
M I C H I G A N
LAKE
SUPERI
OR
I O W A
N
M
IS
S I
S S
IP
PI
V
L
V E
R
F O
X
W I S
C O
N S
V E
R
FOX RIVER DAMS
PROJECT SITE
GREEN BAY
I L L I N O I S
W I S C O N S I N
M I C H I G A N
MICHIGAN
LAKE
REAL ESTATE PLAN
LEGEND
APPROX 0.490 ACRE
WORK AND STORAGE
BUILDING
P A
R K
IN
G
PARKING
BUILDING
BUILDING
BUILDING
W E
L L S P
A R
K
S O
U T
H F
R O
N T S
T R
E E
T
S O
U T
H B
R O
A D
W A
Y
LEWIS ST.
S O
U T
H B
R O
A D
W A
Y
N O
R T
H F
R O
N T S
T R
E E
T
MAIN AVE
CONTRACTOR SHALL AVOID THE WATER MAIN.2.
ACCESS IS MAINTAINED AT ALL TIMES WHEN OPEN.
ROAD & BIKE PATH SHALL BE REPAIRED AS NECESSARY SO SAFE PUBLIC
ALL TIMES TO MINIMIZE DAMAGE FROM CONSTRUCTION EQUIPMENT. THE
EQUIPMENT IS TRAVERSING OVER. THE SURFACE SHALL BE PROTECTED AT
FLAGGERS ON BOTH THE STREET AND THE BIKE PATH WHEN CONSTRUCTION
CONSTRUCTION EQUIPMENT IS PRESENT. PROVIDE BARRICADES AND
OPERABLE AT ALL TIMES UNLESS ACCESS IS RESTRICTED WHILE
SOUTH FRONT STREET & THE BIKE PATH IS TO REMAIN OPEN AND SAFELY 1.
GENERAL NOTES
APPROX 0.198 ACRE
ACCESS AGREEMENT
| FXDP_G-001 |
| FXDP_GI001 |
| FXDP_GC001 |
| FXDP_SD101 |
| FXDP_SD301 |
| FXDP_S-101 |
| FXDP_SS101 |
| FXDP_SS201 |
| FXDP_SS301 |
| FXDP_SS501 |
| FXDP_SS502 |
| FXDP_SS503 |
| FXDP_SB501 |
| FXDP_RR100 |
File details come from the government source that posted it.