88th Reserve Shoreline Stabilization Cert Final RTA Plans.pdf
PDF 12 MB Posted
- Attached to
- 88th Army Reserve Center (ARC)
- Solicitation number
- W911XK22B0004
About this file
This federal contract opportunity solicitation is seeking bids to make improvements to the 88th U.S. Army Reserve Center located in Duluth, Minnesota. Specifically, the solicitation calls for replacing portions of the facility's security fencing, constructing an armor stone revetment to stabilize the existing shoreline, and making upgrades to the parking lot. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Detroit under number W911XK22B0004. The selected contractor will be responsible for mobilizing to the job site, completing the specified construction work, and demobilizing once all work is finished. No other details are provided regarding response dates, award dates, pricing terms, or set asides.
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Other files
| File | Type | Posted |
|---|---|---|
| Bid Abstract W911XK22B0004.pdf | ||
| W911XK22B0004 0001.pdf | ||
| W911XK22B0004.pdf | ||
| 88th Reserve Shoreline Stabilization Cert Final RTA Specs.pdf |
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
SHORELINE REPAIR
DULUTH 88TH ARC
DULUTH, MN
ST. LOUIS COUNTY
W911XK21B0006
07JUN2022
DETROIT DISTRICT
of Engineers
US Army Corps
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PROJECT LOCATION:
BUD BERENDES, CHIEF, MASTER PLANNING 88TH ARMY RESERVE CENTER
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.
PHILLIP C. ROSS P.E.,CHIEF, ENGINEERING & CONSTRUCTION DIVISION
TIMOTHY C. SMITH P.E., CHIEF, DESIGN BRANCH
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DESTROYED BY THEIR OPERATIONS.
NOT SPECIFICALLY INDICATED FOR REMOVAL THAT IS DAMAGED OR
THE CONTRACTOR SHALL REPLACE, AT THEIR OWN EXPENSE, ANY ITEMS 5.
ALL ITEMS ARE EXISTING UNLESS NOTED AS REQUIRED. 4.
603.1 FEET ABOVE MEAN WATER LEVEL AT RIMOUSKI, QUEBEC.
DATUM 1985 (IGLD). ORDINARY HIGH WATER MARK (OHWM) ELEVATION IS
ELEVATIONS SHOWN ARE REFERENCED TO INTERNATIONAL GREAT LAKES 3.
SHOWN ARE IN U.S. SURVEY FOOT.
NORTH ZONE (2201). NORTH AMERICAN DATUM (NAD83). ALL COORDINATES
MINNESOTA STATE PLANE COORDINATE SYSTEM, LAMBERT PROJECTION,
THE GRID COORDINATE SYSTEM SHOWN IS REFERENCED TO THE 2.
THAT TIME.
BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT
THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY
THE EXISTING INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS 1.
GENERAL NOTES
GRID SPACE DETAIL IS LOCATED
SHEET ID, DETAIL IS ON
DETAIL CALL OUT
GRID SPACE SECTION IS LOCATED
SHEET ID, SECTION IS ON
SECTION CALL OUT DIRECTION OF SECTION CUT
SHEET ID, ELEVATION IS ON
GRID SPACE ELEVATION IS LOCATED
DIRECTION OF ELEVATION
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FENCE
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NOTE:
0 1' 2'6"
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GRAPHIC SCALETEXT SCALE
TO LOWER LEFT CORNER
AREA TITLE STARTS IN REFERENCE
LOCATION ON THE GRID THE DETAIL
INDICATOR IS FOUND ON THE SHEET
WHERE THE SECTION/DETAIL
THIS POINTS TO THE GRID LOCATION
INDICATOR IS FOUND
SHEET WHERE THE
THIS POINTS TO THE FIRST
NOTES SPECIFIC TO THIS DRAWING AREA TITLE
DRAWING AREA TITLE:
N
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SCALE: 1"=1'
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CONTRACTING OFFICER'S REPRESENTATIVECOR
DREDGED MATERIAL DISPOSAL FACILITYDMDF
CONFINED DISPOSAL FACILITYCDF
UNITED STATES COAST GUARDUSCG
CONTRACTING OFFICER REPRESENTATIVECOR
REQUIREDREQ'D
PLACEMENT STATIONPS
PERSONALLY OWNED VEHICLEPOV
ORDINARY LOW WATER MARKOLWM
ORDINARY HIGH WATER MARKOHWM
NOT TO SCALENTS
NATIONAL GEODETIC VERTICAL DATUMNGVD
MISCELLANEOUSMISC
MINIMUMMIN
MILITARY EQUIPMENT PARKINGMEP
MATERIALMAT'L
LOW WATER DATUMLWD
INTERNATIONAL GREAT LAKES DATUMIGLD
INCHESIN
GOVERNMENTGOVT
GOVERNMENT FURNISHED PROPERTYGFP
FOOTFT
EXISTINGEXIST
ELEVATIONELEV
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CUBIC YARDCY
CHANNEL STATIONC.S.
CENTERLINEC/L
APPROXIMATEAPPROX
ACTIVITY MAINTENANCE SUPPORT AREAAMSA
STANDARD ABBREVIATIONS
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SCALE: 1" = 40'
EXISTING CONDITIONS
40' 80'0
N
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POV PARKING LOT
ASPHALT
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ASPHALT
MEP PARKING LOT
CONCRETE
LIGHT POLE
LIGHT POLE
LIGHT POLE
LIGHT POLE
LIGHT POLE
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UNKNOWN AND MUST BE VERIFIED PRIOR TO THE START OF CONSTRUCTION.
LOCATION OF UNDERGROUND WIRING FOR EXISTING LIGHT POLES IS 2.
CONTRACTOR MUST FIELD VERIFY LOCATIONS OF EXISTING UTILITIES. 1.
GENERAL SHEET NOTES
EXISTING MINOR CONTOURS
OHWM
EDGE OF PAVEMENT
EXISTING MAJOR CONTOURS
INFILTRATION TRENCH
PROPERTY OUTLINE
INFILTRATION BASIN
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PARAGRAPH TITLED "TEMPORARY SECURITY FENCING AND GATES."
TRAFFIC. FOR ADDITIONAL DETAILS, SEE SPECIFICATION SECTION 32 31 13.53
ROUTE CAPABLE OF ACCOMMODATING ANTICIPATED CONSTRUCTION
FENCING MUST INCLUDE A GATE WITHIN THE ALLOWABLE MEP LOT ACCESS
THROUGH THE ALLOWABLE MEP LOT ACCESS ROUTE). THE TEMPORARY
PARKING LOT AND POV PARKING LOT TO THE SOUTHERN FENCE (EXTENDING
SECURITY FENCING FROM THE EXISTING FENCE SEPARATING THE MEP
THE ALLOWABLE WORK AND STORAGE AREA, PROVIDING CONTINUOUS
THE TEMPORARY FENCE MUST BE INSTALLED ON THE EASTERN EDGE OF 3.
INDICATED ON DETAIL F1 OF SHEET C-303.
FENCE LINE BASE MATERIAL MUST BE REMOVED TO ELEVATION AND SLOPE 2.
APPROXIMATE AND WILL NEED TO BE FIELD VERIFIED.
INDICATE THE EXISTING ARMOR STONE. THE AREA'S DEPICTED HEREIN ARE
ERODED AREAS OF THE REVETMENT. CONTOURS DEPICTED HEREIN DO NOT
ARMOR STONE PREVIOUSLY PLACED AS TEMPORARY REPAIR IN HIGHLY 1.
GENERAL SHEET NOTES
F Y
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POV PARKING LOT
EXISTING ASPHALT
MEP PARKING LOT
EXISTING ASPHALT
MEP PARKING LOT
EXISTING CONCRETE
LIGHT POLE
EXISTING LIGHT POLE
EXISTING LIGHT POLE
EXISTING GATE TO REMAININFILTRATION BASIN
DISTURB EXISTING
CONTRACTOR SHALL NOT
EXISTING MANHOLE
EXISTING CULVERT
EXITING INFILTRATION TRENCH
INFILTRATION TRENCH
REMOVED FOR PARKING LOT REPAIR
EXISTING SECTION OF PARKING LOT TO BE
SEE NOTE 2
MATERIAL TO BE REMOVED,
EXISTING FENCE AND BASE
200 TONS (SEE NOTE 1)
REMOVED AND STORED, APPROX
EXISTING ARMOR STONE TO BE
100 TONS (SEE NOTE 1)
REMOVED AND STORED, APPROX
EXISTING ARMOR STONE TO BE
SCALE: 1" = 40'
DEMOLITION
40' 80'0
N
EXISTING FENCE
EXISTING FENCE
EXISTING CULVERT
TEMPORARY SECURITY FENCE, SEE NOTE 3
FENCE, THE CONTRACTOR MUST INSTALL A
PRIOR TO DEMOLISHING THE EXISTING SECURITY
EXISTING GATE POST TO REMAIN
EXISTING VEHICLE GATE
EXISTING AMSA GATE
ARMOR STONE REMOVAL AND POTENTIAL REUSE
FENCE AND BASE MATERIAL REMOVAL
REPAIR, APPROX 13,100 SF
FULL-DEPTH PARKING LOT PATCH
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T
P S
C O
R P
S O
F E
N G
I N
E E
R S
D E
T R
O
S
T R
I C
T
I n c r e a s e P r o f it
.S u b m it
V E
C P
'S
V a lu e E n g in e e r
REQUIRED WORK TO TIE IN FENCE FOUNDATION TO EXISTING CONDITIONS.
CONTRACTOR SHALL NOT DISTURB EXISTING INFILTRATION TRENCH BEYOND 1.
GENERAL SHEET NOTES
F Y
D
U L
U T
H T
H
C -0
.d g n
A1
SCALE: 1" = 40'
REQUIRED ALIGNMENT & SHORELINE REVETMENT PLAN
40' 80'0
OHWM
Y=427279.15 X=2877950.83
Y=427373.032 X=2877907.190
Y=427615.595 X=2877854.355
Y=427640.164 X=2877853.512
Y=427654.293 X=2877857.639
Y=427669.361 X=2877870.292
Y=427676.73 X=2877884.07
EXISTING FENCE
N
EXISTING INFILTRATION BASIN.
CONTRACTOR SHALL NOT DISTURB
LINE AND REQUIRED ARMOR STONE.
MINIMUM 10' SPACING BETWEEN FENCE
LANDWARD LIMIT OF REVETMENT
LAKEWARD LIMIT OF MATTRESS STONE
LANDWARD EDGE OF REVETMENT CREST
LAKEWARD EDGE OF REVETMENT CREST
LAKEWARD EDGE OF REVETMENT
EXISTING INFILTRATION TRENCH
EXISTING LIGHT POLE (TYP)
EXISTING MANHOLE
EXISTING CULVERT
EXISTING FENCE
EXISTING AMSA GATE
EXISTING VEHICLE GATE
EXISTING GATE
REVETMENT CREST ALIGNMENT
EXISTING CULVERT
STA
. 0
+0
STA
. 1
+0
STA. 2
+00
STA. 3
+00
S T A . 4
S T A . 4
.5
EXISTING MINOR CONTOURS
OHWM
EXISTING MAJOR CONTOURS
EXISTING INFILTRATION TRENCH
PROPERTY OUTLINE
EDGE OF ARMOR STONE
REVETMENT
STATION ALIGNMENT
REVETMENT CREST CL &
C-303
H1
C-301
A1
C-302
A1
C-303
A1
F1
C-301
C-302
F1
C-302
K1
C-301
K1
B
C
D
E
F
G
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N
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S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L
R E
A D
Y T
O A
D V
E R
T
IS
E
S H
O R
E L
IN
E
R E
P A
IR
D U
L U
T H
T
H A
R C
D U
L U
T H
M
N
S T
L
O U
IS
C
O U
N T
Y
W X
K B
J U
N
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
O
P T
IO
N
U
O P
T
IO
N
P R
O
P
R K
IN
G
L O
T R
E P
A
IR
P L
A N
R E
Q U
IR
E
D F
E N
C E
A N
D
C-101
K V
IN
C
E N
T
A
J
IM
E N
S M
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 P
S O
F E
N G
I N
E E
R S
D E
T R
O
S
T R
I C
T
I n c r e a s e P r o f it
.S u b m it
V E
C P
'S
V a lu e E n g in e e r
PARAGRAPH TITLED "REQUIRED MAN-GATE".
DETAILS ON THE MAN-GATE, SEE SPECIFICATION SECTION 32 31 13.53
LOCATION MUST BE FIELD VERIFIED AND APPROVED BY THE COR. FOR
HEREIN AS PART OF THE REQUIRED SECURITY FENCING. THE EXACT
A MAN-GATE MUST BE INSTALLED IN THE GENERAL LOCATION INDICATED 2.
OTHERWISE NOTED.
CONTRACTOR SHALL NOT DISTURB EXISTING INFILTRATION TRENCH UNLESS 1.
GENERAL SHEET NOTES
F Y
D
U L
U T
H T
H
C -1
.d g n
A1
SCALE: 1" = 40'
REQUIRED FENCE AND PARKING LOT REPAIR PLAN
40' 80'0
EXISTING INFILTRATION BASIN.
CONTRACTOR SHALL NOT DISTURB
EXISTING INFILTRACTION TRENCH (SEE NOTE. 1)
OHWM
EXISTING INFILTRATION TRENCH
FENCE
PARKING LOT REPAIR
N
EXISTING CULVERT
EXISTING MANHOLE
REVETMENT CREST ALIGNMENT, SHOWN FOR REFERENCE
NOTE 2
REQUIRED MAN-GATE. SEE
APPROXIMATE LOCATION OF
EXISTING VEHICLE GATE
EXISTING VEHICLE GATE
EXISTING GATE POST
FENCE TO ATTACH TO
LEFT IN PLACE. NEW
EXISTING GATE POST
EXISTING AMSA GATE
EXISTING CULVERT
APPROX 13,100 SF
PARKING LOT PATCH REPAIR,
REQUIRED FULL-DEPTH
REQUIRED FENCE
EXISTING MINOR CONTOURS
OHWM
EXISTING MAJOR CONTOURS
EXISTING INFILTRATION TRENCH
PROPERTY OUTLINE
STA. 3
+00
STA. 2
+00
STA
. 1
+0
STA
. 0
+0
S T A . 4
.5
S T A . 4
STATION ALIGNMENT
REVETMENT CREST CL &
C-304
J1
C-304
A1
C-501
B
C
D
E
F
G
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K
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N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
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N D
A T
E
SHEET ID
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L
R E
A D
Y T
O A
D V
E R
T
IS
E
S H
O R
E L
IN
E
R E
P A
IR
D U
L U
T H
T
H A
R C
D U
L U
T H
M
N
S T
L
O U
IS
C
O U
N T
Y
W X
K B
J U
N
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
O
P T
IO
N
U
O P
T
IO
N
P R
O
Q U
IR
E
D R
E V
E T
M E
N T
C R
O S
S S
E C
T
IO
N S
C-301
K V
IN
C
E N
T
A
J
IM
E N
S M
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 P
S O
F E
N G
I N
E E
R S
D E
T R
O
S
T R
I C
T
I n c r e a s e P r o f it
.S u b m it
V E
C P
'S
V a lu e E n g in e e r
SLOPE MUST INTERLOCK DIRECTLY WITH THE REVETMENT ARMOR.
ARMOR STONE FOR THE TOE APRON PLACED FURTHEST UP THE REVETMENT 4.
DETAIL A1.
FOR LAKEWARD LIMITS OF THE REVETMENT FOOTPRINT, SEE SHEET C-001 3.
LAYER.
SIZE AND QUALITY REQUIREMENTS OF THE REVETMENT ARMOR STONE
THE OHWM. ARMOR STONE FOR THE TOE APRON MUST CONFORM TO THE
REVETMENT ARMOR STONE TOE APRON IS REQUIRED WHEN LAKEWARD OF 2.
LAYER.
REQUIRED BEDDING STONE PRIOR TO ESTABLISHING A MINIMUM 6" BEDDING
REVETMENT FOOTPRINT WHERE MOUNDING IS PRESENT. FILL VOIDS WITH
THE EXISTING RIPRAP MUST BE SPREAD OUT EVENLY WITHIN THE 1.
GENERAL SHEET NOTES
F Y
D
U L
U T
H T
H
C -3
.d g n
REVETMENT CREST
LANDWARD EDGE OF
REVETMENT CREST
LAKEWARD EDGE OF
OF REVETMENT
LANDWARD LIMIT
EXISTING GROUND
6" LAYER OF BEDDING STONE
ARMOR STONE LAYER
REQUIRED D50=3'
NON-WOVEN GEOTEXTILE
MATRESS STONE
1' LAYER OF
OF REVETMENT
LAKEWARD LIMIT
GRADE
EXISTING
C-001
A1
OF REVETMENT
LAKEWARD LIMIT
K1
SCALE: 1/4" = 1'
REVETMENT CROSS-SECTION AT STA 4+18.7
0 4' 8'2'
REVETMENT CREST
LANDWARD EDGE OF
REVETMENT CREST
LAKEWARD EDGE OF
ARMOR STONE LAYER
REQUIRED D50=3'
OF REVETMENT
LANDWARD LIMIT
EXISTING GROUND
6" LAYER OF BEDDING STONE
NON-WOVEN GEOTEXTILE
MATRESS STONE
1' LAYER OF
OF REVETMENT
LAKEWARD LIMIT
GRADE
EXISTING
ARMOR STONE LAYER
REQUIRED D50=3'
GRADE
EXISTING
POV LOT
INFILTRATION BASIN
LAKEWARD EDGE OF
REVETMENT CREST
LANDWARD EDGE OF
REVETMENT CREST
LAKEWARD EDGE OF
OF REVETMENT
LANDWARD LIMIT
OF REVETMENT
LAKEWARD LIMIT
SEE NOTE 4
MINIMUM 9'-0",
INFILTRATION BASIN
LANDWARD EDGE OF
NON-WOVEN GEOTEXTILE
EXISTING GROUND
C-001
A1
SCALE: 1" = 1'
REVETMENT CROSS-SECTION AT STA 3+92.3
F1 0 1' 2'6"
C-001
A1
A1
SCALE: 1/4" = 1'
REVETMENT CROSS-SECTION AT EXISTING INFLITRATION BASIN @ STA 3+19.3
0 4' 8'2'
EXISTING GROUND
6" LAYER OF BEDDING STONE
MATRESS STONE
1' LAYER OF
SEE NOTE 4
MINIMUM 9'-0",
SEE NOTE 4
MINIMUM 9'-0",
POV LOT
POV LOT
EXISTING GROUND
EXISTING GROUND
CL
CREST
REVENTMENT
OVERLAP
MIN GEOTEXTILE
3'-0"
3'-0"
NOTE: EXISTING RIPRAP STONE ALONG SHORELINE NOT SHOWN FOR CLARITY, SEE NOTE 1.
OVERLAP
MIN GEOTEXTILE
3'-0"
3'-0"
CREST ELEV 609.9'
OVERLAP
MIN GEOTEXTILE
3'-0"
3'-0"
1'-0"
3'-0"
1'-0"
3'-0"
1'-0"
3'-0"
NOTE: EXISTING RIPRAP STONE ALONG SHORELINE NOT SHOWN FOR CLARITY, SEE NOTE 1.
NOTE: EXISTING RIPRAP STONE ALONG SHORELINE NOT SHOWN FOR CLARITY, SEE NOTE 1.
4'-6" 4'-6"
CL
CREST
REVENTMENT
4'-6" 4'-6"
CL
CREST
REVENTMENT
OHWM 603.1
OHWM 603.1
B
C
D
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B M
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E D
B Y
C H
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D B
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D R
A W
N B
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D E
S
IG
N E
D B
Y
C O
N T
R A
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N O
S O
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IC
IT
A
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N N
O
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S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
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IP
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IO
N D
A T
E
SHEET ID
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
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N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L
R E
A D
Y T
O A
D V
E R
T
IS
E
S H
O R
E L
IN
E
R E
P A
IR
D U
L U
T H
T
H A
R C
D U
L U
T H
M
N
S T
L
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IS
C
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Y
W X
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T R
O
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M
I
M
IC
H
IG
A
N A
V E
D E
T R
O
IT
D
IS
T R
O
P T
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N
U
O P
T
IO
N
P R
O
Q U
IR
E
D R
E V
E T
M E
N T
C R
O S
S S
E C
T
IO
N S
C-302
K V
IN
C
E N
T
A
J
IM
E N
S M
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 P
S O
F E
N G
I N
E E
R S
D E
T R
O
S
T R
I C
T
I n c r e a s e P r o f it
.S u b m it
V E
C P
'S
V a lu e E n g in e e r
ARMOR STONE FOR THE TOE APRON PLACED FURTHEST UP THE REVETMENT 4.
GEOTEXTILE AND BEDDING STONE.
CHOKE VOIDS IN MATTRESS AND ARMOR STONES WHERE IN CONTACT WITH 3.
LAYER.
SIZE AND QUALITY REQUIREMENTS OF THE REVETMENT ARMOR STONE
THE OHWM. ARMOR STONE FOR THE TOE APRON MUST CONFORM TO THE
REVETMENT ARMOR STONE TOE APRON IS REQUIRED WHEN LAKEWARD OF 2.
LAYER.
REQUIRED BEDDING STONE PRIOR TO ESTABLISHING A MINIMUM 6" BEDDING
REVETMENT FOOTPRINT WHERE MOUNDING IS PRESENT. FILL VOIDS WITH
THE EXISTING RIPRAP MUST BE SPREAD OUT EVENLY WITHIN THE 1.
GENERAL SHEET NOTES
F Y
D
U L
U T
H T
H
C -3
.d g n
C-001
A1
K1
SCALE: 1/4" = 1'
REVETMENT CROSS-SECTION @ STA 2+22.6
0 4' 8'2'
C-001
A1
E1
SCALE: 1/4" = 1'
REVETMENT CROSS-SECTION @ STA 0+89.6
0 4' 8'2'
REVETMENT CREST
LAKEWARD EDGE OF
REVETMENT CREST
LANDWARD EDGE OF
REVETMENT CREST
LAKEWARD EDGE OF
REVETMENT CREST
LANDWARD EDGE OF
C-001
A1
A1
SCALE: 1/4" = 1'
REVETMENT CROSS-SECTION @ STA 0+63.9
0 4' 8'2'
FENCE
ARMOR STONE LAYER
REQUIRED D50=3'
GRADE
EXISTING
MATRESS STONE
1' LAYER OF
REVETMENT CREST
LANDWARD EDGE OF
REVETMENT CREST
LAKEWARD EDGE OF
OF REVETMENT
LANDWARD LIMIT
OF REVETMENT
LAKEWARD LIMIT
6" LAYER OF BEDDING STONE
NON-WOVEN GEOTEXTILE
EXISTING GROUND
EXISTING INFILTRATION TRENCH
SEE NOTE 4
MINIMUM 9'-0",
OF REVETMENT
LANDWARD LIMIT
EXISTING GROUND
6" LAYER OF BEDDING STONE
MATRESS STONE
1' LAYER OF
ARMOR STONE LAYER
REQUIRED D50=3'
OF REVETMENT
LAKEWARD LIMIT GRADE
EXISTING
OF REVETMENT
LANDWARD LIMIT
EXISTING GROUND
6" LAYER OF BEDDING STONE
MATRESS STONE
1' LAYER OF
ARMOR STONE LAYER
REQUIRED D50=3'
OF REVETMENT
LAKEWARD LIMIT
GRADE
EXISTING
NON-WOVEN GEOTEXTILE
NON-WOVEN GEOTEXTILE
SEE NOTE 4
MINIMUM 9'-0",
SEE NOTE 4
MINIMUM 9'-0",
PARKING LOT
EXISTING MEP
MEP PARKING LOT
FENCE
FENCE
MEP PARKING LOT
3'-0"
3'-0"
3'-0"
3'-0"
NON-WOVEN GEOTEXTILE
NON-WOVEN GEOTEXTILE
SIDE OF AGGREGATE
EXTEND 1'-0" ON EITHER
NON-WOVEN GEOTEXTILE,
AGGREGATE
1'-0" ON EITHER SIDE OF
GEOTEXTILE, EXTEND
NON-WOVEN
SEE NOTE 3.
MATTRESS STONE,
CHOKE ARMOR AND
SEE NOTE 3.
MATTRESS STONE,
CHOKE ARMOR AND
AGGREGATE
1'-0" ON EITHER SIDE OF
GEOTEXTILE, EXTEND
NON-WOVEN
NECESSARY
WITH STONE AS
GEOTEXTILE
COVER
NOTE: EXISTING RIPRAP STONE ALONG SHORELINE NOT SHOWN FOR CLARITY, SEE NOTE 1.
NOTE: EXISTING RIPRAP STONE ALONG SHORELINE NOT SHOWN FOR CLARITY, SEE NOTE 1.
CREST ELEV 609.9'
CREST ELEV 609.9'
NOTE: EXISTING RIPRAP STONE ALONG SHORELINE NOT SHOWN FOR CLARITY, SEE NOTE 1.
AND ARMOR STONE
BETWEEN FENCE
MIN 10' SPACING
CREST ELEV 609.9'
3'-0"
OVERLAP
MIN GEOTEXTILE 3'-0"
3'-0"
OVERLAP
MIN GEOTEXTILE
3'-0"
3'-0"
OVERLAP
MIN GEOTEXTILE
3'-0"
CL
CREST
REVENTMENT
1'-0"
3'-0"
4'-6" 4'-6"
CL
CREST
REVENTMENT
4'-6" 4'-6"
CL
CREST
REVENTMENT
3'-0"
1'-0"
3'-0"
1'-0"
OHWM 603.1
OHWM 603.1
OHWM 603.1
AND ARMOR STONE
BETWEEN FENCE
MIN 10' SPACING
AND ARMOR STONE
BETWEEN FENCE
MIN 10' SPACING
C-304
F1
B
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SHEET ID
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A
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S I Z
E
M A
R K
D E
S C
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IP
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N D
A T
E
SHEET ID
P
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D U
C T
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N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L
R E
A D
Y T
O A
D V
E R
T
IS
E
S H
O R
E L
IN
E
R E
P A
IR
D U
L U
T H
T
H A
R C
D U
L U
T H
M
N
S T
L
O U
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C
O U
N T
Y
W X
K B
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N
T R
O
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M
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C -3
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LIMITS OF EXCAVATION
COMPACTED CLAY 3" BASE AGGREGATE
THICKNESS
LAYER
SEEDING 4"
TOPSOIL &
4" THICK CONCRETE SLAB
FENCE LINE
ALIGNMENT AS EXISTING
NEW FENCE AT SAME
EXISTING GROUND
C-302
A1
SCALE: 1" = 1'
FENCE CROSS-SECTION: SOUTHERN FENCE LINE
E1 0 1' 2'6"
TOPSOIL & SEEDING 4" LAYER THICKNESS
THE FENCE LINE
UNSECURED SIDE OF
LAKE ON THE
DRAINAGE TOWARD THE
MUST MAINTAIN POSTIVE
COMPACTED CLAY FILL
C-101
A1
A1
SCALE: 1/4" = 1'
ELEVATION: FENCE LINE
0 4' 8'2'
REVETMENT CREST
LAKEWARD EDGE OF
REVETMENT CREST
LANDWARD EDGE OF
FENCE CROSS-SECTION NEAR GATE
SCALE: 1/2" = 1'
J1C-101
A1
0 2' 4'1'
10'-0"9'- 1/4 " 10'-0" 10'-0"
TO ATTACH
POST, NEW FENCE
EXISTING GATE
GATE GEOMETRY
DOES NOT DEPICT ACTUAL
FOR REFERENCE ONLY,
EXISTING GATE, IMAGE IS
EXISTING GROUND
POV LOT
MEP LOT
5'-9 1/2 " 7'-1"
INFILTRATION BASIN
BASE AGGREGATE
TOPSOIL & SEEDING 4" LAYER THICKNESS
EXISTING GROUND
605.5 AT THIS LOCATION
ELEV VARIES APPROX 605.7 TO
COMPACTED CLAY FILL
ELEV 606.0
CORNER POST
FROM LAKEWARD
CONTINUOUS SLOPE
GATE POST ON A
MERGE INTO EXISTING
GRADE ELEVATION TO
CONCRETE SLAB-ON-
AGGREGATE
1'-0" ON EITHER SIDE OF
GEOTEXTILE, EXTEND
NON-WOVEN
AGGREGATE
1'-0" ON EITHER SIDE OF
GEOTEXTILE, EXTEND
NON-WOVEN
3'-0"
3'-0"
NECESSARY
WITH STONE AS
GEOTEXTILE
COVER
NON-WOVEN GEOTEXTILE
EXISTING GROUND
EXISTING GROUND
GROUND
EXISTING
THE REQUIRED REVETMENT
REQUIREMENTS FOR MATTRESS STONE OF
STONE. USE STONE THAT MEETS SPECIFIED
TO EXISTING INFILTRATION BASIN WITH
ARMOR COMPACTED CLAY SLOPE ADJACENT
2'-0"4"
2'-0"
4"
3'-2"
2.5
FENCE ALONG SHORELINE
SECTION OF REQUIRED
REQ'D ELEV 606.0 FOR
604.0 2.5
NOTE: EXISTING RIPRAP STONE ALONG SHORELINE NOT SHOWN FOR CLARITY, SEE NOTE 1.
CREST ELEV 609.9'
2% SLOPE TO REVETMENT
2.5
2.5
GATE POST
GRADE AT NEAREST
SLOPE TO EXISTING
4'-6"4'-6"
CL
CREST
REVENTMENT
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ARMOR STONE FOR THE TOE APRON PLACED FURTHEST UP THE REVETMENT 3.
LAYER.
REQUIRED BEDDING STONE PRIOR TO ESTABLISHING A MINIMUM 6" BEDDING
REVETMENT FOOTPRINT WHERE MOUNDING IS PRESENT. FILL VOIDS WITH
THE EXISTING RIPRAP MUST BE SPREAD OUT EVENLY WITHIN THE 2.
LANDWARD OF THE TOE APRON LIMITS.
APRON DUE TO THE CLOSE PROXIMITY OF THE OHWM AND TRANSITIONING
LAYER. DETAIL H1 OF THIS SHEET DEPICTS A REDUCED ARMOR STONE TOE
SIZE AND QUALITY REQUIREMENTS OF THE REVETMENT ARMOR STONE
THE OHWM. ARMOR STONE FOR THE TOE APRON MUST CONFORM TO THE
REVETMENT ARMOR STONE TOE APRON IS REQUIRED WHEN LAKEWARD OF 1.
GENERAL SHEET NOTES
F Y
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C -3
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C-001
A1
C-001
A1
MINIMUM 9'-0", SEE NOTE 3
ARMOR STONE LAYER
REQUIRED D50=3'
GRADE
EXISTING
MATRESS STONE
1' LAYER OF
OF REVETMENT CREST
SOUTHERN TERMINATION
OF REVETMENT
LAKEWARD LIMIT
H1
SCALE: 1/2" = 1'
REVETMENT TERMINATION CROSS-SECTION AT NORTHERN LIMITS
A1
SCALE: 1/2" = 1'
REVETMENT TERMINATION CROSS-SECTION AT SOUTHERN LIMITS
0 2' 4'1'
0 2' 4'1'
BEDDING STONE
6" LAYER OF
NON-WOVEN GEOTEXTILE
OF REVETMENT CREST
NORTHERN TERMINATION
ARMOR STONE LAYER
REQUIRED D50=3'
ARMOR STONE TOE APRON, SEE NOTE 1
MATRESS STONE
1' LAYER OF
GRADE
EXISTING
OF REVETMENT
LAKEWARD LIMIT
NON-WOVEN GEOTEXTILE
BEDDING STONE
6" LAYER OF
CREST ELEV 609.9'
3'-0" MIN
OVERLAP
GEOTEXTILE 3'-0" MIN
NOTE: EXISTING RIPRAP STONE ALONG SHORELINE NOT SHOWN FOR CLARITY, SEE NOTE 2.
NOTE: EXISTING RIPRAP STONE ALONG SHORELINE NOT SHOWN FOR CLARITY, SEE NOTE 2.
610CREST ELEV 609.9'
3'-0" MIN 3'-0" MIN
OVERLAP
GEOTEXTILE
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SPECIFICATION SECTION 32 17 23 FOR PAVEMENT MARKING REQUIREMENTS.
THICK LINES. REPLACE EXISTING MARKINGS WITH SAME LAYOUT. SEE
CONFIRM EXISTING PARKING STALLS ARE APPROXIMATELY 9’ BY 18.5’ WITH 4”-1.
GENERAL SHEET NOTES
F Y
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C
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AS EXISTING CONDITIONS REQUIRE
REMOVE AND REPLACE DISTURBED SUBGRADE
EXISTING PAVEMENT
SAWCUT AND REMOVE
1' 2'0 6"
/2
2'-0"
1'-0"
EXISTING BITUMINOUS COURSE
EXISTING STABILIZED AGGREGATE
EXISTING COMPACTED SUBGRADE
EXTEND AGGREGATE BASE
A7
BUTT JOINT CONNECTION TO EXISTING PAVEMENT
SCALE: 1 1/2" = 1'
NOTE: APPLY TACK AND PRIME COATS AS REQUIRED BY SPECIFICATION SECTION 32 12 13.
1' 2'0 6"A16
BITUMINOUS PAVING
SCALE: 1 1/2" = 1'
PREPARE EXISTING SUBGRADE AS REQUIRED BY SPECIFICATION SECTION 32 11 23.2,
APPLY TACK AND PRIME COATS AS REQUIRED BY SPECIFICATION SECTION 32 12 13.1.
NOTE:
EXISTING COMPACTED SUBGRADE
(SEE DETAIL NOTE 2)
PREPARE EXISTING SUBGRADE
AGGREGATE BASE COURSE
PRIME COAT (SEE DETAIL NOTE 1)
HMA SURFACE COURSE
EXISTING BITUMINOUS COURSE
/2
EXISTING STABILIZED AGGREGATE
EXISTING COMPACTED SUBGRADE
SEE CD101 FOR LIMITS
1' 2'0 6"A1
DEMOLITION: PAVEMENT
SCALE: 1 1/2" = 1'
VERIFY EXISTING CONDITIONS IN THE FIELD DURING DEMOLITION.
EXITING CONDITIONS ARE BASED ON HISTORIC AS-BUILT DRAWINGS. NOTE:
REQ'D DEMOLITON
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V a lu e E n g in e e r
PLACED ON THE OPPOSITE SIDE OF THE SECURE AREA.
SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE
WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE 2.
RECOMMENDED INSTALLATION INSTRUCTIONS FROM THE MANUFACTURE.
EMBED POSTS IN CONCRETE BASES IN ACCORDANCE WITH THE 1.
GENERAL SHEET NOTES
F Y
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C -5
.d g n
H1
SCALE: 1/2" = 1'
BRACE PANEL DETAIL
A1
SCALE: 1/2" = 1'
CHAIN-LINK SECURITY FENCE DETAIL
E11
SCALE: 2" = 1'
LINE POST EXTENSION ARM
E15
CORNER POST EXTENSION ARM
J11
BRACE RAIL CLAMP DETAIL
J15
ATTACHMENT
TOP OR BRACE RAIL
L11
END POST DETAIL
L15
TENSION BAND DETAIL
N11
TRUSS ROD AND BAND
FLUSH (TYP)
3/8" PLAIN PIN RIVETED FLUSH (TYP)
3/8" PLAIN PIN RIVETED
4" FROM TOP AND BOTTOM OF FABRIC)
TENSION BAND (15" OC MAX AND WITHIN
FABRIC
EACH FABRIC LINK
TENSION BAR TO ENGAGE
TENSION BAR
CARRIAGE BOLT TENSION WIRE
BARBED-WIRE OR
TENSION BAND
(3/8" MIN DIA)
TRUSS ROD
FABRIC
(2' OC MAX)
9 GAGE STEEL TIE WIRES
CONCRETE BASE
(3/8" MIN DIA)
TRUSS ROD
EXTENSION ARMS
BARBED-WIRE APRON ON
3 STRAND
TOP RAIL
BRACE RAIL
TRUSS ROD
OR PULL POST
CORNER, END
LINE POST
LINE POST
(9 GAE, 2" MESH)
CHAIN-LINK FABRIC
BOTTOM OF FABRIC
TENSION WIRE
GRADE
CONCRETE. SEE NOTE 1
POST EMBEDDED IN
LINE POST
BRACE RAILS
PULL POST
TRUSS ROD TRUSS ROD
BRACE RAILS
LINE POST
TOP RAIL
NOTE: PROVIDE BRACE PANEL WHENEVER STRAIGHT RUNS EXCEED 500 FT.
0 2' 4'1'
0 2' 4'1'
0 6" 1'3" 0 6" 1'3"
0 6" 1'3"0 6" 1'3"
0 6" 1'3" 0 6" 1'3"
0 6" 1'3"
ON BOTH SIDES OF THE FENCE LINE.
CONCRETE SLAB MUST EXTEND 1'
BELOW FENCING TO BE REPLACED.
REQ'D CONCRETE SLAB ON GRADE
ON BOTH SIDES OF THE FENCE LINE.
CONCRETE SLAB MUST EXTEND 1 FT
BELOW FENCING TO BE REPLACED.
REQ'D CONCRETE SLAB ON GRADE
SLAB JOINT DETAIL
SCALE: 1/2" = 1'
A11
0 2' 4'1'
FENCE POST FOUNDATION
ELINE ON CETNER WITH EACH
PREPENDICULAR TO FENC
1/2" EXPANSION JOINTS
POST FOUNDATION
AROUND EACH FENCE
1/2" ISOLATION JOINT
FOUNDATION
FENCE POST
FENCE CL
FENCE POST
SPACING BETWEEN EXPANSION JOINTS
CONTRACTION JOINTS AT EQUAL
BE: 2'-0" MIN / 4'-0" MAX
CONTRACTION JOINTS MUST
EXPANSION AND
TYPICAL SPACING BETWEEN
CONCRETE SLAB
FENCE POST
FOUNDATION
FENCE POST
POST FOUNDATION
AROUND EACH FENCE
1/2" ISOLATION JOINT
BASE
3" AGGREGATE
CONCRETE SLAB
A17
SCALE: 1 1/2" = 1'
SECTION
1' 2'0 6"
1'-0" 1'-0"
1 FT
F
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1F T
IN
6I N T
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7.
5I
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IN
T Y
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10'-0"10'-0"
M A
X
16" MIN DIA
F
A B
R
IC
H E
IG
H
T
10'-0"10'-0"
16" MIN DIA
C-501
A17
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.d g n
40' 80'0
OHWM
Y=427691.45
X=2877901.43 Y=427693.64
X=2877913.35
Y=427653.66
X=2877934.43
Y=427778.69
X=2878197.07
Y=427763.64
X=2878204.24
Y=427638.90
X=2877942.21
Y=427611.55
X=2877956.63
Y=427544.32
X=2877956.44
Y=427384.55
X=2877996.53
Y=427378.82
X=2878027.06
Y=427364.41
X=2877956.80
Y=427354.71
X=2878015.20
Y=427300.44
X=2878041.04
Y=427279.06
X=2877997.43
Y=427263.80
X=2877965.36
Y=427520.01
X=2878323.64
Y=427504.96
X=2878330.81
ALLOWABLE WORK AND STORAGE
ALLOWABLE POV LOT ACCESS ROUTE
ALLOWABLE MEP LOT ACCESS ROUTE
WITH THE FACILITY'S REPRESENTATIVE.
THE CONTRACTOR MUST COORDINATE ACCESS THROUGH THE AMSA GATE 3.
ANTICIPATED CONSTRUCTION TRAFFIC.
WITHIN THE ALLOWABLE MEP LOT ACCESS ROUTE TO ACCOMMODATE THE
AS PART OF THE REQUIRED WORK, THE CONTRACTOR MUST INSTALL A GATE 2.
ROUTE.
EMPTIED DELIVERIES MAY EXIT THROUGH THE ALLOWABLE POV LOT ACCESS
UNLOADED WITHIN THE ALLOWABLE WORK AND STORAGE AREA, ALL
MEP LOT ACCESS ROUTE. ONCE THE DELIVERED MATERIAL HAS BEEN
DELIVERIES MUST ONLY BE BROUGHT ON SITE THROUGH THE ALLOWABLE
ROUTE FOR MOBILIZING AND DEMOBILIZING HEAVY EQUIPMENT. MATERIAL
THE CONTRACTOR IS PROHIBITED FROM USING THE POV LOT ACCESS 1.
GENERAL SHEET NOTES
A1
REAL ESTATE PLAN
SCALE: 1" = 40'
N
OHWM
AMSA GATE
MEP LOT ACCESS (APPROX 0.243 ACRE)
WORK AND STORAGE (APPROX 0.655 ACRE)
POV LOT ACCESS (APPROX 0.111 ACRE)
PROPERTY OUTLINE
OHWM
| FY21DULUTH88TH - G-001 |
| FY21DULUTH88TH - G-002 |
| FY21DULUTH88TH - V-101 |
| FY21DULUTH88TH - CD101 |
| FY21DULUTH88TH - C-001 |
| FY21DULUTH88TH - C-101 |
| FY21DULUTH88TH - C-301 |
| FY21DULUTH88TH - C-302 |
| FY21DULUTH88TH - C-304 |
| FY21DULUTH88TH - C-303 |
| FY21DULUTH88TH - C-305 |
| FY21DULUTH88TH - C-501 |
| FY21DULUTH88TH - RR101 |
| 2022-06-08T09:57:09-0500 | |
| BERENDES.BUD.F.1380959239 |
| 2022-06-09T14:50:42-0400 | |
| SMITH.TIMOTHY.CHRISTEN.1367166050 |
| 2022-06-09T14:51:01-0400 | |
| SMITH.TIMOTHY.CHRISTEN.1367166050 |
File details come from the government source that posted it. Updated .