Attachment 1 LE conceptual drawings.pdf
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- RECOVERY--Y--Recovery--Lock and Dam 3 Lower Embankment Improvements-Request for Qualifications
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- W912ES-09-R-0026
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Request for Proposal (Phase II) Lock and Dam #3 Lower Embankment Improvements
Design‐Build Procurement
September 2009
Attachment 1 – Conceptual Drawings
U.S. ARMY CORPS OF ENGINEERS
St. Paul District
W912ES‐09‐R‐0026
M A R S H L A K E
G A N T E N B E I N
L A K E
O
E
DAM
EARTH DIKE A
LOCK
LOADING DOCK
VISITOR PARKING LOT
ENTRANCE ROAD
CENTRAL CONTROL STATION
GATE
SITE ACCESS ROAD
BLUFF
BLUFF
BLUFF
A
B C D
E F G H
A B C D E F G
St. Paul District
DRAWING NUMBER:
SHT OF
H
PLATE NO.
L/D 10
L/D 9
L/D 1
L/D 2 L/D 3
L/D 5
L/D 7
L/D 4
L/D 5A L/D 6
L/D 8
MINOT
ROCHESTER
MANKATO
BRAINERD
BEMIDJI
DULUTH
ST. PAULS.A.F. L/D’S
SCALE IN MILES
0 200
STATE BOUNDARIES
RIVERS & LAKES
DISTRICT BOUNDARIES
NATIONAL BOUNDARIES
PROJECT
LOCATION
MINNEAPOLIS
L/D LOCK AND DAM
IOWA
SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
100 100
DEVIL’S
LAKE
LAKE OF
THE WOODS
UPPER
RED LAKE
LOWER
RED LAKE
LAKE
ITASCA
CASS
LAKE
LAKE
WINNIBIGOSHISH
GRAND RAPIDS
LEECH
LAKE
MILLE
LACS
LAKE
R
LAKE
PEPIN
ST.CLOUD
MICHIGAN
LAKE
ASHTABULA
EAU CLAIRE
MADISON
PORTAGE
N
LEGEND
LOCATION MAP
LAKE
DARLING
GRAND
FORKS
VALLEY
CITY
A
B C D
E F G H
A B C D E F G
St. Paul District
DRAWING NUMBER:
SHT OF
H
N
SCALE IN FEET
0 700 1400700
VICINITY MAP
SCALE: 1" = 700’
GENERAL CROSS-REFERENCING SYMBOLS
ABBREVIATIONS
GENERAL LEGEND
VIEW SUBTITLE
(CENTERED UNDER
EACH VIEW)
SECTION/DETAIL TITLE
ON SAME DRAWING
(CENTERED UNDER
SECTION/DETAIL)
SECTION/DETAIL TITLE
ON ANOTHER DRAWING
(CENTERED UNDER
SECTION/DETAIL)
SECTION CUT W/
VIEW SHOWN ON
SAME DRAWING
SECTION CUT W/
VIEW SHOWN ON
ANOTHER DRAWING
DETAIL SYMBOL W/
VIEW SHOWN ON
SAME DRAWING
DETAIL SYMBOL W/
VIEW SHOWN ON
ANOTHER DRAWING
FRONT SIDE
SECTION
ELEVATION
TOP
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
A
DETAIL/SECTION
99/999
EXIST.
F.F.
GALV.
I.F.
LG.
MAX.
MIN.
MISC.
N.F.
O.F.
S.S.
T & B
TYP.
U.N.O.
UG
EXISTING
FAR FACE
GALVANIZED
INSIDE FACE
LONG
MAXIMUM
MINIMUM
MISCELLANEOUS
NEAR FACE
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TOP AND BOTTOM
TYPICAL
UNLESS NOTED OTHERWISE
UNDERGROUND
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CONTROL CENTER LINE
CURB & GUTTER
CLEAR COVER
CONSTRUCTION JOINT
CONCRETE
CONTRACTION JOINT
DIAMETER
EACH FACE
APPROX.
ALT. W/
ALUM.
BIT.
BOT.
C/L
C&G
C.J.
CONC.
CONTR. JT.
E.F.
E.J.
EL.
E.W.
CMP CORRUGATED METAL PIPE
FES FLARED END SECTION
L/W
R/W
LANDWARD
RIVERWARD
EXPANSION JOINT
ELEVATION
EACH WAY
CL./CLR
DIA./0
DRAWINGDWG.
HT. HEIGHT
NO. NUMBER
O.C. / O/C
SAN. SANITARY
SPEC. SPECIFICATIONS
WM
W WIDTH
WATER MAIN
MIR. MIRRORED
* UNLESS OTHERWISE NOTED ON EACH SHEET
FILL
CUT
97-41M
BORING LOCATION
AND NUMBER
WATERMAIN
P.I. POINT
MANHOLE
CATCHBASINCB
WATER VALVE
FIRE HYDRANT
REMOVED BUILDINGS
EXISTING
SANITARY SEWER
EXISTING
STORM SEWER
NEW
SANITARY SEWER
NEW STORM SEWER
LEVEE
DWG OUTLINE
AND NUMBER
EXISTING
OVERHEAD P0WER
EXISTING UNDER-
GROUND DUCT
EXISTING GAS
EXISTING ELECTRICAL
SSOPPGE
GENERAL NOTES:
WSAN
M E
R C
.D G
N
A
B C D
E F G H
A B C D E F G
St. Paul District
D a te
A p p r.
D e s c r ip ti o n S y m b o l
D A
T E
S
C A
L E
C A
D D
F
IL
E N
A M
E
S O
L N
O
A E
A P
P R
O V
IN
G
O F
F
IC
IA
L
C
H E
C K
E D
D E
S
IG
N E
D
D R
A W
N
C H
E C
K E
D
D E
S
IG
N E
D
ED-D ED-H
DRAWING NUMBER:
SHT OF
H
S T
P
A U
L D
IS
T
R
IC
T
C O
R P
S O
F E
N G
I N
E E
R S
S T
P
A U
L
M
IN
N E
S O
T A
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
D R
A W
IN
G
I N
D E
X
D R
A W
IN
G
I N
D E
X A
N D
L E
G E
N D
SHEETPILE
SHEET NO XX
RIPRAP
ARTICULATE CONCRETE
MAT (ACM)
1. TIE DIAGRAMS AND DETAILS DESCRIPTIONS OF HORIZONTAL AND
VERTICAL CONTROL POINTS ARE AVAILABLE FROM THE ST. PAUL
DISTRICT OFFICE (651) 290-5596.
2. ORIGINAL DATA COMPILED NAD 83 US FOOT.
3. ALL ELEVATIONS/SHEETS FOR THE RFP SHOULD BE NOTED AS
1912 M.S.L. FOR DESIGN/BUILD - ALL ELEVATIONS SHALL BE
UPDATED TO 1988.
4. WISCONSIN ORIGINAL DATA FROM 1998 GROUND SURVEYS.
5. ORIGINAL SOUNDING DATA FROM 1998 SOUNDINGS.
6. MINNESOTA DATA DIGITIZED FROM MAPPING.
7. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND
LOCATION OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE.
THE CONTRACTOR IS RESPONSIBLE FOR MAKING THE DETERMINATION
AS TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY
TO AVOID DAMAGE TO THESE UTILITIES.
8. COORDINATES BASED ON WISCONSIN STATE PLANE GRID SYSTEM,
CENTRAL ZONE.
REAL ESTATE LIMITS
LIMITS OF WORK
A
B C D
E F G H
A B C D E F G
St. Paul District
D a te
A p p r.
D e s c r ip ti o n S y m b o l
D A
T E
S
C A
L E
C A
D D
F
IL
E N
A M
E
S O
L N
O
A E
A P
P R
O V
IN
G
O F
F
IC
IA
L
C
H E
C K
E D
D E
S
IG
N E
D
D R
A W
N
C H
E C
K E
D
D E
S
IG
N E
D
ED-D ED-H
DRAWING NUMBER:
SHT OF
H
S T
P
A U
L D
IS
T
R
IC
T
C O
R P
S O
F E
N G
I N
E E
R S
S T
P
A U
L
M
IN
N E
S O
T A
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
PLATE NO.
J U
L Y
L D
O
L O
W E
R E
M B
A N
K M
E N
T
W
E L
C H
M
N
DESCRIPTIONDRAWING NO.
CONSTRUCTION DRAWING INDEX
PRODUCT I.D.SHEET
001MERG005001
002MERC005002
003MERC105003
003BMEPC105003B
003BMEPC105003C
004MEPC105004
004AMEPC105004A
004BMEPC105004B
005MEPC105005
006MEPC105006
007MEPC105007
008MEPC105008
009MEPC105009
010MEPC105010
011MEPC105011
020AMEPC305020A
021MEPC305021
022MEPC305022
023MEPC305023
024MEPC105024
025MEPC105025
026MEPC105026
027MEPC105027
028MEPC105028
031MEPC105031
032MEPC105032
033MEPC105033
034MEPC305034
035MEPC305035
040MEPS305040
041MEPS105041
042MEPS305042
043MEPS305043
GENERAL
LOCATION AND VICINITY MAPS
DRAWING INDEX
GENERAL PLAN
WORK LIMIT TABLES (1 OF 2)
WORK LIMIT TABLES (2 OF 2)
EMBANKMENTS STAGE 1 - CIVIL
STAGE 1 - GENERAL PLAN
STAGE 1 - EMBANKMENT PLAN VIEW STA 36+00 TO STA 48+00
STAGE 1 - EMBANKMENT PLAN VIEW STA 48+00 TO STA 60+00
STAGE 1 - EMBANKMENT PLAN VIEW STA 60+00 TO STA 72+00
STAGE 1 - EMBANKMENT PLAN VIEW STA 72+00 TO STA 84+00
STAGE 1 - EMBANKMENT PLAN VIEW STA 84+00 TO STA 96+00
STAGE 1 - EMBANKMENT PLAN VIEW STA 96+00 TO STA 108+00
STAGE 1 - EMBANKMENT PLAN VIEW STA 108+00 TO STA 120+00
STAGE 1 - EMBANKMENT PLAN VIEW STA 120+00 TO STA 125+90
STAGE 1 - SPOT DIKE PLAN VIEW STA S4+00 TO STA S13+30
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
STAGE 1 - TYPICAL SECTIONS 207-211
STAGE 1 - TYPICAL SECTIONS 101-103
STAGE 1 - TYPICAL SECTIONS 104-106
STAGE 1 - TYPICAL SECTIONS 107-110
EMBANKMENTS STAGE 2 - CIVIL
STAGE 2 - GENERAL PLAN
STAGE 2 - EMBANKMENT PLAN VIEW STA 0+00 TO STA 12+00
STAGE 2 - EMBANKMENT PLAN VIEW STA 12+00 TO STA 24+00
STAGE 2 - EMBANKMENT PLAN VIEW STA 24+00 TO STA 36+00
STAGE 2 - EMBANKMENT PLAN VIEW STA 36+00 TO STA 48+00
NOT USED
NOT USED
STAGE 2 - EMBANKMENT PLAN VIEW STA 84+00 TO STA 96+00
STAGE 2 - EMBANKMENT PLAN VIEW STA 96+00 TO STA 108+00
STAGE 2 - TYPICAL SECTIONS 201-206
STAGE 2 - TYPICAL SECTIONS 207-211
STAGE 2 - TYPICAL SECTIONS 212-214
NAVIGATION SAFETY GUIDEWALL - CIVIL
NOT USED
NOT USED
EMBANKMENTS STAGE 1 - STRUCTURAL
NOT USED
NOT USED
CONCRETE APRON - SECTIONS
MARSH LAKE OUTLET - PLAN & SECTIONS
MARSH LAKE GATEWELL - PLANS, SECTION
CONCRETE APRON - SECTIONS AND DETAILS
NAVIGATION SAFETY GUIDEWALL - STRUCTURAL
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NON-SELECTED ALTERNATIVES
NOT USED
NOT USED
NOT USED
NOT USED
3b
3c
4a
4b
20a
B C D
E F G H
A B C D E F G
St. Paul District
DRAWING NUMBER:
SHT OF
H
3b
03b 53
PLATE NO.
B C D
E F G H
A B C D E F G
St. Paul District
DRAWING NUMBER:
SHT OF
H
3c
03c 53
M A R S H L A K E
G A N T E N B E I N
L A K E
O
E
DAM
EARTH DIKE A
LOCK
LOADING DOCK
VISITOR PARKING LOT
ENTRANCE ROAD
CENTRAL CONTROL STATION
GATE
SITE ACCESS ROAD
BLUFF
BLUFF
BLUFF
A
B C D
E F G H
A B C D E F G
St. Paul District
DRAWING NUMBER:
SHT OF
H
N
SCALE IN FEET
0700 700 1400
PLATE NO. 10
CONCEPTUAL DRAWING - DETAILED DESIGN
TO BE DEVELOPED BY CONTRACTOR
700700
700700
36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00
STATION
TOP OF EMBANKMENT
EXISTING GROUND LINE
BEGIN STAGE 1
STA 36+55
S= -0.10 S= -0.10
S= 0.00
LIMITS OF WORK
EMBANKMENT
CONTROL LINE
A
B C D
E F G H
A B C D E F G
St. Paul District
DRAWING NUMBER:
SHT OF
H
4a
SCALE IN FEET
050 50 100
PROFILE
PLAN VIEW - STAGE 1
4a
60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00
STATION
EXCAVATION LIMITS
SHEETPILE
TOP OF EMBANKMENT
GANTENBEIN SPILLWAY
TOP OF SPILLWAY
EXISTING GROUND LINE
S = 0.00
S= -0.08
S= -0.08
S= 0.00
S= 0.00 a 72+00a 71+50a 69+50 a 70+00 a 70+50 a 71+00a 69+00
LIMITS OF WORK
LIMITS OF WORK
WL-39
WL-42
WL-43
WL-122
WL-121
WL-118
WL-116
WL-113
WL-112
WL-111
WL-37
WL-36
WL-120
WL-119
WL-40
WL-41
WL-117
WL-115
WL-114
A
B C D
E F G H
A B C D E F G
St. Paul District
DRAWING NUMBER:
SHT OF
H
PLAN VIEW
SCALE IN FEET
050 50 100
PROFILE
- STAGE 1
CONCEPTUAL DRAWING - DETAILED DESIGN
TO BE DEVELOPED BY CONTRACTOR
STATION EQUATION
STA. 67+46.02 = STA. a 68+93.43
700700
700700
BOTTOM OF SHEETPILE
GANTENBEIN SPILLWAY
TOP OF SPILLWAYEXISTING GROUND LINE
S= 0.08
S = 0.00
EXCAVATION LIMITS
a 72+00 a 72+50 a 73+00 a 73+50 a 74+00 a 74+50 a 75+00 a 75+50 a 76+00 a 76+50 a 78+00 a 78+50 a 79+00 a 79+50 a 83+50a 83+00a 82+50a 82+00a 81+50a 81+00a 80+50a 80+00a 77+50a 77+00 a 84+00
PLATE NO.
FLOW
EMBANKMENT CONTROL LINE
SCALE IN FEET
050 50 100
PROFILE
A
B C D
E F G H
A B C D E F G
St. Paul District
DRAWING NUMBER:
SHT OF
H
PLAN VIEW - STAGE 1
NOTES:
1. ADD SINUOSITY TO GANTENBEIN SPILLWAY ALIGNMENT
BETWEEN STA. 67+00 TO 86+50 TO APPROXIMATELY
FOLLOW EXISTING SHORELINE WITHOUT CREATING EXCESSIVE
FLOW CONCENTRATIONS.
2. ADD CHINKING TO RIPRAP ON RIVERWARD SLOPE ALONG
GANTENBEIN SPILLWAY 20’ WIDE AT 200’ INTERVALS.
3. LARGE WOODY DEBRIS (WHOLE TREES WITH ROOTS ATTACHED)
WILL BE PLACED ON THE RIVERWARD SLOPE OF THE SPILLWAYS
FROM EL. 672.0 DOWN THE SLOPE TO NEAR THE TOE OF THE
ROCK. THE WOODY DEBRIS WILL BE ANCHORED ON TOP OF THE
SPILLWAY SLOPE WITH ADDITIONAL ROCK. TWO TO THREE
TREES PER INSTALLATION WILL BE PLACED TOGETHER AND
ANCHORED WITH ROCK. TWO ROWS OF WOODY DEBRIS
INSTALLATIONS WILL BE STAGGERED ALONG THE SPILLWAY,
SPACED 200’ APART ALONG THE SPILLWAY AND 30’ APART
LATERALLY ALONG THE SLOPE OF THE SPILLWAY.
4. CLEAR & GRUB 15’ FROM OUTSIDE EDGE OF CONSTRUCTION
FEATURES.
5. ALL ELEVATIONS ARE 1912 MSL.
700700
700700
88+00 88+50
EXISTING GROUND LINE
END STAGE 1
STA 86+50
GANTENBEIN SPILLWAY
SHEETPILE
TOP OF SPILLWAY
a 84+00 a 84+50 a 85+00 a 85+50 a 86+00 a 86+50 a 87+00 a 87+50 a 89+00 a 89+50 a 96+00a 95+50a 95+00a 94+50a 94+00a 93+50a 93+00a 92+50a 92+00a 91+50a 91+00a 90+50a 90+00
FLOW
LIMITS OF MUSSELS
LIMITS OF WORK
EMBANKMENT
CONTROL LINE
WL-48
WL-106
LIMITS OF WORK
SCALE IN FEET
050 50 100
PROFILE
A
B C D
E F G H
A B C D E F G
St. Paul District
DRAWING NUMBER:
SHT OF
H
PLAN VIEW - STAGE 1
700700
700700
99+00 99+50 100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00
STATION
SHEETPILE SHEETPILE
MARSH LAKE OUTLET
EXCAVATION LIMITS
TOP OF EMBANKMENT
EXISTING GROUND LINE
BEGIN STAGE 1
STA 105+00
S= 0.04
S = 0.00 a 97+00a 96+50 a 97+50 a 98+00 a 98+50a 96+00
EXISTING GROUND LINE
WL-55
WL-97
WL-96
WL-94
WL-95
A
B C D
E F G H
A B C D E F G
St. Paul District
DRAWING NUMBER:
SHT OF
H
SCALE IN FEET
050 50 100
PROFILE
PLAN VIEW - STAGE 1
B C D
E F G H
A B C D E F G
St. Paul District
DRAWING NUMBER:
SHT OF
H
NOTES:
1. ELEVATION VARIES, SEE PROFILE.
20a
20a
CONCEPTUAL DRAWING - DETAILED DESIGN
TO BE DEVELOPED BY CONTRACTOR
01020304050 -10 -20 -30 -40 -50
EL. 672.0
23 EMBANKMENT
CONTROL LINE
660 660
700700
EXISTING GROUND LINE
TYPICAL SECTION
STA. 36+85 TO 44+40
4a
CLEAR AND GRUB 15’ FROM OUTSIDE
EDGE OF CONSTRUCTED FEATURE
BACKFILL WITH
EXCAVATED
MATERIAL
BACKFILL WITH
EXCAVATED
MATERIAL
EL.679.0
1V ON 3H
GEOTEXTILE
GEOMEMBRANE
6" FILTER
12" RIPRAP
24" RIPRAP
12" FILTER
6" FILTER
15’ 15’
EL. 676.0
01020304050 -10 -20 -30 -40 -50
209TYPICAL SECTION
660 660
700700
EL. 670.0
EL. 675.0
EMBANKMENT
CLEAR AND GRUB 15’ FROM OUTSIDE
EDGE OF CONSTRUCTED FEATURE
STA. 44+50 TO 51+30 4a
GEOMEMBRANE
6" FILTER
12" RIPRAP
24" RIPRAP
12" FILTER
6" FILTER
EL.678.0
EXISTING
GROUND
LINE
1V ON 3H
GEOTEXTILE
15’ 15’
BACKFILL WITH
EXCAVATED
MATERIAL
BACKFILL WITH
EXCAVATED
MATERIAL
01020304050 -10 -20 -30 -40 -50
EL. 672.0
23 EMBANKMENT
660 660
700700
EXISTING GROUND LINE
4b
CLEAR AND GRUB 15’ FROM OUTSIDE
EDGE OF CONSTRUCTED FEATURE
1V ON 3H
GEOTEXTILE
GEOMEMBRANE
6" FILTER
12" RIPRAP
24" RIPRAP
12" FILTER
6" FILTER
EL.VARIES
15’ 15’
BACKFILL WITH
EXCAVATED
MATERIAL
BACKFILL WITH
EXCAVATED
MATERIAL
EL. 676.0
STA. 51+50 TO 62+50
NOTES:
A
B C D
E F G H
A B C D E F G
St. Paul District
DRAWING NUMBER:
SHT OF
H
21CONCEPTUAL DRAWING - DETAILED DESIGN
TO BE DEVELOPED BY CONTRACTOR
1. ELEVATION VARIES, SEE PROFILE.
2. PRELIMINARY SHEET PILE LENGTHS.
01020304050 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100
EL. 668.0
EL. 676.0
27" RIPRAP W/14" FILTER
1V ON 1H
GEOTEXTILE
GEOMEMBRANE
6" STRIPPING
SEE NOTE 1
STA. 65+00 TO 66+57
EL.645.0
SHEETPILE
STA 66+09 TO 66+57 ONLY
EMBANKMENT FILL
EXISTING GROUND LINE
EMBANKMENT FILL
15’
10’
7.5’
12" RIPRAP
6" FILTER
CLEAR & GRUB
15’ FROM OUTSIDE
EDGE OF
CONSTRUCTED FEATURE
20" FILTER
40" RIPRAP
01020304050 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150
SHEETPILE
EXCAVATE TO EL. 667.0
GANTENBEIN SPILLWAY
STA. 66+72 TO 74+00
5-6
ALTERNATE 1 (LONG BENCH) SECTION
15’
EMBANKMENT
CONTROL LINE
BACKFILL
1V ON 3H
EMBANKMENT FILL
LIMITS OF MUSSELS
EXISTING GROUND LINE
EXCAVATION
RIPRAP APPROX. 42" W/24" FILTER
EL. 645.0
12" GRANULAR FILTERACM
CLEAR & GRUB 15’ FROM
OUTSIDE EDGE OF
CONSTRUCTED FEATURE
EL. 651.0
01020304050 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150
LIMITS OF MUSSELS
1V ON 3H
EMBANKMENT FILL
SHEETPILE
EL. 645.0
EMBANKMENT
CONTROL LINE
GANTENBEIN SPILLWAY
STA. 74+00 TO 86+50
6-7
EXCAVATION
EXCAVATE TO EL. 667.0
EXISTING GROUND LINE
ALTERNATE 2 (SHORT BENCH) SECTION
15’
BACKFILL
12" GRANULAR FILTERACM
RIPRAP APPROX. 42" W/24" FILTER
CLEAR & GRUB 15’ FROM
OUTSIDE EDGE OF
CONSTRUCTED FEATURE
EL. 651.0
B C D
E F G H
A B C D E F G
St. Paul District
DRAWING NUMBER:
SHT OF
H
NOTES:
1. INCREASE RIPRAP BY 50% IF
PLACED UNDERWATER.
A
B C D
E F G H
A B C D E F G
St. Paul District
DRAWING NUMBER:
SHT OF
H
A
B C D
E F G H
A B C D E F G
St. Paul District
DRAWING NUMBER:
SHT OF
H
CONTROL LINE
VARIES
EXCAVATE & BACKFILL10’
5’
CHINK WITH AGGREGATE SURFACE MATERIAL
1’ 1’
A DETAIL
5’ 5’
NOT TO SCALE
CONCEPTUAL DRAWING - DETAILED DESIGN
TO BE DEVELOPED BY CONTRACTOR
20a,21-23
33-35
RIPRAP THICKNESS VARIES
010203040506070 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 -160 -170 -180 -190 -200
EL. 684.0
EL.662.0
EXCAVATION
SEE NOTE 1
BACKFILL
EXCAVATION
DIKE
CONTROL LINECLEARING LIMIT
EXISTING GROUND LINE
4" TOPSOIL
& SEED
TYPICAL SECTION 107
6" AGGREGATE
EMBANKMENT
FILL
4" TOPSOIL & SEED
12" RIPRAP
6" FILTER
18" RIPRAP
9" FILTER
6" FILTER
20’
2’ 2’
10’
RAISED EMBANKMENT
STA. 116+06 TO 120+04
M A R S H L A K E
G A N T E N B E I N
L A K E
O
E
DAM
EARTH DIKE A
LOCK
LOADING DOCK
VISITOR PARKING LOT
ENTRANCE ROAD
CENTRAL CONTROL STATION
GATE
SITE ACCESS ROAD
BLUFF
BLUFF
BLUFF
A
B C D
E F G H
A B C D E F G
St. Paul District
DRAWING NUMBER:
SHT OF
H
N
SCALE IN FEET
0700 700 1400
710710
710710
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00
EXISTING GROUND LINE
BEGIN STAGE 2
STA 0+00
BOTTOM OF DITCH
TOP OF EMBANKMENT
S = 0.00
S= 0.0000
S = 0.00
S = 0.00
S= -0.03 S= -0.07 S= -0.07
S= 0.00
S= -0.01
5’ DITCH
SCALE IN FEET
050 50 100
A
B C D
E F G H
A B C D E F G
St. Paul District
DRAWING NUMBER:
SHT OF
H
PROFILE
PLAN VIEW - STAGE 2
EMBANKMENT CONTROL LINE
DITCH
SEE NOTE 1
LIMITS OF WORK
NOTE:
1. SEE APPENDIX K, FOR REAL ESTATE MAPS.
2. ALL ELEVATIONS ARE 1912 MSL.
WL-144
WL-143
WL-142
WL-141
WL-140
WL-139 WL-138
WL-11
WL-14
WL-13
WL-12
WL-15
WL-16
WL-17
700700
700700
36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00
STATION
END STAGE 2
STA 36+55
TIE INTO
STAGE 1 WORK
TOP OF EMBANKMENT
EXISTING GROUND LINE
BEGIN STAGE 1
STA 36+55
S= -0.10
S= 0.00
S= -0.10
S= 0.00
TIE INTO STAGE 1 WORK
LIMITS OF WORK
LIMITS OF WORK
A
B C D
E F G H
A B C D E F G
St. Paul District
DRAWING NUMBER:
SHT OF
H
SCALE IN FEET
050 50 100
PROFILE
PLAN VIEW - SATGE 2
700700
700700
88+00 88+50
EXISTING GROUND LINE
BEGIN STAGE 2
STA 86+50
TIE INTO STAGE 1 WORK
END STAGE 1
STA 86+50
GANTENBEIN SPILLWAY
SHEETPILE
TOP OF SPILLWAY
S = 0.08 a 84+00 a 84+50 a 85+00 a 85+50 a 86+00 a 86+50 a 87+00 a 87+50 a 89+00 a 89+50 a 96+00a 95+50a 95+00a 94+50a 94+00a 93+50a 93+00a 92+50a 92+00a 91+50a 91+00a 90+50a 90+00
EMBANKMENT CONTROL LINE
TIE INTO STAGE 1 WORK
LIMITS OF WORK
LIMITS OF WORK
WL-49
WL-50
WL-51
WL-105
WL-104
SCALE IN FEET
050 50 100
PROFILE
A
B C D
E F G H
A B C D E F G
St. Paul District
DRAWING NUMBER:
SHT OF
H
PLAN VIEW- STAGE 2
NOTES:
1. ALL ELEVATIONS ARE 1912 MSL.
700700
700700
99+00 99+50 100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00
SHEETPILE SHEETPILE
MARSH LAKE OUTLET
EXCAVATION LIMITS
TOP OF EMBANKMENT
EXISTING GROUND LINE
BEGIN STAGE 1
STA 105+00
END STAGE 2
STA 105+00
TIE INTO STAGE 1 WORK
TOP OF EMBANKMENT
S= 0.1000
S= 0.08 S= 0.04
S = 0.00
S = 0.00 a 97+00a 96+50 a 97+50 a 98+00 a 98+50a 96+00
EXISTING GROUND LINE
FLOW
WARP
TIE INTO STAGE 1 WORK
EMBANKMENT
CONTROL LINE
LIMITS OF MUSSELS
LIMITS OF WORK
LIMITS OF WORK
WL-52
WL-53
WL-54
WL-103
WL-102
WL-101
WL-100
WL-99
WL-98
SCALE IN FEET
050 50 100
PROFILE
A
B C D
E F G H
A B C D E F G
St. Paul District
DRAWING NUMBER:
SHT OF
H
PLAN VIEW - STAGE 2
B C D
E F G H
A B C D E F G
St. Paul District
DRAWING NUMBER:
SHT OF
H
NOTES:
1. ELEVATION VARIES, SEE PROFILE.
RIVER SIDE
0 10 20 30 40 50-10-20-30-40-50
60-60-70
0 10 20 30 40 50-10-20-30-40-50
60-60-70
0 10 20 30 40 50-10-20-30-40-50
60-60-70
0 10 20 30 40 50-10-20-30-40-50
60-60-70
0 10 20 30 40 50-10-20-30-40-50
60-60-70
0 10 20 30 40 50-10-20-30-40-50
60-60-70
GEOTEXTILE
GEOMEMBRANE
TYPICAL SECTION
STA. 0+00 TO 9+00
STA. 9+00 TO 14+70
STA. 14+70 TO 17+20
STA. 17+20 TO 25+40
STA. 25+40 TO 28+24
STA. 28+24 TO 32+75
25-26
26-27
5’
15’15’ 5’
DITCH
10’
DITCH
5’
DITCH
5’
DITCH
5’
DITCH
5’
DITCH
5’
DITCH
18" RIPRAP
9" FILTER
6" FILTER
12" RIPRAP
6" FILTER EXCAVATION
EXCAVATION
GEOMEMBRANE
GEOTEXTILE
EL. VARIES
SEE NOTE 1
EL. VARIES
SEE NOTE 1
EMBANKMENT
CONTROL LINE
1V ON 3H
EL. 676.0
1V ON 1H
CLEAR & GRUB 15’
FROM OUTSIDE
EDGE OF
CONSTRUCTED FEATURE
CLEAR & GRUB
15’ FROM OUTSIDE
EDGE OF
CONSTRUCTED FEATURE
EXISTING
GROUND LINE
1V ON 1H
EXISTING GROUND LINE
4" TOPSOIL
& SEED
EL. VARIES
SEE NOTE 1
EMBANKMENT
CONTROL LINE
4" TOPSOIL & SEED
EL. 680.0
1V ON 3H
6" STRIPPING
6" AGGREGATE SURFACEEMBANKMENT FILL
EMBANKMENT
CONTROL LINE
4" TOPSOIL & SEED
EL. VARIES
SEE NOTE 1
4" TOPSOIL
& SEED
EMBANKMENT FILL 6" AGGREGATE
SURFACE
6" STRIPPING
EXISTING GROUND LINE
EXISTING GROUND LINE
EMBANKMENT
CONTROL LINE
4" TOPSOIL & SEED
EL. VARIES
SEE NOTE 1
6" AGGREGATE
SURFACE
6" STRIPPING
EMBANKMENT FILL
EL. VARIES
SEE NOTE 1
1V ON 3H
EXISTING GROUND LINE
4" TOPSOIL & SEED
EMBANKMENT
CONTROL LINE
1V ON 3H
EL. 680.0
6" STRIPPING
EXCAVATION
6" AGGREGATE
SURFACE
6" STRIPPING
EL. VARIES
SEE NOTE 1
4" TOPSOIL & SEED
EMBANKMENT FILL
EL. VARIES
SEE NOTE 1
1V ON 3H
EL. VARIES
SEE NOTE 1
4" TOPSOIL
& SEED
EL. VARIES
SEE NOTE 1
EMBANKMENT
CONTROL LINE
1V ON 3H
RIVER SIDE
4" TOPSOIL
& SEED
EL. VARIES
SEE NOTE 1
EXCAVATION
15’
12" RIPRAP
6" FILTER
6" FILTER
18" RIPRAP
9" FILTER
15’
15’ 15’15’
15’
15’
15’
15’ 15’
CLEAR & GRUB
15’ FROM OUTSIDE
EDGE OF
CONSTRUCTED FEATURE
CLEAR & GRUB 15’
FROM OUTSIDE
EDGE OF
CONSTRUCTED FEATURE
1’ 10’ 1’
10’
12’
12’
10’
12’
10’
CLEAR & GRUB 15’
FROM OUTSIDE
EDGE OF
CONSTRUCTED FEATURE
CLEAR & GRUB 15’
FROM OUTSIDE
EDGE OF
CONSTRUCTED FEATURE
CLEAR & GRUB 15’
FROM OUTSIDE
EDGE OF
CONSTRUCTED FEATURE
CLEAR & GRUB
15’ FROM OUTSIDE
EDGE OF
CONSTRUCTED
FEATURE
CLEAR & GRUB
15’ FROM OUTSIDE
EDGE OF
CONSTRUCTED
FEATURE
CLEAR & GRUB
15’ FROM OUTSIDE
EDGE OF
CONSTRUCTED FEATURE
CLEAR & GRUB
15’ FROM OUTSIDE
EDGE OF
CONSTRUCTED FEATURE
CLEAR & GRUB
15’ FROM OUTSIDE
EDGE OF
CONSTRUCTED
FEATURE
B C D
E F G H
A B C D E F G
St. Paul District
DRAWING NUMBER:
SHT OF
H
NOTES:
1. ELEVATION VARIES, SEE PROFILE.
CONCEPTUAL DRAWING - DETAILED DESIGN
TO BE DEVELOPED BY CONTRACTOR
0 10 20 30 40 50-10-20-30-40-50
60-60-70
27-28
STA. 32+75 TO 36+96
5’
CLEAR & GRUB
15’ FROM OUTSIDE
EDGE OF
CONSTRUCTED FEATURE
15’
CLEAR & GRUB 15’
FROM OUTSIDE
EDGE OF
CONSTRUCTED FEATURE
15’10’
EXISTING GROUND LINE
6" FILTER, TYPE 1
EXCAVATIONGEOMEMBRANE
GEOTEXTILE
4" TOPSOIL & SEED
EL. 676.0
EL. 676.0
RIVER SIDE
4" TOPSOIL
& SEED
EMBANKMENT
CONTROL LINE
EL. 682.0
12" RIPRAP
6" FILTER
18" RIPRAP
9" FILTER
B C D
E F G H
A B C D E F G
St. Paul District
DRAWING NUMBER:
SHT OF
H
STA. 100+50 TO 105+00
1. ELEVATION VARIES, SEE PROFILE.
2. STA. 64+00 TO 65+00 AND 86+50 TO
91+25, ELEVATION 651.0. STA. 91+50
TO 93+75, ELEVATION 656.0.
3. STA. 100+50 TO 102+70, ELEVATION
676.0. STA. 103+06 TO STA. 105+00,
ELEVATION 680.0.
NOTES:
CONCEPTUAL DRAWING - DETAILED DESIGN
TO BE DEVELOPED BY CONTRACTOR
01020304050 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150
LIMITS OF MUSSELS
EL. 676.0
EL. 665.0
GEOTEXTILE
EMBANKMENT
FILL
EL. 667.0
EL. 678.0
BACKFILL
SEE NOTE 21
STA. 64+00 TO 65+00
STA. 86+80 TO 93+75
24" RIPRAP
12" FILTER
18" RIPRAP
9" FILTER
EXCAVATION
15’
15’
CLEAR & GRUB 15’ FROM OUTSIDE
EDGE OF CONSTRUCTED FEATURE
10’
5’
12" RIPRAP
6" FILTER
6" FILTER
CLEAR & GRUB
15’ FROM OUTSIDE EDGE OF
CONSTRUCTED FEATURE
EXCAVATION
EXISTING GROUND LINE
32 STA 99+50 TO 100+50
01020304050 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 -160 -170 -180 -190 -200
EL. 676.0
213TYPICAL SECTION
EL. 667.0
EXCAVATION
EXISTING GROUND LINE
EL. 662.0
BACKFILL
CONTROL LINE
EMBANKMENT
EMBANKMENT
FILL
STA. 94+50 TO 99+00 31-32
GEOTEXTILE
EL. 678.0
15’
15’
CLEAR & GRUB 15’ FROM OUTSIDE
EDGE OF CONSTRUCTED FEATURE
5’
10’
6" FILTER
12" RIPRAP
24" RIPRAP
12" FILTER
6" FILTER
CLEAR & GRUB
15’ FROM OUTSIDE EDGE OF
CONSTRUCTED FEATURE
01020304050 -10 -20 -30 -40 -50 -60
680 EL. 676.0
EL. 668.0
EL. 667.0
EMBANKMENT
FILL
EXCAVATION
EMBANKMENT
32 STA 99+50 TO 100+50
EXISTING
GROUND LINE
BACKFILL
4" TOPSOIL
& SEEDEL. 678.0
1V ON 3H
4" TOPSOIL
& SEED
GEOTEXTILE
GEOMEMBRANE
EXCAVATION
24" RIPRAP
12" FILTER
6" FILTER
15’ 15’
CLEAR & GRUB 15’ FROM OUTSIDE
EDGE OF CONSTRUCTED FEATURE
10’
12" RIPRAP
6" FILTER
01020304050 -10 -20 -30 -40 -50 -60 -70
EL. 668.0
CONTROL LINE
EL. 667.0
EXCAVATION
EMBANKMENT
FILL
EMBANKMENT
BACKFILL EXISTING GROUND LINE
4" TOPSOIL
& SEED
6" FILTER
12" RIPRAP
18" RIPRAP
9" FILTER
6" FILTER
15’ 15’
EL. 680.0 - 681.0
GEOTEXTILE
GEOMEMBRANE
BACKFILL
CLEAR AND GRUB 15’ FROM OUTSIDE
EDGE OF CONSTRUCTED FEATURE
EL. 676.0
01 2 4
SCALE: 1/2 " = 1’-0"
CONCRETE:
BACKFILL NOTES:
STEEL:
1. ALL STRUCTURAL STEEL SHALL CONFORM TO A.S.T.M. A36 UNLESS
OTHERWISE NOTED.
2. STEEL NOT EMBEDDED IN CONCRETE SHALL BE GALVANIZED
PER A.S.T.M. A123 UNLESS OTHERWISE NOTED.
3. ALL STAINLESS STEEL SHALL CONFORM TO A.S.T.M. A167 OR A582,
TYPE 303, 304 OR 18-8.
GATEWELL NOTES:
1. COAT ENDS OF RCP & BOX CULVERT IN CONTACT WITH GATEWELL CONCRETE WITH
BONDING AGENT.
1. ALL BAR SPACINGS SHOWN ARE IN INCHES AND ARE THE MAXIMUM SPACING
FOR THE BARS.
2. REINFORCING BARS NOT DETAILED AT OPENINGS AND EMBEDDED ITEMS
SHALL BE SHIFTED, BENT OR CUT AS DIRECTED BY THE CONTRACTING
OFFICER.
3. REINFORCING BARS SHALL BE PLACED TO PROVIDE 4" OF COVER WHERE
UNIFORMED CONCRETE IS IN CONTACT WITH THE SOIL. 3" OTHER EXPOSED
SURFACES. 2" COVER ON TOP SLAB.
4. REINFORCING SPLICES MAY BE REQUIRED THAT ARE NOT SHOWN ON THESE
PLANS. REINFORCEMENT SPLICES SHALL BE LOCATED AT AREAS OF MINIMUM
STRESS. SPLICE LOCATIONS AND LENGTHS SHALL BE SHOWN ON THE
REINFORCING SHOP DRAWINGS FOR THE CONTRACTING OFFFICERS APPROVAL.
5. EIGHT DIAGONAL BARS SHALL BE PROVIDED AROUND OPENINGS UNLESS
OTHERWISE NOTED AND SHALL BE THE SAME SIZE AS THE LARGEST
BARS IN THE VICINITY, UNLESS DETAILED OTHERWISE.
6. ADDITIONAL CONSTRUCTION JOINTS (HORIZONTAL AND VERTICAL) SHALL BE
SUBMITTED WITH A DRAWING FOR THE CONTRACTING OFFICERS APPROVAL.
ALL CONSTRUCTION JOINTS SHALL HAVE A WATERSTOP.
7. REINFORCING SPLICES SHALL BE MADE IN ACCORDANCE WITH ACI 318 WITH
MINIMUM LAPS AS TABULATED BELOW UNLESS OTHERWISE NOTED. WHEN TWO
DIFFERENT SIZES ARE SPLICED, SPLICED LENGTH SHALL BE BASED ON
THE DIAMETER OF THE SMALLER BAR.
BAR SIZE SPLICE LENGTH BAR SIZE SPLICE LENGTH
NO.3 14" NO. 7 31"
NO.4 18" NO. 8 37"
NO.5 22" NO. 9 47"
NO.6 27" NO.10 60"
8. CONCRETE STRENGTH TO BE AS SPECIFIED.
9. REINFORCING BARS SHALL BE AS SPECIFIED.
10. REINFORCMENT HOOKS AND BENDS SHALL CONFORM TO ACI STANDARD
HOOKS AND BENDS.
11. ROUGHEN TOP OF WALL FOOTING BETWEEN STEM DOWELS TO A MIMINUM
AMPLITUDE OF 1/4 ".
12. CHAMFER ALL EXPOSED CONCRETE EDGES TO 3/4 " EXCEPT AS NOTED AND
PROVIDE 3/4 " FILLETS IN ALL REENTRANT CORNERS EXCEPT AT CONSTRUCTION
JOINTS.
13. INSIDE FACE REBAR MAY NEED TO BE HELD DOWN TO ALLOW 3" CLEARANCE
FOR INDENTATION LEFT FOR GRATING SEAT.
1. BACKFILL EXCAVATIONS WITH EMBANKMENT FILL. COMPACT AS PER
SPECS. SLOPES ARE MINIMUM LIMITS OF REQUIRED SATISFACTORY
BACKFILL MATERIAL. BID SCHEDULE QUANTITIES ARE BASED ON ESTIMATED
STABLE EXCAVATION SLOPES. ACTUAL EXCAVATED SLOPES SHALL BE AS
DETERMINED TO BE SAFE BY THE CONTRACTOR, IN ACCORDANCE WITH CORPS
OF ENGINEERS SAFETY MANUAL EM 385-1-1 AND OSHA STANDARDS
A S
S H
O W
N X
X X
/X X
X
X X
X /X
X X
X X
X /X
X X
X X
X /X
X X
X X
X /X
X X
M E
R S
.D G
N
E M
B A
N K
M E
N T
S
S T
R U
C T
U R
A L
N O
T E
S
A
B C D
E F G H
A B C D E F G
St. Paul District
D a te
A p p r.
D e s c r ip ti o n S y m b o l
D A
T E
S
C A
L E
C A
D D
F
IL
E N
A M
E
S O
L
N O
A E
A P
P R
O V
IN
G
O F
F
IC
IA
L
C
H E
C K
E D
D E
S
IG
N E
D
D R
A W
N
C H
E C
K E
D
D E
S
IG
N E
D
ED-D ED-H
DRAWING NUMBER:
SHT OF
H
S T
P
A U
L D
IS
T
R
IC
T
C O
R P
S O
F E
N G
I N
E E
R S
S T
P
A U
L M
IN
N
E S
O T
A
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
PLATE NO.
J U
L Y
L D
O
L O
W E
R E
M B
A N
K M
E N
T
W
E L
C H
M
N
NORMAL LAKE
EL. 674.0 TO 675.0
EL. 680.0
36" DIA.
CLASS III R.C.P.
36" DIA.
CLASS III R.C.P.
.005
MISSISSIPPI RIVER
MARSH LAKE
INVERT
EL. 671.9
.005
EL. 667.0
6" FILTER
TYPE #1
9" FILTER
TYPE #3
SCALE: 1/4 " = 1’-0"
EL. 671.5
EL. 674.0 MIN.
2’-0" GROUTED
RIPRAP
2’-0" GROUTED
RIPRAP
12" RIPRAP
TYPE A
6" FILTER
TYPE #2
GEOMEMBRANE
GATEWELL
.005
ROUGH FINISH
K
CONTRACTION JOINT
EXCAVATE
EXCAVATE
SAFETY RACK
SEALANT
SEALANT
SEALANT
FLARED END
SECTION
CL
CL
INVERT EL. 672.0
EL. 661.5
CONCRETE APRON
EXISTING GL
SCALE: 1/4 " = 1’-0"
4 8
DIKE CONTROL LINE
PLAN
FLOW
REFERENCE
18" RIPRAP, TYPE B
A S
S H
O W
N X
X X
/X X
X
X X
X /X
X X
X X
X /X
X X
X X
X /X
X X
X X
X /X
X X
M
E R
S .D
G N
E M
B A
N K
M E
N T
S
MARSH LAKE OUTLET STA. 106 + 61
PLATE NO.
PLAN -------------------------------------------------------- 8
SCALE:
K
MARSH LAKE OUTLET
STA. 106 + 61
1/4 " = 1’-0"
R S
H L
A K
E O
U T
L E
T
P L
A N
A N
D S
E C
T
IO
N
B
I
L
FLAT HOTROLLED
SHEET PILE
FLAT HOTROLLED
SHEET PILE
CONTRACTION
JOINT
NOTES:
1. ALL ELEVATIONS ARE 1912 M.S.L.
17’-6"
22’-6"
17’-7"
30’-0"
6’-7" 31’-10 3/8 "
12’-0"
1’-0"
28’-9"
A
B C D
E F G H
A B C D E F G
St. Paul District
D a te
A p p r.
D e s c r ip ti o n S y m b o l
D A
T E
S
C A
L E
C A
D D
F
IL
E N
A M
E
S O
L
N O
A E
A P
P R
O V
IN
G
O F
F
IC
IA
L
C
H E
C K
E D
D E
S
IG
N E
D
D R
A W
N
C H
E C
K E
D
D E
S
IG
N E
D
ED-D ED-H
DRAWING NUMBER:
SHT OF
H
S T
P
A U
L D
IS
T
R
IC
T
C O
R P
S O
F E
N G
I N
E E
R S
S T
P
A U
L M
IN
N
E S
O T
A
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
PLATE NO.
J U
L Y
L D
O
L O
W E
R E
M B
A N
K M
E N
T
W
E L
C H
M
N
BELONG
MARSHLAKE
PLAN
O
P
9 8
#4 TYP. EACH FACE
WITH MIN. 6" LAP
AROUND OPENING
T Y
P
TYP.
TYP.
SCALE: 1/2 " = 1’-0"
HORIZONTAL REINFORCEMENT
BEND BARS AROUND STOPLOG
GROOVE
M
IN
T Y
P
MARSH LAKE GATEWELL REINFORCEMENT
.005
TYP.
TYP.
STOPLOG
GROOVE
STOPLOG
GROOVE
STOPLOG
STORAGE
INVERT
EL. 671.9
CONCRETE FILL
TYP.
LADDER
STEEL GRATING
EL. 680.0
EL. 671.0
STOPLOG
STORAGE
1" DIA. GRAB
RUNG, 18" WIDE
PLAN
SCALE: 1/2 " = 1’-0"
STOPLOG
STORAGE
N
M
GRAB RUNG
MARSH LAKE GATEWELL
HORIZONTAL WALL
REINFORCEMENT BAR
NOTE:
PROVIDE 2" MIN.
CLEARANCE BETWEEN
STOPLOG GROOVE
AND REINFORCEMENT
36" R.C.P.
#4 @12"
#4 @12"
#4 @12"
36" R.C.P.
X X
X /X
X X
A S
S H
O W
N
X X
X /X
X X
X X
X /X
X X
X X
X /X
X X
X X
X /X
X X
M E
R S
.D G
N E
M B
A N
K M
E N
T S
SEE NOTE #13
PLATE NO. 40
SEE NOTE #1
PLATE NO. 40
SEE NOTE #13
PLATE NO. 40
M A
R S
H L
A K
E G
A T
E W
E L
L
P L
A N
S
S E
C T
IO
N
S A
N D
D E
T A
IL
S
SEE NOTE #13
PLATE NO. 40
1. PROVIDE 3" MINIMUM CONCRETE COVER UNLESS OTHERWISE
SPECIFIED.
2. ALL REINFORCING TO BE #4 @ 12" UNLESS OTHERWISE
NOTED.
3. ALL ELEVATIONS ARE 1912 M.S.L.
8’-0"
7’-0"
4’-6"
1’-4"
1’-3"
6"
8"
1’-3"
2’-4"
2’-4"
MARSH LAKE GATEWELL
1/2" = 1’-0"
P
M
N
O
STOPLOG GROOVE REBAR
NONE
DETAIL
TYPICAL REINFORCEMENT AT
WALL INTERSECTIONS
1/2" = 1’-0"
01 2 4
SCALE: 1/2 " = 1’-0"
06"1 1 2
SCALE: 1" = 1’-0"
A
B C D
E F G H
A B C D E F G
St. Paul District
D a te
A p p r.
D e s c r ip ti o n S y m b o l
D A
T E
S
C A
L E
C A
D D
F
IL
E N
A M
E
S O
L
N O
A E
A P
P R
O V
IN
G
O F
F
IC
IA
L
C
H E
C K
E D
D E
S
IG
N E
D
D R
A W
N
C H
E C
K E
D
D E
S
IG
N E
D
ED-D ED-H
DRAWING NUMBER:
SHT OF
H
S T
P
A U
L D
IS
T
R
IC
T
C O
R P
S O
F E
N G
I N
E E
R S
S T
P
A U
L M
IN
N
E S
O T
A
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
PLATE NO.
J U
L Y
L D
O
L O
W E
R E
M B
A N
K M
E N
T
W
E L
C H
1’-3"
1’-3"
#4 @ 12"
R
S
VARIES
36" RCP PSA 23
1’-3"
#4 @ 12"
4’-8"
#4 HOOP
15’-0"
"#4 @ 12"
Q
1/
SAWED OR
FORMED JOINT
-W = 1/4 " + 1/16 "
ROUGHER TOP OF APRON TO
A MINIMUM AMPLITUDE OF 1/4 ".
1. SAW CUT TO BE 1/4 DEPTH OF SLAB
2. JOINTS SPACED AT 50’-0" O.C.. JOINT SPACING SHALL
BE ADJUSTED AS NEEDED TO MATCH FIELD PERFORMANCE
ELASTOMERIC
SEALANT
1/2 " X 1/2 " TOOLED
JOINT
FILLER
1/2 " SAWCUT
36" RCP
A S
S H
O W
N X
X X
/X X
X
X X
X /X
X X
X X
X /X
X X
X X
X /X
X X
X X
X /X
X X
M E
R S
.D G
N E
M B
A N
K M
E N
T S
EXPANDABLE MEMBRANE
WATERPROOFING BETWEEN
PIPE AND APRON SLAB. APPLY
PER MANUFACTURE’S
RECOMMENDATIONS.
01" 4" 8"
SCALE: 3" = 1’-0"
01"
SCALE: 6" = 1’-0"
2" 4"
EXPANDABLE MEMBRANE
WATERPROOFING BETWEEN
PIPE AND APRON SLAB. APPLY
PER MANUFACTURE’S
RECOMMENDATIONS.
C O
N C
R E
T E
A P
R O
N S
S E
C T
IO
N
S A
N D
D E
T A
IL
NOTES:
1. ALL ELEVATIONS ARE 1912 M.S.L.
SCALE:
SECTION
CONCRETE APRON
1/2" = 1’-0"
L
1/2" = 1’-0"
Q
SCALE:
SECTION
CONTRACTION JOINT
6" = 1’-0"
B
CONTRACTION JOINT
3" = 1’-0"
CONCRETE APRON JOINT
SECTION
1/2" = 1’-0"
S
SCALE:
SECTION
1/2" = 1’-0"
R
CONCRETE APRON
CONCRETE APRON
01 2 4
SCALE: 1/2 " = 1’-0"
A
B C D
E F G H
A B C D E F G
St. Paul District
D a te
A p p r.
D e s c r ip ti o n S y m b o l
D A
T E
S
C A
L E
C A
D D
F
IL
E N
A M
E
S O
L
N O
A E
A P
P R
O V
IN
G
O F
F
IC
IA
L
C
H E
C K
E D
D E
S
IG
N E
D
D R
A W
N
C H
E C
K E
D
D E
S
IG
N E
D
ED-D ED-H
DRAWING NUMBER:
SHT OF
H
S T
P
A U
L D
IS
T
R
IC
T
C O
R P
S O
F E
N G
I N
E E
R S
S T
P
A U
L M
IN
N
E S
O T
A
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
PLATE NO.
J U
L Y
L D
O
L O
W E
R E
M B
A N
K M
E N
T
W
E L
C H
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