W912ES-16-B-0004_FullSize.pdf
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- Sand Hill River Structure 4 Federal contract opportunity
- Solicitation number
- W912ES-16-B-0004
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W912ES16B0004 Full Size Drawings
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| File | Type | Posted |
|---|---|---|
| BID_ABSTRACT_W912ES-16-B-0004_SIGNED.pdf | ||
| Amendment_4_W912ES16B0004.pdf | ||
| Amendment_3_Bid_Schedule.pdf | ||
| Amendment_3_W912ES16B0004.pdf | ||
| Amendment_2_W912ES16B0004.pdf | ||
| Sand_Hill_public_waters_permit.pdf | ||
| Amendment_1_W912ES16B0004.pdf | ||
| Sand_Hill_Site_Visit_Sign_in_sheet.pdf | ||
| W912ES-16-B-0004__IFB_and_SPECs.pdf | ||
| W912ES-16-B-0004_HalfSize.pdf |
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DESCRIPTION FILE NAME
DESCRIPTION
INDEX OF DRAWINGS - CONSTRUCTION
INDEX OF DRAWINGS - REFERENCE
EXIST
MAX
MIN
SST
TYP
EXISTING
FAR FACE
GALVANIZED
INSIDE FACE
MAXIMUM
MINIMUM
MISCELLANEOUS
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TOP AND BOTTOM
TYPICAL
UNLESS NOTED OTHERWISE
UNDERGROUND
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
EACH FACE
BOT
C/L
C&G
CMP CORRUGATED METAL PIPE
EXPANSION JOINT
ELEVATION
EACH WAY
DRAWINGDWG
HEIGHT
NUMBER
SAN SANITARY
SPECIFICATIONS
MIRR MIRRORED
APPROX
ALT W/
ALUM
BITUM
CENTER LINE
CLR CLEAR
CJ
CONC
DIA
EF
EJ
EL
EW
FF
GALV
HT
IF
OF
NO
OC
SPEC
T&B
UNO
UGND
FES FLARED END SECTION
WIDTH
WATER MAINWM
W
RIVERWARDR/W
LONG
LANDWARDL/W
LG
ABBREVIATIONS
* UNLESS OTHERWISE NOTED ON EACH SHEET
FILE NAME
GENERAL CROSS-REFERENCING SYMBOLS
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
FRONT SIDE
SECTION
ELEVATION
TOP
C-501
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
D5
D5 DETAIL/SECTION
C-102
D5 C-302
D5
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
GENERAL CROSS-REFERENCING SYMBOLS
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
FRONT SIDE
SECTION
ELEVATION
TOP
DETAIL/SECTION
D5 DETAIL/SECTION
D5 C-302
D5
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
GENERAL LEGEND
FILL
CUT
AND NUMBER
BORING LOCATION
WATERMAIN
P.I. POINT
SANITARY SEWER
EXISTING
STORM SEWER
EXISTING
AND NUMBER
DWG OUTLINE
OVERHEAD P0WER
EXISTING
EXISTING GAS
97-41M
.9
ID
SHEET
ID
SHEET
DRAWING NUMBER
AS-BUILT
DRAWING NUMBER
AS-BUILT
M/R MAINTAINACE AND REPAIR
A A
A
ASHEET ID X-000
RIP RAP
GROUND DUCT
EXISTING UNDER-
AND NUMBER
CPT LOCATION
WORK LIMITS
97-41C
EXCLUSION AREA
TEMPORARY
POINT (3-DIMENSIONAL)
SURVEY CONTROL
L
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D
D R
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IN
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SD102
SD101
C-601
C-501
C-403
C-402
C-401
C-302
C-301
C-102
C-101
B-201
G-101
G-003
G-002
G-001
SHRFP4_SD102---.DGN
SHRFP4_SD101---.DGN
SHRFP4_C-601---.DGN
SHRFP4_C-501---.DGN
SHRFP4_C-403---.DGN
SHRFP4_C-402---.DGN
SHRFP4_C-401---.DGN
SHRFP4_C-302---.DGN
SHRFP4_C-301---.DGN
SHRFP4_C-102---.DGN
SHRFP4_C-101---.DGN
SHRFP4_B-201---.DGN
SHRFP4_G-101---.DGN
SHRFP4_G-003---.DGN
SHRFP4_G-002---.DGN
SHRFP4_G-001---.DGN
MISC
NTS NOT TO SCALE
GENERAL NOTES:
THE CF TO OBTAIN GROUND COORDINATES.
PROPER LAYOUT OF THE PROJECT. DIVIDE GRID COORDINATES BY
COORDINATES SHOWN IN THE PLANS TO GROUND COORDINATES FOR
8. THE COMBINED FACTOR (CF) SHALL BE USED TO CONVERT THE GRID
NORTH ZONE.
7. COORDINATES BASED ON MINNESOTA STATE PLANE GRID SYSTEM,
AVOID DAMAGE TO THESE UTILITIES.
THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO
CONTRACTOR IS RESPONSIBLE FOR MAKING THE DETERMINATION AS TO
OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE
6. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION
5. ORIGINAL DATA FROM 2011/2012/2015 HYDROGRAPHIC SURVEYS.
4. ORIGINAL DATA FROM 2011 LIDAR.
3. ELEVATION REFER TO NAVD88 (GEOID12A).
2. ORIGINAL DATA COMPILED NAD83 (NSRS2007), U.S. SURVEY FEET.
CONTRACTING OFFICER UPON CONTRACT AWARD.
VERTICAL CONTROL POINTS ARE AVAILABLE BY REQUEST TO THE
1. TIE DIAGRAMS AND DETAILS DESCRIPTIONS OF HORIZONTAL AND
DEMOLITION PLAN DROP STRUCTURE #4
EXISTING DROP STRUCTURE 4 PLAN, ELEVATION, AND ISOMETRIC
CONTROL AND WORK LIMIT TABLES
DETAILS
ROCK RIFFLES PLAN & DETAILS
BOULDER RIFFLE PLAN & DETAILS
PRE-FORMED SCOUR HOLE PLAN & DETAILS
FISHWAY RAMP 4 TYPICAL SECTION D1
FISHWAY RAMP 4 TYPICAL SECTIONS A1-C1
FISHWAY RAMP 4 PLAN AND PROFILE
SITE PLAN
SOIL BORING LOGS
GENERAL PLAN
DRAWING INDEX, GENERAL NOTES & LEGEND
VICINITY MAP & LOCATION MAP
COVER SHEET
R18-P-60/7
R18-P-44/9
R18-P-44/8.1
R18-P-10/5
R18-P-10/2
FLOW HYDROGRAPHS 2005-2015
FLOW DURATION CURVES JULY - DECEMBER
FLOW DURATION CURVES JANUARY - JUNE
*CHANNEL IMPROVEMENT ALIGNMENT AND PROFILE STA. 840+00 TO STA. 980+00
*CHANNEL IMPROVEMENT DROP STRUCTURE NO. 4 - WINGWALLS - MASONRY DETAILS
*CHANNEL IMPROVEMENT DROP STRUCTURE NO. 4 - SITE MAP, PLAN AND MASONRY DETAILS
*CHANNEL IMPROVEMENT BORINGS
*CHANNEL IMPROVEMENT BORINGS
* THIS DRAWING HAS BEEN REDUCED TO THE FIT THE FORMAT.
SAND_HILL_HYDROS.PDF
SAND_HILL_RIVER_DUR1.PDF
SAND_HILL_RIVER_DUR1.PDF
R18-P-60-7.PDF
R18-P-44-8.PDF
R18-P-44-8_1.PDF
R18-P-10-5.PDF
R18-P-10_2.PDF
D5 SUPPLEMENTAL INFORMATION
S O
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US Army Corps of Engineers
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APPROXIMATELY 15000 FT
V 316 RESET
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N
0 600' 1200'
440TH ST SW
442ND ST SW
T
H A
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W
SAND HILL RIVER
FLOW
1' = 600'
GENERAL PLAN
SAND HILL RIVER
SCALE:
GENERAL NOTES: THIS SHEET ONLY
CONTRACT.
2. 2014 BORING LOGS SHOWN ARE NOT SITE SPECIFIC FOR THIS
OTHER THUS CAUSING OVERLAPPING OF SYMBOLS.
1. CONTROL POINTS AND BORING LOGS ARE LOCATED NEAR EACH
SANDHILL 1
SANDHILL 214-1M
14-2M
S
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GENERAL BORING NOTES
GROUND SURFACE ELEVATION AT BORING
CLAYEY GRAVELS, GRAVEL - SAND - CLAY MIXTURES
WELL GRADED GRAVELS, GRAVEL - SAND MIXTURE, LITTLE OR NO FINES
SILTY GRAVELS, GRAVEL - SAND - SILT MIXTURES
POORLY GRADED GRAVELS, LITTLE OR NO FINES
WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES
POORLY GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES
SILTY SANDS, SAND - SILT MIXTURES
CLAYEY SANDS, SAND - CLAY MIXTURES
INORGANIC SILTS, LIQUID LIMIT LESS THAN 50
INORGANIC SILTS, LIQUID LIMIT GREATER THAN 50
INORGANIC CLAYS, LOW TO MEDIUM PLASTICITY, LIQUID LIMIT LESS THAN 50
INORGANIC CLAYS, HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50
ORGANIC SILTS OR CLAYS, LOW PLASTICITY, LIQUID LIMIT LESS THAN 50
BORDERLINE MATERIAL
STRATIFIED MATERIAL
LOCATION AND SAMPLE NUMBER FOR UNDISTURBED SAMPLE
NO RECOVERY
WATER LEVEL ON DATE OF BORING
ELEVATION AT BOTTOM OF BORING
ELEVATION IN METERS
W.S. 1026.7
G.S. 1020.2
W.L. 726.7
700.1
(238.56)
GENERAL BORING LEGEND
SM
SP
SW
GC
GM
GP
GW
ML
MH
CL
CH
OL
OH
PT
SP-
SM
SP&
SM
DATE OF BORING
YEAR OF BORING-BORING NUMBER, BORING TYPE
( EG: M=MACHINE, A=AUGER, TP=TEST PIT, P=PIEZOMETER ).
1 MAY 1984
84-1M
SC
ORGANIC SILTS OR CLAYS, MEDIUM TO HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50
PEAT
.9
WATER SURFACE ELEVATION ON DAY OF BORING
11.
10.
9.
8.
7. % RECOVERY:
6. RQD:
5. D SIZE:
4. ATTERBERG LIMITS:
3. BLOW COUNT (SPT):
2. MOISTURE CONTENT:
1. GENERAL:
2014 BORING LOGS ARE NOT SITE SPECIFIC FOR THIS CONTRACT.
CONE PENETROMETER TEST (CPT) DATA ARE LOCATED IN THE CONTRACT SPECIFICATIONS.
LOGS ARE AVAILABLE FOR INSPECTION BY REQUEST TO THE CONTRACTING OFFICER.
THE BORINGS SHOW SUMMARIES OF INFORMATION RECORDED ON THE ORIGINAL FIELD LOGS. THESE
ELEVATIONS REFERENCED TO N.A.V.D. 1988 ADJ. UNLESS SPECIFIED OTHERWISE.
CORE IS 4-INCH DIAMETER.
LENGTH OF CORE RECOVERED/LENGTH OF CORE CUT X 100. UNLESS SPECIFIED OTHERWISE, ALL
PERCENT CORE RECOVERY IS SHOWN TO THE LEFT OF THE BORING STAFF. PERCENT RECOVERY IS
RQD IS THE PERCENT RECOVERY CONSISTING OF UNBROKEN PIECES LONGER THAN 4-INCHES.
ROCK QUALITY DESIGNATION (RQD) IS SHOWN TO THE LEFT OF THE PERCENT RECOVERY COLUMN.
LEFT OF THE BORING STAFF.
THE GRAIN SIZE IN MILLIMETERS OF WHICH 10% OF THE SAMPLE IS FINER IS SHOWN TO THE
LIQUID LIMIT (LL) AND PLASTIC LIMIT (PL) ARE SHOWN TO THE RIGHT OF THE BORING STAFF.
BLOW COUNTS SAMPLER SIZE, HAMMER WEIGHT, AND HEIGHT OF DROP ARE AS SHOWN.
X 2-INCH SAMPLER, 140 LB. HAMMER, AND A 30-INCH DROP. FOR NON-STANDARD 8
3SAMPLER,
STANDARD BLOW COUNTS ARE FOR A STANDARD PENETRATION TEST (SPT) USING A 1… X 2-INCH
NUMBER OF BLOWS NECESSARY TO DRIVE THE SAMPLER USED A DISTANCE OF 12-INCHES.
BLOW COUNTS ARE SHOWN TO THE LEFT OF THE BORING STAFF AND, EXCEPT AS NOTED, ARE THE
THE BORING STAFF.
THE NATURAL MOISTURE CONTENT IN PERCENT OF DRY WEIGHT (MC) IS SHOWN TO THE LEFT OF
SPECIFIC BORING ARE SHOWN BELOW THE BORING STAFF.
INFORMATION IS ADDED TO THE RIGHT OF THE BORING STAFF. NOTES PERTAINING TO A
LEGEND REPRESENTS ONLY THE BASIC SOILS. TO COMPLETE THE CLASSIFICATION, PERTINENT
THE UNIFIED SOIL CLASSIFICATION SYSTEM IS USED TO IDENTIFY BASIC SOIL TYPE. THE
NOTES:
CH
SM
CH
CL
CH
CH
SPT
844.5
G.S. 929.5
05 MAY 14
0.024
MC PLLL
25101
104 25
44 9
CL
CLCL
CL
G.S. 929.5 (CH) ORGANIC SILTY CLAY, MEDIUM STIFF, MOIST, BLACK. (TOPSOIL) 0' TO 1'
SATURATED, DK. BROWN. (ALLUVIUM)
(SM) SILTY SAND W/ GRAVEL ,FINE TO MED. , MED. DENSE, MOIST TO 1' TO 7.7'
OCC. SILT NODULES, TRACE FINE GRAVEL, GRAY. (GALCIO-LACUSTRINE)
7.7' TO 46.1' (CH) CLAY, SOFT, WET, STICKY, FORMS SLICKENSIDES W/ SHEARED,
GRAY TO V. LT. BRN. (TILL BLOCK OR FRAGMENT)
(CL) SANDY, GRAVELLY, CLAY, SOFT, WET, STICKY, JUMBLED APPEARANCE,46.1' TO 50'
W/ SHEARED IN ZONES, OCC. SILT NODULES, GRAY. CLAY. (GLACIO-LACUSTRINE)
(CH) CLAY W/ TRACE F. GRAVEL, SOFT, WET, STICKY, FORMS SLICKENSIDES 50' TO 57.6'
JUMBLED APPEARANCE, GRAY. (GLACIO-LACUSTRINE / TILL TRANSITION)
(CH) CLAY MIXED W/ SANDY CLAY, SOFT, WET, STICKY, TEARS W/ SHEARED, 57.6' TO 60.9'
921.8
TOP OF BRENNA FORMATION
868.6
TOP OF FALCONER FORMATION
14-1M/U
HOLE STABILIZED WITH DRILLING MUD BELOW EL. 906.5.
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 906.5.
4. BACKFILL BORING WITH TREMIED CEMENT BENTONITE GROUT.
IN OFFSET HOLE.
NOTE: TILL FRAGMENT (UD SAMPLE 3) WAS NOT RECOVERED
3. 5-INCH UNDISTURBED SAMPLES TAKEN IN OFFSET HOLE.
D10
WET TO MOIST, GRAY. (TILL)
(CL) GRAVELLY, SANDY, CLAY, MEDIUM STIFF TO V. STIFF, 60.9' TO 85'
ADJACENT SANDHILL RIVER = 919.4.
1. WATER LEVEL NOT DETERMINED. WATER SURFACE IN
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
NOTES:
CH
CL
SM
CH
CL
CH
CL
SPT
877.5
G.S. 939.5
14-2M
08 MAY 14
0.036
MC PLLL
CH
(CH) ORGANIC SILTY CLAY, MEDIUM STIFF, WET, BLACK. (TOPSOIL) 0' TO 2.5'
(CL) SANDY CLAY, MOIST, TR. ROOTS, MEALY TEXTURE, BRN-GREY. (ALLUVIUM)2.5' TO 8'
(SM) SILTY SAND, LOOSE, WET TO SAT., TRACE GRAVEL, BROWN. (ALLUVIUM)8' TO 14.8'
(CL) SANDY, GRAVELLY, CLAY, WEATHERED, TRACE GRAVEL, TAN. (TILL)39' TO 49'
(CH) CLAY SEAM, TRACE GRAVEL, DK. GRAY SLIGHTLY MOTTLED W/TAN-GRAY. 49' TO 50'
TOP OF FALCONER FORMATION900.5
924.7 TOP OF BRENNA FORMATION
AND SILT INCLUSIONS, STICKY, GRAY. (GLACIO-LACUSTRINE)
(CH) CLAY, WET, FORMS SLICKENSIDES W/ SHEARED, OCC. SAND 14.8' TO 39'
W.L. 928.5
APPROX.
1. WATER LEVEL DETERMINED AS DRILLING ENCOUNTER FROM CUTTINGS.
GRAY. (TILL)
(CL) GRAVELLY, SANDY, CLAY, MEDIUM STIFF TO HARD, MOIST, TR. SILT SEAMS, 50' TO 62'
HOLE STABILIZED WITH DRILLING MUD BELOW EL. 914.5.
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 914.5.
3. HOLE BACKFILLED WITH TREMIED CEMENT-BENTONITE GROUT.
10D
BM
WORK LIMITS
PROTECT IN PLACE
EXISTING CULVERTS
CABLE
EXISTING BURIED
PROTECT IN PLACE
EXISTING POWER POWER
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
D
D
D
D
D
D
D
D
D
AREA
STAGING
440TH ST SW
N D S
T S
W
T
H A
V E S
W
AREA
STAGING
PI-D5 PI-D6
PI-D7
PI-D8
PI-D9
PI-D10
PI-D11
100P
125P
105P
110P
120P
200T
205T
115P
100'0 50'
E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
/2
A N
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T P
A U
L
M
IN
N E
S O
T A
S A
N D H
IL
L R
IV
E R F
IS
H P
A S
S A
G E S
T R
U C
T U
R E
T .S
U L L
Y
C A
A
C A
A
G C
W
C-101
S A
N D H
IL
L R
IV
E R D
R O
P S
T R
U C
T U
R E
S
S T P
A U
L D
IS
T R
IC
T
ST. PAUL DISTRICT
P O
L K C
O U
N T
Y
M N
S A
N D H
IL
L R
IV
E R
S H
R F P
C -1 d g n
N A
D
M N S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
SHEET C-102
S
IT
E P
L A
N
1" = 50'
SITE PLAN
FISHWAY STRUCTURE 4
EXISTING GROUND LINE
.2
4% 4% 4%
0% 0%
0%
0% 0.44% 0.41%
EXISTING CULVERTS
EXISTING DROP STRUCTURE
BOULDER RIFFLE, TYP.
ROCK RIFFLE, TYP.
1V ON 1H, TYP.
PROTECT IN PLACE
EXISTING CULVERTS
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
980980
980980
D 6+30 D 6+60 D 6+90 D 7+20 D 7+50 D 7+80 D 8+10 D 8+40 D 8+70 D 9+00 D 9+30 D 9+60 D 9+90 D 10+20 D 10+50 D 10+80 D 11+10 D 11+40 D 11+70 D 12+00 D 12+30 D 12+52
E L E
V A
T
IO
N
E L E
V A
T
IO
N
P V I S
T A D
.0
E L
.2
P V I S
T A D
.0
E L
.2
P V I S
T A D
.8
E L
.8
P
V I S
T A D
.8
E L
.8
P V I S
T A D
.0
E L
.9
P V I S
T A D
.0
E L
.9
P
V I S
T A D
.0
E L
.9
P V I S
T A D
.0
E L
.9
P V I S
T A D
.0
E L
.9
P
V I S
T A D
.0
E L
.9
P V I S
T A D
.0
E L
.0
P V I S
T A D
.0
E L
.0
P
V I S
T A D
.0
E L
.0
S= 0.0300
S= 0.0023
A4
A1
C-401
D
D
D
D
D
D
D
D
1V ON 3H
1V ON 3H
1V ON 3H
1V ON 3H
1V ON 3H
1V ON 3H
5%
5%
2%
2%
1V ON 3H
440TH ST SW
FLOW
D1
C-302
C-301
SAND HILL RIVER
440TH ST. SW.
WORK LIMITS
ROCK RIFFLE, TYP.
S T
A
D
S T
A
D
TRANSITION
PI-D6
PI-D7
PI-D8
PI-D9
PI-D10
PI-D11
BOULDER RIFFLE, TYP.
B1
C1
T
A
D
1V ON 4H
1V ON 4H
2%
2%
B1
C-401
S T
A
D
N D S
T S
S I
U L
Y
H R
F P
C -1 d g n
/6 /2
S A
N D H
IL
L R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C A
A
P L
A N A
N D P
R O
F
IL
E
C-102
S A
N D H
IL
L R
IV
E R D
R O
P S
T R
U C
T U
R E
S
P O
L K C
O U
N T
Y
M N
C A
A
F
IS
H W
A Y R
A M
P
PLAN VIEW
FISHWAY RAMP #4
PROFILE
FISHWAY RAMP #4
0 30'30' 10'20'
A
N D H
IL
L R
IV
E R F
IS
H P
A S
S A
G E S
T R
U C
T U
R E
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
M N S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
SD102DROP STRUCTURE DEMOLITION
C-403ROCK RIFFLE DETAILS
C-402BOULDER RIFFLE DETAILS
SEE C-101
GENERAL NOTES: THIS SHEET ONLY
2. THE EXISTING ROADS ARE TO REMAIN OPEN DURING CONSTRUCTION.
10 FT.
BANKS A DISTANCE OF 70 FEET, WITH HEIGHTS NO GREATER THAN
1. STOCKPILES ARE TO BE LOCATED AWAY FROM THE TOP OF CHANNEL
SHEET ID:REFERENCES:
4" TOPSOIL AND SEED
GROUND LINE
EXISTING
SEE PROFILE
ELEVATION
AND SEED
4" TOPSOIL
6" STRIPPING
EL. 961.0
RANDOM FILL
RANDOM FILL
GRANULAR FILL
16.5' 16.5'
9" B2 BEDDING
6" STRIPPING
2 AND GEOTEXTILE
16" R45 RIPRAP
RIPRAP
24" R140
AND GEOTEXTILE
16" R45 RIPRAP
4" TOPSOIL AND SEED
24" R140 RIPRAP
EL. 961.0 EL. 961.0
GROUND LINE
EXISTING
SEE PROFILE
ELEVATION
6" STRIPPING
AND SEED
4" TOPSOIL
RANDOM FILL
GRANULAR FILL
RANDOM FILL
16.5' 16.5'
6" STRIPPING
AND GEOTEXTILE
16" R45 RIPRAP
AND GEOTEXTILE
16" R45 RIPRAP
9" B2 BEDDING
GROUND LINE
EXISTING
4" TOPSOIL AND SEED
GRANULAR FILL
SEE PROFILE
ELEVATION
16.5' 16.5'
EXCAVATION
U L
/2
P O
L K C
O U
N T
Y
M N
S A
N D H
IL
L R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C A
A
C A
A
F
IS
H W
A Y R
A M
P
C-301
S H
R F P
C -3 d g n
S A
N D H
IL
L R
IV
E R D
R O
P S
T R
U C
T U
R E
S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
A N
S I
D
N A
D
M N S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
T Y
P
IC
A L S
E C
T
IO
N S A
-C
S A
N D H
IL
L R
IV
E R F
IS
H P
A S
S A
G E S
T R
U C
T U
R E
TYPICAL SECTION
STATION D8+89 TO D9+98
STATION D8+00 TO D8+89
STATION D9+98 TO D10+35
C1
SHEET KEYNOTES
INVERT.
6. RIPRAP TYPE AND THICKNESS CHANGE AT 5.5' VERTICALLY ABOVE THE CENTER OF THE CHANNEL
ABOVE THE CENTER OF THE CHANNEL INVERT.
THE CHANNEL INVERT. RANDOM FILL IS USED WHEN THE FILL IS MORE THAN 5.5' VERTICALLY
5. GRANULAR FILL IS USED WHEN THE FILL IS LESS THAN 5.5' VERTICALLY ABOVE THE CENTER OF
4. BOULDER RIFFLES AND ROCK RIFFLES ARE NOT SHOWN FOR CLARITY.
THE CENTER OF THE CHANNEL.
3. CONSTRUCT A 10' RIPRAP BENCH WHEN THE TOP OF BANK IS LESS THAN 10' VERTICALLY FROM
2. 4" CHINKING ON THE RIPRAP CHANNEL BOTTOM (1V ON 20H SLOPED SURFACE).
1. 6" STRIPPING TO EXISTING WATER LINE AT TIME OF CONSTRUCTION.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
2.0%
4.5'
5.5'
LINE
CONTROL
A2
C-501
A2
C-501
E L E
V A
T
IO
N
E L E
V A
T
IO
N
-40 -50 -60-10 -20 -30 -70 -110 -120 -130-80 -90 -100130 304050 0102060100110120 708090
2.0% 2.0%
LINE
CONTROL
5.5'
4.5'
E L E
V A
T
IO
N
130 120 110 100 90 80 70 60 50 40 30 20 10 0 -10 -20 -30 -40 -50 -60 -70 -110 -120 -130-80 -90 -100
E L E
V A
T
IO
N
940 940
A2
C-501
A2
C-501
LINE
CONTROL
2.0%
5.5'
-10 -20 -30 -40 -50 -60 -70 -80
20304050607080
E L E
V A
T
IO
N
970 970
950 E L E
V A
T
IO
N
EXISTING
EXCAVATION
GRANULAR FILL
SEE PROFILE
ELEVATION
GRANULAR FILL
16.5' to 23.5'
VARIES
16.5' to 23.5'
VARIES
U L
/2
P O
L K C
O U
N T
Y
M N
S A
N D H
IL
L R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C A
A
C A
A
F
IS
H W
A Y R
A M
P
C-302
S H
R F P
C -3 d g n
S A
N D H
IL
L R
IV
E R D
R O
P S
T R
U C
T U
R E
S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
A N
S I
D
N A
D
M N S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
T Y
P
IC
A L S
E C
T
IO
N S D
S A
N D H
IL
L R
IV
E R F
IS
H P
A S
S A
G E S
T R
U C
T U
R E
STATION D10+60 TO D11+15
D1
SHEET KEYNOTES
ABOVE THE CENTER OF THE CHANNEL INVERT.
THE CHANNEL INVERT. RANDOM FILL IS USED WHEN THE FILL IS MORE THAN 5.5' VERTICALLY
3. GRANULAR FILL IS USED WHEN THE FILL IS LESS THAN 5.5' VERTICALLY ABOVE THE CENTER OF
2. BOULDER RIFFLES AND ROCK RIFFLES ARE NOT SHOWN FOR CLARITY.
1. 6" STRIPPING TO EXISTING WATER LINE @ TIME OF CONSTRUCTION.
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
LINE
CONTROL
2.0%
5.5'
2.0%
-20-1001020
-80-70-60-50-40-30
E L E
V A
T
IO
N
304050607080
E L E
V A
T
IO
N 1
EXISTING
AND GEOTEXTILE
16" R45 RIPRAP
AND GEOTEXTILE
16" R45 RIPRAP
24" R140 RIPRAP
9" B2 BEDDING
16.5'16.5'
EL. 942.25
EL. 961.0
6" STRIPPING
AND SEED
4" TOPSOIL
RANDOM FILL
GRANULAR FILL
4" TOPSOIL AND SEED
36" R140 RIPRAP
9" B2 BEDDING
EL. 948.0
GROUND LINE
EXISTING
EL. 948.0
EL.942.25
16.5'16.5'
EL. 961.0
AND SEED
4" TOPSOIL
6" STRIPPING
RANDOM FILL
GRANULAR FILL
GROUND LINE
EXISTING
36" R140 RIPRAP
9" B2 BEDDING
EL. 948.0
EL. 948.0
1V ON 2H 1V ON 2HEL.940.25
12.5'TO 12.5'
VARIES 19.5'
GROUND LINE
EXISTING
EXISTING BOX CULVERTS
B A
B A
D
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
LINE
CONTROL
2.0%
A2
C-501
4.5'
5.5'
A2
C-501
E L E
V A
T
IO
N
E L E
V A
T
IO
N
7080 -1060 304050 -60 -70 -80-50-20 -30 -4020 010
LINE
CONTROL
0% 0%
2.0%
E L E
V A
T
IO
N
E L E
V A
T
IO
N
7080 -1060 304050 -60 -70 -80-50-20 -30 -4020 010
2.5
LINE
CONTROL
E L E
V A
T
IO
N
E L E
V A
T
IO
N
405060 102030 -40 -50 -60-10 -20 -300
2.5
D 7+40 D 7+50 D 7+60 D 7+70 D 7+80 D 7+90 D 8+00 D 8+10
E L E
V A
T
IO
N
E L E
V A
T
IO
N
P V I S
T A D
.0
P V I S
T A D
.0
E
L
.2
E L
.2
S= 0.0000
S= 0.0000
S= -0.5000 S= 0.
E L
.2
P V I S
T A D
.0
E L
.2
E L
.2
P V I S
T A D
.0
P V I S
T A D
.0
S= -0.0000
E L
.2
960960
P V I S
T A D
.0
D
M N S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
/6 /2
A N
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T P
A U
L
M
IN
N E
S O
T A
S A
N D H
IL
L R
IV
E R F
IS
H P
A S
S A
G E S
T R
U C
T U
R E
T .S
U L L
Y
C A
A
C A
A
G C
W
P R
E -F
O R
M E
D S
C O
U R H
O L E
C-401
S A
N D H
IL
L R
IV
E R D
R O
P S
T R
U C
T U
R E
S
S T P
A U
L D
IS
T R
IC
T
ST. PAUL DISTRICT
P O
L K C
O U
N T
Y
M N
S A
N D H
IL
L R
IV
E R
S H
R F P
C -4 d g n
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
A1 A1
C3
C3
B3
B3
A3
A3
0 20'10'
N
STATION 7+61 TO 7+86
TYPICAL SECTION
C3
STATION D7+90
TYPICAL SECTION
B3
STATION D8+00
SECTION
A3
SCOUR HOLE DIMENSIONS
D8+00
D7+90
D7+57
D7+50
16.5'
16.5'
23.5'
23.5'
16.5'
16.5'
16.5'
23.5'
STATION A B
P L
A N D
E T
A
IL
S
SHEET KEYNOTES
SLOPED SURFACE).
4. 4" CHINKING ON THE CHANNEL BOTTOM (1V ON 20H
CENTER OF THE CHANNEL INVERT.
FILL IS MORE THAN 5.5' VERTICALLY ABOVE THE
CHANNEL INVERT. RANDOM FILL IS USED WHEN THE
THAN 5.5' VERTICALLY ABOVE THE CENTER OF THE
3. GRANULAR FILL IS USED WHEN THE FILL IS LESS
CONSTRUCTION.
2. 6" STRIPPING TO EXISTING WATERLINE AT TIME OF
1. 4" TOPSOIL AND SEED
ALONG CHANNEL CONTROL LINE
PROFILE THROUGH SCOUR HOLEC-102
A1 DETAIL/SECTION
SCALE: 1"=10'
PREFORMED SCOUR HOLE
DETAIL
B2
C-
1 B4
C-501
B2
C-501
B4
C-501
D
D
GROUND LINE
EXISTING
BOULDERS (TYP.)
36" TO 48" DIAMETER
DESIGN LINE
GROUND LINE
EXISTING
BOULDERS (TYP.)
36" TO 48" DIAMETER
DESIGN LINE
SLOPE OF SCOUR HOLE
WRAP BOULDERS INTO SIDE
LINE
CONTROL 19' RADIUS
RIFFLE, TYP.
BOULDER
23.3' TYP.
D
D
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
950950
950950
-10-20-30-40-50
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20 30 40 50
LINE
CONTROL
960 960
607080 304050 -10 -50 -60 -70-20 -30 -40
E L E
V A
T
IO
N
940940
01020
E L E
V A
T
IO
N
LINE
CONTROL
E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
M N S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
/6 /2
A N
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T P
A U
L
M
IN
N E
S O
T A
S A
N D H
IL
L R
IV
E R F
IS
H P
A S
S A
G E S
T R
U C
T U
R E
T .S
U L L
Y
C A
A
C A
A
G C
W
P L
A N D
E T
A
IL
S
B O
U L
D E
R R
IF
F L E
C-402
S A
N D H
IL
L R
IV
E R D
R O
P S
T R
U C
T U
R E
S
S T P
A U
L D
IS
T R
IC
T
ST. PAUL DISTRICT
P O
L K C
O U
N T
Y
M N
S A
N D H
IL
L R
IV
E R
S H
R F P
C -4 d g n
0 20'10'
N
FLOW
A3
A3
A
A
30° TYP.
ALONG BOULDER RIFFLE
TYPICAL SECTION
A1
SCALE: 1"=10'
TYPICAL SECTION
A3
SCALE: 1"=10'
BOULDER RIFFLE PLAN
B1
INFORMATION AND DESIGN SECTION, SEE C-301.
SECTION. DETAILS ON DESIGN SECTION NOT SHOWN FOR CLARITY. FOR
5. SECTIONS SHOW HOW BOULDER RIFFLES ARE PLACED WITHIN THE DESIGN
CHANNEL ARE TO BE FILLED WITH R45 RIPRAP.
BOULDERS PLACED GREATER THAN 15 FT FROM THE CENTERLINE OF THE
BETWEEN THE BOULDERS AT THE END OF THE BOULDER RIFFLES AND ANY
4. BOULDER RIFFLES ARE TO BE INTEGRATED INTO THE BANKS. THE GAPS
TO PROVIDE MORE COMPLEX HYDRAULICS FOR FISH PASSAGE.
3. THE MID-CHANNEL PORTION OF THE BOULDER RIFFLES ARE TO BE STAGGERED
INTERVAL WILL BEGIN 23 FT FROM THE CREST OF THE FISHWAY RAMP.
IN RIFFLES SPACED AT APPROXIMATELY 23 FT INTERVALS. THE FIRST
2. 36"-48" BOULDERS WILL BE SET 1 FT ABOVE R140 RIPRAP TO RESULT
SIZE AND SPACING OF BOULDERS.
1. NUMBER OF BOULDERS FOR EACH BOULDER RIFFLE IS DEPENDENT ON
SHEET KEYNOTES
GROUND LINE
EXISTING
24" R140 RIPRAP
5.0'
5.0'
RANDOM FILLFILL
RANDOM
2 2DESIGN GRADE LINE
GROUND LINE
EXISTING
24" R140 RIPRAP
ROCK RIFFLE
24" R140 RIPRAP
ROCK RIFFLE
24" R140 RIPRAP
ROCK RIFFLE
GRADE LINE
DESIGN
FILL
GRANULARFILL
RANDOM
CONTROL LINE
ROCK RIFFLE, TYP.
19' RADIUS
25' RADIUS
4'
31'
.5
KEY-IN, TYP.
5'
4'
D
D
1V ON 4H
1V ON 4H
2%
2%
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
970970
970970
-10-20-30-40-50-60-70
E L E
V A
T
IO
N
LINE
CONTROL
0 10 20 30 40 50 60 70 80
4050 30 1020 -40 -50-30-10 -200
E L E
V A
T
IO
N
E L E
V A
T
IO
N
LINE
CONTROL
5.5'
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
M N S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
/6 /2
A N
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T P
A U
L
M
IN
N E
S O
T A
S A
N D H
IL
L R
IV
E R F
IS
H P
A S
S A
G E S
T R
U C
T U
R E
T .S
U L L
Y
C A
A
C A
A
G C
W
P L
A N D
E T
A
IL
S
R O
C K R
IF
F L E
S
C-403
S A
N D H
IL
L R
IV
E R D
R O
P S
T R
U C
T U
R E
S
S T P
A U
L D
IS
T R
IC
T
ST. PAUL DISTRICT
P O
L K C
O U
N T
Y
M N
S A
N D H
IL
L R
IV
E R
S H
R F P
C -4 d g n
0 20'10'
A4
ALONG ROCK RIFFLE
FLOW
A4A1
A1
A4
1V ON 3H
1V ON 3H
TRANSITION
TRANSITION
S T
A D
S T
A D
S T
A D
S T
A D
SHEET KEYNOTES:
F
LO
W
SLO
PI
NG
RI
PRAP
IS
SLO
PI
NG
RI
SLO
PI
NG
RI
V : 3
H
1V : 3H
0%
0%
0%
1V : 3H
1V : 20H
V : 2
H
V :3
H
LINE
CONTROL
B4
C-501
B2
C-501
B4
C-501
B2
C-501
0 20'10'
C1/C-301 AND D1/C-302.
ON SECTIONS FOR CLARITY. SEE SECTIONS
5. CHANNEL DESIGN INFORMATION IS NOT SHOWN
ALONG THE CHANNEL SECTION.
4. 0% SLOPE OF THE RIPRAP OF THE ROCK RIFFLE
ALONG THE CHANNEL SECTION.
3. 4% SLOPE OF THE RIPRAP OF THE ROCK RIFFLE
THE CHANNEL INVERT.
2. ELEVATION IS 5.5' VERTICAL ABOVE CENTER OF
MINIMUM OF 5'.
1. KEY-IN IS 4' WIDE AND KEYED INTO THE SLOPE A
1" = 10'
B4
SCALE:
ROCK RIFFLE
ISOMETRIC VIEW
1" = 10'
B1
SCALE:
ROCK RIFFLE
DETAIL PLAN
V : 2
H
1V : 20H
EXISTING GROUND LINE
GEOTEXTILE
EXISTING GROUND LINE
.7 '23'
BOULDER RIFFLE
EXISTING GROUND LINE
GEOTEXTILE
TOPSOIL
RANDOM FILL
M
IN
IM
U M
U L
A G
/2
A N
S I
D
S A
N D H
IL
L R
IV
E R F
IS
H P
A S
S A
G E S
T R
U C
T U
R E
S A
N D H
IL
L R
IV
E R D
R O
P S
T R
U C
T U
R E
S
P O
L K C
O U
N T
Y
M N
S A
N D H
IL
L R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
A
N A
D
M N S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
S H
R F P
C -5 d g n
RIPRAP
BEDDING
B4
C-501
B2 RIPRAP DETAIL
SCALE: N.T.S.
RIPRAP DETAIL
SCALE: N.T.S.
BOULDER RIFFLE DETAIL
SCALE: N.T.S.
A4
C-102
GEOTEXTILE KEY-IN DETAIL
SCALE: N.T.S.
A2
D E
T A
IL
S
C-403 C-401
C-403 C-401
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
/0
/2
P O
L K C
O U
N T
Y
M N
S A
N D H
IL
L R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S A
N D H
IL
L R
IV
E R F
IS
H P
A S
S A
G E
S
S A
N D H
IL
L R
IV
E R D
R O
P S
T R
U C
T U
R E
S
C A
A
T A
B L E
S
C O
N T
R O
L A
N D W
O R
K L
IM
IT
C-601
S H
R F P
C -6 d g n
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
A
N A
D
M N S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
T S
U L L
Y
G
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
WALL - LEFT
UPPER WING
WALL - RIGHT
UPPER WING
- RIGHT
SIDE WALL
- LEFT
SIDE WALL
WING WALL - LEFT WING WALL - RIGHT
WEIR
END SILL
BASIN
STRUCTURE
- RIGHT
SIDE WALL
- LEFT
SIDE WALL
WING WALL - RIGHTWING WALL - LEFT
BASIN
STRUCTURE
- LEFT
SIDE WALL
WALL - LEFT
UPPER WING
WING WALL - LEFT
WALL - RIGHT
UPPER WING
- RIGHT
SIDE WALL
WING WALL - RIGHT
BASIN
STRUCTURE
Z-27 SHEET PILING Z-27 SHEET PILING
Z-27 SHEET PILINGZ-27 SHEET PILING
PILING
Z-27 SHEET
PILING
Z-27 SHEET
EL. 950.7
WEIREL. 951.7
WALL
TOP EL. 962.0
WALL - RIGHT
UPPER WING
TOP EL. 962.0
WALL - LEFT
UPPER WING
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
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SCALE: 1"=10' SCALE: 1"=10'
0 10'10' 5'
FLOW FLOW
F L
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FLO
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RIGHT VIEW
C
LEFT VIEW
B
FRONT VIEW
A
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EXISTING DROP STRUCTURE 4 - ISOMETRIC
EXISTING DROP STRUCTURE 4 - PLAN
WALL - LEFT
UPPER WING
WALL - RIGHT
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- RIGHT
SIDE WALL
- LEFT
SIDE WALL
WING WALL - LEFT WING WALL - RIGHT
WEIR
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BASIN
STRUCTURE
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- LEFT
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BASIN
STRUCTURE
- LEFT
SIDE WALL
WALL - LEFT
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WING WALL - LEFT
WALL - RIGHT
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- RIGHT
SIDE WALL
WING WALL - RIGHT
BASIN
STRUCTURE
WING WALL
PLANE - SIDE AND
DEMOLITION
I-WALL
PLANE - UPSTREAM
DEMOLITION
WALL
PLANE - WEIR
DEMOLITION
20:1 20:1
LINE
DEMOLITION
LINE
DEMOLITION
LINE
DEMOLITION LINE
DEMOLITION
Z-27 SHEET PILING
Z-27 SHEET PILING
PILING
Z-27 SHEET
Z-27 SHEET PILING
PILING
Z-27 SHEET
PILING
Z-27 SHEET
TOP EL. 962.0
WALL - RIGHT
UPPER WING
TOP EL. 962.0
WALL - LEFT
UPPER WING
EL. 947.45
WEIR OPENING
ORIGIN IS CENTER OF
LINE OF DEMOLITION
EL. 947.45
WEIR OPENING
ORIGIN IS CENTER OF
LINE OF DEMOLITION
LIMITS
EMBEDMENT
SHEETPILE
PILING
Z-27 SHEET
RIGHT
WALL -
WING
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Z-27 SHEET
LIMITS
EMBEDMENT
SHEETPILE
LEFT
WALL -
WING
DEMOLITION.
BELOW LINE OF WALL
SHEETPILE 6 INCHES
STRUCTURE, CUT
BEYOND CONCRETE
DEMOLITION.
BELOW LINE OF WALL
SHEETPILE 6 INCHES
STRUCTURE, CUT
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NOTE: DEMOLITION IS SYMMETRICAL
D E
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SCALE: 1"=10'
SCALE: 1"=10' SCALE: 1"=10'
0 10'10' 5'
FLO
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FLOW FLOW
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DROP STRUCTURE #4
TOP VIEW
A
C D
B
LEFT VIEW
C
A
FRONT VIEW
B
RIGHT VIEW
D
: AREA TO BE REMOVED
GENERAL NOTES THIS SHEET
STRUCTURE.)
BELOW LINE OF WALL DEMOLITION. (TYP. BOTH SIDES OF
5. BEYOND CONCRETE STRUCTURE, CUT SHEETPILE 6 INCHES
COMMENCING DEMOLITION.
FOR VERIFICATION BY THE CONTRACTING OFFICE PRIOR TO
4. CONTRACTOR SHALL MARK DEMOLITION EXTENT IN THE FIELD
SPALLING, ETC.)
TO THE PORTION OF THE STRUCTURE TO REMAIN. (CRACKING,
3. DEMOLITION PROCEDURES SHALL NOT RESULT IN DAMAGE
TYPE OF APPLICATION. SEE SPECIFICATIONS.
INTENDED TO SERVE AS A CORROSION INHIBITOR IN THIS
AN EPOXY MODIFIED CEMENTITIOUS AGENT SPECIFICALLY
OF CUTTING/GRINDING/DEMOLITION SHALL BE COATED WITH
HAZARDS. METAL SURFACES EXPOSED AS A RESULT
CUT OFF/GROUND TO ELIMINATE PROTRUSIONS AND OTHER
REMAINING AS A RESULT OF CONCRETE DEMOLITION SHALL BE
2. ALL REINFORCING, PILING AND OTHER APPURTENANCES
THE SURFACE OF SURROUNDING STONE.
ROUGHENED TO A MINIMUM AMPLITUDE OF 2 INCHES TO MIMIC
1. SURFACES OF DEMOLITION LINES AND PLANES SHALL BE
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