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ABBREVIATIONS
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(CENTERED UNDER
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HT HEIGHT
NTS NOT TO SCALE
GENERAL NOTES:
5. 2017 IMAGERY IS BEING USED ON THESE DRAWINGS.
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
4. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION
3. ELEVATIONS REFER TO NAVD88, GEOID 12B.
MINNESOTA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE.
2. HORIZONTAL COORDINATES BASED ON U.S. SURVEY FEET NAD83
OFFICER UPON CONTRACT AWARD.
VERTICAL CONTROL POINTS ARE AVAILABLE BY REQUEST TO THE CONTRACTING
1. TIE DIAGRAMS AND DETAILED DESCRIPTIONS OF HORIZONTAL AND
POINT
CONTROL
PROJECT##
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DESCRIPTIONDRAWING NO. PRODUCT I.D.
REFERENCE DRAWING INDEX
HYDROGRAPHS
BORING LOGS
REFERENCE DRAWING HEADING
BEST MANAGEMENT PRACTICES FOR EROSION AND SEDIMENT CONTROL
REFERENCE DRAWINGS
Z2-22
DESCRIPTIONDRAWING NO. PRODUCT I.D.
REFERENCE DRAWING INDEX
CS601
CS301
CS201
CS103
CS102
CS101
G-101
G-003
G-002
G-001
WGPU20_CS601---.dgn
WGPU20_CS301---.dgn
WGPU20_CS201---.dgn
WGPU20_CS103---.dgn
WGPU20_CS102---.dgn
WGPU20_CS101---.dgn
WGPU20_G-101---.dgn
WGPU20_G-003---.dgn
WGPU20_G-002---.dgn
WGPU20_G-001---.dgn
CONTROL TABLES
TYPICAL SECTIONS
PROFILES
PLAN VIEW WABASHA SAND AND GRAVEL #2
PLAN VIEW WABSHA GRAVEL PIT ACCESS
PLAN VIEW WABSHA GRAVEL PIT
CIVIL/SITE DRAWINGS
GENERAL PLAN
DRAWING INDEX, LEGEND AND GENERAL NOTES
LOCATION AND VICINITY MAPS
COVER SHEET
DESCRIPTION
CONSTRUCTION DRAWING INDEX
PRODUCT I.D.
DRAWING NO.
AS-BUILT
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SHEET
AND GRAVEL #2
WABASHA SAND
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2. SEE SHEET CS601 FOR WORK LIMITS AND CONTROL TABLES.
SURVEYS.
1. EXISTING GROUND CONTOURS BASED ON FEBRUARY 2018
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WORK LIMITS
CANADIAN PACIFIC RAILROAD
US HIGHWAY 61
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255T
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WORK LIMITS
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220T
225T
230T
235T
240T
245T
250T
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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
W A
B S
H A G
R A
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L P
IT
A
C C
E S
S
M A
T C
H L
IN
E W
IT
H S
H E
E T C
S
CIVIL NOTES:
/0
/0
N
0 100' 200' A1
PLAN VIEW - WABASHA GRAVEL PIT ACCESS
SCALE 1'=100"
W E
S -1
-B -0
THE LENGTH OF THE CONTRACT.
SHALL BE RESPONSIBLE FOR MAINTAINING ACCESS DURING
CANNOT BE GUARANTEED. THEREFORE, THE CONTRACTOR
3. THE ROAD CONDITIONS INTO THE WABASHA GRAVEL PIT
2. SEE SHEET CS601 FOR WORK LIMITS AND CONTROL TABLES.
CONDITIONS ARE CONTINUALLY CHANGING.
FEBRUARY 2018 SURVEYS. HOWEVER,THE TOPOGRAPHIC
1. EXISTING GROUND BASED ON DECEMBER 2012 SURVEYS AND
SHALL BE REMOVED BY OTHERS
STRUCTURE AND CATWALK
SHIELDS AV SITE ACCESSCOUNTY ROAD 30 SITE ACCESS - SEE NOTE 3
WITHIN WORK LIMITS
DO NOT DISTURB TREES
EL. 717.0
EL. 717.0
EL. 717.0
EL. 717.0
EL. 717.0
EL. 717.0
TOP EL. 723.0
TOP EL. 723.0
TOP EL. 723.0WORK LIMI
TS
W O
R K L
IM
IT
S
US HIG
HWAY 61
S H
E
IL
D S A
V
230T
235T
400T405T 410T
415T420T 425T
430T
435T
440T
445T
450T
455T
460T
465T
470T 475T
480T
WORK L
IMIT
S
S L
O P
E
S L
O P
E
S L
O P
E
S L
O P
E
SLOPE5%
PI-4
PI-5
SLOPE
5%
SIT
E A
CCES
S
H
IA
W A
T H
A D
R W
HIA
WATHA D
R W
TOP WIDTH: 0'
STA B 11+75
500T
505T
510T
515T
520T
525T
530T
S H
IE
L D
S A
V
TOP WIDTH: 40'
STA B 1+90.00
TOP WIDTH: 40'
STA B 7+50.00
AND GRAVEL #2
WABASHA SAND
1H:3 H
WABASHA GRAVEL PIT
1H:3H
1H:3H
H :3
H
1H:3H
C O
U N
T Y R
O A
D
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
CS301
O
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
/2
A N
S I
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W A
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A
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W A
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A G
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U
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D A
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IN
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A C
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C F
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ID
0 100' 200'
CIVIL NOTES:
/0
/0
N
A1
PLAN VIEW - WABASHA SAND AND GRAVEL #2
SCALE 1"=100'
W E
S -1
-B -0
SPECIFICATION: SECTION 01 1400.0013 WORK RESTRICTIONS.
3. FOR COUNTY ROAD 30 SITE ACCESS REFER TO THE
2. SEE SHEET CS601 FOR WORK LIMITS AND CONTROL TABLES.
CONTINUALLY CHANGING.
SURVEYS. HOWEVER,THE TOPOGRAPHIC CONDITIONS ARE
1. EXISTING GROUND CONTOURS BASED ON FEBRUARY 2018
EXISTING GROUND
GROUND
EXISTING
TIE INTO
TIE INTO EXISTING GROUND
EXCAVATION
EXISTING GROUND
GROUND
EXISTING
TIE INTO
EXISTING GROUND
TIE INTO
FILL MATERIAL
1V:3H
1V:3H
/2
A N
S I
D
W A
B A
S H
A
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M
IS
S
IS
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T
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B
W A
B A
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A G
R A
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W G
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IN
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M
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C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
P R
O F
IL
/0
/0
CIVIL NOTES:
2. NO SLOPES GREATER THAN 1V:3H WHEN COMPLETED.
SURVEYS.
1. EXISTING GROUND CONTOURS BASED ON FEBRUARY 2018
A1
PROFILE - WABASHA SAND AND GRAVEL #2
SCALE 1"=100'
C1
PROFILE - WABASHA GRAVEL PIT
SCALE 1"=100'
W E
S -1
-B -0
V :3
H
BOTTOM OF EXCAVATION - EL. 680.2
S T
A A
.7
E L
.2
740740
740740
A 0+00A 0+00 A 1+00 A 2+00 A 3+00 A 4+00 A 5+00 A 6+00 A 7+00 A 8+00 A 9+00 A 10+00 A 11+00
E L E
V A
T
IO
N
S O
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IC
IT
A T
IO
N N
O
F
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D W
N B
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D B
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D E
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2 3
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4 5
A
B
M A
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P L
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C A
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D A
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M A
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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
SLOPE
5%
SLOPE
5%
740740
740740
B 0+00B 0+00 B 1+00 B 2+00 B 3+00 B 4+00 B 5+00 B 6+00 B 7+00 B 8+00 B 9+00 B 10+00 B 11+00 B 12+00 B 13+00 B 14+00
S T
A B
.5
E L
.8
S T
A B
.0
E L
.0
S T
A B
.0
E L
.0
S T
A B
.6
E L
.0
S T
A B
.0
E L
.0
S T
A B
.8
E L
.0
S
T A B
.6
E L
.0
S= 0.00000 S= 0.00000
E L E
V A
T
IO
TIE INTO EXISTING GROUND
TIE INTO EXISTING GROUND
TIE INTO EXISTING GROUND
TIE INTO EXISTING GROUND
FILL MATERIAL
EXCAVATION
EXCAVATION EL. 680.2
BOTTOM OF
WIDTH VARIES BETWEEN 0'- 40'
80'
40'
/2
A N
S I
D
W A
B A
S H
A
M N
M
IS
S
IS
S
IP
P I
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S T P
A U
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IS
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IN
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A R
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IN
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M N S
P C
S S
O U
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O N
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U R
V E
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T
N A
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B
W A
B A
S H
A G
R A
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L P
IT
U
N L
O A
D
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S
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P
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A L S
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W G
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N D
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A L C
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C O
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D
IN
A T
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T A
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O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
/0
/0
CIVIL NOTES:
2. NO SLOPES GREATER THAN 1V:3H WHEN COMPLETED.
SURVEYS.
1. EXISTING GROUND CONTOURS BASED ON FEBRUARY 2018
W E
S -1
-B -0
TYPICAL SECTION - WABASHA GRAVEL PIT
SCALE 1"=100'
TYPICAL SECTION - WABASHA SAND AND GRAVEL #2
SCALE 1"=100'
S O
L
IC
IT
A T
IO
N N
O
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D W
N B
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2 3
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A
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M A
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P L
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C A
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D A
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N
C O
N T
R A
C T N
O
D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
SLOPE
3%
CL
EL. 717.0 EL. 717.0
0 20 40 60 80 100 120 140 160 180 200 220 240-20-40-60-80-100-120-140-160-180-200-220-240
CL
EL. 723.0
SLOPE
3%
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200
E L E
V A
T
IO
/2
A N
S I
D
W A
B A
S H
A
M N
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IS
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IS
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IN
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B
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®of Engineers
US Army Corps of Engineers
US Army Corps
BEST MANAGEMENT PRACTICES
02-04-94
FOR EROSION AND SEDIMENT CONTROL
JIVL
AND PLACED END TO END. THERE CAN BE NO GAPS BETWEEN THE BAILS.
PERIMETER OF THE WORK AREA. THE BAILS MUST BE FIRMLY STAKED
SLOPE OR MINOR DRAINAGEWAY. IT CAN ALSO BE USED AT THE
PLACED PERPENDICULAR TO THE FLOW, ACROSS THE BOTTOM OF A
DISTURBANCE IN THE DRAINAGE AREA. THE BARRIERS SHOULD BE
STRAW BAIL BARRIERS SHOULD BE INSTALLED PRIOR TO MAJOR SOIL
SHOULD BE STAIR-STEPPED.
BE GROOVED WITH DISKS OR SPRING HARROWS. STEEPER SLOPES
THE SLOPE. SLOPES STEEPER THAN 3:1 BUT LESS THAN 2:1 SHOULD
SOON AS POSSIBLE AFTER THE VEGETATION HAS BEEN REMOVED FROM
APPROPRIATE FOR SLOPES OF 3:1 OR FLATTER. IT SHOULD BE DONE AS
IN THE SOIL PERPENDICULAR TO THE DIRECTION OF WATER FLOW, IS
SURFACE ROUGHENING, USING HEAVY EQUIPMENT TO CREATE GROOVES
HORIZONTAL SLOPE GRADING
DRAINAGEWAY RUNOFF CONTROL
stgip000.dgn
STORM SEWER INLET CONTROL
FLO
W
F
LO
W
FLO
W
F
LO
W
STORM SEWER PIPE OUTLET ENERGY DISSIPATION
BA
B
SECTION
A
SECTION
PLAN PLAN
BLANKET
FILTER
BLANKET
FILTER
DEFINED CHANNEL
PIPE OUTLET TO WELL-
NO WELL DEFINED CHANNEL
PIPE OUTLET TO FLAT AREA -
TEMPORARY SEDIMENT TRAP
A
A
PLAN
6’
6’
L=2W
SECTION
D
W FLOW
GEOTEXTILE FABRIC
FLOW
COMPLETELY AROUND TRAP
TEMPORARY FENCING
RIPRAP
RIPRAP
D = 3’ MIN., 6’ MAX.
TIME FOR SEDIMENT TO SETTLE OUT OF THE STORM WATER.
THE SEDIMENT BASIN SHOULD BE DESIGNED WITH SUFFICIENT DETENTION
EXCAVATION OR BY PLACING AN EMBANKMENT ACROSS A DRAINAGEWAY.
TEMPORARY SEDIMENT TRAPS CAN BE CONSTRUCTED EITHER BY
AT 8’ MAX. SPACING
5’ MIN. LENGTH POST
WIRE MESH REINFORCEMENT
GEOTEXTILE FABRIC
NATURAL SOIL
BACKFILL WITH TAMPED
FABRIC ANCHORAGE TRENCH,
INTO TRENCH
EXTEND WIRE MESH
AT 2’ INTERVALS
FABRIC 6" AND FASTEN
OVERLAP GEOTEXTILE
M I N
MIN.
6"
P O
T
M
B E
D M
E N
T
M I N
W I
M
S H
M I N
FLOW
PERIMETER OF THE WORK AREA.
THE DIRECTION OF WATER FLOW. IT CAN ALSO BE PLACED AT THE
BOTTOM OF A SLOPE OR MINOR DRAINAGEWAY, PERPENDICULAR TO
IN THE DRAINAGE AREA. SILT FENCE SHOULD BE PLACED AT THE
SILT FENCE SHOULD BE INSTALLED PRIOR TO MAJOR SOIL DISTURBANCE
PERIMETER SEDIMENT CONTROL
STABILIZED VEHICLE ENTRANCE
ROAD
PAVED
6"
36’ MIN. 4’ 10’
2%
2"-3" WASHED STONE
6"
TO PREVENT SCOUR.
ALL STORM SEWER PIPE OUTLETS SHALL HAVE RIPRAP APRONS, DESIGNED
BLOCK AND GRAVEL INLET PROTECTION
WI. D.O.T. #57 WASHED STONE
AT LEAST 32" SQUARE
INLET OPENING TO BE32"
32"
FROM TOP OF BLOCK.
CLOSER THAN 3"
GRAVEL TO BE NO
BLOCK AROUND INLET.
PLACE 2 COURSES OF
IN EACH BOTTOM ROW FOR DRAINAGE.
PLACE AT LEAST ONE BLOCK ON ITS SIDE
2H:
1V
FILTER (SEE BLOCK AND GRAVEL INLET PROTECTION) MAY BE USED.
DRAINAGEWAY RUNOFF CONTROL) OR CONCRETE BLOCK WITH GRAVEL
(SEE PERIMETER SEDIMENT CONTROL), STRAW BAIL BARRIERS (SEE
RUNOFF UNTIL SOIL IN THE DRAINAGE AREA IS STABILIZED. SILT FENCE
STORM DRAIN INLETS SHALL BE PROTECTED FROM SEDIMENT LADEN
SEDIMENT TRAP OR CONTROLLED STORM SEWER INLET.
IMMEDIATELY. ENTRANCE SHALL BE SLOPED TO DIVERT RUNOFF TO A
BE TRACKED OR WASHED ONTO THE PAVED ROAD, IT MUST BE REMOVED
TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. SHOULD MUD
STABILIZED VEHICLE ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION
OVER ALL BLOCK OPENINGS USED FOR DRAINAGE.
IN EACH BOTTOM ROW. PLACE WIRE MESH WITH �" OPENINGS
DRAIN TOP. PLACE AT LEAST ONE CONCRETE BLOCK ON ITS SIDE
BLOCKS ON FIRM, SMOOTH FOUNDATION EXCAVATED BELOW STORM
RUNOFF USING A DRY BLOCK AND GRAVEL FILTER. LAY CONCRETE
STORM DRAIN INLETS CAN BE PROTECTED FROM SEDIMENT LADEN
STRAW BALE
STAKED AND ENTRENCHED
RUNOFF
SEDIMENT LADEN
OR TWINE
BINDING WIRE
RUNOFF
FILTERED
10" MINIMUM.
AND EMBEDDED IN THE GROUND
REINFORCING BARS IN EACH BALE
TWO 2" X 2" WOOD STAKES OR
Z2 - 22
REFERENCE DRAWING
NPDES/EROSION CONTROL
STANDARD PLATES - DESIGN/CIVIL
DISTRICT OFFICE ST. PAUL, MINNESOTA
AE APPROVING OFFICIAL:
CAD FILE NAME: SHT
OFDATE:
P E D
DRAWING NUMBER:
SYMBOL DESCRIPTION DATE APPROVAL
DESIGNED:
CHECKED:
DRAWN:
DESIGNED:
CHECKED:
SOL. NO:
P E H
St. Paul District
A
B C D E F G
EDCBA
File details come from the government source that posted it.