W912ES-18-B-0010_PLANS_HALFSIZE.pdf
PDF 9 MB Posted
- Attached to
- Wabasha Gravel Pit Unload Federal contract opportunity
- Solicitation number
- W912ES18B0010
About this file
W912ES-18-B-0010 Plans Half-size
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912ES18B0010_Bid_Abstract.pdf | ||
| W912ES-18-B-0010_Amendment_0001.pdf | ||
| W912ES-18-B-0010_PLANS_FULLSIZE.pdf | ||
| W912ES-18-B-0010_SPECS.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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
WABASHA, MN
HIAWATHA DR W
GRANT BLVD W
U .S . H
W Y
M
AIN CHANNEL
M
ISSISSIPPI RIVER
H
IA
W A
T H
A D
R W
WABASHA COUNTY
MINNESOTA
BUFFALO COUNTY
WISCONSIN
AND GRAVEL #2
WABASHA SAND
U .S . H
W Y
C A N
A D
IA
N P
A C
IF
IC
R
R
GRAVEL PIT
WABASHA
S T
A T E H
W Y
/0
/0
/0
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
C A N A D A
ST. PAULS.A.F. L/D'S
STATE BOUNDARIES
RIVERS & LAKES
DISTRICT BOUNDARIES
NATIONAL BOUNDARIES
PROJECT
LOCATION
MINNEAPOLIS
L/D LOCK AND DAM
IOWA
SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
S O U R
IS
R
DEVIL'S
LAKE
R E D
R
IV
E R
O F
T H E
N O R T H
LAKE OF
THE WOODS
UPPER
RED LAKE
LOWER
RED LAKE
LAKE
ITASCA
CASS
LAKE
LAKE
WINNIBIGOSHISH
GRAND RAPIDS
LEECH
LAKE
MILLE
LACS
LAKEM
IS
S
IS
S
IP
P
IR.
S T C
ROI
X R .
LAKE
PEPIN
M
INNE
S
OTA
RIVER
BIGSTONE
LAKE
LAKE
TRAVERSE
ST.CLOUD
WIS
CONSIN R.
MICHIGAN
LAKE SUPERIOR
LEGEND
LOCATION MAP
LAKE
ASHTABULA
SHEYENNE
R.
DARLING
LAKE
FORKS
GRAND
EAU CLAIRE
MADISON
PORTAGE
CH
IP
P E W A
R
CITY
VALLEY
N
W G
P U
G -0 d g n
W G
P U
G -0 d g n
/3
/2
A N
S I
D
W A
B A
S H
A G
R A
V E
L P
IT
U
N L
O A
D
T B
S
E P
P
E P
P
G C
W
L O
C A
T
IO
N A
N D V
IC
IN
IT
Y M
A P
S
G-002
L O
W E
R P
O O
L
W A
B A
S H
A
M N
M
IS
S
IS
S
IP
P I
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
/3
/2
A N
S I
D
W A
B A
S H
A G
R A
V E
L P
IT
U
N L
O A
D
T B
S
E P
P
E P
P
G C
W
L O
C A
T
IO
N A
N D V
IC
IN
IT
Y M
A P
S
G-002
L O
W E
R P
O O
L
W A
B A
S H
A
M N
M
IS
S
IS
S
IP
P I
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
O
ID
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
N A
D
B
N A
V D
NOT TO SCALE
0 1600'800'
B1
VICINITY MAP
SCALE 1"=800"
N
W E
S -1
-B -0
W E
S -1
-B -0
/0
W
G P
U
G -0 d g n
/3
/2
A N
S I
D
W A
B A
S H
A G
R A
V E
L P
IT
U
N L
O A
D
T B
S
E P
P
E P
P
G C
W
G-003
L O
W E
R P
O O
L
W A
B A
S H
A
M N
M
IS
S
IS
S
IP
P I
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
O
ID
N A
V D
8 1
B M
N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
D
.9
G E
N E
R A
L N
O T
E S
D R
A W
IN
G I
N D
E X L E
G E
N D A
N D
GENERAL CROSS-REFERENCING SYMBOLS
ABBREVIATIONS
GENERAL LEGEND
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
A
C-501
LIMITS OF WORK
FILL
CUT
97-41M
AND NUMBER
BORING LOCATION
WATERMAIN
P.I. POINT
MANHOLE
CATCHBASINCB
WATER VALVE
FIRE HYDRANT
REMOVED BUILDINGS
SANITARY SEWER
EXISTING
STORM SEWER
EXISTING
SANITARY SEWER
NEW
NEW STORM SEWER
LEVEE
AND NUMBER
DWG OUTLINE
OVERHEAD P0WER
EXISTING
GROUND DUCT
EXISTING UNDER-
EXISTING GAS
SHEETPILE
EXIST
MAX
MIN
SST
TYPEXISTING
FAR FACE
GALVANIZED
INSIDE FACE
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
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
EACH FACE
BOT
C/L
C&G
CMP CORRUGATED METAL PIPE
EXPANSION JOINT
ELEVATION
EACH WAY
DRAWINGDWG
NUMBER
SAN SANITARY
SPECIFICATIONS
MIRR MIRRORED
* UNLESS OTHERWISE NOTED ON EACH SHEET
APPROX
ALT W/
ALUM
BITUM
CENTER LINE
CLR CLEAR
CJ
CONC
DIA
EF
EJ
EL
EW
FF
GALV
IF
MISC
NF
OF
NO
OC
SPEC
T&B
UNO
UGNDFES FLARED END SECTION
WIDTH
WATER MAINWM
W
RIVERWARDR/W
LONG
LANDWARDL/W
LG
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
D5
SCALE:
D5 DETAIL/SECTION
SUPPLEMENTAL INFORMATION
C-102
C-302
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
SHEET ID X-000
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##
W E
S -1
-B -0
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
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
REF.
SHEET
AND GRAVEL #2
WABASHA SAND
CANADIAN PACIFIC RR
GRAVEL PIT
WABASHA
COUNTY ROAD 30
SHIELDS AV
/3
/2
A N
S I
D
W A
B A
S H
A
M N
M
IS
S
IS
S
IP
P I
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
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
B
W A
B A
S H
A G
R A
V E
L P
IT
U
N L
O A
D
T B
S
E P
P
E P
P
G C
W
G E
N E
R A
L P
L A
N
G-101
W G
P U
G -1 d g n
L O
W E
R P
O O
L
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
0 600' 1200'
/0
/0
W E
S -1
-B -0
A1
GENERAL PLAN
SCALE 1"=600'
N
WABASHA, MN
HIAWATHA DR W
GRANT BLVD W
U .S . H
W Y
M
AIN CHANNEL
M
ISSISSIPPI RIVER
H
IA
W A
T H
A D
R W
WABASHA COUNTY
MINNESOTA
BUFFALO COUNTY
WISCONSIN
U .S . H
W Y
F
LOW
C S
S T
A T E H
W Y
C S
C S
A 6+00
A 11+14 A 11+14
A 0+
B
B
B
B
B
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
3000.0ft
N248
WABCO
L248
LINES DO NOT DISTURB
OVERHEAD POWER
/2
A N
S I
D
W A
B A
S H
A
M N
M
IS
S
IS
S
IP
P I
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
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
B
W A
B A
S H
A G
R A
V E
L P
IT
U
N L
O A
D
T B
S
E P
P
E P
P
G C
W
CS101
W G
P U
C S d g n
L O
W E
R P
O O
L
W A
B S
H A G
R A
V E
L P
IT
P L
A N V
IE
W
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
0 100' 200'
M A
T C
H L
IN
E W
IT
H S
H E
E T C
S
CIVIL NOTES:
/0
/0
N
A1
PLAN VIEW - WABASHA GRAVEL PIT
SCALE 1'=100"
W E
S -1
-B -0
2. SEE SHEET CS601 FOR WORK LIMITS AND CONTROL TABLES.
SURVEYS.
1. EXISTING GROUND CONTOURS BASED ON FEBRUARY 2018
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
WORK LIMITS
CANADIAN PACIFIC RAILROAD
US HIGHWAY 61
215T
255T
260T
265T275T
PI-1
PI-3
WABASHA GRAVEL PIT
A
A 7+
A 8+
A 9+
A
+0
A
+0
STA A 2+00.70
A
280T
285T
A
CS301
A
A
A
EL. 680.2
E L . 6
.2
EL. 680.2
E L . 6
.2
1V :3
H
1V :3
H
V :3
H
V :3
H
1V:
3H
270T
W O
R K L
IM
IT
S
PI-2
V :3
H
COUNTY ROAD 30 SITE ACCESS - SEE NOTE 3
WORK LIMITS
W O
R K L
IM
IT
S
WABASHA GRAVEL PIT
220T
225T
230T
235T
240T
245T
250T
SIT
E A
CCES
S
US HIG
HWAY 61
H
IA
W A
T H
A D
R W
WABASHA GRAVEL PIT
C O
U N
T Y R
O 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
/2
A N
S I
D
W A
B A
S H
A
M N
M
IS
S
IS
S
IP
P I
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
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
B
W A
B A
S H
A G
R A
V E
L P
IT
U
N L
O A
D
T B
S
E P
P
E P
P
G C
W
CS102
W G
P U
C S d g n
L O
W E
R P
O O
L
P L
A N V
IE
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
W A
B S
H A G
R A
V E
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
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
/2
A N
S I
D
W A
B A
S H
A
M N
M
IS
S
IS
S
IP
P I
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
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
B
W A
B A
S H
A G
R A
V E
L P
IT
U
N L
O A
D
T B
S
E P
P
E P
P
G C
W
CS103
W G
P U
C S d g n
L O
W E
R P
O O
L
P L
A N V
IE
B A
S H
A S
A N
D A
N D G
R A
V E
L
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
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
M N
M
IS
S
IS
S
IP
P I
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
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
B
W A
B A
S H
A G
R A
V E
L P
IT
U
N L
O A
D
T B
S
E P
P
E P
P
G C
W
CS201
W G
P U
C S d g n
L O
W E
R P
O O
L
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
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
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
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
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
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
B
W A
B A
S H
A G
R A
V E
L P
IT
U
N L
O A
D
T B
S
E P
P
E P
P
G C
W
T Y
P
IC
A L S
E C
T
IO
N S
CS301
W G
P U
C S d g n
L O
W E
R P
O O
L
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
/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
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
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
/1 /2
A N
S I
D
W A
B A
S H
A
M N
M
IS
S
IS
S
IP
P I
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
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
B
W A
B A
S H
A G
R A
V E
L P
IT
U
N L
O A
D
T B
S
E P
P
E P
P
G C
W
C O
N T
R O
L T
A B
L E
S
CS601
W G
P U
C S d g n
L O
W E
R P
O O
L
/0
/0
W E
S -1
-B -0
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
BEST MANAGEMENT PRACTICES
02-04-94
FOR EROSION AND SEDIMENT CONTROL
JIVL
STRAW BAIL BARRIERS SHOULD BE INSTALLED PRIOR TO MAJOR SOIL
DISTURBANCE IN THE DRAINAGE AREA. THE BARRIERS SHOULD BE
PLACED PERPENDICULAR TO THE FLOW, ACROSS THE BOTTOM OF A
SLOPE OR MINOR DRAINAGEWAY. IT CAN ALSO BE USED AT THE
PERIMETER OF THE WORK AREA. THE BAILS MUST BE FIRMLY STAKED
AND PLACED END TO END. THERE CAN BE NO GAPS BETWEEN THE BAILS.
SURFACE ROUGHENING, USING HEAVY EQUIPMENT TO CREATE GROOVES
IN THE SOIL PERPENDICULAR TO THE DIRECTION OF WATER FLOW, IS
APPROPRIATE FOR SLOPES OF 3:1 OR FLATTER. IT SHOULD BE DONE AS
SOON AS POSSIBLE AFTER THE VEGETATION HAS BEEN REMOVED FROM
THE SLOPE. SLOPES STEEPER THAN 3:1 BUT LESS THAN 2:1 SHOULD
BE GROOVED WITH DISKS OR SPRING HARROWS. STEEPER SLOPES
SHOULD BE STAIR-STEPPED.
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
FILTER
BLANKET
FILTER
BLANKET
PIPE OUTLET TO WELL-
DEFINED CHANNEL
PIPE OUTLET TO FLAT AREA -
NO WELL DEFINED CHANNEL
TEMPORARY SEDIMENT TRAP
A
A
PLAN
6’
6’
L=2W
SECTION
D
W FLOW
GEOTEXTILE FABRIC
FLOW
TEMPORARY FENCING
COMPLETELY AROUND TRAP
RIPRAP
RIPRAP
D = 3’ MIN., 6’ MAX.
TEMPORARY SEDIMENT TRAPS CAN BE CONSTRUCTED EITHER BY
EXCAVATION OR BY PLACING AN EMBANKMENT ACROSS A DRAINAGEWAY.
THE SEDIMENT BASIN SHOULD BE DESIGNED WITH SUFFICIENT DETENTION
TIME FOR SEDIMENT TO SETTLE OUT OF THE STORM WATER.
5’ MIN. LENGTH POST
AT 8’ MAX. SPACING
WIRE MESH REINFORCEMENT
GEOTEXTILE FABRIC
FABRIC ANCHORAGE TRENCH,
BACKFILL WITH TAMPED
NATURAL SOIL
EXTEND WIRE MESH
INTO TRENCH
OVERLAP GEOTEXTILE
FABRIC 6" AND FASTEN
AT 2’ INTERVALS
M I N
6"
MIN.2
M I N
P O
T
M
B E
D M
E N
T
I N
W I
S
H
FLOW
SILT FENCE SHOULD BE INSTALLED PRIOR TO MAJOR SOIL DISTURBANCE
IN THE DRAINAGE AREA. SILT FENCE SHOULD BE PLACED AT THE
BOTTOM OF A SLOPE OR MINOR DRAINAGEWAY, PERPENDICULAR TO
THE DIRECTION OF WATER FLOW. IT CAN ALSO BE PLACED AT THE
PERIMETER OF THE WORK AREA.
PERIMETER SEDIMENT CONTROL
STABILIZED VEHICLE ENTRANCE
PAVED
ROAD
6"
36’ MIN. 4’ 10’
2%
2"-3" WASHED STONE
6"
ALL STORM SEWER PIPE OUTLETS SHALL HAVE RIPRAP APRONS, DESIGNED
TO PREVENT SCOUR.
BLOCK AND GRAVEL INLET PROTECTION
WI. D.O.T. #57 WASHED STONE
INLET OPENING TO BE
AT LEAST 32" SQUARE
32"
32"
GRAVEL TO BE NO
CLOSER THAN 3"
FROM TOP OF BLOCK.
PLACE 2 COURSES OF
BLOCK AROUND INLET.
PLACE AT LEAST ONE BLOCK ON ITS SIDE
IN EACH BOTTOM ROW FOR DRAINAGE.
2H:
1V
STORM DRAIN INLETS SHALL BE PROTECTED FROM SEDIMENT LADEN
RUNOFF UNTIL SOIL IN THE DRAINAGE AREA IS STABILIZED. SILT FENCE
(SEE PERIMETER SEDIMENT CONTROL), STRAW BAIL BARRIERS (SEE
DRAINAGEWAY RUNOFF CONTROL) OR CONCRETE BLOCK WITH GRAVEL
FILTER (SEE BLOCK AND GRAVEL INLET PROTECTION) MAY BE USED.
STABILIZED VEHICLE ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION
TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. SHOULD MUD
BE TRACKED OR WASHED ONTO THE PAVED ROAD, IT MUST BE REMOVED
IMMEDIATELY. ENTRANCE SHALL BE SLOPED TO DIVERT RUNOFF TO A
SEDIMENT TRAP OR CONTROLLED STORM SEWER INLET.
STORM DRAIN INLETS CAN BE PROTECTED FROM SEDIMENT LADEN
RUNOFF USING A DRY BLOCK AND GRAVEL FILTER. LAY CONCRETE
BLOCKS ON FIRM, SMOOTH FOUNDATION EXCAVATED BELOW STORM
DRAIN TOP. PLACE AT LEAST ONE CONCRETE BLOCK ON ITS SIDE
IN EACH BOTTOM ROW. PLACE WIRE MESH WITH �" OPENINGS
OVER ALL BLOCK OPENINGS USED FOR DRAINAGE.
STAKED AND ENTRENCHED
STRAW BALE
SEDIMENT LADEN
RUNOFF
BINDING WIRE
OR TWINE
FILTERED
RUNOFF
TWO 2" X 2" WOOD STAKES OR
REINFORCING BARS IN EACH BALE
AND EMBEDDED IN THE GROUND
10" MINIMUM.
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.