A.03.09 - Drawings And Maps.pdf
PDF 24 MB Posted
- Attached to
- Perry Lake Relief Well Collector Ditch
- Solicitation number
- W912DQ20B1075
About this file
This document provides details on a federal contract opportunity for reconstruction work. The solicitation number is W912DQ20B1075 and seeks bids for reconstruction of a relief well ditch collector located in Perry Lake, Kansas. The work involves reconstructing drainage infrastructure to improve relief of water from the lake. The contracting agency is the U.S. Army Corps of Engineers, Kansas City District. The opportunity type is a solicitation and additional details on response requirements or award timing are not included in this brief overview.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
GI001
R
C A
U T
H E
N
S
M E
N S
IN
G
S
M E
N S
IN
G
P
D U
K U of Engineers
US Army Corps
DELAWARE RIVER, KANSAS
PERRY DAM
RELIEF WELL COLLECTOR DITCH AND SLIDE REPAIR
CONTRACT NO.:XXXX
ISSUE DATE:
P E
R W
C D
S R
G I0
.D
G N
KANSAS CITY DISTRICT
P2 - XXXXX, FY 2020
SOLICITATION NO.:XXXX
C O
V E
R
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
S
K A
N S
A S C
IT
Y D
IS
T R
IC
T
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
P E
R R
Y D
A M
D E
L A
W A
R E R
IV
E R
K A
N S
A S
R E
L
IE
F W
E L L C
O L L E
C T
O R D
IT
C H A
N D S
L
ID
E R
E P
A
IR
K M is s io n P ro je c ts c iv
D a m S a fe ty P
E P ro je c t w o rk
C o lle c to r
D it c h a n d S lid e R e p a ir .0 E n g in e e ri n g -D e s ig n .1 D ra w in g s
IS
S
U E D
A T
E
A U
G U
S T
GI002
C A
U T
H E
N
S
M E
N S
IN
G
S
M E
N S
IN
G
P
D U
K U
P E
R W
C D
S R
G I0
.D
G N
G-001
SHEET NO. TITLE CADD FILE NO.
INDEX
PE_RWCDSR_G-001.DGN
PE_RWCDSR_G-003.DGN
CS100 OVERALL SITE PLAN
CS101
CS102
CS103
PE_RWCDSR_CS100.DGN
PLAN DETAILS OF COLLECTOR DITCH AND STATIONING
CS301 TYPICAL CROSS SECTIONS
CS501
CS502
RC501
CIVIL
RECORD DRAWINGS (FIO)
RELIEF WELL AND ACCESS RAMP DETAILS
COLLECTOR DITCH SECTION , SWALE SECTION, AND FLOWLINE DETAIL
PARSHALL MEASURING FLUME 9" THROAT PE_RWCDSR_RC501.DGN
PE_RWCDSR_RC503.DGN
PE_RWCDSR_RC504.DGN
PE_RWCDSR_RC505.DGN
PE_RWCDSR_RC507.DGN
PE_RWCDSR_RC508.DGN
RC502
RELIEF WELL PROFILE, SCHEDULE AND DETAILS
RELIEF WELLS AND DITCH DETAILS
RELIEF WELLS AND DETCH DETAILS
SITE PLAN ABANDONMENT AND REJUVINATION DETAILS
RC503
RC504
RC505
RC507
RELIEF WELL INSTALLATION DETAILS
G-002 PE_RWCDSR_G-002.DGN
G-003
INDEX
COVER
IN
D
E X
VICINITY AND LOCATION MAPS
PLAN DETAILS - SLIDE AREA
PE_RWCDSR_RC502.DGNPIEZOMETER LOCATION PLAN - SCHEDULE AND EXTENSION DETAILS
RC508
CS503 COLLECTOR DITCH SECTION OF GRADING AFTER WORK COMPLETION
PE_RWCDSR_CS101.DGN
PE_RWCDSR_CS102.DGN
PE_RWCDSR_CS103.DGN
PE_RWCDSR_CS301.DGN
PE_RWCDSR_CS501.DGN
PE_RWCDSR_CS502.DGN
PE_RWCDSR_CS503.DGN
LOCATION OF TRI-CULVERT DISPOSAL AREA
PE_RWCDSR_RC506.DGNRC506 PIEZOMETER SCHEDULES
PE_RWCDSR_RC509.DGNRC509 RELIEF WELL INSTALLATION SCHEDULES
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N S
A S C
IT
Y D
IS
T R
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
P E
R R
Y D
A M
D E
L A
W A
R E R
IV
E R
K A
N S
A S
R E
L
IE
F W
E L L C
O L L E
C T
O R D
IT
C H A
N D S
L
ID
E R
E P
A
IR
K M is s io n P ro je c ts c iv
D a m S a fe ty P
E P ro je c t w o rk
C o lle c to r
D it c h a n d S lid e R e p a ir .0 E n g in e e ri n g -D e s ig n .1 D ra w in g s
IS
S
U E D
A T
E
A U
G U
S T
GI003
C A
U T
H E
N
S
M E
N S
IN
G
S
M E
N S
IN
G
P
D U
K U
P E
R W
C D
S R
G I0
.D
G N
D6 NOT TO SCALE
CAMPGROUND
SMITH FORK PARK
N
OTTAWA
HILLSDALE
LAWRENCE
MERRIAM
LEAVENWORTH
LEXINGTON
I O W A
N E B R.
K A N S A S
ST. JOSEPH
CITY
KANSAS
M I S S O U R I e t t a l P i r u o s s i
M r e v i R s a s n a r e v i R
PERRY LAKE
PARK
OVERLAND
I-70
I-35
I-49
I-29
I-70
EMPORIA
MANHATTAN
D E L A
W A
R E R
IV
E R
E1 NOT TO SCALE
PROJECT VICINITY MAP
N
V
IC
IN
IT
Y A
N D L
O C
A T
IO
N M
A P
S
PROJECT SITE
TOPEKA
CITY
JUNCTION
I-35
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
SALINA LOUIS
ST.
MOINES
DES
OMAHA
NEBRASKA
KANSAS
IOWA
MISSOURI
SALINA
CITY
KANSAS
LOUIS
ST.
MOINES
DES
OMAHA
INTERSTATE
INTERSTATE
WICHITA
INTERSTATE
INTERSTATE
PROJECT SITE
B2 SCALE: NTS
N
REGIONAL MAP
PROJECT AREA MAP
TOPEKA
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N S
A S C
IT
Y D
IS
T R
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
P E
R R
Y D
A M
D E
L A
W A
R E R
IV
E R
K A
N S
A S
R E
L
IE
F W
E L L C
O L L E
C T
O R D
IT
C H A
N D S
L
ID
E R
E P
A
IR
K M is s io n P ro je c ts c iv
D a m S a fe ty P
E P ro je c t w o rk
C o lle c to r
D it c h a n d S lid e R e p a ir .0 E n g in e e ri n g -D e s ig n .1 D ra w in g s
IS
S
U E D
A T
E
A U
G U
S T
C A
U T
H E
N
S
M E
N S
IN
G
S
M E
N S
IN
G
P
D U
K U
P E
R W
C D
S R
C
S .D
G N
N
P E R R Y L A K E PERRY LAKE DAM
D
AM
R
O
AD
AREA
ROCK DISPOSAL
DISPOSAL AREA
TRI-CULVERT
O U
TL
ET
PAR
K E
SP
IL
LW
AY
R O
AD
MATERIAL AREA
BORROW
PROJECT OFFICE
PERRY LAKE
SPILLWAY ROAD
39TH ST.
P E
R R
Y L
A K
E P
A R
K M
G M
T . R
O A
D
PROJECT LOCATION
ROCK STORAGE AREA
USACE PROVIDED
STAGING AREAS
EQUIPMENT
PERRY FLUME DITCH
SLIDE REPAIR AREA
PER
R
Y R
ELI
EF
W
ELL
C
O
LL
EC
TO
R D
IT
C H
INTAKE TOWER
0 300' 600'B1 SCALE : 1" = 300'
OVERALL SITE PLAN
O V
E R
A L L S
IT
E P
L A
N
CS100
SHEET NOTES
STAGING AREA
EQUIPMENT
AREA
ROCK STORAGE
LEGEND
MATERIAL AREA.
SHALL BE PERFORMED AT THE BORROW
BORROW MATERIALS PRIOR TO PLACEMENT
4. ANY DRYING OR CONDITIONING OF
OPERATE IN AND AROUND CMP SUPPORTS.
SPECIAL CARE NEEDS TO BE TAKEN TO
RESTRICTING FLOW FROM THE CMPS.
ACROSS CHANNEL SUCH THAT ITS NOT
DISPOSAL AREA. PLACE MATERIAL UNIFORMLY
BELOW CMP OUTFALL PIPES IN TRI-CULVERT
3. DISPOSAL MATERIAL NEEDS TO BE PLACED
WITH COR.
2. COORDINATE BORROW AREA LIMITS
BETWEEN MATERIAL STORAGE AREAS.
1. EQUIPMENT STAGING AREA IS LOCATED
NOTES:
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N S
A S C
IT
Y D
IS
T R
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
P E
R R
Y D
A M
D E
L A
W A
R E R
IV
E R
K A
N S
A S
R E
L
IE
F W
E L L C
O L L E
C T
O R D
IT
C H A
N D S
L
ID
E R
E P
A
IR
K M is s io n P ro je c ts c iv
D a m S a fe ty P
E P ro je c t w o rk
C o lle c to r
D it c h a n d S lid e R e p a ir .0 E n g in e e ri n g -D e s ig n .1 D ra w in g s
IS
S
U E D
A T
E
A U
G U
S T
CS101
M E
N S
IN
G
S
M E
N S
IN
G
P E
N D
O D
U K
O
R
C A
U T
H E
N P E
R W
C D
S R
C
S .D
G N
C O
L L E
C T
O R D
IT
C H A
N D S
T A
T
IO
N
IN
G
P L
A N D
E T
A
IL
S O
F
A1 NOT TO SCALE
N
PLAN DETAIL - APPROXIMATE COLLECTOR DITCH STATIONING
ROCK STOCKPILE AREA
C CHANNEL FLOW LINE
L
N
NORTH
SHEET NOTES
COLLECTOR DITCH.
DELAWARE RIVER RESULTING IN FLOOD OF THE
THAT WOULD AFFECT WATER LEVELS WITHIN
2. MONITOR RIVER GAGE FOR KANSAS RIVER STAGES
DELAWARE RIVER.
WILL BE FLOODED BY BACKWATER FROM
1. THE RELIEF WELL COLLECTOR DITCH MOST LIKELY
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N S
A S C
IT
Y D
IS
T R
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
P E
R R
Y D
A M
D E
L A
W A
R E R
IV
E R
K A
N S
A S
R E
L
IE
F W
E L L C
O L L E
C T
O R D
IT
C H A
N D S
L
ID
E R
E P
A
IR
K M is s io n P ro je c ts c iv
D a m S a fe ty P
E P ro je c t w o rk
C o lle c to r
D it c h a n d S lid e R e p a ir .0 E n g in e e ri n g -D e s ig n .1 D ra w in g s
IS
S
U E D
A T
E
A U
G U
S T
CS502
B1
CS501
B2
CS502
E3
CS502
B6 CS501
D2
36+00
STA
33+00
STA
30+00
STA
39+00
STA
42+00
STA
45+00
STA
47+00
STA
49+00
STA
27+00
STA
EAST END WEST END
PROJECT ACCESS RAMPS
RIGHT ABUTEMENT
DITCH
ROAD CULVERT AND FLUME
DAM TOE ROAD
CS102
S
M E
N S
IN
G
S
M E
N S
IN
G
P E
N D
O D
U K
O
R
C A
U T
H E
N P E
R W
C D
S R
C
S .D
G N
S L
ID
E A
R E
A
P L
A N D
E T
A
IL
S
CENTERLINE OF DRAINAGE DITCH
GUARDRAIL
END OF GROUTED RIPRAP
PLACEMENT ONLY
ROCK
N
NORTH
BEFORE START OF WORK.
MASS MAY BE EXTENDED BASED UPON FIELD VERIFICATION
PARALLEL TO THE DAM TOE. ACTUAL LIMITS OF SLIDE
SLIDE IS ESTIMATED TO BE 100 FEET IN LENGTH
SLIDE AREA REPAIR AND ROCK PLACEMENT.
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N S
A S C
IT
Y D
IS
T R
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
P E
R R
Y D
A M
D E
L A
W A
R E R
IV
E R
K A
N S
A S
R E
L
IE
F W
E L L C
O L L E
C T
O R D
IT
C H A
N D S
L
ID
E R
E P
A
IR
K M is s io n P ro je c ts c iv
D a m S a fe ty P
E P ro je c t w o rk
C o lle c to r
D it c h a n d S lid e R e p a ir .0 E n g in e e ri n g -D e s ig n .1 D ra w in g s
IS
S
U E D
A T
E
A U
G U
S T
SHEET NOTES
WITH DRAIN ROCK TO MATCH ADJACENT SLOPES.
1. REMOVE SLIDE MASS, REPAIR SLIDE ZONE, AND COVER
GROUTED GUTTER
B3 NOT TO SCALE
Slide Area
CS301
E1
P E R R
Y L
A K E
PERRY
DAM
SP
IL
LW
AY
RO
AD
D E L A
W A R E R
IV
E R
DISPOSAL AREA
TRI-CULVERT
CS103
S
M E
N S
IN
G
S
M E
N S
IN
G
P E
N D
O D
U K
O
R
C A
U T
H E
N P E
R W
C D
S R
C
S .D
G N
FLUME DITCH
COLLECTOR DITCH
CROSSING
CULVERT
RELIEF WELL LINE
ORIGINAL
SHEET NOTES
MAINTAIN POSITIVE DRAINAGE DOWNSTREAM.
2. GRADE MATERIAL DISPOSED BELOW CULVERTS TO
1. DISPOSE MATERIAL IN CHANNEL BELOW CULVERTS.
D
IS
P O
S A
L A
R E
A
L O
C A
T
IO
N O
F T
R I-
C U
L V
E
O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N S
A S C
IT
Y D
IS
T R
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
P E
R R
Y D
A M
D E
L A
W A
R E R
IV
E R
K A
N S
A S
R E
L
IE
F W
E L L C
O L L E
C T
O R D
IT
C H A
N D S
L
ID
E R
E P
A
IR
K M is s io n P ro je c ts c iv
D a m S a fe ty P
E P ro je c t w o rk
C o lle c to r
D it c h a n d S lid e R e p a ir .0 E n g in e e ri n g -D e s ig n .1 D ra w in g s
IS
S
U E D
A T
E
A U
G U
S T
4040 0 2020
865865
865865
CS301
S
M E
N S
IN
G
S
M E
N S
IN
G
P E
N D
O D
U K
O
R
C A
U T
H E
N P E
R W
C D
S R
C
S .D
G N
T Y
P
IC
A L C
R O
S S S
E C
T
IO
N S
DITCH LINER ROCK
BEDDING
E1 E6
TYPICAL SLIDE CROSS-SECTION REPAIR
C1
TYPICAL ROCK PLACEMENT CROSS-SECTION
C6
ROCK OVERLAY
CROSS-SECTIONAL AREA FOR SLIDE
" M
IN
. T
H
IC
K N
E S S
DRAWING ELEVATIONS ARE FOR REFERENCE ONLY
SHEET NOTES
EXISTING SLOPE. SEE DETAIL C1, SHT CS301.
3. PLACE ROCK ON REPAIRED SLOPE TO MATCH ADJACENT
SEE DETAIL E6, SHT CS301.
2 PLACE FILL AND COMPACT IN ACCORDANCE WITH SPECIFICATIONS.
WITH SPECIFICATIONS. SEE DETAIL E6, SHT CS301.
1. BENCH BOTTOM OF SLIDE IN ROAD EMBANKMENT IN ACCORDANCE
TYPICAL EXISTING SLIDE CROSS-SECTION
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N S
A S C
IT
Y D
IS
T R
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
P E
R R
Y D
A M
D E
L A
W A
R E R
IV
E R
K A
N S
A S
R E
L
IE
F W
E L L C
O L L E
C T
O R D
IT
C H A
N D S
L
ID
E R
E P
A
IR
K M is s io n P ro je c ts c iv
D a m S a fe ty P
E P ro je c t w o rk
C o lle c to r
D it c h a n d S lid e R e p a ir .0 E n g in e e ri n g -D e s ig n .1 D ra w in g s
IS
S
U E D
A T
E
A U
G U
S T
DRAWING ELEVATIONS ARE FOR REFERENCE ONLY
1"= 5' VERT.
SCALE: 1" = 10' HORIZ.
SCALE: 1"= 5' VERT.
SCALE: 1"= 5' VERT.
SCALE: NO SCALE
SLIDE REPAIR
DAM TOE ROAD
EDGE OF
ROCK PLACMENT
ORIGINAL SLOPE
RESTORE TO
DITCH ROCK
EXISTING
SEE SECTION C6
BEFORE PLACING FILL
SLIDE MASS AT 1V : 2H
BENCH BOTTOM OF
REPAIRING SLIDE MASS
ROCK AND REPLACE AFTER
REMOVE DISTURBED DRAIN
C L
20' 3'
SPLASH PAD
OUTFALL PIPE
RELIEF WELL UPRIGHT TOP OF SLOPE
TOE OF SLOPE
6 INCH MINIMUM OUTFALL OVERHANG
CHANNEL FLOW LINE
EXISTING ROCK SLOPE
2' MIN.
" M
IN
3' MIN. STOCKPILE
FROM MATERIAL
CS501
S
M E
N S
IN
G
S
M E
N S
IN
G
P E
N D
O D
U K
O
R
C A
U T
H E
N P E
R W
C D
S R
C
S .D
G N
R A
M P D
E T
A
IL
S
R E
L
IE
F W
E L L A
N D A
C C
E S
S
D2
PLAN DETAIL - RELIEF WELL OUTFALL (TYP.)
B2
ACCESS RAMP DETAIL
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N S
A S C
IT
Y D
IS
T R
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
P E
R R
Y D
A M
D E
L A
W A
R E R
IV
E R
K A
N S
A S
R E
L
IE
F W
E L L C
O L L E
C T
O R D
IT
C H A
N D S
L
ID
E R
E P
A
IR
K M is s io n P ro je c ts c iv
D a m S a fe ty P
E P ro je c t w o rk
C o lle c to r
D it c h a n d S lid e R e p a ir .0 E n g in e e ri n g -D e s ig n .1 D ra w in g s
IS
S
U E D
A T
E
A U
G U
S T
LEF
T O
VER 3
" O
R 1 1/2
" AGGREGATE
CHANNEL
-30 -20 -10 20 300 10
1'
2'
1'
2'
24" MAX.
M A
X
. 24" MAX.
E3
RELIEF WELL COLLECTOR DITCH SECTION
CS502
S
M E
N S
IN
G
S
M E
N S
IN
G
P E
N D
O D
U K
O
R
C A
U T
H E
N P E
R W
C D
S R
C
S .D
G N
A N
D F
L O
W L
IN
E D
E T
A
IL
C O
L L E
C T
O R D
IT
C H S
E C
T
IO
N S
W A
L E S
E C
T
IO
N
CS502
B3
SHEET NOTES
DESCRIPTION OF EXISTING CONDITION.
1. SEE SPECIFICATIONS 01 11 00 SECTION 1.4 FOR
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N S
A S C
IT
Y D
IS
T R
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
P E
R R
Y D
A M
D E
L A
W A
R E R
IV
E R
K A
N S
A S
R E
L
IE
F W
E L L C
O L L E
C T
O R D
IT
C H A
N D S
L
ID
E R
E P
A
IR
K M is s io n P ro je c ts c iv
D a m S a fe ty P
E P ro je c t w o rk
C o lle c to r
D it c h a n d S lid e R e p a ir .0 E n g in e e ri n g -D e s ig n .1 D ra w in g s
IS
S
U E D
A T
E
A U
G U
S T
E L E
V A
T
IO
N
IN
F
E T
COLLE
CTOR F
LOW
LIN
E
CONFLUENCE A
REA
FLOWDRAIN
AGE
FLOWDRAIN
AGE
C L
C L
WIDE
3 FEET MAX.
OR AS DIRECTED BY COR.
3. GRADE SWALE AT LEAST 1% TOWARDS COLLECTOR DITCH
ON SURVEY FINDINGS.
2. SWALE DIMENSIONS WILL BE ADJUSTED BASED
AS DEPICTED IN SPECIFICATIONS, 31 00 00.
AFTER COMPLETION OF TOPOGRAPHIC SURVEY
1. SWALE LOCATIONS WILL BE DETERMINED
SWALE NOTES:
5 FE
ET S
WALE
1"= 5' VERT.
SCALE: 1" = 5' HORIZ.
RISER
RELIEF WELL
RISER
RELIEF WELL
OUTFALL PIPE OUTFALL PIPE
F L
O W
DAM T
OE
DAM TOETOE ROAD
EDGE OF DAM
RISER PIPE
RELIEF WELL
PAD
SPLASH
PIPE
OUTFALL
BOTTOM
CHANNEL
INDICATORS
FLOW DIRECTION
RISER GRADING AND
RELIEF WELL
WELL RISER PIPE.
RADIUS AROUND RELIEF
GRADE 24 INCH MAX.
QUARRY RUN AGGREGATE
3" CLEAN AGGREGATE
3" CLEAN AGGREGATE
" CLEAN AGGREGATE2
" CLEAN AGGREGATE2
M
IN
.5
M
IN
.5
M
IN
B3 NOT TO SCALE
FLOWLINE DETAIL
B6 NOT TO SCALE
TYPICAL SWALE CROSS-SECTION
BE 6 FEET +/- 6 INCHES
FINISHED WIDTH SHALL
B1 NOT TO SCALE
TYPICAL RELIEF WELL RISER GRADING
SPECIFICATIONS 31 05 21
ACCORDANCE WITH
INSTALL GEO-GRID IN
-30 -20 -10 20 300 10
1'
2'
1'
2'
E3
WELL COLLECTOR DITCH AFTER WORK COMPLETION
TYPICAL GRADING BETWEEN DAM TOE ROAD AND RELIEF
CS503
S
M E
N S
IN
G
S
M E
N S
IN
G
P E
N D
O D
U K
O
R
C A
U T
H E
N P E
R W
C D
S R
C
S .D
G N
A F
T E
R W
O R
K C
O M
P L E
T
IO
N
C O
L L E
C T
O R D
IT
C H S
E C
T
IO
N O
F G
R A
D
IN
G
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N S
A S C
IT
Y D
IS
T R
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
P E
R R
Y D
A M
D E
L A
W A
R E R
IV
E R
K A
N S
A S
R E
L
IE
F W
E L L C
O L L E
C T
O R D
IT
C H A
N D S
L
ID
E R
E P
A
IR
K M is s io n P ro je c ts c iv
D a m S a fe ty P
E P ro je c t w o rk
C o lle c to r
D it c h a n d S lid e R e p a ir .0 E n g in e e ri n g -D e s ig n .1 D ra w in g s
IS
S
U E D
A T
E
A U
G U
S T
SHEET NOTES
3. SEED AREA AFTER GRADING.
COLLECTOR DITCH.
2 MAINTAIN POSITIVE DRAINAGE TOWARDS THE RELIEF WELL
AREA AS DIRECTED BY USACE COR.
WELL COLLECTOR DITCH USING MATERIAL FROM BORROW
1. GRADE AREA BETWEEN EDGE OF DAM TOE ROAD AND RELIEF
E L E
V A
T
IO
N
IN
F
E T
C L
C L
1"= 5' VERT.
SCALE: 1" = 5' HORIZ.
RISER
RELIEF WELL
RISER
RELIEF WELL
OUTFALL PIPE OUTFALL PIPE
2% GRADE (MIN.)
DAM TOETOE ROAD
EDGE OF DAM
RC501
A
R S
H A
L L M
E A
S U
R
IN
G F
L U
M E
T H
R O
A T
F O
R I
N F
O R
M A
T
IO
N O
N L
Y
P E
N D
O D
U K
O
R
C A
U T
H E
N
S
M E
N S
IN
G
S
M E
N S
IN
G P E
R W
C D
S R
R
C .D
G N
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N S
A S C
IT
Y D
IS
T R
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
P E
R R
Y D
A M
D E
L A
W A
R E R
IV
E R
K A
N S
A S
R E
L
IE
F W
E L L C
O L L E
C T
O R D
IT
C H A
N D S
L
ID
E R
E P
A
IR
IS
S
U E D
A T
E
A U
G U
S T
RC502
E
N D
O D
U K
O
R
C A
U T
H E
N
S
M E
N S
IN
G
S
M E
N S
IN
G P E
R W
C D
S R
R
C .D
G N
S C
H E
D U
L E A
N D E
X T
E N
S
IO
N D
E T
A
IL
S P
IE
Z O
M E
T E
R L
O C
A T
IO
N P
L A
N F
O R I
N F
O R
M A
T
IO
N O
N L
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N S
A S C
IT
Y D
IS
T R
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
P E
R R
Y D
A M
D E
L A
W A
R E R
IV
E R
K A
N S
A S
R E
L
IE
F W
E L L C
O L L E
C T
O R D
IT
C H A
N D S
L
ID
E R
E P
A
IR
IS
S
U E D
A T
E
A U
G U
S T
RC503
C
H E
D U
L E A
N D D
E T
A
IL
S R
E L
IE
F W
E L L P
R O
F
IL
E
F O
R I
N F
O R
M A
T
IO
N O
N L
Y
P E
N D
O D
U K
O
R
C A
U T
H E
N
S
M E
N S
IN
G
S
M E
N S
IN
G P E
R W
C D
S R
R
C .D
G N
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N S
A S C
IT
Y D
IS
T R
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
P E
R R
Y D
A M
D E
L A
W A
R E R
IV
E R
K A
N S
A S
R E
L
IE
F W
E L L C
O L L E
C T
O R D
IT
C H A
N D S
L
ID
E R
E P
A
IR
IS
S
U E D
A T
E
A U
G U
S T
RC504
E
L
IE
F W
E L L S A
N D D
IT
C H D
E T
A
IL
S F
O R I
N F
O R
M A
T
IO
N O
N L
Y
P E
N D
O D
U K
O
R
C A
U T
H E
N
S
M E
N S
IN
G
S
M E
N S
IN
G P E
R W
C D
S R
R
C .D
G N
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N S
A S C
IT
Y D
IS
T R
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
P E
R R
Y D
A M
D E
L A
W A
R E R
IV
E R
K A
N S
A S
R E
L
IE
F W
E L L C
O L L E
C T
O R D
IT
C H A
N D S
L
ID
E R
E P
A
IR
IS
S
U E D
A T
E
A U
G U
S T
RC505
E
L
IE
F W
E L L S A
N D D
IT
C H D
E T
A
IL
S F
O R I
N F
O R
M A
T
IO
N O
N L
Y
P E
N D
O D
U K
O
R
C A
U T
H E
N
S
M E
N S
IN
G
S
M E
N S
IN
G P E
R W
C D
S R
R
C .D
G N
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N S
A S C
IT
Y D
IS
T R
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
P E
R R
Y D
A M
D E
L A
W A
R E R
IV
E R
K A
N S
A S
R E
L
IE
F W
E L L C
O L L E
C T
O R D
IT
C H A
N D S
L
ID
E R
E P
A
IR
IS
S
U E D
A T
E
A U
G U
S T
RC506
E
N D
O D
U K
O
R
C A
U T
H E
N
S
M E
N S
IN
G
S
M E
N S
IN
G P E
R W
C D
S R
R
C .D
G N
P
IE
Z O
M E
T E
R S
C H
E D
U L E
S F
O R I
N F
O R
M A
T
IO
N O
N L
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N S
A S C
IT
Y D
IS
T R
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
P E
R R
Y D
A M
D E
L A
W A
R E R
IV
E R
K A
N S
A S
R E
L
IE
F W
E L L C
O L L E
C T
O R D
IT
C H A
N D S
L
ID
E R
E P
A
IR
IS
S
U E D
A T
E
A U
G U
S T
RC507
N
D R
E J
U V
E N
A T
IO
N D
E T
A
IL
S S
IT
E P
L A
N
A B
A N
D O
N M
E N
T F
O R I
N F
O R
M A
T
IO
N O
N L
Y
P E
N D
O D
U K
O
R
C A
U T
H E
N
S
M E
N S
IN
G
S
M E
N S
IN
G P E
R W
C D
S R
R
C .D
G N
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N S
A S C
IT
Y D
IS
T R
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
P E
R R
Y D
A M
D E
L A
W A
R E R
IV
E R
K A
N S
A S
R E
L
IE
F W
E L L C
O L L E
C T
O R D
IT
C H A
N D S
L
ID
E R
E P
A
IR
IS
S
U E D
A T
E
A U
G U
S T
RC508
E
L
IE
F W
E L L I
N S
T A
L L
A T
IO
N D
E T
A
IL
S F
O R I
N F
O R
M A
T
IO
N O
N L
Y
P E
R W
C D
S R
R
C .D
G N
S
M E
N S
IN
G
S
M E
N S
IN
G
R
C A
U T
H E
N
P E
N D
O D
U K
O
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N S
A S C
IT
Y D
IS
T R
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
P E
R R
Y D
A M
D E
L A
W A
R E R
IV
E R
K A
N S
A S
R E
L
IE
F W
E L L C
O L L E
C T
O R D
IT
C H A
N D S
L
ID
E R
E P
A
IR
IS
S
U E D
A T
E
A U
G U
S T
RC509
E
R W
C D
S R
R
C .D
G N
S
M E
N S
IN
G
S
M E
N S
IN
G
R
C A
U T
H E
N
P E
N D
O D
U K
O
R E
L
IE
F W
E L L I
N S
T A
L L
A T
IO
N S
C H
E D
U L E
S F
O R I
N F
O R
M A
T
IO
N O
N L
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N S
A S C
IT
Y D
IS
T R
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
P E
R R
Y D
A M
D E
L A
W A
R E R
IV
E R
K A
N S
A S
R E
L
IE
F W
E L L C
O L L E
C T
O R D
IT
C H A
N D S
L
ID
E R
E P
A
IR
IS
S
U E D
A T
E
A U
G U
S T
| 001-PE_RWCDSR_GI001 |
| 002-PE_RWCDSR_GI002 |
| 003-PE_RWCDSR_GI003 |
| 004-PE_RWCDSR_CS100 |
| 005-PE_RWCDSR_CS101 |
| 006-PE_RWCDSR_CS102 |
| 007-PE_RWCDSR_CS103 |
| 008-PE_RWCDSR_CS301 |
| 009-PE_RWCDSR_CS501 |
| 010-PE_RWCDSR_CS502 |
| 011-PE_RWCDSR_CS503 |
| 012-PE_RWCDSR_RC501 |
| 013-PE_RWCDSR_RC502 |
| 014-PE_RWCDSR_RC503 |
| 015-PE_RWCDSR_RC504 |
| 016-PE_RWCDSR_RC505 |
| 017-PE_RWCDSR_RC506 |
| 018-PE_RWCDSR_RC507 |
| 019-PE_RWCDSR_RC508 |
| 020-PE_RWCDSR_RC509 |
File details come from the government source that posted it. Updated .