A22 - Plans Amendment 0002.pdf
PDF 25 MB Posted
- Solicitation number
- W912EK22B0011
About this file
This solicitation seeks bids for water and sewer repairs at three campgrounds within Saylorville Lake in Polk County, Iowa. The base bid includes work at Bob Shetler Campground such as directional drilling, trenching, gate valve and fire hydrant installation, water meter vault construction, sanitary sewer piping and manhole work, a duplex lift station, concrete and asphalt work, and site restoration. Option A covers Cherry Glen Campground and involves sewer lining, manhole rehabilitation, lagoon sludge removal, piping and earthwork, and trail and site repairs. Option B is for Prairie Flower Campground and consists of directional drilling, gate valves, fire hydrants, water meter vaults, sewer and manhole work, a duplex lift station, and site restoration. The solicitation was issued by the US Army Corps of Engineers Rock Island District for water and sewer infrastructure upgrades at the three campgrounds located within Saylorville Lake.
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DETAIL - PRAIRIE FLOWER LIFT STATION ONE-LINE DIAGRAM - BASE BIDE-602
DETAIL - BOB SHETLER ONE-LINE DIAGRAM - OPTION AE-601
DETAIL - CONDUCTOR TRENCHE-501
PLAN - PRAIRIE FLOWER LIFT STATION - BASE BIDE-102
PLAN - BOB SHETLER LIFT STATION - OPTION AE-101
GENERAL NOTESE-001
ELECTRICAL
DETAILS AND SECTION - LIFT STATIONM-501
PLAN - PRAIRIE FLOWER LIFT STATION - BASE BIDM-101
MECHANICAL
DETAILS - SEWERC-521
DETAILS - CHERRY GLEN SEWAGE LAGOON - BASE BIDC-520
DETAILS - WATERC-502
DETAILS - WATERC-501
TYPICAL SECTIONS - CHERRY GLEN SEWAGE LAGOON - BASE BIDC-321
TYPICAL SECTIONS - CHERRY GLEN SEWAGE LAGOON CELLS - BASE BIDC-320
PLAN - PRAIRIE FLOWER SEWER - BASE BIDC-129
PLAN AND PROFILE - CHERRY GLEN SEWAGE LAGOON - OUTLET CONTROL STRUCTURE - BASE BIDC-128
BID
PLAN AND PROFILE - CHERRY GLEN SEWAGE LAGOON - INTERCELL CONTROL STRUCTURE - BASE
C-127
PLAN AND PROFILE - CHERRY GLEN SEWAGE LAGOON - INLET CONTROL STRUCTURE - BASE BIDC-126
PLAN - CHERRY GLEN SEWAGE LAGOON REHABILITATION - BASE BIDC-125
PLAN - CHERRY GLEN SEWAGE LAGOON DEMOLITION - BASE BIDC-124
PLAN - CHERRY GLEN SEWER - BASE BIDC-123
PLAN AND PROFILE - BOB SHETLER SEWER - OPTION AC-122
SITE PLAN - SANITARY SEWER REPAIRSC-121
PLAN - PRAIRIE FLOWER WATER LOOP C AND D - BASE BIDC-113
PLAN - PRAIRIE FLOWER WATER LOOP B - BASE BIDC-112
PLAN - PRAIRIE FLOWER WATER LOOP A - BASE BIDC-111
PLAN - PRAIRIE FLOWER WATER - BASE BIDC-110
PLAN - CHERRY GLEN WATER - BASE BIDC-109
PLAN AND PROFILE - BOB SHETLER WATER - OPTION AC-108
PLAN AND PROFILE - BOB SHETLER WATER - OPTION AC-107
PLAN AND PROFILE - BOB SHETLER WATER - OPTION AC-106
PLAN AND PROFILE - BOB SHETLER WATER - OPTION AC-105
PLAN AND PROFILE - BOB SHETLER WATER - OPTION AC-104
PLAN - BOB SHETLER PICNIC AREA WATER - OPTION AC-103
PLAN - BOB SHETLER WATER - OPTION AC-102
SITE PLAN - WATER MAIN REPAIRSC-101
CIVIL
DIAGRAM - BORING LOGS PRAIRIE FLOWER - BASE BIDB-604
DIAGRAM - BORING LOGS PRAIRIE FLOWER - BASE BIDB-603
DIAGRAM - BORING LOGS CHERRY GLEN - BASE BIDB-602
DIAGRAM - BORING LOGS BOB SHETLER - OPTION AB-601
PLAN - BORING LOCATIONS PRAIRIE FLOWER - BASE BIDB-103
PLAN - BORING LOCATIONS CHERRY GLEN - BASE BIDB-102
PLAN - BORING LOCATIONS BOB SHETLER - OPTION AB-101
GEOTECHNICAL
PLAN - SURVEY CONTROL PRAIRIE FLOWER - BASE BIDV-103
PLAN - SURVEY CONTROL CHERRY GLEN - BASE BIDV-102
PLAN - SURVEY CONTROL BOB SHETLER - OPTION AV-101
SURVEY
ABBREVIATIONSG-003
LEGEND AND GENERAL NOTESG-002
COVER SHEETG-001
GENERAL
SHEET TITLESHEET ID
INDEX
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WATER AND SEWER REPAIRS
PRAIRIE FLOWER, CHERRY GLEN AND BOB SHETLER
SAYLORVILLE LAKE
DES MOINES RIVER BASIN
ROCK ISLAND DISTRICT
W
E K
B
W912EK22B0011
PRAIRIE FLOWER
CHERRY GLEN
BOB SHETLER
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APPROVAL RECOMMENDED BY:
DATE
DATE
DATE
DATE
DATE
GEOTECHNICAL BRANCHCHIEF,
DESIGN BRANCHCHIEF,
TECHNICAL SERVICES BRANCHCHIEF,
ENGINEERING & CONSTRUCTION DIVISIONCHIEF,
HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.
SIGNATURES INDICATE OFFICIAL RECOMMENDATION
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
DOCUMENTS WITHIN THE SCOPE OF THEIR
INDIVIDUALS APPEAR ON THESE PROJECT
SIGNATURES AND REGISTRATION DESIGNATIONS OF
DISTRICT CORPS OF ENGINEERS. THE INITIALS OR
THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND
®of Engineers
US Army Corps
U .S
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ISSUE DATE: JULY 2022
CONTRACT/TASK ORDER NO:
SOLICITATION/MATOC/SATOC NO:
of Engineers
US Army Corps
USACE DISK STAMPED "TD1 1973"925.491587371.979620104.32322-080-326
USACE DISK STAMPED "BOB 2-2022" 837.541590077.014620372.104BOB 2-2022
USACE DISK STAMPED "BOB 1-2022" 837.781591068.666620471.525BOB 1-2022
DESCRIPTIONNAVD88 ELEVATIONEASTINGNORTHINGPOINT
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22-080-326
BOB 2-2022
BOB 1-2022
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PLAN - SURVEY CONTROL BOB SHETLER - OPTION A
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U .S
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NW 78th A
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78th AVENUE
NAVD88 GEOID 18 US SURVEY FEET
NAD83 STATE PLANE IOWA SOUTH ZONE
PROJECT DATUM:2.
SURVEY PERFORMED WEEK OF MARCH 21-24, 20221.
GENERAL NOTES
400'0 200'
F L O
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USACE DISK STAMPED "GLEN 3 2022"936.371591042.006631181.271GLEN 3 2022
USACE DISK STAMPED "GLEN 2 2022"922.751591210.906630549.275GLEN 2 2022
USACE DISK STAMPED "GLEN 1 2022"927.731592239.469629027.551GLEN 1 2022
DESCRIPTIONNAVD88 ELEVATIONEASTINGNORTHINGPOINT
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GLEN 2 2022
GLEN 3 2022
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PLAN - SURVEY CONTROL CHERRY GLEN - BASE BID
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NW 90th PLACE
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NAD83 STATE PLANE IOWA SOUTH ZONE
PROJECT DATUM:2.
CONTROL SURVEY COMPLETED WEEK OF MARCH 21-24, 20221.
GENERAL NOTES
400'0 200'
N
USACE DISK STAMPED "PF3-2022"926.821589436.532637278.368PF3-2022
USACE DISK STAMPED "PF2-2022"942.831589006.534636429.400PF2-2022
USACE DISK STAMPED "PF1-2022"943.511589004.041635625.617PF1-2022
DESCRIPTIONNAVD88 ELEV.EASTINGNORTHINGPOINT
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PROJECT DATUM:2.
CONTROL SURVEY COMPLETED WEEK OF MARCH 21-24, 20221.
GENERAL NOTES
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LAKE DRIVE
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POLK CITY DRIVE
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PRAIRIE FLOWER
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SAYLORVILLE LAKE
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93.6813841.69494
93.6828441.69351
93.6827341.69873
NOT PERFORMEDNOT PERFORMED
93.68873641.699818
93.68648141.700353
93.68733541.700034
W LONGITUDEN LATITUDEBORING
BSC-2022-07
BSC-2022-06
BSC-2022-05
BSC-2022-04
BSC-2022-03
BSC-2022-02
BSC-2022-01
BORING LOCATIONS
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SCALE: 1"= 100'- 0"
PLAN - BORING LOCATIONS BOB SHETLER - OPTION A
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PLAN
LABELS SHOWN NEXT TO THE BORING SYMBOL.
CORRESPONDING BORING LOCATION DESIGNATION
BSC-2022-05 THROUGH BSC-2022-07 ARE THE 2.
BORING LOGS. SEE B-603
THIS SHEET SHOWS THE BORING LOCATIONS FOR THE 1.
GENERAL SHEET NOTES
100' 200'0
DES MOINES RIV
ER
FLOW
BOB SHETLER PICNIC AREA
C A
M P R
O A D
93.6769241.72555CG-2022-10
93.6776441.72589CG-2022-09
93.6767441.72646CG-2022-08
93.6806641.72893CG-2022-07
93.6811041.73076CG-2022-06
93.6805341.73081CG-2022-05
93.6832741.73467CG-2022-04
93.6809341.73387CG-2022-03
93.6858141.73478CG-2022-02
93.6830541.73661CG-2022-01
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A1
SCALE: 1"= 150'- 0"
PLAN - BORING LOCATIONS CHERRY GLEN - BASE BID
C B
IS
H
O P
B A
S E
B
ID
B O
R
IN
G L
O C
A T
IO
N
S C
H E
R R
Y G
L E
N
P L
A N
B-102
D S
M
IT
H
C B
IS
H
O P
A U
G
D T
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
S A
Y L
O R
M N
A V
A R
S I
D
S O
L
IC
IT
A
T
IO
N
W A
T E
R A
N D
S E
W E
R R
E P
A
IR
S
P R
A
IR
IE
F
L O
W E
R C
H E
R R
Y G
L E
N A
N D
B O
B S
H E
T L
E R
S A
Y L
O R
V
IL
L E
L A
K E
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
W
E K
B
/0
C G -2
-0
C G -2
-0
C G -2
-0
C G -2
-0
C G -2
-0
C G -2
-0
C G -2
-0
C G -2
-0
C
G -2
-0
C G -2
-1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
R S
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
NORTH
PLAN
LABELS SHOWN NEXT TO THE BORING SYMBOL.
CORRESPONDING BORING LOCATION DESIGNATION
CG-2022-01 THROUGH CG-2022-10 ARE THE 2.
BORING LOGS. SEE B-601 AND B-602
THIS SHEET SHOWS THE BORING LOCATIONS FOR THE 1.
GENERAL SHEET NOTES
150' 300'0
CHERRY GLEN PICNIC AREA
CHERRY GLEN CAMPGROUND
N W
T
H A
V E
N W C
H E R R
Y G
L E N L
A N E
NW
41ST COURT
93.6898141.74040PF-2022-11
93.6870841.74191PF-2022-10
93.6889841.74308PF-2022-09
93.6913341.74394PF-2022-08
93.6901041.74435PF-2022-07
93.6882641.74429PF-2022-06
93.6886641.74618PF-2022-05
93.6891341.74712PF-2022-04
93.6900241.74779PF-2022-03
93.6889441.74989PF-2022-02
93.6924741.75205PF-2022-01
W LONGITUDEN LATITUDEBORING
BORING LOCATIONS
P F
-2 -0
R O
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
A1
SCALE: 1"= 150'- 0"
PLAN - BORING LOCATIONS PRAIRIE FLOWER - BASE BID
C B
IS
H
O P
B A
S E
B
ID
B O
R
IN
G L
O C
A T
IO
N
S P
R A
IR
IE
F L
O W
E R
P L
A N
B-103
D S
M
IT
H
C B
IS
H
O P
A U
G
D T
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
S A
Y L
O R
M N
A V
A R
S I
D
S O
L
IC
IT
A
T
IO
N
W A
T E
R A
N D
S E
W E
R R
E P
A
IR
S
P R
A
IR
IE
F
L O
W E
R C
H E
R R
Y G
L E
N A
N D
B O
B S
H E
T L
E R
S A
Y L
O R
V
IL
L E
L A
K E
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
W
E K
B
/0
P
-2 -0
P F
-2 -0
P F
-2 -0
P F
-2 -0
P F
-2 -0
P F
-2 -0
P F
-2 -0
P F
-2 -0
P F
-2 -1
P F
-2
-1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
R S
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
NORTH
PLAN
LABELS SHOWN NEXT TO THE BORING SYMBOL.
CORRESPONDING BORING LOCATION DESIGNATION
PF-2022-01 THROUGH PF-2022-11 ARE THE 2.
BORING LOGS. SEE B-603 AND B-604
THIS SHEET SHOWS THE BORING LOCATIONS FOR THE 1.
GENERAL SHEET NOTES
150' 300'0
PRAIRIE FLOWER CAMPGROUND
NW LAKE DRIVENW LAKE DRIVE
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
A1
SCALE: 1"= 5'- 0"
DIAGRAM - BORING LOGS BOB SHETLER- OPTION A
C B
IS
H
O P
O P
T
IO
N A
B O
R
IN
G L
O G
S B
O B
S H
E T
L E
R
D
IA
G R
A M
B-601
D S
M
IT
H
C B
IS
H
O P
A U
G
D T
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
S A
Y L
O R
M N
A V
A R
S I
D
S O
L
IC
IT
A
T
IO
N
W A
T E
R A
N D
S E
W E
R R
E P
A
IR
S
P R
A
IR
IE
F
L O
W E
R C
H E
R R
Y G
L E
N A
N D
B O
B S
H E
T L
E R
S A
Y L
O R
V
IL
L E
L A
K E
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
W
E K
B
/0
D30
PL
D60
LL
D10 W <#200Nf
<#200Nf D30
PL
D60
LL
D10 W
D30
PL
D60
LL
D10 W <#200Nf
E L
E V
A T
IO
N
I N
F E
E T
1983 IOWA SOUTH STATE PLANE US SURVEY FEET
4" HAND AUGER
NO WATER ENCOUNTERED
BOB SHETLER CAMPGROUND
BSC-2022-05
NORTHING:618970
EASTING:1590514
DATE: 4/25/2022
SURFACE ELEVATION: 804.7'
BOB SHETLER CAMPGROUND
BSC-2022-06
NORTHING:618161
EASTING:1590481
DATE: 4/25/2022
SURFACE ELEVATION: 806.3'
758.7' BOTTOM OF BORING
GC GR CLAYEY GRAVEL
800.3' BOTTOM OF BORING
4" HAND AUGER
NO WATER ENCOUNTERED
4" HAND AUGER
NO WATER ENCOUNTERED
BOB SHETLER CAMPGROUND
BSC-2022-07
NORTHING:617588
EASTING:1590880
DATE: 4/25/2022
SURFACE ELEVATION: 807.2
801.2' BOTTOM OF BORING
CL DK GR LEAN CLAY
CL BR SANDY LEAN CLAY
SC BR CLAYEY SAND
CL DK GR SANDY LEAN CLAY
SP BR MED TO FINE SAND
CL BR SILTY CLAY, TRACE GRAVEL
CL BR SILTY VERY SANDY CLAY
CL BR LEAN CLAY
CL BK CLAY WITH ORGANICS
56.3
2.1
52.8
43.3
58.7
CL DK GR SANDY LEAN CLAY
CL DK GR CLAY
SM BR SILTY SAND
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
R S
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
0 5' 10'
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
A1
SCALE: 1"= 5'- 0"
DIAGRAM - BORING LOGS CHERRY GLEN - BASE BID
C B
IS
H
O P
B A
S E
B
ID
B O
R
IN
G L
O G
S C
H E
R R
Y G
L E
N
D
IA
G R
A M
B-602
D S
M
IT
H
C B
IS
H
O P
A U
G
D T
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
S A
Y L
O R
M N
A V
A R
S I
D
S O
L
IC
IT
A
T
IO
N
W A
T E
R A
N D
S E
W E
R R
E P
A
IR
S
P R
A
IR
IE
F
L O
W E
R C
H E
R R
Y G
L E
N A
N D
B O
B S
H E
T L
E R
S A
Y L
O R
V
IL
L E
L A
K E
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
W
E K
B
/0
D60
LL
D10 W <#200Nf
<#200Nf D30
PL
D60
LL
D10 W
<#200Nf D30
PL
D60
LL
D10 W
<#200Nf D30
PL
D60
LL
D10 W
<#200Nf D30
PL
D60
LL
D10 W
D30
PL
D60
LL
D10 W <#200Nf
<#200Nf D30
PL
D60
LL
D10 W
<#200Nf D30
PL
D60
LL
D10 W
<#200Nf D30
PL
D60
LL
D10 W<#200Nf
0.25 0.16
D10 W
D60
LL
D30
PL
1983 IOWA SOUTH STATE PLANE US SURVEY FEET
E L
E V
A T
IO
N
I N
F E
E T
E L
E V
A T
IO
N
I N
F E
E T
1983 IOWA SOUTH STATE PLANE US SURVEY FEET
4" HAND AUGER
NO WATER ENCOUNTERED
CHERRY GLEN CAMPGROUND
CG-2022-01
NORTHING:632773
EASTING:1590456
DATE: 4/27/2022
SURFACE ELEVATION: 968.3'
CHERRY GLEN CAMPGROUND
CG-2022-02
NORTHING:632109
EASTING:1589701
DATE: 4/27/2022
SURFACE ELEVATION: 922.9'
CHERRY GLEN CAMPGROUND
CG-2022-03
NORTHING:631773
EASTING:1591032
DATE: 4/27/2022
SURFACE ELEVATION: 938.6'
CHERRY GLEN CAMPGROUND
CG-2022-05
NORTHING: 630658
EASTING: 1591139
DATE: 4/27/2022
SURFACE ELEVATION: 920.0'
962.3' BOTTOM OF BORING
SC BR CLAYEY SAND
CL DK GR LEAN CLAY
916.9' BOTTOM OF BORING
CL DK GR SANDY LEAN CLAY
932.6' BOTTOM OF BORING
CL DK GR LEAN CLAY WITH ORGANICS
914.0' BOTTOM OF BORING
CHERRY GLEN CAMPGROUND
CG-2022-04
NORTHING: 632066
EASTING: 1590394
DATE: 4/27/2022
SURFACE ELEVATION: 930.3
CL BK GR SANDY LEAN CLAY
924.3' BOTTOM OF BORING
917.3' BOTTOM OF BORING
CL DK GR LEAN CLAY
CL DK GR LEAN CLAY
902.4' BOTTOM OF BORING
CL GR BR SANDY LEAN CLAY
912.0' BOTTOM OF BORING
SC BR CLAYEY SANDCL DK BR SANDY LEAN CLAY
912.0' BOTTOM OF BORING
CHERRY GLEN CAMPGROUND
CG-2022-06
NORTHING: 630640
EASTING: 1590984
DATE: 4/27/2022
SURFACE ELEVATION: 913.3'
CHERRY GLEN CAMPGROUND
CG-2022-07
NORTHING:629974
EASTING:1591102
DATE: 4/27/2022
SURFACE ELEVATION: 908.4'
CHERRY GLEN CAMPGROUND
CG-2022-08
NORTHING: 629071
EASTING:1592171
DATE: 4/27/2022
SURFACE ELEVATION: 918.0'
CHERRY GLEN CAMPGROUND
CG-2022-10
NORTHING:628739
EASTING:1592121
DATE: 4/27/2022
SURFACE ELEVATION: 920.0'
CHERRY GLEN CAMPGROUND
CG-2022-09
NORTHING:628863
EASTING:1591924
DATE: 4/27/2022
SURFACE ELEVATION: 920.0'
4" HAND AUGER
NO WATER ENCOUNTERED
4" HAND AUGER
NO WATER ENCOUNTERED
4" HAND AUGER
NO WATER ENCOUNTERED
4" HAND AUGER
WATER LEVEL
5' W.D. AND 3.9 A.D.
4" HAND AUGER
NO WATER ENCOUNTERED
4" HAND AUGER
WATER LEVEL @
6' W.D. AND 5.6' A.D.
4" HAND AUGER
WATER LEVEL @
2.6' W.D. AND 0.9' A.D.
4" HAND AUGER
NO WATER ENCOUNTERED
4" HAND AUGER
NO WATER ENCOUNTERED
53.9
CL BR SANDY LEAN CLAY
CL LT BR SILTY CLAY WITH SAND
SC BR CLAYEY SAND
SC BR CLAYEY SAND
CL BR SANDY LEAN CLAY
CL LT BR SANDY LEAN CLAY
CL BR SANDY LEAN CLAY (TILL)
MORE GRAVEL WITH DEPTH
CL BR SANDY LEAN CLAY, TRACE GRAVEL
CL LT BR SILTY SANDY LEAN CLAY
CL BR SANDY LEAN CLAY
CL BR SANDY LEAN CLAY, TRACE GRAVEL
CL BR SANDY LEAN
CLAY, TRACE GRAVEL (TILL)
CL LT BR SILTY SANDY CLAY
SC BR CLAYEY SAND
SC DK BR CLAYEY SAND
SC BR CLAYEY SAND
DK GR SAND SEAM
912.0' BOTTOM OF BORING
85.0
49.5
50.0
14.1
68.2
64.6
57.0
60.2
64.0 52.7
CL BR SANDY LEAN CLAY
CL LT BR SILTY SANDY CLAY, TRACE GRAVEL
19.2
CL BR SANDY LEAN CLAY (TILL)
SC BR CLAYEY SAND
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
R S
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
0 5' 10'
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
A1
SCALE: 1"= 5'- 0"
DIAGRAM - BORING LOGS PRAIRIE FLOWER - BASE BID
C B
IS
H
O P
B A
S E
B
ID
B O
R
IN
G L
O G
S P
R A
IR
IE
F L
O W
E R
D
IA
G R
A M
B-603
D S
M
IT
H
C B
IS
H
O P
A U
G
D T
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
S A
Y L
O R
M N
A V
A R
S I
D
S O
L
IC
IT
A
T
IO
N
W A
T E
R A
N D
S E
W E
R R
E P
A
IR
S
P R
A
IR
IE
F
L O
W E
R C
H E
R R
Y G
L E
N A
N D
B O
B S
H E
T L
E R
S A
Y L
O R
V
IL
L E
L A
K E
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
W
E K
B
/0
D60
LL
D10 W <#200Nf
<#200Nf D30
PL
D60
LL
D10 W
<#200Nf D30
PL
D60
LL
D10 W
<#200Nf D30
PL
D60
LL
D10 W
<#200Nf D30
PL
D60
LL
D10 W
D30
PL
D60
LL
D10 W <#200Nf
<#200Nf D30
PL
D60
LL
D10 W
<#200Nf D30
PL
D60
LL
D10 W
1983 IOWA SOUTH STATE PLANE US SURVEY FEET
E L
E V
A T
IO
N
I N
F E
E T
E L
E V
A T
IO
N
I N
F E
E T
1983 IOWA SOUTH STATE PLANE US SURVEY FEET
4" HAND AUGER
WATER LEVEL @
2.5' W.D. AND 2.0' A.D.
PRAIRIE FLOWER
PF-2022-01
NORTHING:638405
EASTING:1587897
DATE: 4/26/2022
SURFACE ELEVATION: 919.3'
PRAIRIE FLOWER
PF-2022-02
NORTHING:637615
EASTING:1588859
DATE: 4/26/2022
SURFACE ELEVATION: 925.2'
PRAIRIE FLOWER
PF-2022-03
NORTHING:636851
EASTING:1588562
DATE: 4/26/2022
SURFACE ELEVATION: 915.5'
PRAIRIE FLOWER
PF-2022-05
NORTHING:636263
EASTING:1588932
DATE: 4/26/2022
SURFACE ELEVATION: 934.1'
913.3'' BOTTOM OF BORING
CL DK GR SANDY LEAN CLAY
CL DK GR SANDY LEAN CLAY
919.2' BOTTOM OF BORING
CL DK GR LEAN CLAY
909.5' BOTTOM OF BORING
CL DK GR SANDY LEAN CLAY
928.1' BOTTOM OF BORING
PRAIRIE FLOWER
PF-2022-04
NORTHING:636606
EASTING:1588805
DATE: 4/26/2022
SURFACE ELEVATION: 921.9'
915.9' BOTTOM OF BORING
936.4' BOTTOM OF BORING
CL DK GR LEAN CLAY WITH ORGANICS
CL BR SANDY LEAN CLAY (TILL)
924.1' BOTTOM OF BORING
CL DK GR SANDY LEAN CLAY
917.2' BOTTOM OF BORING
PRAIRIE FLOWER
PF-2022-06
NORTHING:635574
EASTING:1589040
DATE: 4/26/2022
SURFACE ELEVATION: 942.4'
PRAIRIE FLOWER
PF-2022-07
NORTHING:635596
EASTING:1588538
DATE: 4/26/2022
SURFACE ELEVATION: 930.1'
PRAIRIE FLOWER
PF-2022-08
NORTHING: 635449
EASTING:1588202
DATE: 4/26/2022
SURFACE ELEVATION: 923.2'
4" HAND AUGER
WATER LEVEL @
2.8' W.D. AND 2.5' A.D.
4" HAND AUGER
WATER LEVEL @
4.0' W.D. AND 2.5' A.D.
4" HAND AUGER
WATER LEVEL @
3.8' W.D. AND 2.5' A.D.
4" HAND AUGER
WATER LEVEL @
3.0' W.D. AND 1.8' A.D.
4" HAND AUGER
WATER LEVEL @
2.6' W.D. AND 2.0' A.D.
4" HAND AUGER
NO WATER ENCOUNTERED
4" HAND AUGER
NO WATER ENCOUNTERED
SC BR CLAYEY SAND
CL-CH DK GR LEAN TO FAT CLAY
CL BR SILTY SANDY LEAN CLAY WITH GRAVEL
CL DK GR SANDY LEAN CLAY
CL BR SANDY LEAN CLAY,
TRACE GRAVEL (TILL)
CL BR SANDY LEAN CLAY,
TRACE GRAVEL (TILL)
CL BR SILTY LEAN CLAY (TILL)
CL BR SANDY LEAN CLAY (TILL)
SC BR CLAYEY SAND
CL DK GR SANDY CLAY WITH ORGANICS
CL BR SANDY LEAN CLAY, TRACE GRAVEL
CL LT BR SILTY SANDY LEAN CLAY
SC BR CLAYEY SAND
SC DK GR CLAYEY SAND
SM BR SILTY SAND
CL DK BR SANDY LEAN
CLAY, TRACE GRAVEL
CL BR SANDY LEAN CLAY,
WITH GRAVEL (TILL)
CL BR SANDY LEAN CLAY (TILL)
CL SILTY SANDY LEAN CLAY
46.7
67.7
14.2
50.0
45.7
54.1
GR CLAY LENSE
GR SILT AND BR SANDY CLAY SEAMS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
R S
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
0 5' 10'
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
A1
SCALE: 1"= 5'- 0"
DIAGRAM - BORING LOGS PRAIRIE FLOWER - BASE BID
C B
IS
H
O P
B A
S E
B
ID
B O
R
IN
G L
O G
S P
R A
IR
IE
F L
O W
E R
D
IA
G R
A M
B-604
D S
M
IT
H
C B
IS
H
O P
A U
G
D T
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
S A
Y L
O R
M N
A V
A R
S I
D
S O
L
IC
IT
A
T
IO
N
W A
T E
R A
N D
S E
W E
R R
E P
A
IR
S
P R
A
IR
IE
F
L O
W E
R C
H E
R R
Y G
L E
N A
N D
B O
B S
H E
T L
E R
S A
Y L
O R
V
IL
L E
L A
K E
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
W
E K
B
/0
<#200Nf
PL
D60
LL
D10 W
<#200Nf D30
PL
D60
LL
D10 W
D30
PL
D60
LL
D10 W <#200Nf
CL DK GR SANDY LEAN CLAY
923.4' BOTTOM OF BORING
CL BR SANDY LEAN CLAY,
TRACE GRAVEL (TILL)
927.5' BOTTOM OF BORING
PRAIRIE FLOWER
PF-2022-10
NORTHING: 634706
EASTING:1589360
DATE: 4/26/2022
SURFACE ELEVATION: 929.4'
PRAIRIE FLOWER
PF-2022-09
NORTHING:635134
EASTING:1588842
DATE: 4/26/2022
SURFACE ELEVATION: 933.5'
4" HAND AUGER
WATER LEVEL @
6.0' W.D. AND 4.0' A.D.
4" HAND AUGER
WATER LEVEL @
5.5' W.D. AND 3.5' A.D.
E L
E V
A T
IO
N
I N
F E
E T
1983 IOWA SOUTH STATE PLANE US SURVEY FEET
4" HAND AUGER
NO WATER ENCOUNTERED
PRAIRIE FLOWER
PF-2022-11
NORTHING:634158
EASTING:1588614
DATE: 4/26/2022
SURFACE ELEVATION: 908.2'
902.2' BOTTOM OF BORING
CL DK GR SANDY LEAN CLAY
CL BR SANDY LEAN CLAY, TRACE GRAVEL
CL LT BR SILTY SANDY LEAN CLAY
CL BR SANDY LEAN CLAY,
WITH GRAVEL (TILL)
59.5
60.5
905 905
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
R S
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
0 5' 10'
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
A N
S I
D
S O
L
IC
IT
A
T
IO
N
W A
T E
R A
N D
S E
W E
R R
E P
A
IR
S
P R
A
IR
IE
F
L O
W E
R C
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R R
Y G
L E
N A
N D
B O
B S
H E
T L
E R
S A
Y L
O R
V
IL
L E
L A
K E
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
H
E D
D L
E S
T
T E
R M
A
IN
R E
P A
IR
S
S
IT
E P
L A
N
C-101
L .H
A R
P E
R
T
G A
M B
O N
A U
G
D T
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
S A
Y L
O R
R
F E
L L
M
E K
B
A1
SCALE: 1500' = 1' - 0"
SITE PLAN WATER MAIN REPAIRS
SEE SHEET C-110
WATER REPAIRS - BASE BID
STAGING AREA
STAGING AREA
STAGING AREA
SEE SHEET C-109
WATER REPAIRS - BASE BID
STAGING AREA
BORROW AREA
SEE SHEET C-102
WATER REPAIRS - OPTION A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
R S
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
AREA
POUNDING
BIG CREEK
PRAIRIE FLOWER CAMPGOUND
SAYLORVILLE LAKE
BOB SHETLER CAMPGOUND
CHERRY GLEN CAMPGOUND
0 3000'1500'
D E S M
O
IN
E S R
IV
E R
N
STAGING AREA
E619453.26N1589000.844
E619411.47N1589174.913
E619521.97N1589197.762
E619565.33N1589027.431
R O
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
A N
S I
D
S O
L
IC
IT
A
T
IO
N
W A
T E
R A
N D
S E
W E
R R
E P
A
IR
S
P R
A
IR
IE
F
L O
W E
R C
H E
R R
Y G
L E
N A
N D
B O
B S
H E
T L
E R
S A
Y L
O R
V
IL
L E
L A
K E
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
H
E D
D L
E S
T E
N
O P
T
IO
N A
B O
B S
H E
T L
E R
W A
T E
R
P L
A N
C-102
L
H A
R P
E R
T
G A
M B
O N
A U
G
D T
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
S A
Y L
O R
R
F E
L L
M
E K
B
SCALE: 200' = 1' - 0"
PLAN - BOB SHETLER WATER - OPTION A
STAGING AREA
INSTALL METER VAULT
INSTALL METER VAULT
INSTALL 6" WATER MAIN
INSTALL 4" WATER LINE
INSTALL METER VAULT
INSTALL 4" WATER LINE
INSTALL 2" WATER LINE
INSTALL METER VAULT
INSTALL 2" WATER LINE
INSTALL 4" WATER LINE
INSTALL 1" WATER LINE
AND FIRE HYDRANT
INSTALL 4" WATER LINE
INSTALL 2" WATER LINE
SEE SHEET C-103
BOB SHETLER PICNIC AREA
INSTALL 2" WATER LINE
INSTALL 1" WATER LINE
SEE NOTE 1
ABANDON EXISTING 6" PVC WATER MAIN
SEE NOTE 2
INSTALL 4" WATER LINE
INSTALL 2" WATER LINE
INSTALL 6" WATER LINE
INSTALL 6" WATER MAIN UNDER RIVER
LINE CONNECTION
PLUG SERVICE
LINE CONNECTION
PLUG SERVICE
LINE CONNECTION
PLUG SERVICE
LINE CONNECTION
PLUG SERVICE
INSTALL METER VAULT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
R S
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
SAYLORVILLE LAKE
BOB SHETLER CAMPGOUND
400'0 200'
NW 78TH AVE
D E S M
O
IN
E S R
IV
E R
F L O
W
4. SEE SHEETS C-103 THROUGH C-108 FOR ADDITIONAL DETAILS.
INSTALLATION FOR REVIEW AND APPROVAL BY THE CONTRACTING OFFICER.
AT 5 FOOT MINIMUM DEPTH. FIELD STAKE LIMITS OF OPEN TRENCH
WATER LINES TO BE INSTALLED USING HORIZONTAL DIRECTIONAL DRILLING
WITHIN 50 FEET OF STABILITY BERM TOE USING OPEN TRENCH. ALL OTHER
INSTALL ALL WATER LINES IN BOB SHETLER CAMPGROUND AND ANY LINES 3.
TO FOLLOW WEST SHOULDER OF ROAD.
IN GENERAL, ALIGNMENT OF 4" WATER LINE TO BOB SHETLER PICNIC AREA 2.
(8 TOTAL) BEFORE PLACEMENT OPERATIONS BEGIN
CONNECTIONS TO EXISTING 6" WATER MAIN ALONG SEGMENT TO BE FILLED
REVIEW AND APPROVAL BY CONTRACTING OFFICER. PLUG SERVICE
NORTH SIDE OF NW 78TH AVE. FIELD STAKE FLOWABLE FILL LIMITS FOR
SLOPE AT THE WEST END OF THE DAM AND ACROSS THE ROAD TO THE
WITH FLOWABLE FILL ALONG THE ENTIRE LENGTH OF THE DAM AND UP THE
6" WATER MAIN IS INSTALLED AND READY FOR SERVICE. FILL EXISTING MAIN
DISCONNECT EXISTING 6" PVC WATER MAIN AT EAST END OF DAM ONCE NEW 1.
GENERAL SHEET NOTES
N
S
W
W
W
W
W
FH
WH
WH
WH
WH
WH WH
WH
WH
WH
WH WH
WH
WH
WH
W
WH
WH
WH
WH
WH
WH WH
WH
WH
WH
WH
WHWH
WH
WHWHWH
WH
WH
WH
WH
FH
WH
WH
WH
WH
WH
WH
W
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
A N
S I
D
S O
L
IC
IT
A
T
IO
N
W A
T E
R A
N D
S E
W E
R R
E P
A
IR
S
P R
A
IR
IE
F
L O
W E
R C
H E
R R
Y G
L E
N A
N D
B O
B S
H E
T L
E R
S A
Y L
O R
V
IL
L E
L A
K E
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
H
E D
D L
E S
T E
N
O P
T
IO
N A
B O
B S
H E
T L
E R
P
IC
N
IC
A R
E A
W A
T E
R
P L
A N
C-103
L
H A
R P
E R
T
G A
M B
O N
A U
G
D T
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
S A
Y L
O R
R
F E
L L
M
E K
B
SCALE: 100' = 1' - 0"
PLAN - BOB SHETLER PICNIC AREA WATER - OPTION A
INSTALL 1" WATER LINE
INSTALL 4" WATER LINE
AND FIRE HYDRANT
INSTALL 4" WATER LINE
INSTALL 1" WATER LINE
AND CONNECT TO EXISTING BUILDING
INSTALL 2" WATER LINE
INSTALL YARD HYDRANT
INSTALL YARD HYDRANT
INSTALL YARD HYDRANT
INSTALL 4" WATER LINE
INSTALL 4" WATER LINE
INSTALL 1" CURB STOP
INSTALL 1" CURB STOP
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
R S
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
200'0 100'
THE TEE.
GREATER THAN 30 FEET, PROVIDE A CURB STOP AT BOTH THE HYDRANT AND
SERVICE LINE. IF 1-INCH LINE FROM YARD HYDRANT TO SERVICE LINE IS
HYDRANTS ON SERVICE LINES GREATER THAN 1-INCH SHALL TEE INTO THE
TO 7 FEET BETWEEN EACH YARD HYDRANT AND CURB STOP. YARD
INSTALL CURB STOPS ON ALL YARD HYDRANTS. PROVIDE APPROXIMATELY 4 5.
INSTALL GATE VALVES FOR ALL BUILDING CONNECTIONS.4.
SALVAGED PER SPECIFICATION SECTION 02 41 00.
EXISTING FIRE HYDRANTS AND YARD HYDRANTS BEING REPLACED TO BE 3.
DISPOSED OFFSITE.
EXISTING GATE VALVES BEING REPLACED TO BE REMOVED AND PROPERLY 2.
EXISTING WATER LINES TO BE ABANDONED IN PLACE.1.
GENERAL SHEET NOTES
N
WH
WH
WH
FH
WH
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
A N
S I
D
S O
L
IC
IT
A
T
IO
N
W A
T E
R A
N D
S E
W E
R R
E P
A
IR
S
P R
A
IR
IE
F
L O
W E
R C
H E
R R
Y G
L E
N A
N D
B O
B S
H E
T L
E R
S A
Y L
O R
V
IL
L E
L A
K E
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
H
E D
D L
E S
T E
N
O P
T
IO
N A
B O
B S
H E
T L
E R
W A
T E
R
P L
A N
A N
D P
R O
F
IL
E
C-104
L
H A
R P
E R
T
G A
M B
O N
A U
G
D T
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
S A
Y L
O R
R
F E
L L
M
E K
B
PROFILE - BOB SHETLER WATER - OPTION A
H1
SCALE: 100' = 1' - 0"
PLAN - BOB SHETLER WATER - OPTION A
INSTALL METER VAULT
SEE NOTE 7
CONNECT TO EXISTING 6" PVC WATER MAIN
INSTALL 6" WATER MAIN
AND YARD HYDRANT
INSTALL 1" WATER LINE
INSTALL 2" WATER LINE
INSTALL METER VAULT
INSTALL 2" WATER LINE
AND INSTALL BRASS BALL VALVE
CONNECT TO BUILDING INSIDE
EXISTING GROUND
DESIGN GRADE
AND YARD HYDRANT
INSTALL 1" WATER LINE
CONNECT TO EXISTING 6" PVC WATER MAIN
N1587679.595, E620333.363
START FLOWABLE FILL
SEE NOTE 6
ABANDON EXISTING 6" PVC WATER MAIN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
R S
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
1+
2+ 00 3
+0
20+
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
860 860
870 870
880 880
890 890
900 900
910 910
920 920
930 930
940 940
950 950
200'0 100'
100' 200'0
SECTION 33 30 00.
PLUG EXISTING 6" PVC WATER MAIN TO BE ABANDONED PER SPECIFICATION
AND REPLACE CONCRETE PAVEMENT AS NEEDED TO PROVIDE CONNECTION.
LOCATE EXISTING 6" PVC WATER MAIN PRIOR TO START OF WORK. REMOVE
CENTERLINE OF THE ENTRANCE ROAD TO THE ADMIN BUILDING. FIELD
EXISTING 6" WATER MAIN IS ASSUMED TO BE LOCATED UNDER THE 7.
REVIEW AND APPROVAL BY CONTRACTING OFFICER.
NORTH SIDE OF NW 78TH AVENUE. FIELD STAKE FLOWABLE FILL LIMITS FOR
SLOPE AT THE WEST END OF THE DAM AND ACROSS THE ROAD TO THE
WITH FLOWABLE FILL ALONG THE ENTIRE LENGTH OF THE DAM, UP THE
6" WATER MAIN IS INSTALLED AND READY FOR SERVICE. FILL EXISTING MAIN
DISCONNECT EXISTING 6" PVC WATER MAIN AT EAST END OF DAM ONCE NEW 6.
THE TEE.
GREATER THAN 30 FEET, PROVIDE A CURB STOP AT BOTH THE HYDRANT AND
SERVICE LINE. IF 1-INCH LINE FROM YARD HYDRANT TO SERVICE LINE IS
HYDRANTS ON SERVICE LINES GREATER THAN 1-INCH SHALL TEE INTO THE
TO 7 FEET BETWEEN EACH YARD HYDRANT AND CURB STOP. YARD
INSTALL CURB STOPS ON ALL YARD HYDRANTS. PROVIDE APPROXIMATELY 4 5.
INSTALL GATE VALVES FOR ALL BUILDING CONNECTIONS.4.
SALVAGED PER SPECIFICATION SECTION 02 41 00.
EXISTING FIRE HYDRANTS AND YARD HYDRANTS BEING REPLACED TO BE 3.
DISPOSED OFFSITE.
EXISTING GATE VALVES BEING REPLACED TO BE REMOVED AND PROPERLY 2.
EXISTING WATER LINES TO BE ABANDONED IN PLACE.1.
GENERAL SHEET NOTES
N
W
W H
W H
W
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
A N
S I
D
S O
L
IC
IT
A
T
IO
N
W A
T E
R A
N D
S E
W E
R R
E P
A
IR
S
P R
A
IR
IE
F
L O
W E
R C
H E
R R
Y G
L E
N A
N D
B O
B S
H E
T L
E R
S A
Y L
O R
V
IL
L E
L A
K E
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
H
E D
D L
E S
T E
N
O P
T
IO
N A
B O
B S
H E
T L
E R
W A
T E
R
P L
A N
A N
D P
R O
F
IL
E
C-105
L
H A
R P
E R
T
G A
M B
O N
A U
G
D T
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
S A
Y L
O R
R
F E
L L
M
E K
B
PROFILE - BOB SHETLER WATER - OPTION A
H1
SCALE: 100' = 1' - 0"
PLAN - BOB SHETLER WATER - OPTION A
EXISTING GROUND
INSTALL 6" WATER MAIN
AND YARD HYDRANT
INSTALL 1" WATER LINE
INSTALL 2" WATER LINE
SEE NOTE 7
STA 26+65.84
BORE PIT
AND YARD HYDRANT (TYP)
INSTALL 1" WATER LINE
INSTALL 2" WATER LINE
INSTALL 1" WATER LINE
INSTALL METER VAULT
DESIGN GRADE
SEE NOTE 7
STA 26+65.84
BORE PIT
SEE NOTE 4
CONNECT TO EXISTING BUILDING
INSTALL 2" WATER LINE AND
INSTALL 2" WATER LINE
INSTALL 4" WATER LINE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
R S
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
9+
+0
+0
+0
+0
+0
+0
+0
+0
0 2
0 2 0 2
0 2 0 2
0 2
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
800 800
810 810
820 820
830 830
840 840
850 850
860 860
870 870
880 880
890 890
200'0 100'
APPROVAL PRIOR TO START OF WORK.
DIRECTIONAL DRILLING WORK PLAN TO BE SUBMITTED FOR REVIEW AND
DETERMINED BY THE CONTRACTOR AND IDENTIFIED IN THE HORIZONTAL
BORE PIT LOCATIONS ARE APPROXIMATE. FINAL LOCATIONS TO BE 7.
FOR DETAILS.
SANITARY SEWER WORK SHOWN FOR REFERENCE ONLY, SEE SHEET C-121 6.
THE TEE.
GREATER THAN 30 FEET, PROVIDE A CURB STOP AT BOTH THE HYDRANT AND
SERVICE LINE. IF 1-INCH LINE FROM YARD HYDRANT TO SERVICE LINE IS
HYDRANTS ON SERVICE LINES GREATER THAN 1-INCH SHALL TEE INTO THE
TO 7 FEET BETWEEN EACH YARD HYDRANT AND CURB STOP. YARD
INSTALL CURB STOPS ON ALL YARD HYDRANTS. PROVIDE APPROXIMATELY 4 5.
INSTALL GATE VALVES FOR ALL BUILDING CONNECTIONS.4.
SALVAGED PER SPECIFICATION SECTION 02 41 00.
EXISTING FIRE HYDRANTS AND YARD HYDRANTS BEING REPLACED TO BE 3.
DISPOSED OFFSITE.
EXISTING GATE VALVES BEING REPLACED TO BE REMOVED AND PROPERLY 2.
EXISTING WATER LINES TO BE ABANDONED IN PLACE.1.
GENERAL SHEET NOTES
N
D E S M
O
IN
E S R
IV
E R
F L O
W
W
WH
WH
WH
WH
WH
WH WH
WH
WHWH
WH
WH
WH
WH
WH
W
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
A N
S I
D
S O
L
IC
IT
A
T
IO
N
W A
T E
R A
N D
S E
W E
R R
E P
A
IR
S
P R
A
IR
IE
F
L O
W E
R C
H E
R R
Y G
L E
N A
N D
B O
B S
H E
T L
E R
S A
Y L
O R
V
IL
L E
L A
K E
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
H
E D
D L
E S
T E
N
O P
T
IO
N A
B O
B S
H E
T L
E R
W A
T E
R
P L
A N
A N
D P
R O
F
IL
E
C-106
L
H A
R P
E R
T
G A
M B
O N
A U
G
D T
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
S A
Y L
O R
R
F E
L L
M
E K
B
PROFILE - BOB SHETLER WATER - OPTION A
H1
SCALE: 100' = 1' - 0"
PLAN - BOB SHETLER WATER - OPTION A
EXISTING GROUND
SEE SHEET C-103
INSTALL 4" WATER LINE TO BOB SHETLER PICNIC AREA
INSTALL METER VAULT
AND YARD HYDRANT (TYP)
INSTALL 1" WATER LINE
INSTALL 1" WATER LINE
INSTALL 6" WATER MAIN UNDER RIVER
SEE NOTE 8
STA 36+49.61
BORE PIT
SEE NOTE 8
STA 36+49.61
BORE PIT
DESIGN GRADE
INSTALL 4" WATER LINEINSTALL 1" WATER LINE
INSTALL 1" WATER LINE
AND FIRE HYDRANT
INSTALL 4" WATER LINE
INSTALL 2" WATER LINE
CLEANING STATION
AND CONNECT TO FISH
INSTALL 1" WATER LINE
INSTALL 2" WATER LINE
INSTALL 1" CURB STOP
INSTALL 1" CURB STOP
INSTALL 1" CURB STOP
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
R S
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00
760 760
770 770
780 780
790 790
800 800
810 810
820 820
830 830
840 840
850 850
200'0 100'
APPROVAL PRIOR TO START OF WORK.
DIRECTIONAL DRILLING WORK PLAN TO BE SUBMITTED FOR REVIEW AND
DETERMINED BY THE CONTRACTOR AND IDENTIFIED IN THE HORIZONTAL
BORE PIT LOCATIONS ARE APPROXIMATE. FINAL LOCATIONS TO BE 8.
FOR DETAILS.
SANITARY SEWER WORK SHOWN FOR REFERENCE ONLY, SEE SHEET C-121 7.
SITES AS NEEDED TO INSTALL WATER LINES.
CAMPGROUND ROADS AND THE GRANULAR SURFACING FOR THE CAMP
REMOVE AND REPLACE IN KIND THE ASPHALT PAVEMENT FOR THE 6.
THE TEE.
GREATER THAN 30 FEET, PROVIDE A CURB STOP AT BOTH THE HYDRANT AND
SERVICE LINE. IF 1-INCH LINE FROM YARD HYDRANT TO SERVICE LINE IN
HYDRANTS ON SERVICE LINES GREATER THAN 1-INCH SHALL TEE INTO THE
TO 7 FEET BETWEEN EACH YARD HYDRANT AND CURB STOP. YARD
INSTALL CURB STOPS ON ALL YARD HYDRANTS. PROVIDE APPROXIMATELY 4 5.
INSTALL GATE VALVES FOR ALL BUILDING CONNECTIONS.4.
SALVAGED PER SPECIFICATION SECTION 02 41 00.
EXISTING FIRE HYDRANTS AND YARD HYDRANTS BEING REPLACED TO BE 3.
DISPOSED OFFSITE.
EXISTING GATE VALVES BEING REPLACED TO BE REMOVED AND PROPERLY 2.
EXISTING WATER LINES TO BE ABANDONED IN PLACE.1.
GENERAL SHEET NOTES
N
F L
O W
D E
S M
O
IN
E S R
IV
E R
S
W
W
FH
W H
W H
W H
W H
W H
W H
W
HW
H
W H
W H
W H
W H
W H
WH
W H
WH
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
A N
S I
D
S O
L
IC
IT
A
T
IO
N
W A
T E
R A
N D
S E
W E
R R
E P
A
IR
S
P R
A
IR
IE
F
L O
W E
R C
H E
R R
Y G
L E
N A
N D
B O
B S
H E
T L
E R
S A
Y L
O R
V
IL
L E
L A
K E
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
H
E D
D L
E S
T E
N
O P
T
IO
N A
B O
B S
H E
T L
E R
W A
T E
R
P L
A N
A N
D P
R O
F
IL
E
C-107
L
H A
R P
E R
T
G A
M B
O N
A U
G
D T
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
S A
Y L
O R
R
F E
L L
M
E K
B
PROFILE - BOB SHETLER WATER - OPTION A
H1
SCALE: 100' = 1' - 0"
PLAN - BOB SHETLER WATER - OPTION A
EXISTING GROUND
INSTALL 6" WATER MAIN
INSTALL METER VAULT
AND YARD HYDRANT (TYP)
INSTALL 1" WATER LINEINSTALL 4" WATER LINE
CONNECT TO EXISTING BUILDING
INSTALL 4" WATER LINE AND
INSTALL 4" WATER LINE
FISH CLEANING STATION
CONNECT TO EXISTING
INSTALL 1" WATER LINE AND
INSTALL METER VAULT
SEE SHEET C-103
INSTALL 4" WATER LINE TO BOB SHETLER PICNIC AREA
CONNECT TO EXISTING BUILDING
INSTALL 4" WATER LINE AND
DESIGN GRADE
AND FIRE HYDRANT
INSTALL 4" WATER LINE
INSTALL 2" WATER LINE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
R S
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00
760 760
770 770
780 780
790 790
800 800
810 810
820 820
830 830
840 840
850 850
200'0 100'
FOR DETAILS.
SANITARY SEWER WORK SHOWN FOR REFERENCE ONLY, SEE SHEET C-121 7.
SITES AS NEEDED TO INSTALL WATER LINES.
CAMPGROUND ROADS AND THE GRANULAR SURFACING FOR THE CAMP
REMOVE AND REPLACE IN KIND THE ASPHALT PAVEMENT FOR THE 6.
THE TEE.
GREATER THAN 30 FEET, PROVIDE A CURB STOP AT BOTH THE HYDRANT AND
SERVICE LINE. IF 1-INCH LINE FROM YARD HYDRANT TO SERVICE LINE IS
HYDRANTS ON SERVICE LINES GREATER THAN 1-INCH SHALL TEE INTO THE
TO 7 FEET BETWEEN EACH YARD HYDRANT AND CURB STOP. YARD
INSTALL CURB STOPS ON ALL YARD HYDRANTS. PROVIDE APPROXIMATELY 4 5.
INSTALL GATE VALVES FOR ALL BUILDING CONNECTIONS.4.
SALVAGED PER SPECIFICATION SECTION 02 41 00.
EXISTING FIRE HYDRANTS AND YARD HYDRANTS BEING REPLACED TO BE 3.
DISPOSED OFFSITE.
EXISTING GATE VALVES BEING REPLACED TO BE REMOVED AND PROPERLY 2.
EXISTING WATER LINES TO BE ABANDONED IN PLACE.1.
GENERAL SHEET NOTES
N
S
W
W
FH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
A N
S I
D
S O
L
IC
IT
A
T
IO
N
W A
T E
R A
N D
S E
W E
R R
E P
A
IR
S
P R
A
IR
IE
F
L O
W E
R C
H E
R R
Y G
L E
N A
N D
B O
B S
H E
T L
E R
S A
Y L
O R
V
IL
L E
L A
K E
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
H
E D
D L
E S
T E
N
O P
T
IO
N A
B O
B S
H E
T L
E R
W A
T E
R
P L
A N
A N
D P
R O
F
IL
E
C-108
L
H A
R P
E R
T
G A
M B
O N
A U
G
D T
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
S A
Y L
O R
R
F E
L L
M
E K
B
PROFILE - BOB SHETLER WATER - OPTION A
H1
SCALE: 100' = 1' - 0"
PLAN - BOB SHETLER WATER - OPTION A
MAIN TO REMAIN IN SERVICE
PROTECT EXISTING 6" PVC WATER
REMOVE TEE AND REPLACE WITH 6" PVC
EXISTING VALVES AND METER VAULTS,
MAIN TO BE ABANDONED, REMOVE
DISCONNECT EXISTING 6" PVC WATER
INSTALL METER VAULT
SEE NOTE 6
ABANDON EXISTING 6" PVC WATER MAIN
INSTALL 6" WATER MAIN
INSTALL METER VAULT
INSTALL 4" WATER LINE
CONNECT TO EXISTING BUILDING
INSTALL 4" WATER LINE AND
AND YARD HYDRANT (TYP)
INSTALL 1" WATER LINE
EXISTING GROUND
DESIGN GRADE
6" PVC WATER MAIN
CONNECT TO EXISTING
6" PVC WATER MAIN
CONNECT TO EXISTING
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
R S
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00
780 780
790 790
800 800
810 810
820 820
830 830
840 840
850 850
860 860
870 870
N
200'0 100'
REVIEW AND APPROVAL BY CONTRACTING OFFICER.
NORTH SIDE OF NW 78TH AVENUE. FIELD STAKE FLOWABLE FILL LIMITS FOR
SLOPE AT THE WEST END OF THE DAM AND ACROSS THE ROAD TO THE
WITH FLOWABLE FILL ALONG THE ENTIRE LENGTH OF THE DAM, UP THE
6" WATER MAIN IS INSTALLED AND READY FOR SERVICE. FILL EXISTING MAIN
DISCONNECT EXISTING 6" PVC WATER MAIN AT EAST END OF DAM ONCE NEW 7.
SITES AS NEEDED TO INSTALL WATER LINES.
CAMPGROUND ROADS AND THE GRANULAR SURFACING FOR THE CAMP
REMOVE AND REPLACE IN KIND THE ASPHALT PAVEMENT FOR THE 6.
THE TEE.
GREATER THAN 30 FEET, PROVIDE A CURB STOP AT BOTH THE HYDRANT AND
SERVICE LINE. IF 1-INCH LINE FROM YARD HYDRANT TO SERVICE LINE IS
HYDRANTS ON SERVICE LINES GREATER THAN 1-INCH SHALL TEE INTO THE
TO 7 FEET BETWEEN EACH YARD HYDRANT AND CURB STOP. YARD
INSTALL CURB STOPS ON ALL YARD HYDRANTS. PROVIDE APPROXIMATELY 4 5.
INSTALL GATE VALVES FOR ALL BUILDING CONNECTIONS.4.
SALVAGED PER SPECIFICATION SECTION 02 41 00.
EXISTING FIRE HYDRANTS AND YARD HYDRANTS BEING REPLACED TO BE 3.
DISPOSED OFFSITE.
EXISTING GATE VALVES BEING REPLACED TO BE REMOVED AND PROPERLY 2.
EXISTING WATER LINES TO BE ABANDONED IN PLACE.1.
GENERAL SHEET NOTES
W
W
WH
W
WH
WH
WH
WH
WH
WH
E630871.74N1591150.164
E630940.12N1591149.893
E630865.73N1591256.972
E630934.10N1591256.711
STAGING AREA
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
R O
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
A N
S I
D
S O
L
IC
IT
A
T
IO
N
W A
T E
R A
N D
S E
W E
R R
E P
A
IR
S
P R
A
IR
IE
F
L O
W E
R C
H E
R R
Y G
L E
N A
N D
B O
B S
H E
T L
E R
S A
Y L
O R
V
IL
L E
L A
K E
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
H
E D
D L
E S
T E
N
B A
S E
B
ID
C H
E R
R Y
G L
E N
W A
T E
R
P L
A N
C-109
L
H A
R P
E R
T
G A
M B
O N
A U
G
D T
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
S A
Y L
O R
R
F E
L L
M
E K
B
SCALE: 1" = 100' - 0"
PLAN - CHERRY GLEN WATER - BASE BID
STAGING AREA
SEE NOTE 1
TEMPORARY TRAFFIC CONTROL
SEE SHEET C-501 FOR DETAILS
ON EXISTING 3" WATER LINE
INSTALL METER VAULT
SEE SHEET C-501 FOR DETAILS
ON EXISTING 3" WATER LINE
INSTALL METER VAULT
SEE SHEET C-501 FOR DETAILS
ON EXISTING 6" WATER MAIN
INSTALL METER VAULT
EXISTING 3" WATER LINE
EXISTING 6" WATER MAIN
EXISTING 2" WATER LINE
EXISTING 3" WATER LINE
EXISTING 1" WATER LINE
EXISTING 6" WATER MAIN
EXISTING 1" WATER LINE
EXISTING 6" WATER MAIN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
R S
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
N
CHERRY GLEN CAMPGOUND
100' 200'0
1 2
FOR DETAILS.
SANITARY SEWER WORK SHOWN FOR REFERENCE ONLY, SEE SHEET C-123 2.
CONTRACTING OFFICER.
BOUND TRAFFIC MAY BE REQUIRED. COORDINATE ANY CLOSURES WITH THE
TEMPORARY TRAFFIC CONTROL TO CLOSE THE NORTH LANE FOR WEST 1.
GENERAL SHEET NOTES
N W
T
H A
V E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
E637188.57N1589024.564
E637255.05N1589021.523
E637192.42N1589149.112
E637263.78N1589148.621
STAGING AREA
W H
W H
W H
U
W H
W H
W H
W H
W H
UU
W H
W H
W
W H
W H
W H
W H
W H
W H
U
W H
W H
U
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
R O
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
A N
S I
D
S O
L
IC
IT
A
T
IO
N
W A
T E
R A
N D
S E
W E
R R
E P
A
IR
S
P R
A
IR
IE
F
L O
W E
R C
H E
R R
Y G
L E
N A
N D
B O
B S
H E
T L
E R
S A
Y L
O R
V
IL
L E
L A
K E
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
H
E D
D L
E S
T E
N
B A
S E
B
ID
P R
A
IR
IE
F
L O
W E
R W
A T
E R
P L
A N
C-110
L
H A
R P
E R
T
G A
M B
O N
A U
G
D T
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
S A
Y L
O R
R
F E
L L
M
E K
B
SCALE: 1" = 200' - 0"
PLAN - PRAIRIE FLOWER WATER - BASE BID
STAGING AREA
EXISTING 4" WATER LINE
INSTALL METER VAULT ON
INSTALL METER VAULT
FOR FUTURE DUMP STATION
INSTALL 4" WATER LINE
INSTALL 4" WATER LINE INSTALL METER VAULT
INSTALL 4" FIRE HYDRANT
INSTALL 2" WATER LINE
INSTALL YARD HYDRANT (TYP)
INSTALL 1" WATER LINE
INSTALL 2" WATER LINE
INSTALL 1" WATER LINE
INSTALL METER VAULT
INSTALL 2" WATER LINE
INSTALL 4" WATER LINE
INSTALL 4" FIRE HYDRANT
INSTALL 1" WATER LINE
INSTALL 1" WATER LINE
INSTALL 2" WATER LINE
INSTALL METER VAULT
INSTALL 1" WATER LINE
INSTALL 2" WATER LINE
INSTALL 4" FIRE HYDRANT
INSTALL 4" WATER LINE
INSTALL 4" FIRE HYDRANT
INSTALL 4" WATER LINE
INSTALL 1" WATER LINE
INSTALL 2" WATER LINE
INSTALL 1" WATER LINE
INSTALL 2" WATER LINE
INSTALL 1" WATER LINE
N1588854.029, E637585.971
END 4" WATER LINE AND CAP
FUTURE DUMP STATION
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
R S
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
N
AREA
POUNDING
BIG CREEK
PRAIRIE FLOWER CAMPGOUND
200' 400'0
1 2
3 4
NW LAKE DR
SAYLORVILLE LAKE
LOOP A
LOOP B
LOOP C
LOOP D
SEE SHEET C-113 FOR LOOP C AND LOOP D DETAILS.3.
SEE SHEET C-112 FOR LOOP B DETAILS.2.
SEE SHEET C-111 FOR LOOP A DETAILS.1.
GENERAL SHEET NOTES
W
W
W
W
W
W
F H
F H
F H
F H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
WH
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
W H
WH
WH
WH
W
WH
WH
WH
WH
WH
WHWH
WH
WH
R O
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
A N
S I
D
S O
L
IC
IT
A
T
IO
N
W A
T E
R A
N D
S E
W E
R R
E P
A
IR
S
P R
A
IR
IE
F
L O
W E
R C
H E
R R
Y G
L E
N A
N D
B O
B S
H E
T L
E R
S A
Y L
O R
V
IL
L E
L A
K E
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
H
E D
D L
E S
T E
N
B A
S E
B
ID
P R
A
IR
IE
F
L O
W E
R W
A T
E R
L O
O P
A
P L
A N
C-111
L
H A
R P
E R
T
G A
M B
O N
A U
G
D T
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
S A
Y L
O R
R
F E
L L
M
E K
B
SCALE: 1" = 60' - 0"
PLAN - PRAIRIE FLOWER WATER LOOP A - BASE BID
STAGING AREA
INSTALL METER VAULT
AND FIRE HYDRANT
INSTALL 4" WATER LINE
INSTALL YARD HYDRANT (TYP)
INSTALL 2" WATER LINE
INSTALL 1" WATER LINE
INSTALL 1" WATER LINE
INSTALL 4" WATER LINE
INSTALL YARD HYDRANT (TYP)
PROTECT EXISTING 6" PVC WATER MAINWATER LINE
INSTALL 2"
INSTALL 2" WATER LINE
INSTALL 1" WATER LINE
CONNECT TO EXISTING BUILDING
INSTALL 4" WATER LINE AND
INSTALL 4" GATE VALVE
INSTALL 4" WATER LINE
INSTALL 1" CURB STOP
INSTALL 1" CURB STOP
INSTALL 2" GATE VALVE
INSTALL 4" WATER LINE
INSTALL 2" GATE VALVE
INSTALL 2" WATER LINE
CONNECT TO EXISTING 2" WATER LINE
GATE VALVE
INSTALL 2" INSTALL 4" GATE VALVE
INSTALL 4" WATER LINE
INSTALL 2" WATER LINE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
R S
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
N
PRAIRIE FLOWER CAMPGOUND
60' 120'0
N W L
A K
E D
R
FOR DETAILS
SANITARY SEWER WORK SHOWN FOR REFERENCE ONLY, SEE SHEET C-129 6.
THE TEE.
GREATER THAN 30 FEET, PROVIDE A CURB STOP AT BOTH THE HYDRANT AND
SERVICE LINE. IF 1-INCH LINE FROM YARD HYDRANT TO SERVICE LINE IS
HYDRANTS ON SERVICE LINES GREATER THAN 1-INCH SHALL TEE INTO THE
TO 7 FEET BETWEEN EACH YARD HYDRANT AND CURB STOP. YARD
INSTALL CURB STOPS ON ALL YARD HYDRANTS. PROVIDE APPROXIMATELY 4 5.
INSTALL GATE VALVES FOR ALL BUILDING CONNECTIONS.4.
SALVAGED PER SPECIFICATION SECTION 02 41 00.
EXISTING FIRE HYDRANTS AND YARD HYDRANTS BEING REPLACED TO BE 3.
DISPOSED OFFSITE.
EXISTING GATE VALVES BEING REPLACED TO BE REMOVED AND PROPERLY 2.
EXISTING WATER LINES TO BE ABANDONED IN PLACE.1.
GENERAL SHEET NOTES
S
S
S
W
FH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
U
WH
U
WH
WH
WH
WH
WH
WH
WH
R O
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
A N
S I
D
S O
L
IC
IT
A
T
IO
N
W A
T E
R A
N D
S E
W E
R R
E P
A
IR
S
P R
A
IR
IE
F
L O
W E
R C
H E
R R
Y G
L E
N A
N D
B O
B S
H E
T L
E R
S A
Y L
O R
V
IL
L E
L A
K E
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
H
E D
D L
E S
T E
N
B A
S E
B
ID
P R
A
IR
IE
F
L O
W E
R W
A T
E R
L O
O P
B
P L
A N
C-112
L
H A
R P
E R
T
G A
M B
O N
A U
G
D T
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
S A
Y L
O R
R
F E
L L
M
E K
B
PLAN - PRAIRIE FLOWER WATER LOOP B - BASE BID
INSTALL METER VAULT
INSTALL 2" WATER LINE
INSTALL 4" WATER LINE
AND FIRE HYDRANT
INSTALL 4" WATER LINE
INSTALL 2" GATE VALVE
INSTALL 2" WATER LINE
INSTALL 1" WATER LINE
INSTALL 2" WATER LINE
PROTECT EXISTING 6" PVC WATER MAIN
AND YARD HYDRANT (TYP)
INSTALL 1" WATER LINE
INSTALL 2" WATER LINE
CONNECT TO EXISTING BUILDING
INSTALL 2" WATER LINE AND
INSTALL 4" WATER LINE
INSTALL 2" WATER LINE
INSTALL 1" CURB STOP
INSTALL 1" CURB STOP
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
R S
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
N
60' 120'0
N W
LA
K E D
R
FOR DETAILS
SANITARY SEWER WORK SHOWN FOR REFERENCE ONLY, SEE SHEET C-129 6.
THE TEE.
GREATER THAN 30 FEET, PROVIDE A CURB STOP AT BOTH THE HYDRANT AND
SERVICE LINE. IF 1-INCH LINE FROM YARD HYDRANT TO SERVICE LINE IS
HYDRANTS ON SERVICE LINES GREATER THAN 1-INCH SHALL TEE INTO THE
TO 7 FEET BETWEEN EACH YARD HYDRANT AND CURB STOP. YARD
INSTALL CURB STOPS ON ALL YARD HYDRANTS. PROVIDE APPROXIMATELY 4 5.
INSTALL GATE VALVES FOR ALL BUILDING CONNECTIONS.4.
SALVAGED PER SPECIFICATION SECTION 02 41 00.
EXISTING FIRE HYDRANTS AND YARD HYDRANTS BEING REPLACED TO BE 3.
DISPOSED OFFSITE.
EXISTING GATE VALVES BEING REPLACED TO BE REMOVED AND PROPERLY 2.
EXISTING WATER LINES TO BE ABANDONED IN PLACE.1.
GENERAL SHEET NOTES
S S S S
S
S
S
S
S
W
W
FH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
R O
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
A N
S I
D
S O
L
IC
IT
A
T
IO
N
W A
T E
R A
N D
S E
W E
R R
E P
A
IR
S
P R
A
IR
IE
F
L O
W E
R C
H E
R R
Y G
L E
N A
N D
B O
B S
H E
T L
E R
S A
Y L
O R
V
IL
L E
L A
K E
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
H
E D
D L
E S
T E
N
B A
S E
B
ID
P R
A
IR
IE
F
L O
W E
R W
A T
E R
L O
O P
C A
N D
D
P L
A N
C-113
L
H A
R P
E R
T
G A
M B
O N
A U
G
D T
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
S A
Y L
O R
R
F E
L L
M
E K
B
PLAN - PRAIRIE FLOWER WATER LOOP C AND D - BASE BID
AND FIRE HYDRANT
INSTALL 4" WATER LINE
INSTALL 4" WATER LINE
INSTALL 1" WATER LINE
INSTALL 1" WATER LINE
INSTALL 1" WATER LINE
INSTALL METER VAULT
INSTALL 4" WATER LINE
INSTALL METER VAULT
AND FIRE HYDRANT
INSTALL 4" WATER LINE
PROTECT EXISTING 6" PVC WATER MAIN
INSTALL 2" WATER LINE
AND YARD HYDRANT (TYP)
INSTALL 1" WATER LINE
CONNECT TO EXISTING BUILDING
INSTALL NEW 2" WATER LINE AND
INSTALL 2" WATER LINE
INSTALL 1" WATER LINE
INSTALL 1" WATER LINE
CONNECT TO EXISTING BUILDING
INSTALL 2" WATER LINE AND
REPLACE 2" GATE VALVE
EXISTING 2" WATER LINE TO OAK GROVE
INSTALL 1" WATER LINE
AND YARD HYDRANT
INSTALL 1" WATER LINE
INSTALL 2" WATER LINE
INSTALL 2" WATER LINE
INSTALL 4" WATER LINE
CONNECT TO EXISTING BUILDING
INSTALL 4" WATER LINE AND
INSTALL 1" WATER LINE
INSTALL 1" CURB STOP
INSTALL 2" WATER LINE
INSTALL 2" GATE VALVE
INSTALL 1" CURB STOP
AND PLUG, REPLACE 6" MAIN AS NEEDED
DISCONNECT EXISTING 4" SERVICE LINE
INSTALL 1" CURB STOP
INSTALL 1" CURB STOP
INSTALL 4" WATER LINE
INSTALL 2" GATE VALVE
GATE VALVE
INSTALL 2"
INSTALL 2" GATE VALVE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
/T .O
N
O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
R S
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
N
PRAIRIE FLOWER CAMPGOUND
60' 120'0
LOOP C
LOOP D
FOR DETAILS
SANITARY SEWER WORK SHOWN FOR REFERENCE ONLY, SEE SHEET C-129 6.
THE TEE.
GREATER THAN 30 FEET, PROVIDE A CURB STOP AT BOTH THE HYDRANT AND
SERVICE LINE. IF 1-INCH LINE FROM YARD HYDRANT TO SERVICE LINE IS
HYDRANTS ON SERVICE LINES GREATER THAN 1-INCH SHALL TEE INTO THE
TO 7 FEET BETWEEN EACH YARD HYDRANT AND CURB STOP. YARD
INSTALL CURB STOPS ON ALL YARD HYDRANTS. PROVIDE APPROXIMATELY 4 5.
INSTALL GATE VALVES FOR ALL BUILDING CONNECTIONS.4.
SALVAGED PER SPECIFICATION SECTION 02 41 00.
EXISTING FIRE HYDRANTS AND YARD HYDRANTS BEING REPLACED TO BE 3.
DISPOSED OFFSITE.
EXISTING GATE VALVES BEING REPLACED TO BE REMOVED AND PROPERLY 2.
EXISTING WATER LINES TO BE ABANDONED IN PLACE.1.
GENERAL SHEET NOTES
S
S
S
S S S S
S
W
W
FH
FH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
W H
WH
WH
WH
WH
WH
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
IC
T
A N
S I
D
S O
L
IC
IT
A
T
IO
N
W A
T E
R A
N D
S E
W E
R R
E P
A
IR
S
P R
A
IR
IE
F
L O
W E
R C
H E
R R
Y G
L E
N A
N D
B O
B S
H E
T L
E R
S A
Y L
O R
V
IL
L E
L A
K E
D E
S M
O
IN
E S
R
IV
E R
B A
S
IN
/0
H
E D
D L
E S
T
S
N
IT
A R
Y S
E W
E R
R E
P
IA
R S
S
IT
E P
L A
N
C-121
L
H A
R P
E R
T
G A
M B
O N
A U
G
D T
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
S A
Y L
O R
R
F E
L L
M
E K
B
SCALE: 1500' = 1' - 0"
SITE PLAN SANITARY SEWER REPAIRS
SEE SHEET C-129
REPAIR SANITARY SEWER - BASE BID
SEE SHEET C-123
REPAIR SANITARY SEWER - BASE BID
SEE…
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