Gary_Force_Main_Replacement_Section_219_RTA_plans.pdf
PDF 10 MB Posted
- Attached to
- Gary Sanitary District, Force Main Replacement Federal contract opportunity
- Solicitation number
- W912P6-16-B-0011
About this file
THIS FILE CONTAINS THE PROJECT PLANS/DRAWING SHEETS
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912P6-16-B-0011_Amendment_0002_-_Gary_Sanitary_District_Force_Main_Replacement.pdf | ||
| Gary_Photos_March1.pdf | ||
| Gary_Photos_March_2.pdf | ||
| Gary_photos_08-12-16.zip | ZIP file | |
| Gary_Photos_05-11-2016.zip | ZIP file | |
| Pre-Bid_Attendance_Sheet_-_GSD_Force_Main_Replacement_W912P6-16-B-0011.pdf | ||
| AMENDMENT_0001_IFB_W912P616B0011_GFM.pdf | ||
| Gary_Force_Main_Replacement_Section_219_RTA_specs.pdf |
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VICINITY MAP
CITY MAPSTATE MAP
US Army Corps
Chicago District of Engineers
GARY SANITARY DISTRICT
EAST 15th PLACE FORCEMAIN
REPLACEMENT
GENERAL, CIVIL,
EROSION CONTROL & PROCESS MECHANICAL
SOLICITATION NO.
W912P6-16-B-0011
MICHIGAN CITY
VALPARAISO
GARY
OAK LAWN
CHICAGO
GARY INDIANA
PROJECT SITE
GARY, INDIANA
SOLICITATION DATE
8/12/16
CERTIFIED FINAL DRAWINGS
8-8-16
S O
L I C
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US Army Corps of Engineers
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D A
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US Army Corps of Engineers
Chicago District
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IDENTIFICATION
D A
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US Army Corps of Engineers
Chicago District
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Ø14"
Ø10"
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2 OVERHEAD WIRES
G
R
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L
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R
I V
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5 OVERHEAD WIRES
S
W
W
W
W
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W
W
W
W
W
W
W
W
W
W
W
W
CULVERT APPEARS TO HAVE
BEEN CUT AND BACKFILLED AT
3.8 FT. SOUTH OF HEADWALL
FOUND IRON PIPE
ON R/W LINE
FOUND
IRON PIPE
P.O.C. STA. 10+50, 18.34LT
EXISTING SANITARY MANHOLE
RIM = 609.79
INV = 602.49(E)
INV (W) NOT SEEN
INV (S) NOT SEEN
S A
N
TBM #1
SOUTH RIM OF MANHOLE
ELEVATION = 609.79
Ø
Ø10"
Ø
Ø
EXISTING FORCE
MAIN LINE
E
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Δ5Á26
T
A
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C
P.O.C. STA. 11+45.24
55.06' RT.
P.O.C. STA. 14+45.26
50.03' RT.
P.O.T. STA. 16+45.26
45.02' RT.
OWNER:
RIETH-RILEY CONST.CO, INC.
P.O. BOX 477
GOSHEN, IN 46572
45-08-12-300-013.000-004
P.O.C. STA 10+00
BEGIN PROJECT
P
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OF THE SOUTHWEST 1/4 OF
SECTION 12-36-8
A
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A
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V
E
W
A
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TBM #2
TOP/HEADWALL
ELEVATION=604.20
S O
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A T
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N
N
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F I
M
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D W
N
B
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C K
D
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M A
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R I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
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A R
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D o n a l d s o n
NOTES:
1. DIMENSIONS ARE NOT TO BE ASSUMED FROM SCALING.
2. ALL POINTS ON CENTER ARE MARKED WITH MAG NAILS
AT 100-FOOT STATIONS UNLESS OTHERWISE SHOWN
HEREON.
STATE OF INDIANA
COUNTY OF LAKE
I, HYLTON E. DONALDSON, A LICENSED PROFESSIONAL LAND
SURVEYOR, IN THE STATE OF INDIANA, HERBY STATE TO THE
CLIENT ONLY, THAT ALL PARTS OF THIS TOPOGRAPHIC
SURVEY AND PLAT HAVE BEEN COMPLETED IN ACCORDANCE
WITH THE CURRENT REQUIREMENTS OF THE MINMUM
TECHNICAL STANDARDS FOR SURVEYING IN THE STATE OF
INDIANA TO THE BEST OF MY KNOWLEDGE, INFORMATION AND
BELIEF.
ACCORDING TO MY SURVEY ON THE 28TH OF MARCH, 2016
HYLTON E. DONALDSON, PROFESSIONAL SURVEYOR
INDIANA LICENSE No. LS80040463
603 S. HOWARD ST.
GARY, IN 46403
TEL: (219) 588-2599
FAX: (219) 939-1103
PREPAIRED BY:
Tel: (219) 588-2599 Fax: (219) 939-1103 www.hdasurveyors.com e-mail: hdonaldsonassoc@gmail.com
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WATER MARKS
(FLAGS)
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WATER MARKS (FLAGS)
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WATER MARKS
(FLAGS)
SLIDING CHAIN LINK GATE
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2 OVERHEAD WIRES
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FOUND
IRON PIPE
P.O.T. STA. 20+09.00
30.00' LT.
Ø24" RCP INV. ELEV. = 600.79
T
T
R
N
E
R
C
O
N
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E
A
D
W
A
L
L
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A
T
I
P.O.T. STA. 20+09.00
29.00' RT.
Ø24" RCP INV. ELEV. = 599.37
EXISTING FORCE
MAIN LINE
G
G
G
G
G
G
G
G
G
G
S
S
S
S
S
S
S
S
S
S
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S
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S
P
O
P.O.T. STA. 22+28.09
40.00'Rt
P
O
P.O.T. STA. 18+45.25
40.00' RT.
S
Á
W
S
Á
W
10.00'
S.21Á26'38"E.
N
Á
E
S
Á
W
A
S
P
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A
L
T
D
R
I
V
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W
A
Y
WATER MARKS (FLAGS)
C
O
M
M
C
O
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M
S O
L I C
I T
A T
I O
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N
O
F I
M
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M A
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D E
S C
R I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
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P
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M A
P
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M I T
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I N
D I A
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M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
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T e l
V-102
P L
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V E
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H
D o n a l d s o n
J
K a m i n s k i
H
D o n a l d s o n
NOTES:
1. DIMENSIONS ARE NOT TO BE ASSUMED FROM SCALING.
2. ALL POINTS ON CENTER ARE MARKED WITH MAG NAILS
AT 100-FOOT STATIONS UNLESS OTHERWISE SHOWN
HEREON.
STATE OF INDIANA
COUNTY OF LAKE
I, HYLTON E. DONALDSON, A LICENSED PROFESSIONAL LAND
SURVEYOR, IN THE STATE OF INDIANA, HERBY STATE TO THE
CLIENT ONLY, THAT ALL PARTS OF THIS TOPOGRAPHIC
SURVEY AND PLAT HAVE BEEN COMPLETED IN ACCORDANCE
WITH THE CURRENT REQUIREMENTS OF THE MINMUM
TECHNICAL STANDARDS FOR SURVEYING IN THE STATE OF
INDIANA TO THE BEST OF MY KNOWLEDGE, INFORMATION AND
BELIEF.
ACCORDING TO MY SURVEY ON THE 28TH OF MARCH, 2016
HYLTON E. DONALDSON, PROFESSIONAL SURVEYOR
INDIANA LICENSE No. LS80040463
603 S. HOWARD ST.
GARY, IN 46403
TEL: (219) 588-2599
FAX: (219) 939-1103
PREPAIRED BY:
Tel: (219) 588-2599 Fax: (219) 939-1103 www.hdasurveyors.com e-mail: hdonaldsonassoc@gmail.com
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WATER MARKS
(FLAGS)
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GAS MARKS
(FLAGS)
GAS MARKS
(FLAG)
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7 OVERHEAD WIRES
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EXISTING 24" FORCE
MAIN LINE
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G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
L
I
P.O.T. STA. 28+98.09
30.00' RT.
P.O.T. STA. 29+20.64
30.00' RT.
N
Á
E
N
Á
E
S
Á
W
O
W
6 OVERHEAD WIRES
1 OVERHEAD TEL. WIRE
6 OVERHEAD WIRES
1 OVERHEAD TEL. WIRE
6 OVERHEAD WIRES
1 OVERHEAD TEL. WIRE
WATER MARKS (FLAGS)
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
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 I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
V-103
P L
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O P
O G
R A
P H
Y
N T
P S
U R
V E
Y
H
D o n a l d s o n
J
K a m i n s k i
H
D o n a l d s o n
NOTES:
1. DIMENSIONS ARE NOT TO BE ASSUMED FROM SCALING.
2. ALL POINTS ON CENTER ARE MARKED WITH MAG NAILS
AT 100-FOOT STATIONS UNLESS OTHERWISE SHOWN
HEREON.
STATE OF INDIANA
COUNTY OF LAKE
I, HYLTON E. DONALDSON, A LICENSED PROFESSIONAL LAND
SURVEYOR, IN THE STATE OF INDIANA, HERBY STATE TO THE
CLIENT ONLY, THAT ALL PARTS OF THIS TOPOGRAPHIC
SURVEY AND PLAT HAVE BEEN COMPLETED IN ACCORDANCE
WITH THE CURRENT REQUIREMENTS OF THE MINMUM
TECHNICAL STANDARDS FOR SURVEYING IN THE STATE OF
INDIANA TO THE BEST OF MY KNOWLEDGE, INFORMATION AND
BELIEF.
ACCORDING TO MY SURVEY ON THE 28TH OF MARCH, 2016
HYLTON E. DONALDSON, PROFESSIONAL SURVEYOR
INDIANA LICENSE No. LS80040463
603 S. HOWARD ST.
GARY, IN 46403
TEL: (219) 588-2599
FAX: (219) 939-1103
PREPAIRED BY:
Tel: (219) 588-2599 Fax: (219) 939-1103 www.hdasurveyors.com e-mail: hdonaldsonassoc@gmail.com
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E
E
E
E
E
E
E E E E E E E E E E E E E E E E E E E E E E E E E
GAS PIPELINE
MARKERS
WATER MARKS (FLAGS)
E
E
CONC. BARRIER
GRAVEL AREA
2 OVERHEAD WIRES
GRAVEL
DRIVEWAY
A S
P H
A L
T
D R
I V
E W
A Y
W
A
T
R
K
S
F
L
A
G
S
E
E
2 OVERHEAD
WIRES
E
R
H
E
R
E
E
R
H
E
R
E
S
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W
W W W W W W
W W W W W W
W W W W
P.O.T.STA. 34+47.74 "A"
STA. 34+36.38 "B"
30.00' LT.
FOUND IRON PIPE
AT PROP. CORNER
TBM #4
SURVEY NAIL ON NORTH
SIDE PWP #189/553
ELEVATION = 607.15
G G
G G
G
GG
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
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G
G
E
E
E
E
S
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S
S
S
S
S
S
S
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S
S
S
S
S
S
S
S
S
S
S
S
S S
S S
S S
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
OWNER:
LeBEOUF, EUGENE A. & DONNA MARIE LeBEOUF
521 LOST ACRES LN.
GREAT FALLS, VA 22066
45-08-12-402-002.000-004
L
I
LINE "B"
P.O.T. STA. 39+10.74
30.00' RT.
P.O.T. STA. 34+42.07
FOUND IRON PIPE
N
Á
E
463.00'
N.89Á59'47"W.
S.89Á59'47"E.
836.77'
1 STORY
FRAME
BUILDING
#4705
FRAME PORCH
CONC. PATIO
OVERHANG
ASPH. AREA
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
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S
C A
L E
P
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D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
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I T
A R
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D
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T R
I C
T
E A t h
P
L A
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C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
V-104
P L
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O P
O G
R A
P H
Y
N T
P S
U R
V E
Y
H
D o n a l d s o n
J
K a m i n s k i
H
D o n a l d s o n
NOTES:
1. DIMENSIONS ARE NOT TO BE ASSUMED FROM SCALING.
2. ALL POINTS ON CENTER ARE MARKED WITH MAG NAILS
AT 100-FOOT STATIONS UNLESS OTHERWISE SHOWN
HEREON.
STATE OF INDIANA
COUNTY OF LAKE
I, HYLTON E. DONALDSON, A LICENSED PROFESSIONAL LAND
SURVEYOR, IN THE STATE OF INDIANA, HERBY STATE TO THE
CLIENT ONLY, THAT ALL PARTS OF THIS TOPOGRAPHIC
SURVEY AND PLAT HAVE BEEN COMPLETED IN ACCORDANCE
WITH THE CURRENT REQUIREMENTS OF THE MINMUM
TECHNICAL STANDARDS FOR SURVEYING IN THE STATE OF
INDIANA TO THE BEST OF MY KNOWLEDGE, INFORMATION AND
BELIEF.
ACCORDING TO MY SURVEY ON THE 28TH OF MARCH, 2016
HYLTON E. DONALDSON, PROFESSIONAL SURVEYOR
INDIANA LICENSE No. LS80040463
603 S. HOWARD ST.
GARY, IN 46403
TEL: (219) 588-2599
FAX: (219) 939-1103
PREPAIRED BY:
Tel: (219) 588-2599 Fax: (219) 939-1103 www.hdasurveyors.com e-mail: hdonaldsonassoc@gmail.com
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T I
E E E E E E E E E E E E E E E E E E E E E
E E E E E
C E
C E
C E
C E
C E
C E
CONC. BARRIER
E E
E E
E E
E E
E
Ø18"
Ø16"
Ø8"
2Ø8"
WATER MARKS (FLAGS)
2Ø6"
ASPHALT
PAVED
GRAVEL AREA
W W W W W
W W W W W W
W W W W W W
W W W W W W
W W W W W W
W W W W W
UNABLE TO MEASURE CULVERT
(EXCESSIVE EARTH COVER)
TBM #5
TOP OF WEST END
CONCRETE HEADWALL
POT. STA. 42+78, 25.6' RT.
ELEVATION = 600.47
FORCE MAIN LINE
WET LAND LINE
G G
G G
G
G
G G
G
G
G
G
G
G
G
G
G
GG
G
G G
G
G
G
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
S T
A T
E
S
T
OWNER:
CITY OF GARY
401 BROADWAY
45-08-12-426-001.000-004
O W
N E
R
S
U R
P L
T
S
Y S
T E
C
T
H
A
V E
G
A R
Y
F
E E
T
U
T I L
I T
Y
E
A S
E M
E N
T
F
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T
U
T I L
I T
Y
E
A S
E M
E N
T
F
E E
T
B
U I L
D I N
G
L
I N
E
60' R.O.W.
P.O.T. STA. 42+73.22
30.00' RT.
. STA. 39+10.74
RT.
P.O.T. STA. 42+73.15
30.00' LT.
OWNER:
SURPLUS MGT. SYSTEMS LLC
1434 11TH AVE. GARY, IN 46402
45-08-12-402-003.000-004
362.48'
N.89Á59'47"W.
30.00'
N89Á59'47"W
605.88'
N.89Á59'47"W.
S D
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L I C
I T
A T
I O
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C K
D
B
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D E
S I G
N E
D
B
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D E
S C
R I P
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
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F I
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B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
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S
C A
L E
P
L O
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D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
V-105
P L
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O P
O G
R A
P H
Y
N T
P S
U R
V E
Y
H
D o n a l d s o n
J
K a m i n s k i
H
D o n a l d s o n
NOTES:
1. DIMENSIONS ARE NOT TO BE ASSUMED FROM SCALING.
2. ALL POINTS ON CENTER ARE MARKED WITH MAG NAILS
AT 100-FOOT STATIONS UNLESS OTHERWISE SHOWN
HEREON.
STATE OF INDIANA
COUNTY OF LAKE
I, HYLTON E. DONALDSON, A LICENSED PROFESSIONAL LAND
SURVEYOR, IN THE STATE OF INDIANA, HERBY STATE TO THE
CLIENT ONLY, THAT ALL PARTS OF THIS TOPOGRAPHIC
SURVEY AND PLAT HAVE BEEN COMPLETED IN ACCORDANCE
WITH THE CURRENT REQUIREMENTS OF THE MINMUM
TECHNICAL STANDARDS FOR SURVEYING IN THE STATE OF
INDIANA TO THE BEST OF MY KNOWLEDGE, INFORMATION AND
BELIEF.
ACCORDING TO MY SURVEY ON THE 28TH OF MARCH, 2016
HYLTON E. DONALDSON, PROFESSIONAL SURVEYOR
INDIANA LICENSE No. LS80040463
603 S. HOWARD ST.
GARY, IN 46403
TEL: (219) 588-2599
FAX: (219) 939-1103
PREPAIRED BY:
Tel: (219) 588-2599 Fax: (219) 939-1103 www.hdasurveyors.com e-mail: hdonaldsonassoc@gmail.com
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M A
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M A
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C E
C E
C E
C E
C E
E E
E E
E E
E E
E E E E E E E E E E E E
E
WATER MARKS (FLAGS)
P U
B L
R
E E
T
G R
A V
E L
7 OVERHEAD WIRES
CONC. WALK
CONC. WALK
W
W W
W W
W W
W W
W W
W W
W
W
W
W W
W
W
W W
W W W W W
1 STORY
CONC. BUILDING
GATE
S
ASPH.
DRIVEWAY
HIGH 1 STORY
METAL BUILDING
FUEL TANK
V A
L V
E
V A
U L
T
FACILITY BRICK SIGN
TBM #6
ON FACILITY IDENTIFICATION
SIGN ON NORTHWEST CORNER
ON CONCRETE FOUNDATION
ELEVATION = 601.18
E E
E
E
E
E
E
E
E
E
E E
E E
E E
E E E E E E E
G
GGG
G
G
G
G
G G
G
G
G
GG
G
GG
E
E E E E
SS SS SS SS SS SS SS SS SS SS SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
B E
N T
OWNER:
SURPLUS MGT SYSTEMS LLC
1434 11TH AVE, GARY
45-08-12-426-004.000-004
F
E E
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U
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I T
Y
E
A S
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F
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E
A S
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D I N
G
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F
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B
U I L
D I N
G
L
I N
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P.O.T. STA. 49+9.11
30.00' RT.
P.O.T. STA. 49+69.11
30.00' RT.
P.O.T. STA. 52+67.20
30.00' RT.
P.O.T. STA. 53+00.00
END OF PROJECT
S.89Á59'47"E.
1026.85'
298.09'
N.89Á59'47"W.
S O
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S I G
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D E
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R I P
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4 5
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R K
A P
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D A
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F I
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B E
R
S I Z
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S U
B M
I T
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D
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P L O
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C A
L E
P
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A T
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D A
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M A
R K
D E
S C
R I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
V-106
P L
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O P
O G
R A
P H
Y
N T
P S
U R
V E
Y
H
D o n a l d s o n
J
K a m i n s k i
H
D o n a l d s o n
NOTES:
1. DIMENSIONS ARE NOT TO BE ASSUMED FROM SCALING.
2. ALL POINTS ON CENTER ARE MARKED WITH MAG NAILS
AT 100-FOOT STATIONS UNLESS OTHERWISE SHOWN
HEREON.
STATE OF INDIANA
COUNTY OF LAKE
I, HYLTON E. DONALDSON, A LICENSED PROFESSIONAL LAND
SURVEYOR, IN THE STATE OF INDIANA, HERBY STATE TO THE
CLIENT ONLY, THAT ALL PARTS OF THIS TOPOGRAPHIC
SURVEY AND PLAT HAVE BEEN COMPLETED IN ACCORDANCE
WITH THE CURRENT REQUIREMENTS OF THE MINMUM
TECHNICAL STANDARDS FOR SURVEYING IN THE STATE OF
INDIANA TO THE BEST OF MY KNOWLEDGE, INFORMATION AND
BELIEF.
ACCORDING TO MY SURVEY ON THE 28TH OF MARCH, 2016
HYLTON E. DONALDSON, PROFESSIONAL SURVEYOR
INDIANA LICENSE No. LS80040463
603 S. HOWARD ST.
GARY, IN 46403
TEL: (219) 588-2599
FAX: (219) 939-1103
PREPAIRED BY:
Tel: (219) 588-2599 Fax: (219) 939-1103 www.hdasurveyors.com e-mail: hdonaldsonassoc@gmail.com
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Δ11Á44'3
T
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Δ5Á2
T
A
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C
P
O
P.O.T. STA. 22+28.09
40.00'Rt
P.O.C. STA. 11+45.24
55.06' RT.
P.O.C. STA. 14+45.26
50.03' RT.
P.O.T. STA. 16+45.26
45.02' RT.
OWNER:
RIETH-RILEY CONST.CO, INC.
P.O. BOX 477
GOSHEN, IN 46572
45-08-12-300-013.000-004
P.O.C. STA 10+00
BEGIN PROJECT
P.O.C. STA. 10+50, 18.34 LT.
EXISTING SANITARY MANHOLE
P
C
C
S
P
O
P.O.T. STA. 18+45.25
40.00' RT.
THE EAST LINE OF THE WEST 1/2
OF THE SOUTHWEST 1/4 OF
SECTION 12-36-8
S
Á
W
S
Á
W
S
Á
W
A
R
C
R
A
D
C
H
O
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D ȹ
Á
'2
T
S
Á
W
10.00'
S.21Á26'38"E.
N
Á
E
A
R
R
A
C
H
O
R
Δ5Á26
T
.8
S .8 Á1 '0 "W
S
NOTES:
1. DIMENSIONS ARE NOT TO BE ASSUMED FROM SCALING.
2. ALL POINTS ON CENTER ARE MARKED WITH MAG NAILS
AT 100-FOOT STATIONS UNLESS OTHERWISE SHOWN
HEREON.
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
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R I P
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C O
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R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
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F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
STATE OF INDIANA
COUNTY OF LAKE
I, HYLTON E. DONALDSON, A LICENSED PROFESSIONAL LAND
SURVEYOR, IN THE STATE OF INDIANA, HERBY STATE TO THE
CLIENT ONLY, THAT ALL PARTS OF THIS TOPOGRAPHIC
SURVEY AND PLAT HAVE BEEN COMPLETED IN ACCORDANCE
WITH THE CURRENT REQUIREMENTS OF THE MINMUM
TECHNICAL STANDARDS FOR SURVEYING IN THE STATE OF
INDIANA TO THE BEST OF MY KNOWLEDGE, INFORMATION AND
BELIEF.
ACCORDING TO MY SURVEY ON THE 28TH OF MARCH, 2016
HYLTON E. DONALDSON, PROFESSIONAL SURVEYOR
INDIANA LICENSE No. LS80040463
603 S. HOWARD ST.
GARY, IN 46403
TEL: (219) 588-2599
FAX: (219) 939-1103
H
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No. LS80040463
50' 100'0
V B d w g
VB101
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A S
E M
E N
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H
D o n a l d s o n
J
K a m i n s k i
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D o n a l d s o n
PREPAIRED BY:
Tel: (219) 588-2599 Fax: (219) 939-1103 www.hdasurveyors.com e-mail: hdonaldsonassoc@gmail.com
M
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OWNER:
LeBEOUF, EUGENE A. & DONNA MARIE LeBEOUF
521 LOST ACRES LN.
GREAT FALLS, VA 22066
45-08-12-402-002.000-004
P.O.T. STA. 34+47.74 "A"
STA. 34+36.38 "B"
30.00' LT.
P.O.T. STA. 34+36.38 "A"
STA. 34+47.74 "B"
30.00' RT.
L
I
LINE "B"
P.O.T. STA. 28+98.09
30.00' RT.
P.O.T. STA. 29+20.64
30.00' RT.
P.O.T. STA. 39+10.74
30.00' RT.
THE EAST LINE OF SOUTHWEST
1/4 OF SECTION 12-36-8
P.O.T.
STA. 34+42.07
S
Á
W
N
Á
E
N
Á
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S
Á
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463.00'
N.89Á59'47"W.
S.89Á59'47"E.
836.77'
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D A
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M A
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D E
S C
R I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
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E A t h
P
L A
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C E
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F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
NOTES:
1. DIMENSIONS ARE NOT TO BE ASSUMED FROM SCALING.
2. ALL POINTS ON CENTER ARE MARKED WITH MAG NAILS
AT 100-FOOT STATIONS UNLESS OTHERWISE SHOWN
HEREON.
STATE OF INDIANA
COUNTY OF LAKE
I, HYLTON E. DONALDSON, A LICENSED PROFESSIONAL LAND
SURVEYOR, IN THE STATE OF INDIANA, HERBY STATE TO THE
CLIENT ONLY, THAT ALL PARTS OF THIS TOPOGRAPHIC
SURVEY AND PLAT HAVE BEEN COMPLETED IN ACCORDANCE
WITH THE CURRENT REQUIREMENTS OF THE MINMUM
TECHNICAL STANDARDS FOR SURVEYING IN THE STATE OF
INDIANA TO THE BEST OF MY KNOWLEDGE, INFORMATION AND
BELIEF.
ACCORDING TO MY SURVEY ON THE 28TH OF MARCH, 2016
HYLTON E. DONALDSON, PROFESSIONAL SURVEYOR
INDIANA LICENSE No. LS80040463
603 S. HOWARD ST.
GARY, IN 46403
TEL: (219) 588-2599
FAX: (219) 939-1103
H
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No. LS80040463
50' 100'0
V B d w g
VB102
R I G
W
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V E
Y
H
D o n a l d s o n
J
K a m i n s k i
H
D o n a l d s o n
PREPAIRED BY:
Tel: (219) 588-2599 Fax: (219) 939-1103 www.hdasurveyors.com e-mail: hdonaldsonassoc@gmail.com
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S
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OWNER:
CITY OF GARY
401 BROADWAY
45-08-12-426-001.000-004
OWNER:
SURPLUS MGT SYSTEMS LLC
1434 11TH AVE, GARY
45-08-12-426-004.000-004
OWNER:
GARY SANITARY DISTRICT
3600 WEST 3RD AVE,
GARY, INDIANA, 46406
45-08-12-427-001.000-004
O W
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60' R.O.W.
P.O.T. STA. 42+73.22
30.00' RT.
P.O.T. STA. 49+9.11
30.00' RT.
P.O.T. STA. 49+69.11
30.00' RT.
P.O.T. STA. 52+67.20
30.00' RT.
P.O.T. STA. 53+00.00
END OF PROJECT
P.O.T. STA. 42+73.15
30.00' LT.
OWNER:
SURPLUS MGT. SYSTEMS LLC
1434 11TH AVE. GARY, IN 46402
45-08-12-402-003.000-004
THE WEST LINE OF THE EAST 1/2 OF
SOUTHEAST 1/4 OF SECTION 12-36-8
362.48'
N.89Á59'47"W.
30.00'
N89Á59'47"W
605.88'
N.89Á59'47"W.
S.89Á59'47"E.
1026.85'
298.09'
N.89Á59'47"W.
S O
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M A
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D E
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R I P
T I O
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C O
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R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
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D
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T R
I C
T
E A t h
P
L A
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M I T
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G A
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F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
NOTES:
1. DIMENSIONS ARE NOT TO BE ASSUMED FROM SCALING.
2. ALL POINTS ON CENTER ARE MARKED WITH MAG NAILS
AT 100-FOOT STATIONS UNLESS OTHERWISE SHOWN
HEREON.
STATE OF INDIANA
COUNTY OF LAKE
I, HYLTON E. DONALDSON, A LICENSED PROFESSIONAL LAND
SURVEYOR, IN THE STATE OF INDIANA, HERBY STATE TO THE
CLIENT ONLY, THAT ALL PARTS OF THIS TOPOGRAPHIC
SURVEY AND PLAT HAVE BEEN COMPLETED IN ACCORDANCE
WITH THE CURRENT REQUIREMENTS OF THE MINMUM
TECHNICAL STANDARDS FOR SURVEYING IN THE STATE OF
INDIANA TO THE BEST OF MY KNOWLEDGE, INFORMATION AND
BELIEF.
ACCORDING TO MY SURVEY ON THE 28TH OF MARCH, 2016
HYLTON E. DONALDSON, PROFESSIONAL SURVEYOR
INDIANA LICENSE No. LS80040463
603 S. HOWARD ST.
GARY, IN 46403
TEL: (219) 588-2599
FAX: (219) 939-1103
H
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D
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No. LS80040463
50' 100'0
V B d w g
VB103
R I G
W
R
V E
Y
H
D o n a l d s o n
J
K a m i n s k i
H
D o n a l d s o n
PREPAIRED BY:
Tel: (219) 588-2599 Fax: (219) 939-1103 www.hdasurveyors.com e-mail: hdonaldsonassoc@gmail.com
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P.O.C. STA. 10+50, 18.34LT
EXISTING SANITARY MANHOLE
RIM = 609.79
INV = 602.49(E)
INV (W) NOT SEEN
INV (S) NOT SEEN
S A
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Ø10"
Ø
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EXISTING FORCE
MAIN LINE
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P.O.C. STA 10+00
BEGIN PROJECT
THE EAST LINE OF THE WEST 1/2
OF THE SOUTHWEST 1/4 OF
SECTION 12-36-8
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C O
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R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
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A R
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C D
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F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
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CD101
C O
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T R
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H i p p s
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Z e i l e r K
H i p p s
30' 60'0
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SLIDING CHAIN LINK GATE
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EXISTING FORCE
MAIN LINE
G
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G
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M A
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D E
S C
R I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
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A R
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D
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T R
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M I T
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D I A
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F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
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CD102
C O
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T R
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T I O
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L
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M
O L
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I O
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K
H i p p s
S
Z e i l e r K
H i p p s
30' 60'0
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7 OVERHEAD WIRES
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W
EXISTING 24" FORCE
MAIN LINE
C
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G
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S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
L
I
O
W
THE EAST LINE OF SOUTHWEST
1/4 OF SECTION 12-36-8
6 OVERHEAD WIRES
1 OVERHEAD TEL. WIRE
6 OVERHEAD WIRES
1 OVERHEAD TEL. WIRE
6 OVERHEAD WIRES
1 OVERHEAD TEL. WIRE
G
G
G
G
G
G
G
G
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
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 I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
CD103
C O
N S
T R
U C
T I O
N
L
I M
I T
M
O L
I T
I O
N
K
H i p p s
S
Z e i l e r K
H i p p s
30' 60'0
M
A
T
S
E
N
T
I
N
U
A
T
I
O
N
M
A
T
S
E
N
T
I
N
U
A
T
I
E
E
E
E
E
E
E
E E E E E E E E E E E E E E E E E E E E E E E E E
E
E
CONC. BARRIER
GRAVEL AREA
2 OVERHEAD WIRES
GRAVEL
DRIVEWAY
A S
P H
A L
T
D R
I V
E W
A Y
E
E
2 OVERHEAD
E
R
H
E
R
E
E
R
H
E
R
E
S
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W
W W W W W W
W W W W W W
W W W
G G
G G
G
GG
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S S
S S
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
L
I
LINE "B"
P.O.T. STA. 34+42.07
FOUND IRON PIPE
1 STORY
FRAME
BUILDING
#4705
FRAME PORCH
CONC. PATIO
OVERHANG
ASPH. AREA
G
G
G
G
G
G
G
G G
G
G
G
G
G
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
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 I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
CD104
C O
N S
T R
U C
T I O
N
L
I M
I T
M
O L
I T
I O
N
K
H i p p s
S
Z e i l e r K
H i p p s
30' 60'0
M
A
T
S
E
N
T
I
N
U
A
T
I
O
N
M A
T C
H
L I N
E
S
T A
S E
E
S
H E
F
N
T I N
U A
T I
E E E E E E E E E E E E E E E E E E E E E
E
C E
C E
C E
C E
C E
C E
CONC. BARRIER
E E
E E
E E
E E
E
Ø18"
Ø16"
Ø8"
2Ø8"
2Ø6"
ASPHALT
PAVED
GRAVEL AREA
W W W W W W
W W W W W W
W W W W W W
W W W W W W
W W W W W W
W W W W
FORCE MAIN LINE
WET LAND LINE
G G
G G
G
G
G G
G
G
G
G
G
G
G
G
G
GG
G
G G
G
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
S T
A T
E
S
T
F
E E
T
U
T I L
I T
Y
E
A S
E M
E N
T
F
E E
T
U
T I L
I T
Y
E
A S
E M
E N
T
F
E E
T
B
U I L
D I N
G
L
I N
E
60' R.O.W.
THE WEST LINE OF THE EAST 1/2 OF
SOUTHEAST 1/4 OF SECTION 12-36-8
S D
G
E E
E
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
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 I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
CD105
C O
N S
T R
U C
T I O
N
L
I M
I T
M
O L
I T
I O
N
K
H i p p s
S
Z e i l e r K
H i p p s
30' 60'0
M A
T C
H
L I N
E
S
T A
S E
E
S
H E
F
N
T I N
U A
T I O
N
M A
T C
H
L I N
E
S
T A
S E
E
S
H E
F
N
T I N
U A
T I
E
C E
C E
C E
C E
C E
E E
E E
E E
E E
E E E E E E E E E E E E
E
P U
B L
R
E E
T
G R
A V
E L
7 OVERHEAD WIRES
CONC. WALK
CONC. WALK
S
W
W W W
W W
W W
W W
W W
W W
W
W
W
W
W
W
W
W
W W W W W
1 STORY
CONC. BUILDING
GATE
S
ASPH.
DRIVEWAY
HIGH 1 STORY
METAL BUILDING
FUEL TANK
V A
L V
E
V A
U L
T
FACILITY BRICK SIGN
E E
E
E
E
E
E
E
E
E
E E
E E
E E
E E E E E E E
G
GGG
G
G
G
G
G G
G
G
G
GG
G
GG
E
E E E E
SS SS SS SS SS SS SS SS SS SS SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
B E
N T
F
E E
T
U
T I L
I T
Y
E
A S
E M
E N
T
F
E E
T
U
T I L
I T
Y
E
A S
E M
E N
T
F
E E
T
B
U I L
D I N
G
L
I N
E
F
E E
T
B
U I L
D I N
G
L
I N
E
P.O.T. STA. 53+00.00
END OF PROJECT
E E
E
SS
SS
S
S
S
S
S
S
S
S
SS
SS
SS
S
ES
ES ES
ES
ES
ES
ES
ES
ES ES
ES
ES
ES ES ES
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
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 I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
CD106
C O
N S
T R
U C
T I O
N
L
I M
I T
M
O L
I T
I O
N
K
H i p p s
S
Z e i l e r K
H i p p s
30' 60'0
M A
T C
H
L I N
E
S
T A
S E
E
S
H E
F
N
T I N
U A
T I
E
E
E
E
E
E
E
S
D
C
U
L
V
E
R
T
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
A
S
T
S
B
I L
B
O
A
R
D
E
E
E
E
E
Ø12"
Ø14"
Ø10"
E
E
2 OVERHEAD WIRES
G
R
A
V
E
L
D
R
I V
E
W
A
Y
5 OVERHEAD WIRES
S
Ø10"
E
P.O.C. STA 10+00
BEGIN PROJECT
THE EAST LINE OF THE WEST 1/2
OF THE SOUTHWEST 1/4 OF
SECTION 12-36-8
A
S
P
H
A
L
T
D
R
I
V
E
W
A
Y
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S F
S F
S F
S F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
S F
S F
S F
S F
S F
S F
S F
S F
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
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 I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
CG101
E R
O S
I O
N
C
O N
T R
T
E
R
E S
T O
R A
T I O
N
K
H i p p s
S
Z e i l e r K
H i p p s
30' 60'0
M
A
T
S
E
N
T
I
N
U
A
T
I
O
SF
PLAN
A
S
T
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SLIDING CHAIN LINK GATE
E
A
S
P
H
A
L
T
P
A
V
E
D
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
6 OVERHEAD WIRES
A
S
P
H
A
L
T
D
R
I
V
E
W
A
Y
C
O
N
R
I
E
R
6 OVERHEAD WIRES
E
E
2 OVERHEAD WIRES
E
E
A
S
P
H
A
L
T
D
R
I
V
E
W
A
Y
C
O
M
M
C
O
M
M
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
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 I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
CG102
E R
O S
I O
N
C
O N
T R
T
E
R
E S
T O
R A
T I O
N
K
H i p p s
S
Z e i l e r K
H i p p s
30' 60'0
M
A
T
S
E
N
T
I
N
U
A
T
I
O
N
M
A
T
S
E
N
T
I
N
U
A
T
I
O
E
E
E
E
Ø
Ø
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
R
K
7 OVERHEAD WIRES
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
S
L
I
D
I
T
E
A
S
P
H
A
L
T
P
A
V
E
D
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
L
I
O
W
THE EAST LINE OF SOUTHWEST
1/4 OF SECTION 12-36-8
6 OVERHEAD WIRES
1 OVERHEAD TEL. WIRE
6 OVERHEAD WIRES
1 OVERHEAD TEL. WIRE
6 OVERHEAD WIRES
1 OVERHEAD TEL. WIRE
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
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S U
B M
I T
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 I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
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P
L A
R
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M A
P
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P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
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D e n v e r
C
O
T e l
CG103
E R
O S
I O
N
C
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T R
T
E
R
E S
T O
R A
T I O
N
K
H i p p s
S
Z e i l e r K
H i p p s
30' 60'0
M
A
T
S
E
N
T
I
N
U
A
T
I
O
N
M
A
T
S
E
N
T
I
N
U
A
T
I
O
E
E
E
E
E
E
E
E E E E E E E E E E E E E E E E E E E E E E E E E
E
E
CONC. BARRIER
GRAVEL AREA
2 OVERHEAD WIRES
GRAVEL
DRIVEWAY
A S
P H
A L
T
D R
I V
E W
A Y
E
E
2 OVERHEAD
E
R
H
E
R
E
E
R
H
E
R
E
S
E
E
E
E
L
I
LINE "B"
P.O.T. STA. 34+42.07
FOUND IRON PIPE
1 STORY
FRAME
BUILDING
#4705
FRAME PORCH
CONC. PATIO
OVERHANG
ASPH. AREA
S
F
S
F
S
F
S
F
S
F
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
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 I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
CG104
E R
O S
I O
N
C
O N
T R
T
E
R
E S
T O
R A
T I O
N
K
H i p p s
S
Z e i l e r K
H i p p s
30' 60'0
M
A
T
S
E
N
T
I
N
U
A
T
I
O
N
M A
T C
H
L I N
E
S
T A
S E
E
S
H E
F
N
T I N
U A
T I O
E E E E E E E E E E E E E E E E E E
E
C E
C E
C E
C E
C E
C E
E E
E E
E E
E E
E
Ø18"
Ø16"
Ø8"
2Ø8"
2Ø6"
ASPHALT
PAVED
WET LAND LINE
S T
A T
E
S
T
F
E E
T
U
T I L
I T
Y
E
A S
E M
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T
F
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T
U
T I L
I T
Y
E
A S
E M
E N
T
F
E E
T
B
U I L
D I N
G
L
I N
E
60' R.O.W.
THE WEST LINE OF THE EAST 1/2 OF
SOUTHEAST 1/4 OF SECTION 12-36-8
S D
E E
E
SFSFSFSFSFSFSFSFSFSFSF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
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D
B
Y
D E
S C
R I P
T I O
N
D
2 3
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4 5
A
B
M A
R K
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D A
T E
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M
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I T
T E
D
B
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P L O
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S
C A
L E
P
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T
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
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C E
M E
P
B
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A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
CG105
E R
O S
I O
N
C
O N
T R
T
E
R
E S
T O
R A
T I O
N
K
H i p p s
S
Z e i l e r K
H i p p s
30' 60'0
M A
T C
H
L I N
E
S
T A
S E
E
S
H E
F
N
T I N
U A
T I O
N
M A
T C
H
L I N
E
S
T A
S E
E
S
H E
F
N
T I N
U A
T I O
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C E
C E
C E
C E
C E
E E
E E
E E
E E
E E E E E E E E E E E E
E
P U
B L
R
E E
T
G R
A V
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7 OVERHEAD WIRES
CONC. WALK
CONC. WALK
S
1 STORY
CONC. BUILDING
GATE
S
ASPH.
DRIVEWAY
HIGH 1 STORY
METAL BUILDING
FUEL TANK
V A
L V
E
V A
U L
T
FACILITY BRICK SIGN
E E
E
E
E
E
E
E
E
E
E E
E E
E E
E E E E E E E
E
E E E E
B E
N T
F
E E
T
U
T I L
I T
Y
E
A S
E M
E N
T
F
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T
U
T I L
I T
Y
E
A S
E M
E N
T
F
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T
B
U I L
D I N
G
L
I N
E
F
E E
T
B
U I L
D I N
G
L
I N
E
P.O.T. STA. 53+00.00
END OF PROJECT
E E
E
S
ES
ES ES
ES
ES
ES
ES
ES
ES ES
ES
ES
ES ES ES
SF
SFSFSFSF
SF SF SF SF SF SF SF SF SF SF
SF
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
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 I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
CG106
E R
O S
I O
N
C
O N
T R
T
E
R
E S
T O
R A
T I O
N
K
H i p p s
S
Z e i l e r K
H i p p s
30' 60'0
M A
T C
H
L I N
E
S
T A
S E
E
S
H E
F
N
T I N
U A
T I O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
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S U
B M
I T
T E
D
B
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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 I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l d w g
CU101
S A
N I T
A R
Y
S
E W
R
I N
P L
O
F I L
E
K
H
I P
P S
S
Z
E I L
E R
K
H
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L I C
I T
A T
I O
N
N
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F I
M
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D W
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D
B
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D E
S I G
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D
B
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D E
S C
R I P
T I O
N
D
2 3
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4 5
A
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D A
T E
F I
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L E
P
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A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
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P
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R
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M A
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M I T
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D I A
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F e d e r a l
P r o g r a m s
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CU102
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N I T
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P L
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F I L
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S
Z
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K
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A T
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M
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Y
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D
B
Y
D E
S I G
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B
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D E
S C
R I P
T I O
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D
2 3
C
4 5
A
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A P
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D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
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R
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M A
P
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M I T
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F e d e r a l
P r o g r a m s
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CU103
S A
N I T
A R
Y
S
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P L
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F I L
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K
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S
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2 3
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4 5
A
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A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
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R
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CU104
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N I T
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K
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2 3
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D A
T E
M A
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S C
R I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
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I C
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IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
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A R
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CU106
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A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
N.T.S.
EROSION CONTROL MATTING AND BLANKETS
Mb
N.T.S.
Cr
CONSTRUCTION ROAD
STABILIZATION
CG501
E R
O S
I O
N
C
O N
T R
T
A I L
S
K
H
I P
P S
K
R
E E
S E
K
H
I P
P S
N.T.S.
PERMANENT SEEDING
Ds3
O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
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 I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
N.T.S.
Du
DUST CONTROL
N.T.S.
SILT WORM (STRAW WATTLE) - TYPE "C"
Sd1-C
CG502
E R
O S
I O
N
C
O N
T R
T
A I L
S
K
H
I P
P S
K
R
E E
S E
K
H
I P
O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
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 I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
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 I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l d w g
M-001
P R
O C
E S
S
M
E C
H A
N I C
M
B O
L S
L E
G E
N D
S
A
B
R E
V I A
T I O
N S
F i r s t n a m e
I
L a s t n a m e
K
R
E E
S E
I
L a s t n a m e
HDPE HIGH DENSITY POLYETHYLENE
DI DUCTILE IRON
STL STEEL
SAN SANITARY SEWER
NUMERICAL INDICATOR
FOR MULTIPLE IDENTICAL
FLOWSTREAMS
NOMINAL PIPE SIZE
PROCESS FLOW STREAM
SEE ABBREVIATIONS AND
DEFINITIONS
PIPE MATERIAL
SEE ABBREVIATIONS AND
DEFINITIONS (OPTIONAL)
12" BWW-DI
(3) 3/4" SHC-CPVC
3/4" AQA-CPVC
CI
PVC
CAST IRON
POLYVINYL CHLORIDE PRESSURE PIPE
F
R
FLEXIBLE COUPLING OR
EXPANSION JOINT
EXISTING PROCESS PIPING
FUTURE PROCESS PIPING
PROCESS PIPING:
3" PIPE & SMALLER
WELDED JOINT
FLANGED JOINT
F
OR
R
RIGID
FLEXIBLE
MECHANICAL JOINT
BELL & SPIGOT JOINT
(SLEEVE TYPE)
FLEXIBLE COUPLING OR
EXPANSION JOINT
(BELLOWS TYPE)
FLANGE GUARD
A
ONE OR TWO LETTERS
IDENTIFYING THE TYPE.
REFER TO
SPECIFICATIONS.
A
FLANGED JOINT
SIMPLIFIED
REPRESENTATION.
(SEE NOTE 1 )
(SEE NOTE 1 )
(SEE NOTE 1 )
(SEE NOTE 1 )
B
B
SEE NOTE 2
COUPLING FOR
GROOVED END JOINTS:
PUSH ON JOINT OR CAULKED
FLANGE x PLAIN END
PIPE COUPLING
(FLANGE ADAPTOR)
PIPE COUPLING
(SLEEVE-TYPE)
PIPE AND FITTING SYMBOLS
PROCESS FLOW STREAMS
PIPE MATERIALS
PROCESS PIPE IDENTIFICATION
(3) 3/4" SHC CPVC
PIPE TAG
PIPE JOINTS
MJ
FLG
PE
- FLANGE
- PLAIN END
- MECHANICAL JOINT
REMOVE EXISTING
12" PW-DI
EXISTING FACILITIES
SYMBOLOGY AND ANNOTATION DEMOLITION SYMBOLOGY AND ANNOTATION
EXISTING FACILITIES
(SV4)
(SV3)
(SV)
(DDCV)
(BCV)
(CKV)
(PV)
(GV)
(KG)
(GLV)
(BV)
GATE VALVE
KNIFE GATE VALVE
GLOBE VALVE
BALL VALVE
UNCLASSIFIED. TYPE AS SHOWN ON THE
DRAWINGS ADJACENT TO SYMBOL
BALL CHECK VALVE
DOUBLE DOOR CHECK VALVE
PLUG VALVE
SOLENOID VALVE
3-WAY SOLENOID VALVE
4-WAY SOLENOID VALVE
CHECK VALVE, GENERAL SYMBOL
SYMBOLS (ABBREVIATIONS)
MOTOR OPERERATED VALVE (MOV)
PLUG VALVE
KNIFE GATE VALVE
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
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 I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
D
P
S P
L d w g
MD101
E X
I S
T I N
G
P
U M
P
S
A T
I O
N
P
L A
N
F i r s t n a m e
I
L a s t n a m e
K
R
E E
S E
I
L a s t n a m e
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
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 I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
D
P
S P
L d w g
MD102
E X
I S
T I N
G
P
U M
P
S
A T
I O
N
R
O O
F
P
L A
N
F i r s t n a m e
I
L a s t n a m e
K
R
E E
S E
I
L a s t n a
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
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 I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
P
S S
C d w g
MD103
E X
I S
T I N
G
P
U M
P
S
T A
T I O
N
S
E C
T I O
F i r s t n a m e
I
L a s t n a m e
K
R
E E
S E
I
L a s t n a m e
SECTION 1
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
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 I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
P
S S
C d w g
MD104
E X
I S
T I N
G
P
U M
P
S
A T
I O
N
S
E C
T I O
K
H i p p s
K
R e e s e
K
H i p p s
SECTION 5
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
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 I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
P
P
S P
L d w g
MP101
P U
A
T I O
N
M
O D
I F
I C
A T
I O
A
N
F i r s t n a m e
I
L a s t n a m e
K
R
E E
S E
I
L a s t n a
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
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 I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
P
S P
L d w g
MP102
P U
A
T I O
N
S
E Q
U E
N C
I N
G
P
L A
N
K
H
I P
P S
K
R
E E
S E
I
L a s t n a m e
PLAN
PLAN
PLAN
PLAN
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
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 I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
P
S S
C d w g
MP103
P U
A
T I
D I F
I C
A T
I O
C
T I O
N S
F i r s t n a m e
I
L a s t n a m e
K
R
E E
S E
I
L a s t n a m e
SECTION 1
SECTION 2
SECTION 3
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
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 I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
P
S S
C d w g
MP104
G R
M
P
S
A T
I
D I F
I C
A T
I O
A
C
T I O
N
F i r s t n a m e
I
L a s t n a m e
K
R
E E
S E
I
L a s t n a m e
DETAIL F
DETAIL E
DETAIL H
DETAIL BDETAIL A DETAIL C
L
T
DETAIL G
DETAIL D
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
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 I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
MP501
P R
O C
E S
S
M
E C
H A
N I C
T
A I L
S
K
H i p p s
A
A l o g a i l i
K
H i p
MP502
E X
I S
T I N
G
M
H
C
O N
N E
C T
I O
N
D E
T A
I L
S
S
Z
E I L
E R
S
Z
E I L
E R
K
H
I P
O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
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 I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
Chicago District
G A
N
I T
A R
Y
D
I S
T R
I C
T
E A t h
P
L A
R
C E
M A
P
L A
C E
M E
P
B
A U
G U
A N
S I
D
C D
M
S
M I T
H
G A
R Y
I N
D I A
N A
GENERAL DISCLOSURE NOTE
NOT FOR CONSTRUCTION - 100% SUBMITTAL
C D
M
F e d e r a l
P r o g r a m s
C o r p o r a t i o n t h
S t r e e t
S u i t e
D e n v e r
C
O
T e l
SECTION 1
PLAN
SECTION 2
| G-001 |
| G-002 |
| G-003 |
| V101 |
| V102 |
| V103 |
| V104 |
| V105 |
| V106 |
| VB101 |
| VB102 |
| VB103 |
| CD101 |
| CD102 |
| CD103 |
| CD104 |
| CD105 |
| CD106 |
| CG101 |
| CG102 |
| CG103 |
| CG104 |
| CG105 |
| CG106 |
| CU101 |
| CU102 |
| CU103 |
| CU104 |
| CU105 |
| CU106 |
| C-501 |
| CG501 |
| CG502 |
| M-001 |
| MD101 |
| MD102 |
| MD103 |
| MD104 |
| MP101 |
| MP102 |
| MP103 |
| MP104 |
| MP501 |
| MP502 |
File details come from the government source that posted it. Updated .