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- Water Main Repairs, Lower St. Anthony Falls Federal contract opportunity
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- W912ES-16-B-0009
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| Bid_Abstract_W912ES-16-B-0009_.pdf | ||
| Amendment_1_LSAF_Pipe_Repair_.pdf | ||
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| LSAF_WATER_MAIN_-_SCOPE_OF_WORK_FOR_PIPE_INSPECTION_AND_CIPP_INSTALL.pdf |
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PARKWAY
VIA WEST RIVER
EAST ACCESS POINT
STONE ARCH BRIDGE)
(HEIGHT RESTRICTIONS DUE TO THE
UPPER ST. ANTHONY LOCK AND DAM
WEST ACCESS POINT VIA
10TH AVE BRIDGE
35W BRIDGE
CONTRACTING OFFICER.
PARKING LOT AS DIRECTED BY
IN UPPER ST. ANTHONY FALLS
STOCKPILE CONTAMINATED MATERIAL
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
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D W
N B
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C K
D B
Y
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IG
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D B
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IP
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N
D
2 3
C
4 5
A
B
M A
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IT
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N
C O
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O
D A
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A P
P R
ID
Sheet
®of Engineers
US Army Corps of Engineers
US Army Corps
VICINITY MAP
L/D 10
L/D 9
L/D 1
L/D 2 L/D 3
L/D 5
L/D 7
L/D 4
L/D 5A L/D 6
L/D 8
MINOT
ROCHESTER
MANKATO
BRAINERD
BEMIDJI
DULUTH
C A N A D A
ST. PAULS.A.F. L/D'S
STATE BOUNDARIES
RIVERS & LAKES
DISTRICT BOUNDARIES
NATIONAL BOUNDARIES
PROJECT
LOCATION
MINNEAPOLIS
L/D LOCK AND DAM
IOWA
SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
S O U R
IS
R
DEVIL'S
LAKE
R E D
R
IV
E R
O F
T H E
N O R T H
LAKE OF
THE WOODS
UPPER
RED LAKE
LOWER
RED LAKE
LAKE
ITASCA
CASS
LAKE
LAKE
WINNIBIGOSHISH
GRAND RAPIDS
LEECH
LAKE
MILLE
LACS
LAKEM
IS
S
IS
S
IP
P
IR.
S T C
ROI
X R .
LAKE
PEPIN
M
INNE
S
OTA
RIVER
BIGSTONE
LAKE
LAKE
TRAVERSE
ST.CLOUD
WIS
CONSIN R.
MICHIGAN
LAKE SUPERIOR
LEGEND
LOCATION MAP
LAKE
ASHTABULA
SHEYENNE
R.
DARLING
LAKE
FORKS
GRAND
EAU CLAIRE
MADISON
PORTAGE
CH
IP
P E W A
R
CITY
VALLEY
N
L O
C A
T
IO
N A
N D V
IC
IN
IT
Y M
A P
G-002
L O
W E
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A L L S
M
IN
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A P
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M
IS
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IP
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IV
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A U
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IC
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IN
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N A
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G-002
L O
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H O
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A L L S
M
IN
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A P
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IS
M N
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IS
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IP
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M
IN
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S O
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A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
NOT TO SCALE
SCALE:1"=500'
1000'500'
C-101
P J
M
P J
M
P J
M
P J
M
ST. ANTHONY FALLS
M
IS
S
IS
S
IP
P I R
IV
E
R
1S T
AVE
NE
HENNEP
IN
A
VE
P O
R T L A
N D A
V E S
C H
IC
A G
O A
V E S
T
H A
V E S
W
ASHINGTON AVE
FALLS LOCK AND DAM
LOWER ST. ANTHONY
WEST RIVER PARKWAY
M
IS
S
IS
S
IP
P I R
IV
E
R
STONE ARCH B
RID
GE
FALLS LOCK AND DAM
UPPER ST. ANTHONY
T
H A
V E S
2ND ST
N
IC
O L L E T M
A L L
STADIUM
US BANK
3RD ST S
4TH ST S
T
H A
V E S
T
H A
V E S5 T
H A
V E S
R
D A
V E S
S T A
V E S
N
L S
A F
T W
R
G -0 x x x .d g n
L S
A F
T W
R
G -0 x x x .d g n
DESCRIPTION
CONSTRUCTION DRAWING INDEX
PRODUCT I.D.
REF.
SHEET
DRAWING NO.
GENERAL PROJECT NOTES:
DAMAGE TO THESE UTILITIES.
LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID
FOR MAKING THE DETERMINATION AS TO THE TYPE AND
OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE
TYPE AND LOCATION OF UTILITIES MAY NOT BE ACCURATE
THE INFORMATION ON THESE DRAWINGS CONCERNING 1.
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
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D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
8 1
A
T E
L E
V
IS
IN
G A
N D W
A T
E R M
A
IN
R
E P
A
IR
T E
L E
V
IS
IN
G A
N D W
A T
E R M
A
IN
R
E P
A
IR
G C
W G
C W
.9
PRODUCT I.D.DESCRIPTIONDRAWING NO.
REFERENCE DRAWING INDEX
M-STA-P-77/2
M-STA-P-10/2
METER VAULT DETAILS
WATER MAIN AS-BUILT
METER VAULT DETAILS
WATER MAIN AND BORING LOGS
W E
S -1
-B -0
W E
S -1
-B -0
T S
U L L
Y T S
U L L
Y
A N
S I
D A
N S I
D
/0
/0
/0
/0
LSAFTWR_C-901XXX.DGN
LSAFTWR_C-601XXX.DGN
LSAFTWR_C-402XXX.DGN
LSAFTWR_C-401XXX.DGN
LSAFTWR_C-101XXX.DGN
LSAFTWR_V-101XXX.DGN
LSAFTWR_G-002XXX.DGN
LSAFTWR_G-001XXX.DGN
C-901
C-601
C-402
C-401
C-101
V-101
G-002
G-001
/3 /2
/3 /2
PHOTOS
HORIZONTAL CONTROL TABLES
ENLARGED PLAN AND SECTION
ENLARGED PLAN AND PROFILE
SITE PLAN
CIVIL/SITE DRAWINGS
SURVEY CONTROL AND BORING LOC.
SURVEY/MAPPING DRAWINGS
LOCATION AND VICINITY MAP
COVER SHEET
GENERAL SHEETS
C
D A
R
V
E N
U E
P I
MCM 519-73 (GPS) MCM 520 (TS)
X C
X C
XC
XC
X
X
X
P
X C
XC
XC
XC
XC
XC XC XC XC XC
X C
XC
XC
XC
X
C
X C
X C
XC
XC
X X X
X
X X
X
LOCK AND DAM
FALLS
ST. ANTHONY
LOWER
t h v e S
SANITARY LIFT STATION
STATION
LSAF CENTRAL CONTROL
SECURITY GATE
M
IN
N E
A P
O L
IS
M N
L O
W E
R S
T A
N T
H O
N Y F
A L L S
M
IS
S
IS
S
IP
P I
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IV
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IN
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IN
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E L E
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N D
A T
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A L C
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T R
O L
C O
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D
IN
A T
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Y S
T E
M
H O
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T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
W E
S -1
-B -0
T S
U L L
Y
P J
M
P J
M
G C
W
V-101
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A F
T W
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V -1 x x x .d g n
N A
D
M N S
P C
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E -U .S S
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V E
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T
N A
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8 1
A
N
0 20'20' 10'
IN
T
E R
S T
A T
E
W B
R
ID
G E
T
H A
V E B
R
ID
G E
WEST RIVER ROAD
.9
A N
S I
D
/0
/0
SECURITY FENCE
PROJECT AREA
/3 /2
SURVEY CONTROL
VERTICAL CONTROL POINT
HORIZONTAL/VERTICAL CONTROL POINT
SHEET LEGEND
T E
L E
V
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IN
G A
N D W
A T
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A
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IR
LOGS)
DRAWING M-STA-P-10/2 FOR BORING
BORING LOCATION (SEE REFERENCE
B O
R
IN
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N S
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N
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D A
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A P
P R
ID
Sheet
®of Engineers
US Army Corps of Engineers
US Army Corps
BL 1
BL 2
BL 1A
STREITZ
M-6
M-7 81-6M
81-4M
81-5M
VALVE VAULT (LOOKING SE)
SEE SHEET C-901, CHECK
CHECK VALVE VAULT
DUCTILE IRON WATERMAIN
8" MORTAR-LINED
AND (LOOKING W)
54" WATERMAIN (LOOKING NE)
SEE SHEET C-901, HYDRANT NEAR
CITY OF MPLS HYDRANT
54" WATERMAIN
EXISTING RETAINING WALL
PIPE AREA
PRESENT IN THE DAMAGED
DAMAGED AND IS NOT
RETAINING WALL WAS
DAMAGED PIPE
45-DEG BEND
ERODED AREA
EDGE OF
TOWARDS ROAD)
WASHOUT (LOOKING SW
WASHOUT. SEE SHEET C-901,
RETAINING WALL
45-DEG BEND
PAVEMENT
EDGE OF
CENTERLINE
ACCESS ROAD
45-DEG BEND
IMMEDIATELY DOWN-STATION OF BEND.
LINING, AND INITIAL PRESSURE TEST
IN PLACE. START PIPE TELEVISING,
90 DEG HORIZ BEND TO REMAIN
IMMEDIATELY UP-STATION OF BEND.
LINING, AND INITIAL PRESSURE TEST
IN PLACE. END PIPE TELEVISING,
90 DEG HORIZ BEND TO REMAIN
S O
L
IC
IT
A T
IO
N N
O
F
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A M
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D W
N B
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D B
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2 3
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C A
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D A
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M A
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D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
ID
Sheet
®of Engineers
US Army Corps of Engineers
US Army Corps
0+
0+
1+
2+
2+
6+00
CS401
A1
IN
T
E R
S T
A T
E
W B
R
ID
G E
IN
T
E R
S T
A T
E
W B
R
ID
G E
WEST RIVER ROAD
A2
CS401
T
H A
V E B
R
ID
G E
A3
CS402
N E
A P
O L
IS
M N
L O
W E
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T A
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H O
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A L L S
M
IS
S
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P S O
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IN
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L S
A F
T W
R
C -1 x x x .d g n
P J
M
P J
M
S
IT
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L A
N
C-101
0 20'20' 10'
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
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T E
M
H O
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T A
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O N
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O L
C O
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IN
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A C
T O
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D
M N S
P C
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U R
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T
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8 1
A
T E
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A
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SITE PLAN
.9
G C
W W
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S -1
-B -0
T S
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Y
A N
S I
D
/0
/0
WM1
WM2
WM3
WM4
WM5
WM6WM7
/3 /2
X
EXISTING GROUND
@ STA 1+92
45-DEG BEND
@ STA 2+65
45-DEG BEND
@ STA 1+33
45-DEG BEND
VAULT
VALVE IN
8" CHECK
AND LINING LENGTH)
(START PIPE TELEVISING
90 DEG BEND @ STA 0+00
LINING LENGTH)
(END PIPE TELEVISING AND
90-DEG BEND @ STA 5+76
SEE PLAN.
AND REPLACEMENT.
DAMAGED PIPE FOR REMOVAL
35'
(APPROX. STA 0+97 TO STA 1+32)
LENGTH OF PIPE TO BE INSULATED
WASHOUT AREA
EXISTING RETAINING WALL
@ STA 6+06
2 - 90-DEG BEND
8" CHECK VALVE
CHECK VALVE VAULT
LINE LENGTH OF 8" MORTAR-LINED DUCTILE IRON PIPE (APPROX. 580 FT)
CURB AND GUTTER
PROTECT EXISTING
BOXES AND UG ELECTRIC
PROTECT EXISTING ELECTRICAL
WORK LIMITS
BRIDGE PIER
10TH AVENUE
REDUCER
6" X 8"
HYDRANT
CITY OF MPLS
6" GATE VALVE
8" TEE
6" X 8" REDUCER
STOCKPILE AREA
MANHOLE
MANHOLE
STOCKPILE AREA
(POTENTIAL TELEVISING ACCESS POINT)
DETAIL A6/C-402 FOR BEDDING AND COVER.
REPAIR SLEEVES PER AWWA C227. SEE
PIPE AFTER LINING WITH NEW PIPE AND
AND TELEVISING EQUIPMENT. REPAIR CUT
WITHIN AGGREGATE AREA FOR PIPE LINING
EXCAVATE TO EXTENTS NECESSARY
(POTENTIAL TELEVISING ACCESS POINT)
DETAIL A6/C-402 FOR BEDDING AND COVER.
REPAIR SLEEVES PER AWWA C227. SEE
PIPE AFTER LINING WITH NEW PIPE AND
AND LINING EQUIPMENT. REPAIR CUT
WITHIN GRASS AREA FOR PIPE TELEVISING
EXCAVATE TO EXTENTS NECESSARY
20'
6" GATE VALVE
6" TEE W/ PLUG
TO SERVICE 1-1/4" SERVICE
8" TEE W/ PLUG
6" GATE VALVE
LENGTH AT 6" VALVE
END FINAL PRESSURE TEST
E 2819727.57
N 1050144.44
UP-STATION OF BEND
LENGTH IMMEDIATELY
AND INITIAL PRESSURE TEST
END PIPE TELEVISING, LINING,
90 DEG BEND TO REMAIN -
GATE VALVE
TEST LENGTH AT 8"
BEGIN FINAL PRESSURE
E 2820203.76
N 1049874.64
DOWN-STATION OF BEND
TEST LENGTH IMMEDIATELY
LINING, AND INITAL PRESSURE
START PIPE TELEVISING,
90 DEG BEND TO REMAIN
2 - 90-DEG BEND
0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 6+00 6+25
E L E
V A
T
IO
N
(LOCATION AND DEPTH ARE APPROXIMATE)
8" MORTAR-LINED DUCTILE IRON WATERMAIN
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
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D E
S
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D B
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D E
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N
D
2 3
C
4 5
A
B
M A
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A P
P R
D A
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F
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B E
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S
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IT
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D B
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P L
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C A
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P L
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A T
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D A
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M A
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D E
S C
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T
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N
C O
N T
R A
C T N
O
D A
T E
A P
P R
ID
Sheet
®of Engineers
US Army Corps of Engineers
US Army Corps
103B
104B
105B
106B
107B
108B
100B
101B
102B
107C
100C
108C
0+
0+
1+
6+00
7 100A
101A
102A
103A
104A
105A
106A
107A
108A
109A
110A
111A
N E
A P
O L
IS
M N
L O
W E
R S
T A
N T
H O
N Y F
A L L S
M
IS
S
IS
S
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P I
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A U
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T R
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P S O
F E
N G
IN
E E
R S
P J
M
P J
M
L S
A F
T W
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C -4 x x x .d g n
C-401
50'25'
8" WATERMAIN PROFILE
P R
O F
IL
E
E N
L A
R G
E D P
L A
N A
N D
NOTE:
WEST RIVER ROAD
W A
T E
R M
A
IN
N °4
'3 " W
T O B
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E L E
V
IS
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D U
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T A
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IN
D
U
C T
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E I R
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IP
E
M O
R T
A R -L
IN
NOTE:
N N
8" WATERMAIN @ VAULT
SCALE: N.T.S.
A1
CS101
SCALE: N.T.S.
A2
CS101
8" WATERMAIN @ CONNECTION TO MAIN
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
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H O
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P C
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U R
V E
Y F
T
N A
V D
8 1
A
T E
L E
V
IS
IN
G A
N D W
A T
E R M
A
IN
R
E P
A
IR
1. STRIP, STOCKPILE, AND REUSE TOPSOIL IN EXCAVATION AREAS1. STRIP, STOCKPILE, AND REUSE AGGREGATE IN EXCAVATION AREAS.
.9
G C
W
T S
U L L
Y
A N
S I
D
/0
/0
W E
S -1
-B -0
/3 /2
0 7
M
IN
M
IN
IM
U M
M
IN
RETAINING WALL
RETAINING WALL
CENTERLINE
ACCESS ROAD
CENTERLINE
ACCESS ROAD
EDGE OF PAVEMENT
EDGE OF PAVEMENT
WASHOUT
BOTTOM OF WASHOUT
NEAR VERTICAL SLOPE TO
EDGE OF ERODED AREA.
(POTENTIAL TELEVISING ACCESS POINT)
PIPE AND REPAIR SLEEVES PER AWWA C227.
OFFICER. REPAIR CUT PIPE WITH NEW
DIRECTED BY THE CONTRACTING
DAMAGED PIPE AND PLACE WHERE
(APPROXIMATELY 10 -20 LF). PRESERVE
FOR REMOVAL OF DAMAGED PIPE
EXCAVATE TO EXTENTS NECESSARY
WORK LIMITS
CONTROL BLANKET
A5. FILL OVERLAIN BY 4" TOPSOIL, SEED, AND EROSION
MATERIAL EXCEPT IN PIPE SECTION AS SHOWN IN DETAIL
SELECT GRANULAR FILL OR SATISFACTORY EXCAVATED
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
ID
Sheet
®of Engineers
US Army Corps of Engineers
US Army Corps
E L E
V A
T
IO
N
DESIGN GRADE
(EL 772.0')
MATCH EXISTING
EXISTING GROUND
DUCTILE IRON WATERMAIN
8" MORTAR-LINED
-10 -5 5 10 15 20
BY EROSION BLANKET
4" TOPSOIL OVERLAIN
MATCH EXISTING
BEDDING - SELECT GRANULAR FILL
TOPSOIL AND SEED
EROSION CONTROL BLANKET
INTERMEDIATE BACKFILL -
SELECT GRANULAR FILL
FINAL BACKFILL - SELECT GRANULAR FILL
OR SATISFACTORY EXCAVATED MATERIAL
STAGGER JOINTS ALONG LENGTH
WIDTH: 3.5'
THICKNESS: 2 X 2"
PIPE INSULATION
INITIAL BACKFILL - SELECT GRANULAR FILL
1+
TOPSOIL AND SEED OR AGGREGATE
(SEE C-401 FOR DETAILS)
INITIAL BACKFILL - SELECT GRANULAR FILL
OR SATISFACTORY EXCAVATED MATERIAL
FINAL BACKFILL - SELECT GRANULAR FILL
OR SATISFACTORY EXCAVATED MATERIAL
BEDDING - SELECT GRANULAR FILL
OR SATISFACTORY EXCAVATED MATERIAL
105C
107C
100C
101C
102C
103C
104C
106C
108C
N E
A P
O L
IS
M N
L O
W E
R S
T A
N T
H O
N Y F
A L L S
M
IS
S
IS
S
IP
P I
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IV
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IS
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IC
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A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L S
A F
T W
R
C -4 x x x .d g n
C-402
S E
C T
IO
N
E N
L A
R G
E D P
L A
N A
N D
0 5' 10'
0 5' 10'
S
LO
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V :3
H
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IR
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IP
E
" M
O R T A
R -L
IN
E D
P J
M
P J
M
(MEASURED FROM THE INVERT) IN ALL DIRECTIONS.
WATERMAIN SHALL HAVE A MINIMUM OF 5' OF COVER
NOTE:
FILL PLANA3
CS101
FILL SECTION @ STA 1+15
A4
A5
A5
SCALE: N.T.S.
A
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
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D
IN
A T
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Y S
T E
M
H O
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IZ
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T A
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O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
8 1
A
BEDDING AND COVER
INSULATED WATERMAIN
A6
SCALE: N.T.S.
AND COVER
WATERMAIN BEDDING T
E
L E
V
IS
IN
G A
N D W
A T
E R M
A
IN
R
E P
A
IR
.9
G C
W W
E
S -1
-B -0
T S
U L L
Y
A N
S I
D
PIPE BEDDING SHALL BE PER AWWA C600, TYPE 4
NOTE:
/0
/0
/3 /2
(APPROX. 35 LF OF PIPE)
HAVE ADEQUATE COVER AS SHOWN IN THIS DETAIL
3. INSULATION IS REQUIRED WHERE PIPE DOES NOT
EXPOSED DUE TO EXCAVATION OR WASHOUT
UNDER EXISTING PIPE WHERE BEDDING HAS BEEN
2. BEDDING IS REQUIRED UNDER REPAIRED PIPE AND
1. PIPE BEDDING SHALL BE PER AWWA C600, TYPE 4
NOTES:
N E
A P
O L
IS
M N
L O
W E
R S
T A
N T
H O
N Y F
A L L S
M
IS
S
IS
S
IP
P I
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IV
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A U
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IS
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N E
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A R
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P S O
F E
N G
IN
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R S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
L S
A F
T W
R
C -6 x x x .d g n
T E
L E
V
IS
IN
G A
N D W
A T
E R M
A
IN
R
E P
A
IR
H O
R
IZ
O N
T A
L C
O N
T R
O L T
A B
L E
S
C-601
P J
M
P J
M
G C
W
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
W E
S -1
-B -0
T S
U L L
Y
A N
S I
D
N .T .S
/0
/0
/3 /2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
ID
Sheet
®of Engineers
US Army Corps
N E
A P
O L
IS
M N
L O
W E
R S
T A
N T
H O
N Y F
A L L S
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P J
M
P J
M
P H
O T
O S
C-901
NO SCALE NO SCALE
L S
A F
T W
R
C -9 x x x .d g n
NO SCALE NO SCALE
(LOOKING SW TOWARDS ROAD)
WASHOUT
(LOOKING SE)
CHECK VALVE VAULT
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
8 1
A
T E
L E
V
IS
IN
G A
N D W
A T
E R M
A
IN
R
E P
A
IR
G C
W
.9
W E
S -1
-B -0
T S
U L L
Y
A N
S I
D
N .T .S
/0
/0
WATERMAIN (LOOKING NE)
HYDRANT NEAR 54"
WATERMAIN (LOOKING W)
HYDRANT NEAR 54"
/3 /2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
ID
Sheet
®of Engineers
US Army Corps
File details come from the government source that posted it. Updated .