W912ES-15-T-0154_Homme_Dam_Wetwell_Drawings.pdf
PDF 2 MB Posted
- Attached to
- Homme Dam Wetwell
- Solicitation number
- W912ES-15-T-0154
About this file
W912ES-15-T-0154 Homme Dam Wetwell Solicitation Drawings
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
132ND DRIVE NE
PROJECT ACCESS FROM
/2
/2
P U
M P A
N D D
IS
C H
A R
G E P
IP
IN
G
G-001
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
/2
/2
P U
M P A
N D D
IS
C H
A R
G E P
IP
IN
G
G-001
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
N A
D
N D S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
H D
D W
G -0 d g n
H D
D W
G -0 d g n
H O
M M
E D
A M D
E W
A T
E R
IN
G
H O
M M
E D
A M
P A
R K R
IV
E R
N D
P A
R K L
A K
E
H O
M M
E D
A M D
E W
A T
E R
IN
G
H O
M M
E D
A M
P A
R K R
IV
E R
N D
P A
R K L
A K
E
P P
E P
P
E P
P
E P
P
NOT TO SCALE
N
RIP RAP
CUT
POINT
SURVEY CONTROL
P.I. POINT
GENERAL LEGEND
OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE TO THESE UTILITIES.
RESPONSIBLE FOR MAKING THE DETERMINATION AS TO THE TYPE AND LOCATION
UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS
4. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF
3. ELEVATION REFER TO NAVD88, GEOID 12A.
STATE PLANE COORDINATE SYSTEM, NORTH ZONE.
2. HORIZONTAL COORDINATES BASED ON U.S. SURVEY FEET NAD83 NORTH DAKOTA
UPON CONTRACT AWARD.
CONTROL POINTS ARE AVAILABLE BY REQUEST TO THE CONTRACTING OFFICER
1. TIE DIAGRAMS AND DETAILED DESCRIPTIONS OF HORIZONTAL AND VERTICAL
GENERAL PLAN
N D D
R
IV
E N
GENERAL NOTES:
DETAILS
PLAN AND PROFILE
LEGEND AND CONTROL POINTS
GENERAL PLAN, DRAWING INDEX,
LOCATION
PROJECT
G E
N E
R A
L P
L A
N
D R
A W
IN
G I
N D
E X
G E
N E
R A
L P
L A
N
D R
A W
IN
G I
N D
E X
L E
G E
N D A
D
C
N T
R O
L P
O
IN
T S
L E
G E
N D A
N T
R O
L P
O
IN
T S
CPBS
BM HOMME
0 2
D410
8446.6437'
DESCRIPTION PRODUCT I.D.
REF.
SHEET
DESCRIPTION
CONSTRUCTION DRAWING INDEX
PRODUCT I.D.
DRAWING NO.
AS-BUILT
REFERENCE DRAWING INDEX
DRAWING NUMBER
R6-L-PK-40/087
R6-L-PK-40/042
WA164001.DGN
GA400003.DGN
CS501
CS101
G-001
HDDW_C-102---.dgn
HDDW_C-101---.dgn
HDDW-G-001---.dgn
SPILLWAY DEWATERING SUMP & PUMP PRECAST WET WELL
GENERAL PLAN
EXISTING WATERMAIN
SILT FENCE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
Sheet
EXISTING WET WELL
SEE NOTE 2
6" DUCTILE IRON PIPE
CROSSING
EXISTING TEXAS
EXISTING 10" WATER LINE
SEE NOTE 3
12" HDPE
10'
SEE DETAIL D, SHEET CS501
PLACE RIP RAP AT ROAD EDGE
SILT FENCE
SILT FENCE
6" HDPE
GEOTEXTILE
12" RIP RAP, R20
WET WELL
EXISTING
1V:4H
GROUND
EXISTING
10 SEE NOTE 6'
AND ELEVATION
FIELD VERIFY LOCATION
EXISTING 10" WATER LINE
PIPE CONNECTS TO SUBMERSIBLE PUMP
6" DUCTILE IRON PIPE INV. EL. 1040.19 AT WALL PIPE
AND SEED
6" TOP SOIL
ABOVE TOP OF PIPE
END RIP RAP 1'
SLOPE=-0.01714
51', 12" HDPE,
TRANSITION 6"HDPE TO 12" HDPE
102', 6" HDPE DR11, SLOPE=-0.01714
INV. EL. 1040.1, SEE NOTE 1
EXISTING 20" WALL PIPE
SLOPE=-0.01714
IRON PIPE
8', 6" DUCTILE
SEE DETAIL C, SHEET CS501
6" DUCTILE IRON PIPE CLEANOUT
0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2
PI-1
PI-2
PI-3
10601060
10601060
-0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80
E L
E V
A T
IO
N
E L
E V
A T
IO
N
P V I .9
E L .1
.0
P V I .2
E L .1
.2
P V I .2
E L .1
.8
P V I .5
E L .1
.0
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
/2
/2
H O
M M
E D
A M D
E W
A T
E R
IN
G
H O
M M
E D
A M
E P
P
E P
P
P L
A N A
N D P
R O
F
IL
E
P U
M P A
N D D
IS
C H
A R
G E P
IP
IN
G
CS101
H D
D W
C
S .d g n
P A
R K R
IV
E R
N D
P A
R K L
A K
E
N
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
N D S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A40'10'0 20'
40'10'0 20'
VERTICAL SCALE IN FEET
HORIZONTAL SCALE IN FEET
NOTES:
F L
O W
DISCHARGE PIPE
PLAN VIEW
DISCHARGE PIPE
PROFILE VIEW
40'10'0 20'
CONTROL FEATURES SHALL BE DETIRMINED ON SITE.
THE EXACT LOCATION AND CONFIGURATION OF EROSION
7. AN APPROXIMATE LOCATION IS SHOWN FOR THE SILT FENCING.
SLOPING UP THE THE CHANNEL BANK.
6. EXTEND RIP RAP 10' HORIZONTALLY FROM CHANNEL BOTTEM
OF THE EXISTING WATER LINE.
BETWEEN THE INVERT OF THE HDPE AND THE CROWN
5. AT LEAST 18" OF SEPERATION MUST BE MAINTAINED
EARTHEN COVER OVER THE TOP OF THE HDPE PIPE.
4. THE FINAL GRADE SHALL HAVE AT LEAST 3' OF
SHALL BE AT LEAST FIVE FEET FROM THE EDGE OF THE ROAD.
ROAD AND TEXAS CROSSING. THE CENTER OF THE PIPE
3. THE PIPE SHALL BE PLACED PARALLEL TO EXISTING
WALL PIPE INVERT ELEVATION.
BE DETERMINED AFTER FIELD VERIFYING
2. 6" DUCTILE IRON PIPE INVERT ELEVATION TO
AND LOCATION.
1. FIELD VERIFY WALL PIPE INVERT ELEVATION
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
Sheet
O.D.
O .D
/2
OR DITCHES.
AREAS, NO MOUNDING IN EMBANKMENTS, STREETS
CULTIVATED AREAS; MOUND 6" IN DEVELOPED
EXCEED 3' EACH SIDE OF TRENCH. MOUND 18" IN
UNIFORMLY MOUND EXCESS MATERIAL NOT TO
BACK FILL *
INITIAL
(4" MIN.)
1/4 O.D.
BEDDING*
EXISTING WATERLINE
WIDTH AND THICKNESS AS PROVIDED:
CENTER SHEETS OVER EXISTING PIPING.
POLYSYRENE SHEETS BELOW BEDDING.
PLACE CLOSED CELL EXTRUDED
6" BEDDING
OVERLAP JOINTS
6" HDPE
AND 6" DUCTILE IRON PIPE
WATER STOP AT EXISTING 20" PIPE
6" DUCTILE IRON PIPE
EXISTING WET WELL
INV. EL. 1040.11
EXISTING 20" WALL PIPE
TO SUBMERSIBLE PUMP
6" PIPE CONNECTS
INV. EL. 1040.19 AT WALL PIPE,
6" DUCTILE IRON PIPE
PROTECTIVE DEVICE
H-20 RATING OR OTHER APPROVED
A CAST IRON RING AND COVER WITH
REMOVABLE COVER SHALL HAVE
1V:3H
1V:4H
WARP
1V:4H
RIP RAP
12" R20
12" HDPE
10'
BEGIN RIP RAP AT EDGE OF ROAD
AND SEED
6" TOPSOIL
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
/2
/2
SCALE: NONE
DETAIL
C
PIPE CLEANOUT
SCALE: NONE
DETAIL
A
PIPE BEDDING AND BACKFILL
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
P
E P
P
D E
T A
IL
S
P U
M P A
N D D
IS
C H
A R
G E P
IP
IN
G
CS501
H O
M M
E D
A M D
E W
A T
E R
IN
G
H O
M M
E D
A M
P A
R K R
IV
E R
N D
P A
R K L
A K
E
H D
D W
C
S .d g n
N A
D
N D S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
SCALE: NONE
DETAIL
B
PIPE INSULATION
NOTES:
WALL PIPE INVERT ELVATION.
BE DETERMINED AFTER FIELD VERIFYING
2. 6" DUCTILE IRON PIPE INVERT ELEVATION TO
AND LOCATION.
1. FIELD VERIFY WALL PIPE INVERT ELEVATION
SCALE: NONE
DETAIL
D
RIP RAP AND TOPSOIL LAYOUT
6" TO 15 " O.D.+24"
6" AND LESS 2'-6"
PIPE SIZE MAXIMUM TRENCH WIDTH
FINAL BACKFILL***
AS NOTES ON PLANS OR SPECIFICATIONS.
108" MAX. COVER OVER ALL PIPES EXCEPT
96" MIN. COVER OVER SERVICE LINES
90" MIN. COVER OVER MAINLINE PIPE
NOTES:
** MAXIMUM WIDTH OF SUB-TRENCH SHALL BE AS FOLLOWS:
SPECIFICATIONS FOR GRANULAR FILL.
* BEDDING AND INITIAL BACK FILL SHALL MEET THE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
6"THICKNESS
10'WIDTH INSULATION BOARD
STA 2+24.75
END RIP RAP
WYE
BEND
W A R P
1V:
3H
STA STA 1+64.86
BEGIN RIP RAP
STA 2+24.75
END RIP RAP
1V:
3H
N
P C
R
D
E
N
P C
R E
CONTROL LINE
EMBANKMENT
DRAWING NUMBER R6-L-PK-38/013)
FILTER FABRIC (SEE DETAIL
0.5 m RIPRAP TYPE R20 AND
RIPRAP DITCH FLOWLINE WITH
DETAILS
SUMP SEE
DEWATERING
SEE DETAILS
E 152357.476
N 91284.160
PUMP MANHOLE
SURFACE DRAIN
REMOVE EXIST. 457 mm
SHEET PILING
COFFERDAM
TEMPORARY
STAIRS W/ METAL RAILING
REMOVE EXIST. CONC.
CONTROL LINE
COFFERDAM
EXISTING DAM
ROAD CONTROL LINE
STILLING BASIN ACCESS
CL
CL
GATE (3.66 m)
STEEL CABLE
GATE (3.66 m)
STEEL CABLE
ACCESS ROAD
EXISTING NORTH
228 LINEAR METERS
REMOVE EXISTING SEEPAGE DRAIN
N
EXISTING RIPRAP
EXISTING RIPRAP
EXISTING CONTROL TOWER
GOVERNMENT PROPERTY LINE
STILLING BASIN
EXISTING SPILLWAY
CONTROL LINE
PARKING LOT
PARKING LOT
STAGING AREA
RIGHT BANK
ROAD
SPILLWAY ACCESS
LIMITS OF WORK
AREA
STOCKPILE
CONTROL LINE
SPILLWAY
SPILLWAY
AREA
STOCKPILE
BENCHMARK
OIL FILLED
STAGING AREA
LEFT BANK
EXISTING 254mm WATER MAIN
APPROXIMATE LOCATION OF
E 152209.8958
N 90973.8379
PC R-2E
CONTROL POINT
E 152006.5328
N 90973.8379
PC R-2D
CONTROL POINT
RIGHT EMBANKMENT
STA. 1+056.63 TO STA. 1+213.00
ROAD AND PARKING LOT
REMOVE EXISTING ENTRANCE
EXISTING TEXAS CROSSING
AND STILLING BASIN
EXISTING OUTLET WORKS SPILLWAYCL
RIPRAP (TYP.)
(SEE DETAIL DRAWING NUMBER R6-L-PK-38/012)
STILLING BASIN ACCESS ROAD
CONTROL LINE
SPILLWAY
SHEET PILING
COFFERDAM
TEMPORARY
MARCH 1995 AND JULY 1995 SURVEYS.
5. ORIGINAL DATA FROM ST. PAUL DISTRICT ARMY CORPS OF ENGINEERS
THAT SHOWN ON THE PLANS.
4. EXISTING TOPOGRAPHIC GROUND LINES MAY VARY FROM
SYSTEM.
DO NOT CONFORM TO THE STATE PLANE OR ANY OTHER COORDINATE
BY THE U.S. ARMY CORPS OF ENGINEERS, ST. PAUL DISTRICT AND
3. PROJECT COORDINATES & GRID WERE ARBITRARILY CHOSEN
2. ELEVATIONS REFER TO M.S.L. (1929 ADJ)
1. UNLESS OTHERWISE NOTED, UNITS SHOWN ARE IN METERS.
INCIDENTAL TO THE CONTRACT.
GRADING IS REQUIRED AND WILL BE CONSIDERED
OF THE CONTRACTING OFFICER. MINIMAL SHOULDER
APPLICABLE SPECIFICATIONS AND TO THE SATISFACTION
RESURFACING SHALL BE IN ACCORDANCE WITH THE
COURSE, AND 40 mm BITUMINOUS SURFACE COURSE. THE
AGGREGATE BASE COURSE, 40 mm BITUMINOUS BASE
BE RECONSTRUCTED WITH A TYPICAL 200 mm DEPTH OF
AGGREGATE BASE COURSE AND THE SOUTH ACCESS SHALL
SHALL BE RESURFACED WITH A TYPICAL 75 mm DEPTH OF
RECONSTRUCTED BY THE CONTRACTOR. THE NORTH ACCESS
THEIR PRECONSTRUCTION CONDITION, THEY SHALL BE
(SEE SHEET R6-L-PK-40/070A) HAVE BEEN RETURNED TO
OWNED ACCESS ROADS AS DEFINED IN THE DRAWINGS
PRECONSTRUCTION CONDITION. ONCE THE GOVERNMENT
OR OTHER SURFACINGS SO DAMAGED TO THEIR
THE WORK, THE CONTRACTOR SHALL REPLACE ALL PAVEMENTS
WHERE ROADS ARE DAMAGED IN THE PROSECUTION OF
THE SATISFACTION OF THE CONTRACTING OFFICER.
AND KEEP THE PAVEMENTS CLEAR OF MUD AND DEBRIS TO
RUTS, AND OTHER DAMAGES CAUSED BY HIS ACTIVITIES
PERIOD. IT IS HIS RESPONSIBILITY TO REPAIR POTHOLES,
BY THE CONTRACTOR FOR THE DURATION OF THE CONTRACT
THE SITE FROM THE NORTH AND THE SOUTH WILL BE MAINTAINED
THE GOVERNMENT OWNED PROJECT ACCESS ROADS APPROACHING
ACCESS ROAD
EXISITNG SOUTH
N
N
0N
0N a a
0 1 a a
020 60
1:1000 SCALE
H
O W
N
G A
D G
N
4 950
5+000
5 100
5 200
5 40
5 41 1.35
P
P
P
P
P
I
S S
K G
E N
E R
A L
P L
A N
D E
D
N J
M
D E
D
5+340 .78
40/042
R6-L-PK-
P
C
C
D
D
D
D
E2 +0
E2
E2
E2 +2
.2
J D
W
CUT OFF AT EL. 331.0 AND LEFT IN PLACE
APPROXIMATELY FIRST 3 m WERE
UNABLE TO REMOVE ALL SHEETPILE.
A
B C D
E F G H
A B C D E F G
ED-D ED-H
SHT OF
H
S T
P A
U L
M
IN
N E
S O
T A
C O
R
F
G
IN
E E
R S
S T
P A
U L
IS
T R
IC
T
D A
C W
B
P A
R
V E
R
K O
T A
H O
M M
I
L L
W A
Y
S C
A L
E
D A
T E
C A
M E
S O
P R
O V I
G
F I
C I
A L
S y m b o l
D E
S I
G N
E D
C H
E C
K E
D
D R
A W
N
D E
S I
G N
E D
C H
E C
K E
D
D E P
A R
T M
E
T
M Y
D a t e
A p p r
D e s c r i p t i o n
St. Paul District
Drawing number:
o p y r i g h t n s n r o f e s s i o n a l
S e r v i c e s
I n c
H a n s o f e s s i o n l e r v i c e s
I n c
A S B
U
IL
T
A S
B U
IL
J
U
Y
NOTES:
GENERAL PLAN
NOTES:
EXI
STI
NG
SPI
LLWAY
HIS OPERATIONS CAUSE TO THE EXISTING TEXAS CROSSING.
10. THE CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE
GOVERNMENT FOR APPROVAL.
HIS PROPOSAL FOR THE LOCATION OF THE CONCRETE BATCH PLANT TO THE
9. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT
MATERIAL STOCKPILE.
AND AREA LEFT OF NEW SPILLWAY CHANNEL BELOW DAM AVAILABLE FOR
8. RIGHT BANK BELOW PARKING AREA ABOVE THE EXISTING SPILLWAY CHANNEL
TO THE CONTRACTOR FOR STAGING.
7. EXISITNG PARKING AREAS ON THE RIGHT AND LEFT BANKS WILL BE AVAILABLE
AND FOR MAKING REVISIONS AND CONNECTIONS AS REQUIRED.
OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE TO THESE UTILITIES
RESPONSIBLE FOR MAKING THE DETERMINATION AS TO THE TYPE AND LOCATION
UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS
6. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF
S H E L T E R
H O
U S E
S H E L T E R
S E E
D L I
N G S
S E E
D L I
N G S
450mm CMP
EL. 319.64
E 152332.1070
N 91014.8090
327.5
7.
327.5
EL. 327.50
E 152314.2300
N 91053.7890
EL. 332.00
E 152275.7030
N 91055.4000
332.5
332.5
2.
EL. 338.94
E 152228.9190
N 91043.4310
(W
M
(W
M
(W 1)
M
(W
P ('7
(W
M
(W
M
(W
M
(W
1M
(W
M
(W
M
B
B
40/087
R6-L-PK-
40/088
ROAD CONTROL LINE
STILLING BASIN ACCESS
PLAN
FOR SHEAR GATE
OPERATING HANDLE
EL. 319.00
.6
EL. 309.40
PRECAST BASE
.6
2.865
27.5
STILLING BASIN
BAFFLE BLOCKS
END SILL
1V ON 3H
DUTY GRATE
INTAKE - HEAVY
DUTY GRATE
INTAKE - HEAVY
STILLING BASIN
(CLOW OR EQUAL)
WITH EXTENDED HANDLE,
SHEAR GATE 600 mm DIA.
E 152357.476
N 91284.160
E 152357.476
N 91284.160
DEWATERING SUMP & PUMP PRECAST WETWELL
SIDE
HINGE
HINGE SIDE
PIPE JOINT
PIPE JOINT
EL. 310.00
EL. 316.668
STEEL LADDER
GALVANIZED
150 mm AGGREGATE LEVELING COURSE
.4
M
IN
100 mm VENT PIPE
600 mm DEWATERING PIPE
PUMP PRECAST WETWELL
3.048 I.D. 0.30 THICK
.5
0.30 (MIN.)
COVER WITH 6 mm BLANKING FLANGE
510 mm WALL PIPE (THIMBLE)
1.80 (MIN)
3.048
CRADLE
CONCRETE PIPE
0.30
0.30 (MIN.)
100 mm VENT PIPE W/ BIRDSCREEN
N
S7 +0
2000mm 0 5m
1:100 SCALE
NOTES:
1. UNLESS OTHERWISE NOTED, UNITS SHOWN ARE IN METERS.
W A
D G
N S
P I
L L
W A
Y
J D
W
D E
D
S S
K
N J
M
D E
D
FLOW
CL
1.562
CL
0600 mm RCP DEWATERING PIPE
PROFILE
SCALE: N.T.S.
FLOW
EL. 317.0
EL. 314.493
EL. 311.612
EL. 310.545 + 2%
CL
.4
OPENING OF 1.562 X 2.415
PROVIDE EFFECTIVE MINIMUM CLEAR
DOUBLE LEAF ACCESS DOOR - SIZE TO
DEWATERING SUMP & PUMP PRECAST WETWELL
P L
O F I
L E
A
E C
A
T W
E L
L
D E
W A
T E
R I
0.61
PRECAST WETWELL
3.048 PUMP
PUMP PRECAST WETWELL DETAILS - - - - - 40/087
REFERENCES SHEET NO.
PUMP PRECAST WETWELL - DESIGN LOADS
(APPLY IMBALANCED LOAD OF 1 METER)
- LATERAL PRESSURE COEFFICIENT 0.7
- SOIL DENSITY (MOIST) - 19.1 kN/m
UNBALANCED CONDITIONS)
- LIVE LOAD SURCHARGE - 5.5 kN/m (VERTICAL - DESIGN FOR BALANCED AND
- DESIGN WATER ELEVATION - 319.5 m
LATERAL & UPLIFT LOADS :
TOP SLAB LIVE LOAD : 4.8 kN/m
TYP.
EL. 317
A
B C D
E F G H
A B C D E F G
ED-D ED-H
SHT OF
H
S T
P A
U L
M
IN
N E
S O
T A
C O
R
G
IN
E E
R S
S T
P A
IS
T R
IC
T
D A
C W
B
P A
V E
R
K O
T A
H O
M
I
L L
W A
Y
S C
A L
E
D A
T E
C A
M E
S O
P R
O V I
F I
C I
A L
S y m b o l
D E
S I
G N
E D
C H
E C
K E
D
D R
A W
N
D E
S I
G N
E D
C H
E C
K E
D
D E P
A R
T M
E
T
M Y
D a t e
A p p r
D e s c r i p t i o n
St. Paul District
Drawing number:
p y r i g h t n s o f e s s i o n a l
S e r v i c e s
I n c
H a n s o f e s s i o n l e r v i c e s
I n c
A S B
U
IL
T
A S
B U
IL
J
U
Y
File details come from the government source that posted it. Updated .