HomeMy WebLinkAboutCity of Bozeman Sediment Management Waste FacilityCOLUMBIA
FALLSKALISPELL
WHITEFISH
POLSON
MISSOULA
LOLO
HAMILTON
BOZEMAN
HELENA
BUTTE
GREAT FALLS
DEER
LODGE
MILES CITY
GLENDIVE
BILLINGS
HAVRE
HARDIN
LEWISTOWN
PROJECT
LOCATION
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.SPRINGHILL RD.BOZEMAN
HWY. 191JACKRABBIT RD.HWY. 191BELGRADE
BRIDGER CANY
O
N
RD.
LOCATION
PROJECTProject No.
Bozeman, Montana
C o n t r a c t D r a w i n g s F o r
10045441
March 2018
I N D E X O F D R A W I N G S
01G001 GENERAL LEGEND AND NOTES
01C101 DEMOLITION AND OVERALL SITE PLANS PHASE I & II
01C102 GRADING PLAN PHASE I & II
01C103 DRAINAGE AND UTILITY PLANS
01C104 ACCESS ROAD ALIGNMENT AND PROFILE
01C301 PLANS AND PROFILES
01C501 UTILITY NOTES AND DETAILS I
01C502 UTILITY NOTES AND DETAILS II
01C503 UTILITY NOTES AND DETAILS III
City of Bozeman, Montana
City of Bozeman
Sediment
Management
Waste Facility
RECORD DRAWINGS
1.THIS IS A STANDARD SHEET SHOWING COMMON
SYMBOLOGY. ALL SYMBOLS ARE NOT
NECESSARILY USED ON THIS PROJECT.
2.SCREENING OR SHADING OF WORK IS USED TO
INDICATE EXISTING COMPONENTS OR TO
DE-EMPHASIZE PROPOSED IMPROVEMENTS TO
HIGHLIGHT SELECTED TRADE WORK. REFER TO
CONTEXT OF EACH SHEET FOR USAGE.
GENERAL NOTES:
RIPRAP (PLAN AND/OR SECTION)
GROUT (SECTION)
SECTION LETTER
FLAG INDICATES DIRECTIONOF SECTION CUT
SECTION LETTER
SECTION CUT MARKER
GRANULAR FILL (SECTION)
SAND (SECTION)
PLAN TITLE
SHEET WHERE SECTION IS
LOCATED *
SHEET WHERE
SECTION VIEW IS
FIRST CUT *
SECTION TITLE
DETAIL TITLE
ASPHALT (PLAN OR SMALL-SCALE SECTION)
GENERAL SYMBOLOGY MATERIALS IN PLAN/SECTION
MATCHLINE
SEE SHEET XX FOR CONTINUATION
X
XXX
X
XXX
DETAIL NUMBER
SHEET WHERE
DETAIL VIEW IS FIRST
CUT *
#
XXX
UTILITY BENEATH STRUCTURE
RAILROAD
CENTERLINE
PROPERTY LINE
EASEMENT
LIMITS OF CONSTRUCTION
ROW
EXISTING CONTOUR W/ELEVATION (MAJOR)25
EXISTING CONTOUR (MINOR)
NEW CONTOUR (MAJOR)25
NEW CONTOUR (MINOR)
BOTTOM OF DITCH
EXISTING FENCE
EXISTING VEGETATION/BRUSH LINE
SS SS SS
W W W
NPW NPW NPW DOMESTIC WATER NON-POTABLE
DOMESTIC WATER
SANITARY SEWER
SURVEY BENCHMARK
SPOT ELEVATION/POINT #
SURVEY CONTROL POINT123
IDENTIFICATION AND APPROXIMATE
LOCATION OF SOIL TEST HOLE
CIVIL MAPPING SYMBOLOGY
EMBANKMENT SLOPE (CUT)
FLOW ARROW
EMBANKMENT SLOPE RIGHT ARROW RIGHT
EMBANKMENT SLOPE LEFT ARROW LEFT
CLEANOUT
EMBANKMENT SLOPE (FILL)
HORIZONTAL CONTROL POINT
VERTICAL CONTROL POINT
SECTION CORNER MONUMENT
SECTION CORNER NO MONUMENT
STORM DRAINAGE MANHOLE
WATER/AIR VENT
WATER LEVEL IN SECTION/PROFILE
UTILITY/CIVIL LINE SYMBOLOGY
VALVE
CULVERT END SYMBOL
(WITH CULVERT SHOWN BETWEEN SYMBOLS)
H:V
H:V
CP-X
CO
D
W
W
WATER BLOWOFF
WATER METER
WATER SHUTOFF
WATER VALVE VAULT
TANK BELOW GROUND
X
SOIL BORING
X
TEST PIT
X X X X X X
X
X
SD SD SD STORM SEWER
TOE OF SLOPE
TOP OF SLOPE
SWO
REMOVEABLE ECOLOGY BLOCK, TYPE 1 - 3' X 3' X 6'
GROUTED ECOLOGY BLOCK, TYPE 1 - 3' X 3' X 6'
WASH STATION
REMOVEABLE ECOLOGY BLOCK, TYPE 2 - 2' X 2' X 6'
SYMBOLOGY IN PLAN/SECTION
ROADBED FILL (PLAN)
PIPELINE SYMBOLOGY
DRAIN
POTABLE WATER
FORCE MAIN24"-FM
6"-D
1"-PW
1/4" = 1'-0"
PLAN
3/8" = 1'-0"
SECTION
3/8" = 1'-0"
DETAIL
PIPING IDENTIFICATION
6"LINE SIZE
DRAINSERVICE
EXAMPLE6"-DFIGURE
KEY NOTE NUMBER
KEY NOTE DESIGNATION
DETAIL NUMBER
DETAIL MARKER
SHEET WHERE DETAIL
IS LOCATED *
FOR REFERENCING DETAILS INCLUDED IN DRAWING SET.
#
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1"2"FILENAME
SCALE
SHEET
DATE
DAN MARCH
10045441
City of Bozeman
Sediment Management
Facility
Bozeman, Montana 2017
DESIGNED BY D. MARCH
DRAWN BY M. WINSLOW
CHECKED BY D. HARMON
T. PETERSON
PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD
DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED INADDENDA AND CHANGE ORDERS AND OTHER INFORMATION
PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEENSUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT
WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS.
RECORD DRAWING:RECORD DRAWING
MARCH 2018
GENERAL
LEGEND AND NOTES
00G001.dwg
NONE 00G001
PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD
DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED INADDENDA AND CHANGE ORDERS AND OTHER INFORMATION
PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEENSUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT
WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS.
RECORD DRAWING:RECORD DRAWING
MARCH 2018
4600460146014601
4601
460246014600 4600460146014602
460246024601
4602
4600
20'-0"
20'-0"
6'-0" +/-20'-0"+/-
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1"2"FILENAME
SCALE
SHEET
DATE
DAN MARCH
10045441
City of Bozeman
Sediment Management
Facility
Bozeman, Montana 2017
DESIGNED BY D. MARCH
DRAWN BY M. WINSLOW
CHECKED BY D. HARMON
T. PETERSON
PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD
DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED INADDENDA AND CHANGE ORDERS AND OTHER INFORMATION
PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEENSUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT
WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS.
RECORD DRAWING:RECORD DRAWING
MARCH 2018
DEMOLITION &
OVERALL SITE PLANS
PHASE I AND PHASE II
01C101.dwg
AS NOTED 01C101
DRYING BEDS
HOT BAYS
PHASE II SEDIMENTATION BASIN
CLEAR, GRUB
AND STRIP SITE
PHASE I
PHASE II
1" = 60'-0"
DEMOLITION PLAN
1" = 120'-0"
OVERALL SITE PLAN
GENERAL NOTES:
1.THE CONTRACTOR SHALL NOTIFY ONE CALL @
1-800-424-5555 FOR ONSITE UTILITY LOCATION. ALL
EXISTING UTILITIES SHALL BE MARKED BEFORE
DIGGING.
2.COORDINATE ACTUAL LOCATION AND AREA LIMITS
WITH OWNER. DO NOT DISRUPT OWNER'S
ACTIVITIES IN THE AREA. SITE PROTECTION FROM
VANDALISM, ETC. IS THE CONTRACTOR'S
RESPONSIBILITY.
3.SEE SPECIFICATIONS FOR DEMOLITION, CUTTING
AND PATCHING REQUIREMENTS. REMOVE AND
DISPOSE OF EXCESS MATERIALS ON SITE.
X
GROUNDWATER WELL
GROUNDWATER WELL
KEYNOTES:
1.DEMOLISH EXISTING BIOSOLIDS STORAGE POND,
AS REQUIRED, FOR 6"-D INSTALLATION. REPLACE
EXISTING POND LINER FOLLOWING UTILITY
BACKFILL.
2.DEMOLISH EXISTING GRAVEL AND STOCKPILE A
6"-D TRENCH RESTORE ROAD GRAVEL FOLLOWING
UTILITY INSTALLATION.
3.CLEAR AND STRIP TOPSOIL AND SAND AT
EXISTING IP CELL BASIN. EXCAVATE TO REQUIRED
SUBGRADE ELEVATION AND COMPACT. 3 EACH
EXISTING IP CELL DRAIN LATERALS EXIST AT +3 FT
BELOW GROUND SURFACE.
4.REMOVE ROADWAY GRAVEL AND SUBSURFACE
PER GRAVEL ROADWAY SECTION. SEE SHEET
01C502. RE-USE GRAVEL FOR SUBGRADE FILL IF
VOID OF ORGANIC CONTAMINATION.
5.START OF 20 FT WIDE GRAVEL ROAD. MATCH
EXISTING ROAD ELEVATION.
6.NEW PHASE I SEDIMENTATION BASIN, SEE SHEET
01C102. TO BE INCLUDED IN THIS CONTRACT.
7.20FT WIDE GRAVEL ROADWAY ENTRANCE APRON.
SEE DETAIL 5/01C502, SIM.
8.PHASE II SEDIMENTATION BASIN, NOT THIS
CONTRACT. EXCESS FILL MATERIAL SHALL BE
PLACED IN THIS AREA. TOPSOIL AND SAND
REMOVED PER DEMOLITION PLAN FOR PHASE I
AND PHASE II AREAS, SEE SHEET 01C102.
9.20 FT WIDE GRAVEL ROADWAY, CONSTRUCT
FOLLOWING 2"-W INSTALLATION, SEE DETAIL
5/01C502.
10.2"-W, SEE UTILITY PLAN ON SHEET 01C103.
11.6"-D, SEE UTILITY PLAN ON SHEET 01C103.
12.BACKFILL AREA FOR EXCESS MATERIALS FROM
PHASE I. BACKFILL TO GRAVEL SHOWN ON PHASE
II AREA BEFORE BACKFILLING TO EAST.
12
87
6
11
PHASE I
SEDIMENTATION
BASIN
DRAIN PIPELINE
9
10
1
2
4
3
5
15.00'
12.00'12.00'12.00'
90.00'
12.00'12.00'14.00'5.00'SEWER SEDIMENTATION BASIN
FUTUREDISCHARGE MANHOLE
EDGE OF FUTURE
ASPHALT/DEVELOP
REMOVABLE
ECOLOGY BLOCKS,
TYPE 2, TYPICAL
FUTURE 33.00'19.00'
1
1% SLOPE1%
1%
4600.5
4600.5
4600.5
4600.5
7
5
REMOVABLE
ECOLOGY BLOCKS,
TYPE 1, TYPICAL
32.00'21.50'39.00'21.50'20.00'
68.00'
72.50'38.00'20.00'20.00'20.00'
138.00'15.00'12.00'
CONTAINMENT
VAULT WITH DRAIN ANDMANHOLE LIDS, TYPICAL
HOT BAYS
EDGE OF ASPHALT/DEVELOPMENT
REMOVABLE
ECOLOGY BLOCKS,
TYPE 25.00'5.00'
5.00'
12.00'12.00'12.00'12.00'12.00'12.00'12.00'12.00'
DISCHARGE MANHOLE
95.00'5.00'5.00'5.00'1%1%1%1%
1%1%1%
1%
1%
1%
1%
1%
1%
1%
1%
1%1%
4602.37 4601.61
4601.61
4601.99
4602.37
1%
4600.5 4600.5
4600.5
4600.5
11
1%1%
9
3GROUTED TYPE 1
ECOLOGY BLOCKS,
TYPICAL
1
2
4602.37
PHASE I PHASE II
21.50'
1%
S
L
O
P
E1% SLOPE1% SL
O
PE
1% SLOPE1%
S
L
O
P
E
R
=
2
5
.
0
0
'R=25.00
'7.61'50.77'3.45'N 67091.06
E 42306.42
4602
4601
4600 460246014600460246014600N 67091.06
E 42234.42
N 67278.06
E 42234.17
N 67278.06
E 42372.17
6
10
8
DRYING BEDSREMOVABLEECOLOGY BLOCKS,
TYPE 2
REMOVABLE
ECOLOGY BLOCKS,
TYPE 1, TYPICAL
FUTURE
REMOVABLE
ECOLOGY BLOCKS,
TYPE 1, TYPICAL
FUTURE
REMOVABLE
ECOLOGY BLOCKS,
TYPE 2, TYPICAL
1%
4
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1"2"FILENAME
SCALE
SHEET
DATE
DAN MARCH
10045441
City of Bozeman
Sediment Management
Facility
Bozeman, Montana 2017
DESIGNED BY D. MARCH
DRAWN BY M. WINSLOW
CHECKED BY D. HARMON
T. PETERSON
PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD
DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED INADDENDA AND CHANGE ORDERS AND OTHER INFORMATION
PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEENSUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT
WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS.
RECORD DRAWING:RECORD DRAWING
MARCH 2018
GRADING PLAN
PHASE I & II
01C102.dwg
1" = 20'-0"01C102
GENERAL NOTES:
1.SEE SHEET 01C101 FOR SITE DEMOLITION.
2.SEE SHEET 01C103 FOR YARD PIPING.
3.SITE SURVEY AND CONTOURS BASED ON
SURVEY BY MONTANA AERIAL IN 2007 WITH
CONTROL BY MORRISON-MAIORLE, INC. TWO
CONTROL POINTS WILL BE PROVIDED BY THE
OWNER, LOCATED WITHIN THE WASTEWATER
TREATMENT FACILITY FENCE.
4.CONTRACTOR TO PROTECT ALL EXISTING
FACILITIES DURING CONSTRUCTION. IF
DAMAGED BY CONSTRUCTION ACTIVITIES,
CONTRACTOR SHALL RESTORE FACILITIES TO
ORIGINAL CONDITION AT NO COST TO OWNER.
5.COORDINATES FOR WASHDOWN STATIONS
ARE FOR THE NORTHWEST CORNER OF THE
HOSE REEL AND ARE AS FOLLOWS:
WASH STATION: N = 67230.76
E = 42377.48
6.COORDINATE ACTUAL LOCATION AND AREA
LIMITS WITH THE OWNER. DO NOT DISRUPT
OWNERS ACTIVITIES IN THE AREA. SITE
PROTECTION FROM VANDALISM, ETC. IS THE
CONTRACTOR'S RESPONSIBILITY.
KEYNOTES:
1.ECOLOGY BLOCK WALLS:
TYPE 1: DETAIL 3/01C502.
TYPE 2: DETAIL 4/01C502.
2.DISCHARGE MANHOLE. SEE DETAIL 1/01C501.
SEE SHEET 01C103 FOR EFFLUENT PIPELINE.
3.TYPE 1 ECOLOGY BLOCK WALL. GROUTED
BASE AND JOINTS. SEE DETAIL 3/01C502.
4.WASHDOWN STATION WITH HOSE REEL. SEE
DETAIL 5/01C501.
5.FUTURE DISCHARGE MANHOLE. PHASE II.
6.ASPHALT CONCRETE PAVEMENT SEDIMENT
HANDLING PAD, SEE DETAIL 8/01C502.
7.FUTURE TYPE 2 ECOLOGY BLOCK WALL.
PHASE II.
8.FUTURE ASPHALT CONCRETE PAVEMENT
SEDIMENT HANDLING PAD. AREA FOR EXCESS
MATERIALS PLACEMENT, SEE SHEET 01C101.
9.HOT BAY CONTAINMENT VAULT WITH DRAIN
AND MANHOLE COVERS, SEE DETAIL 2/01C501.
10.GRAVEL ROAD, SEE DETAIL 5/01C502, SEE
PLAN AND PROFILE ON SHEET 01C104.
X
OHP
OH
P
OHP
OH
P
NG
NG
NG
NG
NG
NG
NG
NGWWWWWWWBFBFBFBFBFBFBFBFBFBFBFBFBFBFBF//////////////////
///
///
///
///
///
///
OHP
OH
P
OHP
OH
P
NG
NG
NG
NG
NG
NG
NG
NGWWWWWWWBFBFBFBFBFBFBFBFBFBFBFBFBFBFBF0
+
0
0 1+002+00
3+00
4+00
5+00
6+00
7+008+009+0010+00
BP 0+00.00EP 10+00.70
PI 1+16.55PI 7+76.00 PI 7+90.53PI 9+68.63STA 3+22.11, 0.00'
STA 4+33.40, 0.00' L
4
8
2"-PW
8
8
1 2"-PW
10
BP 0+00.00
EP 4+35.00
PI 0+49.63PI 3+32.11
0+001+00
2+00
3+00 4+004+356"-D
8
MH
N = 67270.07
E = 42243.17 2
1
9
01C502
2
01C502
END OF PIPELINE
N = 67653.66
E = 42280.27
3
CLEANOUT
9MH
N = 67298.14
E = 42202.24
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1"2"FILENAME
SCALE
SHEET
DATE
DAN MARCH
10045441
City of Bozeman
Sediment Management
Facility
Bozeman, Montana 2017
DESIGNED BY D. MARCH
DRAWN BY M. WINSLOW
CHECKED BY D. HARMON
T. PETERSON
PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD
DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED INADDENDA AND CHANGE ORDERS AND OTHER INFORMATION
PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEENSUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT
WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS.
RECORD DRAWING:RECORD DRAWING
MARCH 2018
DRAINAGE & UTILITY PLANS
01C103.dwg
AS NOTED 01C103
GENERAL NOTES:
1.CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF
ALL EXISTING UNDERGROUND UTILITIES.
2.FOR PIPING ABBREVIATIONS, SEE SHEET 00G001.
3.SPECIAL PRECAUTIONS MUST BE USED IN AREAS OF
EXISTING PIPING. EXPLORATORY EXCAVATION SHALL
BE EXPECTED BY THE CONTRACTOR, INCLUDING
"POT-HOLING" TO EXPOSE THE PIPE SURFACE. FIELD
VERIFY ALL EXISTING PIPING LOCATIONS AND
ELEVATIONS BEFORE BEGINNING TRENCHING WORK.
4.PLACE WARNING TAPE AND TRACER WIRE ABOVE ALL
BURIED PIPING. SEE DETAIL 7/01C502.
1" = 60'-0"
UTILITY PLAN
1" = 30'-0"
DRAINAGE PLAN
X
1 1/2"-PW
5
2"-PW7
1
KEYNOTES:
1.6"-D AND 2"-PW, SEE PIPELINE PROFILES ON SHEET
01C301. SEE CLASS B TRENCH BACKFILL PER DETAIL
7/01C502.
2.DISCHARGE MANHOLE. SEE DETAIL 4 ON SHEET
01C501.
3.6"-D OUTLET. SEE DETAIL 2/01C502. EXISTING POND
LINER SHALL BE REMOVED AND REPLACED
FOLLOWING UTILITY CONSTRUCTION. WELD LINER IN
ACCORDANCE WITH LINER MANUFACTURERS
RECOMMENDATIONS.
4.HOT TAP 2"-PW TO EXISTING 8"-W.
5.INSTALL WATER METER PIT, BACK FLOW PREVENTER,
AND CURB STOPS, SEE DETAIL 1/01C502. SEE PW
PROFILE ON 01C301 FOR 2" TO 1-1/2" PIPE REDUCER
LOCATIONS.
6.NOT USED.
7.WASHDOWN STATIONS. SEE DETAIL 5/01C501.
8.EXISTING CULVERT OR PIPELINE CROSSING. SEE
GENERAL NOTE 3.
9.MANHOLE SEE DETAIL 1/01C503.
10.ADD CURB STOP 8' FROM WATER MAIN TAP.
6"-D
V Scale: 1" = 10.00'
4590
4600
4610
4620
4630
4590
4600
4610
4620
4630
-1+00.00 0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 6+00.00 7+00.00 8+00.00 9+00.00 10+00.00 11+00.00 11+82.00
PROFILE DATA
-0.00%
-2.83%
-0.00%
-0.94%
-1.43%
HP STA = 3+38.45
HP EL = 4608.36
VPI STA = 3+75.10
VPI EL = 4608.36
K = 26.00
73.30' VC
VPC STA 3+38.45VPC EL 4608.36VPT STA 4+11.75VPT EL 4607.33VPI STA 0+00EL 4608.37VPI STA 4+94.14EL 4605.00VPI STA 6+25.06EL 4605.00VPI STA 9+42.87EL 4602.00VPI STA 10+81EL 4600.02-1+00 4608.04608.371+004608.04608.374608.04608.372+004607.04608.374607.04608.373+004607.04608.374607.04608.344+004606.14607.634606.04606.255+004605.04605.004605.04605.006+004605.04605.004604.44604.767+004604.04604.294603.14603.828+004603.14603.354602.84602.889+004602.04602.404601.74601.9010+004601.04601.184600.04600.4711+00 11+82
16" PIPE
PROPOSED COVER = 7.30'
46" C.M.P
PROPOSED COVER = 3.34'OHPOHPOHPOHPOHPOHPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGWVDYHWV WVDYH
W
W
W
W
W
W
W
W
W
BFBFBFBF
BF
BF BFBFBF BF BF BF BF BF
BF BF
BF
BF BFBF
BF
BF
BF
BF
BF
BF
BF
BF
EX. 24" FORCE
MAIN
DISCHARGE
STRUCTURE
ACCESS ROAD STA. 0+00.00
BEGIN IMPROVEMENTS
N 66517.32
E 42177.02
ACCESS ROAD
STA. 7+97.00
END IMPROVEMENTS
SEE SITE DESIGN
10+81
0+00
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
PT: 0+95.25PI STA=0+48.38
N=66561.95
E=42158.35
Δ=24°48'21"
R=220.00'
T=48.38'
L=95.2471'
N2°06'25.65"E
ACCESS ROAD ALIGNMENT AND PROFILE
01C104.dwg
AS NOTED 01C104
GENERAL NOTES:
1.CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF
ALL EXISTING UNDERGROUND UTILITIES.
2.FOR PIPING ABBREVIATIONS, SEE SHEET 00G001.
3.SPECIAL PRECAUTIONS MUST BE USED IN AREAS OF
EXISTING PIPING. EXPLORATORY EXCAVATION SHALL
BE EXPECTED BY THE CONTRACTOR, INCLUDING
"POT-HOLING" TO EXPOSE THE PIPE SURFACE. FIELD
VERIFY ALL EXISTING PIPING LOCATIONS AND
ELEVATIONS BEFORE BEGINNING TRENCHING WORK.
4.PLACE WARNING TAPE AND TRACER WIRE ABOVE ALL
BURIED PIPING. SEE DETAIL 6/01C502.
5.CONTRACTOR TO PROVIDE THRUST PROTECTION OF
POTABLE WATER PIPELINES. SEE DETAIL 10/01C502.
H: 1" = 100'-0" V: 1"=10'
ACCESS ROAD PROFILE
1" = 30'-0"
ACCESS ROAD PLAN
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1"2"FILENAME
SCALE
SHEET
DATE
DAN MARCH
10045441
City of Bozeman
Sediment Management
Facility
Bozeman, Montana 2017
DESIGNED BY D. MARCH
DRAWN BY M. WINSLOW
CHECKED BY D. HARMON
T. PETERSON
PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD
DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED INADDENDA AND CHANGE ORDERS AND OTHER INFORMATION
PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEENSUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT
WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS.
RECORD DRAWING:RECORD DRAWING
MARCH 2018
0+00.00
4610
STA 0+00.004600
IE = 4599.831+00.00 2+00.00 3+00.00 4+00.00
4590
STA 1+18.062" 45° BEND PWIE = 4599.8424" SW-EXISTING2"-PW
IE = 4600.30MATCHLINEGRAVEL ROAD
SEE
5
01C5024610
4600
1+00.00 2+00.00 3+00.00 4+00.00
4590
2"-PW
STA 0+08.00CURB STOPIE = 4599.83IE = 4599.5516" SW-EXISTING4610
2" 90° BENDIE = 4591.86STA 9+00.634600
PW
2" 90° BENDSTA 9+20.144590
IE = 4591.863" VT-NEWIE = 3094.00BP-NEWIE = 3094.005+00.00 6+00.00 7+00.00 8+00.00 9+00.0016" SW-EXISTINGIE = 4599.092"-PW
MATCHLINEGRAVEL ROAD
SEE
5
01C502
STA 8+06.00CURB STOPWATER METERCURB STOPBACKFLOW PREVENTER2" 90° BENDIE = 4595.90STA 7+76.00EXISTING
GRAVEL
RESTORE
ASPHALT CONCRETE
SEE
6'' PVC
4610
4600
5+00.00 6+00.00 7+00.00 8+00.00 9+00.00
8
01C502
STA 0+86.002"x1 1/2" REDIE = 4595.901
01C502
1 1/2"-PW
0+00.00
4610
STA 0+00.004600
1+00.00 2+00.00 3+00.00 4+00.00
4590
STA 0+49.636"- D16" SW-EXISTINGIE = 4592.75STA 3+32.116" 45 BEND6"-D 6"-PVC
IE = 4594.82IE = 4595.25IE = 4594.2524" SW-EXISTINGIE = 4583.074580
GRAVEL ROAD
SEE POND LINER
STA 4+35.00IE = 4593.915
01C502
2
01C502
WITH C.O.MH0+004600.01+004602.32+004601.03+004600.04+004602.60+00.00
4610 4610
4600 4600
4590
1+00.00 2+00.00 3+00.00 4+00.00
4590
4580 4580
RIM EL 4603.07INSULATE BETWEEN
EXISTING AND 6" DRAIN
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1"2"FILENAME
SCALE
SHEET
DATE
DAN MARCH
10045441
City of Bozeman
Sediment Management
Facility
Bozeman, Montana 2017
DESIGNED BY D. MARCH
DRAWN BY M. WINSLOW
CHECKED BY D. HARMON
T. PETERSON
PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD
DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED INADDENDA AND CHANGE ORDERS AND OTHER INFORMATION
PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEENSUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT
WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS.
RECORD DRAWING:RECORD DRAWING
MARCH 2018
PLANS AND PROFILES
01C301.dwg
AS NOTED 01C301
GENERAL NOTES:
1.CONTRACTOR IS RESPONSIBLE FOR THE
PROTECTION OF ALL EXISTING UNDERGROUND
UTILITIES.
2.SPECIAL PRECAUTION MUST BE USED IN AREAS OF
EXISTING 24" AND 16" FORCE MAIN PIPING,
EXPLORATORY EXCAVATION SHALL BE EXPECTED
BY THE CONTRACTOR, INCLUDING "POT HOLING" TO
EXPOSE THE PIPE SURFACE.
3.PLACE PIPELINES AT ELEVATION SHOWN OR AS
SHOWN ON PROFILE. 6.5 FEET MINIMUM COVER
REQUIRED WHERE ELEVATION NOT INDICATED ON
PLAN OR PROFILE. MAINTAIN SLOPE FOR GRAVITY
LINES. SEE TRENCH DETAIL 7/01C502.
4.PLACE WARNING TAPE AND TRACER WIRE ABOVE
ALL BURIED PIPING. SEE DETAIL 6/01C502.
5.CONTRACTOR TO PROVIDE THRUST PROTECTION
OF POTABLE WATER PIPELINES. SEE DETAIL
10/01C502.
PROFILE SCALE:
HORZ: 1" = 20'-0"
VERT: 1"= 10'-0"
TYPE 3 MANHOLE ROOF SLAB AND COVER SLAB
T K
ROOF
SLAB
CHANNEL
BOTTOM
BARS
TOP
BARS
COVER
DIA.
MH
DIA.
~48"58"6"6"#4_AT_6"
ADJUSTING RING
AS NEEDED
FURNISH MANHOLE WITH STEPS
WHENEVER THE DEPTH IS MORE
THAN 4 FEET [1219]. SEE
TYPE 1 FOR STANDARD.
#4 [#13] BARS AT 12"
OC, EACH WAY
6" FOR UP TO 78" DIA.B
B
AA
0.5 DIA.OF PIPE
SLOPE 4%
SHELF
CHANNEL
SHELF
3"ASREQUIRE
D
NOTE: CENTER THE OPENING OVER THE ROOF
SLAB FOR TYPE I, II, IV AND V INLETS ON 48"
COMBINATION TYPE 3 MANHOLES.
CONCRETE BASE TO
BE POURED IN FIELD
OR PRECAST
STANDARD FRAME
AND INLET GRATE LID
CONCRETE BASE TO
BE POURED IN FIELD
OR PRECAST 1"T1"REINFORCED
CONCRETE
PIPE BARREL
ROOF SLAB
SECTION A-A
SECTION B-BVARIABLECOVER DIAMETER
AS REQUIRED
K
NTS
HOT BAY VAULT
NTS
DISCHARGE MANHOLE
01C102
1 6'-5 1/2"14'-10"XAIR SPACEXLIQUID LEVELSECTION
5/8" DIA EPOXY ANCHORS
AT 4 LOCATIONS
6'-0"01C102
2
PRECAST
CONCRETE SLAB
COVER
SLAB
PLAN
-
4
DRAIN MANHOLE
RING AND COVER
NEENAH R-2525-G
OR EQUAL
NOTE: SEE SPECIFICATION SECTION 02515 FOR
PRECAST CONCRETE VAULT. PROVIDE H-2 LOAD
RATED LID FOR VAULT.
STANDARD 24" MANHOLE
RING AND COVER
NTS
DISCHARGE MANHOLE W/CAGE AND GRATE COVER
-
4
1/2" x 1/2" x 18 GA EXPANDED STEEL SCREEN
NOTE: HOT DIP GALVANIZED DRAINAGE GAGE
AFTER FABRICATION. MOUNT TO CONCRETE
COVER WITH 5/8" DIA EPOXY ANCHORS AT MIN 4"
EMBED.
1 1/2" x 3/16" STEEL BAND, TYP OF 3
1/2" DIA x 3" x 4" HANDLE, TYP OF 2
NOTES:
1.POST HYDRANTS SHALL BE NON-FREEZING, SELF DRAINING TYPE.
HYDRANTS SHALL BE FURNISHED WITH A 2" HORIZONTAL INLET, A
NON-TURNING OPERATING ROD, AND SHALL OPEN TO THE LEFT. ALL OF
THE WORKING PARTS SHALL BE OF BRONZE-TO-BRONZE DESIGN, AND BE
SERVICEABLE FROM ABOVE GRADE WITH NO DIGGING. THE OUTLET SHALL
ALSO BE BRONZE AND BE 1-1/2" NST. HYDRANTS SHALL BE LOCKABLE TO
PREVENT UNAUTHORIZED USE AS MANUFACTURED BY KUPFERLE
FOUNDRY CO., ST. LOUIS, MO, OR APPROVED EQUAL.
2.MATCH DRAIN PORT SIZE PROVIDED BY MANUFACTURER.
3.PROVIDE HOSE RACK FOR EACH YARD HYDRANT.
MAINGUARD 1 1/2"
BLOW OFF HYDRANT #7
w/HORIZONTAL INLET
1 1/2" PACK JOINT FOR PVC PIPE
UNDISTURBED EARTH
OR THRUST BLOCK
CRUSHED ROCK
SUPPLY
12" THICK
CONCRETE PAD
REINF W/ #4 @ 6
E.W.6'-0" MINVARIES3'-0"MIN4'-0"2'-0"4"8"8 1/4"8 1/4"8"2"4"4"2"12" EXPANSION
MATERIAL, CONT,
AT CONCRETE
CONCRETE FOOTING
12" Ø X 4" LONG STEEL
STUDS WELDED TO
STEEL POST, FOUR
STUDS AT EACH
LOCATION, TWELVE AT
EACH POST
FINISHED GRADE,
PAVEMENT, OR SIDEWALK,
SEE PLANS FOR MATERIAL
8" Ø SCHEDULE 80 STEEL
POST, HOT DIPPED
GALVANIZED AND FILLED
WITH CONCRETE
6" WIDE REFLECTIVE
TAPE BAND
ROUNDED
CONCRETE CAP
NTS
BOLLARD
-
6
NTS
YARD HYDRANT
-
76'-0"2'-10"2'-6"2'-6"7'-2"
3/4" = 1'-0"
WASHDOWN STATION
01C102
5
1'-11"
-
6
BOLLARD, TYP
-
7
2'-8" x 4'-6"x12"
THICK CONCRETE
PAD
HOSE REEL
1 1/4" HOSE REEL
UNION
5/ 8" DIA EPOXY
ANCHOR, TYP 2
EACH END
CONCRETE BASE
ASPHALT
CONCRETE
PAVEMENT VARIES-
A
-
B
3/4" = 1'-0"
WASHDOWN STATION
-
B
3/4" = 1'-0"
WASHDOWN STATION
-
A
2'-9"1 12" HOSE
CONNECTION
CONCRETE BASE
1 1/4" HOSE
REEL. SEE
SPECIFICATIONS
4"GROUND
SURFACE
-
7
YARD
HYDRANT
1 1/2" - PW
1 1/2" - PWREEL BASE
CONTROL POINT
SEE SHEET 01C502
1 1/4" x 1 1/2"
REDUCER
REDUCED PRESSURE
BACKFLOW PREVENTER
MOUNTED TO REEL BASE.
REDUCED PRESSURE
BACKFLOW
PREVENTER MOUNTED
TO REEL BASE.
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1"2"FILENAME
SCALE
SHEET
DATE
DAN MARCH
10045441
City of Bozeman
Sediment Management
Facility
Bozeman, Montana 2017
DESIGNED BY D. MARCH
DRAWN BY M. WINSLOW
CHECKED BY D. HARMON
T. PETERSON
PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD
DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED INADDENDA AND CHANGE ORDERS AND OTHER INFORMATION
PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEENSUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT
WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS.
RECORD DRAWING:RECORD DRAWING
MARCH 2018
UTILITY NOTES
AND DETAILS
01C501.dwg
AS NOTED 01C501
2
01C102
PIPE TO LAGOON
NTS
1
01C102
WATER METER PIT
NTS
STAINLESS STEEL BAND
2" STRIP OF LINER, RUBBER
OR NEOPRENE CUSHION
BOOT TUBE/SHAFT
SEALANT/BUTYL CAULK
PIPE WALL
LAGOON
LINEREXTRUSION
WELD SEAM
LINER MATERIALBOOT APRONEXTRUSION
WELD SEAM
PIPE
HDPE SLEEVE 8" MIN 3'-0"3'-0"
3
01C102
TYPE 1 ECOLOGY BLOCK
NTS
5
01C102
GRAVEL ROAD SECTION
NTS 2'-0"2'-0"
4
01C102
TYPE 2 ECOLOGY BLOCK
NTS2" AC PAVEMENT2" AC SURFACE COURSE AND
NOTE:
PRIME ALL SURFACES
PRIME EDGES AND
CUT ASPHALT. HEAT &
FINAL JT MUST BE SAW
SURFACE
EXISTING PAVEMENT
PRIME COAT (ASPHALT ONLY)
12" OF 1 1/2" CRUSHED BASE COARSE
TRENCH BACKFILL OR SUBGRADE
6" SCARIFIED AND
RECOMPACTED SUBGRADE
NOTE:
AC SURFACE COURSE AND AC BASE COURSE TO BE PER CITY
STANDARD MODIFICATIONS FOR TYPE B-MODIFIED ASPHALTIC
SURFACING.
3" AC BASE COURSE
NON-WOVEN GEOTEXTILE FABRIC BELOW1/3 Bc,6" MINSUBGRADE STABILIZATION1/4 Bc,4" MINBc+24" MAXCOVERBEDDINGTRENCHBACKFILLPIPE EMBEDMENTSEE SITE PLAN FOR
SURFACE TREATMENT
TRACER WIRE AND
WARNING TAPE, TYP
18"CONCRETE PAD
FINISH GRADE
24" SQUARE
WATERTIGHT PIPE
PLUG
CLEANOUT BOX WITH
CI COVER MARKED 'CO'
SAME SIZE AS
MAINLINE
PLUG OR ADAPTOR TO
MAINLINE PIPE
PROVIDE PIPE ZONE
MATERIAL FOR A MIN
OF 8" AROUND
CLEANOUT RISER
VALVE BOX,
TYPICAL
8"x8"x6" CONCRETE
BLOCK UNDER BODY
OF BURIED VALVES
THRU 10". 12"x12"x6"
FOR 12" AND LARGER TRENCH BEDDING
EXTENSION
TRACER WIRE
TRAFFIC AREANON-TRAFFIC AREA
VALVE BOX AND LID
6"4"2"TAPERED CONCRETE
CIRCULAR COLLAR 3" MINOVERLAPTRAFFIC SURFACE
VALVE
TAPERED CONCRETE
COLLAR OR MATCH
TRAFFIC SURFACE
VALVE OPERATOR EXTENSION
WITH 2x2 OPERATING NUT
TO 6" BGS
3:1 SLOPE
TYP2% SLOPE2% SLOPE3:1 SLOPE
TYP
EXISTING
GROUND
SURFACE
20'-0"
COMPACTED SUBGRADE
CULVERTS (WHERE SHOWN)
MIN SLOPE + 0.7%
8" MIN COVER REQUIRED
4" OF 34" MINUS SURFACE COURSE &
8" OF 1 12" MINUS CRUSHED BASE
COURSE AND TYPE 1 GEOGRID
PROVIDE PIPE ZONE
MATERIAL FOR A MIN
OF 8" AROUND
CLEANOUT RISER
12"
M
I
N
AC PAVEMENT
AC PAVEMENT
#4
6"
NOTES:
1.Bc=OUTSIDE DIAMETER OF PIPE.
1/3 CY OF 3/4"
WASHED ROCK6.5' COVER (MIN.)4"CURB STOP AND
WASTE/BOX WITH
COMPRESSION
COUPLINGS FOR
TOWN WATER
SHUT-OFF
FINISHED
GRADE
MONITOR COVER WITH
LOCKING ELECTRONIC
METER READING LID.4" POLYSTYRENE
INSULATION.
SECTION
BACKFLOW PREVENTER IN
INSULATED WATER BOX
ANGLE BALL
METER VALVE (TYP)
112" WATER
METER
CURB STOP AND WASTE
(WATER DRAIN)CURB STOP &
WASTE
8"NOTE:
COVER
METER WITH
4'X4' FLEX
METER PIT
INSULATING
BLANKET
(FORD
MODEL FIB)
112" WATER
METER
CURB STOP & WASTE
(WATER DRAIN)
INSTALL CURB STOP &
WASTE (WATER DRAIN)
COPPER BRACE BAR
(NOT A BY-PASS)
PVC
SUPPORT
END OF COPPER/BRASS
FITTINGS
PLAN
CURB STOP
AND WASTE
1/3 CY OF 3/4"
WASHED ROCK
36"WATER PIPE
FORD PLASTIC
PITSETTER
METER PIT
(OR APPROVE
EQUAL)
6
01C103
7
01C103
8
01C102
9
01C103
CLASS B TRENCH BACKFILL
NTS
ASPHALT PAVEMENT & PATCH
NTS
GRAVITY CLEANOUT
NTS
BURIED VALVE BOX
WITH TRACER WIRE
NTS
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1"2"FILENAME
SCALE
SHEET
DATE
DAN MARCH
10045441
City of Bozeman
Sediment Management
Facility
Bozeman, Montana 2017
DESIGNED BY D. MARCH
DRAWN BY M. WINSLOW
CHECKED BY D. HARMON
T. PETERSON
PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD
DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED INADDENDA AND CHANGE ORDERS AND OTHER INFORMATION
PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEENSUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT
WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS.
RECORD DRAWING:RECORD DRAWING
MARCH 2018
UTILITY NOTES
AND DETAILS II
01C502.dwg
AS NOTED 01C502
SEE NOTE 19
SEE NOTE 20
A LOCK GASKET, OR
APPROVED EQUAL
0.8 x PIPE
DIA
6" SEE
NOTE 1
4" MIN, 4' DIA MANHOLE
6" MIN, 6' DIA MANHOLE
NOTE 11
A LOCK GASKET, OR
APPROVED EQUAL
SOLID WALL PIPE FLEXIBLE JOINT:
BELL OR DOUBLE BELL COUPLER,
TYP
6" MIN, 6' DIA MANHOLES
PRECAST SECTION,
SEE NOTE 11
PRECAST ECCENTRIC CONE,
SEE NOTE 20
SEE NOTE 17ELEVATION VIEW
MANHOLE STEPS 90° FROM PIPE OR AT
LOCATION TO PROVIDE MAXIMUM
DISTANCE FROM SEWER FLOW LINE
4"
MIN
4' OR 6'
(7" TO 8" FROM FLOW LINE)
TYPE 'C' NOTES:3" MIN
PER FOOT
SEE NOTE 16
VIEW FROM TOP
6" TO 8"
PIPE INSERTED INTO MH
2' TO 3' FROM MANHOLE
FLEXIBLE JOINT
FILL CONCRETE AROUND PIPE
TOP OF PIPE LINE
SLOPE TO SPRING LINE
1'-0" AT 1/4"
CHANNEL DEPTH
0.8 PIPE DIA
4'-0" FOR PIPE UNDER 24" ID
6'-0" FOR PIPE 24" ID AND OVER
SEALED JOINT
FLEX JOINT
TYPICAL PIPING AT
DROP MANHOLE
TYPICAL PIPING AT
STANDARD MANHOLE
8" MAX 6" MIN FILL
CONCRETE AROUND PIPE18" MAX TO TOP STEP2'-0"4'-0" (3'-0" MIN)1'-4"6"
STEPS 90°
FROM PIPE
IF POSSIBLE
4" MIN, 4' DIA MANHOLES
2' TO 3'
SEE NOTE 3
UNLESS OTHERWISE NOTED
IFCO #777, OLYMPIC MH-31 RING AND
COVER, OR APPROVED EQUAL SET IN
MASTIC OR MORTAR (SEE NOTE 14 & 15)
CATCHPAN
CONCRETE ADJUSTMENT RINGS SET IN
MASTIC: 12" MAXIMUM 2" MINIMUM
VARIABLEFINISH GRADE
GALVANIZED WIRE HANDLE
1.PRECAST BASE, MINIMUM THICKNESS TO BE 6 INCHES.
2.ALL MANHOLE JOINTS SHALL HAVE O-RING GASKET JOINTS MEETING ASTM C443. INSTALL AN
EXTERNAL JOINT WRAP "CADDILOC" OR APPROVED EQUAL ON ALL JOINTS. FOR TYPE C MANHOLE.
MANHOLE JOINTS SHALL BE SHOWN ON SUBMITTALS.
3.6" CONCRETE ENCASEMENT TO SPRING LINE AND FIRST JOINT OF INLET PIPE. POUR AGAINST
UNDISTURBED EARTH.
4.SEE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS) SECTION 02722 WITH BOZEMAN
AMENDMENTS.
5.ALL JOINTS BETWEEN MANHOLE SECTIONS, ADJUSTING RINGS, MANHOLE RING AND TOP SECTION,
AND AROUND SEWER PIPE INTO MANHOLE SHALL BE WATERTIGHT. JOINTING MATERIAL SHALL BE
"RAM-NEK" OR EQUAL FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL.
6.CONCRETE FOR DROP STRUCTURES SHALL BE FORMED.
7.ALL MANHOLE PENETRATIONS SHALL BE MADE BY CORE DRILLING.
8.DROP MANHOLE CONNECTIONS SHALL BE USED ONLY WHERE SHOWN ON DRAWINGS.
9.CROWN OF LATERAL MAIN SHALL MATCH CROWN OF TRUNK SEWER.
10.MANHOLES PLACED IN UNPAVED AREA SHALL HAVE THE COVERS PLACED 18" ABOVE FINISHED
GRADE, UNLESS OTHERWISE NOTED ON MANHOLE SCHEDULE.
11.THE EXTERIOR OF TYPE 'C' MANHOLES SHALL HAVE A MINIMUM OF 1/16" THICKNESS EXTERIOR
COATING OF "CULVERT MASTIC MF #75CM" OR APPROVED EQUAL MEETING ASTM A 849-90 SPRAYED
OR BRUSH APPLIED. PROVIDE INTERIOR CORROSION COATING WHERE SCHEDULED ON DRAWINGS.
12.TEST TYPE 'C' MANHOLES IN ACCORDANCE WITH ASTM C 1244-93. TEST METHOD FOR CONCRETE
SEWER MANHOLES BY THE NEGATIVE AIR PRESSURE (VACUUM) TEST.
13.PRECAST MANHOLE BASE SECTION (ASTM C478) SHALL BE MONOLITHICALLY POURED WITH THE
MANHOLE WALLS OR CONSTRUCTED WITH AN INTEGRAL WATER STOP GASKET AT THE
CONSTRUCTION JOINT BETWEEN THE BASE AND WALL.
14.DUE TO PROVISIONS IN THE FEDERAL TRANSPORTATION ACT, VENDOR MUST AUTHENTICATE U.S.
ORIGIN OF CASTINGS FOR FEDERALLY FUNDED PROJECTS.
15.CAST "BOZEMAN SEWER" OR "BOZEMAN STORM SEWER" AS APPROPRIATE IN COVER.
16.ALL PVC TO PVC DEFLECTION JOINTS SHALL BE MADE WITH GASKETED PVC REPAIR COUPLING AS A
GPK 906 STYLE COUPLING OR EQUIVALENT. THE USE OF A PIPE BELL AND SPIGOT ASSEMBLY WILL
ALSO BE ALLOWED.
17.ALL TYPE C PRECAST MANHOLE BASES SHALL HAVE INTEGRAL FLOOR AND BASE.
18.IFCO #777 MANHOLE RING AND COVER MODIFIED WITH 3-BOLT TAB MOUNTING, O-RING GASKET AND
SEALED POCKET LIFT HANDLE.
19.REFERENCE PROJECT PLAN AND PROFILE DRAWINGS FOR FLOW DROPS ACROSS MANHOLES.
PIPELINE GRADE DROPS ARE DELINEATED AT CENTERLINE OF MANHOLE. IN LOCATIONS WHERE
DROP IS NOT SHOWN, DROP SHALL EQUAL A MIN OF 0.05 FT OR MATCHING PIPELINE SLURE.
20.FOR 4'-0" DIA MANHOLES, PROVIDE MIN 4'-0" FROM PIPELINE CROWN TO START OF PRECAST
ECCENTRIC CONE SECTION.
1
01C103
SANITARY SEWER MANHOLE W/
PRECAST BASE (MANHOLE TYP C)
NTS
1
A
B
C
2 3 4 5 6 7 8
D
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1"2"FILENAME
SCALE
SHEET
DATE
DAN MARCH
10045441
City of Bozeman
Sediment Management
Facility
Bozeman, Montana 2017
DESIGNED BY D. MARCH
DRAWN BY M. WINSLOW
CHECKED BY D. HARMON
T. PETERSON
PREPARED ACCORDING TO CONSTRUCTION RECORDS. RECORD
DRAWINGS PREPARED FROM RECORD INFORMATION CONTAINED INADDENDA AND CHANGE ORDERS AND OTHER INFORMATION
PROVIDED BY THE CONTRACTOR. THESE HAVE NOT BEENSUPPLEMENTED WITH INFORMATION KNOWN TO THE ENGINEER THAT
WAS NOT INDICATED BY THE CONTRACTOR'S RECORDS.
RECORD DRAWING:RECORD DRAWING
MARCH 2018
UTILITY NOTES
AND DETAILS III
01C503.dwg
AS NOTED 01C503