Attachment 2 Drawings (BIHO 186113_Plans - FINAL Signed).pdf

PDF 3 MB Posted Dec 13, 2019

Attached to: Repair/replace sewer lines, Big Hole NB, Wisdom MT
Solicitation number: 140P8320R0002
Issued by: Department of the Interior National Park Service Pacific West Region

View the file

Other files

File	Type	Posted
Sol_140P8320R0002_Amd_0003.pdf	PDF	Feb 24, 2020
Attachment 11 Pipe Bedding gradation clarification_0003.pdf	PDF	Feb 24, 2020
Attachment 7 BIHO housing MEP 1993.pdf	PDF	Feb 20, 2020
Attachment 8 BIHO utilities 1968.pdf	PDF	Feb 20, 2020
Attachment 9 BIHO sewer mod 2005.pdf	PDF	Feb 20, 2020
Sol_140P8320R0002_Amd_0002.pdf	PDF	Feb 20, 2020
Attachment 10a 01 57 23.10 - UNDER AN ACRE POLLUTION PREVENTION_0002.pdf	PDF	Feb 20, 2020
Attachment 6 Site Visit Notes BIHO 186113_0002.pdf	PDF	Feb 20, 2020
Attachment 10b UnderAnAcre-UPPP_Template_3-30-16_0002.docx	DOCX document	Feb 20, 2020
Attachment 4a Revised Wage Determination (MT75)_0001.pdf	PDF	Feb 5, 2020
Sol_140P8320R0002_Amd_0001.pdf	PDF	Feb 5, 2020
forms to return with proposal 140P8320R0002.docx	DOCX document	Dec 13, 2019
Sol_140P8320R0002.pdf	PDF	Dec 13, 2019
Attachment 3 Clarifications to SOW.pdf	PDF	Dec 13, 2019
Attachment 1 Statement of Work (BIHO 186113 FINAL Signed).pdf	PDF	Dec 13, 2019
Attachment 4 Wage Determination (MT75).pdf	PDF	Dec 13, 2019
Attachment 5 Clause Deviations.pdf	PDF	Dec 13, 2019
FAQs for RFQ 140P8320R0002.pdf	PDF	Dec 13, 2019

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4/30/2019

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NORTH FORK

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PARK ENTRANCE ROAD)

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(17 MILES FROM

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RUBY

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CREEK

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TRAIL

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(10 MILES)

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SITE

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HOWITZER

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CAMP TRAIL

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CAMP

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SITE OF

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MONUMENT

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BIG HOLE

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RIVER

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IDAHO

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DILLON

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NATIONAL

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BIG HOLE

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HAMILTON

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MISSOULA

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BUTTE

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HELENA

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BIG HOLE NATIONAL BATTLEFIELD

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PARKING

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VISITOR CENTER

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NATIONAL BATTLEFIELD BOUNDARY

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STATE

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF DRAWING

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REPLACE SEWAGE COLLECTION PIPES

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BEAVERHEAD

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BIG HOLE NATIONAL BATTLEFIELD

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PACIFIC WEST

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SOUTHWESTERN

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MONTANA

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341/92,000; 341/80,004A 2/81; REVISED & REDRAWN 4/93. UPDATED 10/98. SGS.

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SHEET NO.

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DRAWING SHEET DESCRIPTION

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PROJECT LOCATION

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MATTHEW C.

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SCHMITTER

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COVER

file:///P:/Clients/National%20Park%20Service/PWR%20SF%20IDIQ/Projects/Big%20Hole%20National%20Battlefield/BIHO%20Project%201_SS%20Main%20Replacement/DWG/DRAWING/COVER%20SHEET.DWG AutoCAD SHX Text

COVER SHEET

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SURVEY CONTROL & SITE PLAN

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GENERAL NOTES, LEGEND, & ABBREVIATIONS

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SEWER LINE PLAN & PROFILE

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DETAILS

Control Point Table

Point #

Elevation

6312.19

6304.33

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Description

GASTON AC

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6292.53

28 6291.95

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CP 1

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EDGE OF LAGOON TABLE

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POINT #

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ELEVATION

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CONTROL POINT TABLE

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POINT #

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ELEVATION

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NORTHING

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EASTING

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DESCRIPTION

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GASTON AC

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1/4 COR AC

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CONTROL POINT TABLE

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POINT #

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ELEVATION

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NORTHING

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EASTING

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GASTON AC

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SHEET

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PKG.

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NO.

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DATE:

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DESIGNED:

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DRAWING NO.

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SURVEY CONTROL &

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SITE PLAN

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Q. CLEMENTS

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L. ABEN

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SEWER MAIN REPLACEMENT

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BIG HOLE NATIONAL BATTLEFIELD

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MANHOLE #7 RIM ELEV = 6301.63' FL ELEV = 6294.74'

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MANHOLE #6 RIM ELEV = 6300.09' FL ELEV = 6293.19'

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MANHOLE #5 RIM ELEV = 6302.26' FL ELEV = 6295.54'

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MANHOLE #4 RIM ELEV = 6303.77' FL ELEV = 6297.07'

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MANHOLE #3 RIM ELEV = 6305.86' FL ELEV = 6298.68'

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MANHOLE #10 RIM ELEV = 6305.45' FL ELEV = 6301.53'

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MANHOLE #1 RIM ELEV = 6310.98' FL ELEV = 6305.76'

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MANHOLE #9 RIM ELEV = 6310.33' FL ELEV = 6304.15'

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MANHOLE #2 RIM ELEV = 6306.72' FL ELEV = 6300.16'

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REPAIR AREA #1: VC TO MH #7

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DISTRIBUTION VAULT LID ELEV = 6295.56'

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WATER LEVEL ELEV = 6291.23'

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OVERFLOW STRUCT. LID ELEV = 6293.67'

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EXISTING SEWAGE EFFLUENT LAGOON SYSTEM

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WATER LEVEL ELEV = 6291.27'

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DISTRIBUTION VAULT LID ELEV = 6294.04'

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REPAIR AREA #2: SEPTIC TANK TO PS#1

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EXISTING DRAINFIELD

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REPAIR AREA #6: MH #2 TO MH #9

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REPAIR AREA #7: MAINTENANCE BLDG. LATERAL TO MH #1

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REPAIR AREA #3: MH #7 TO MH#6

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SCALE OF FEET

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REPAIR AREA #4: MH #6 TO MH#5

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PROPANE

MATTHEW C.

SCHMITTER

MONT ANA

No. 28848 PE L I

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SED

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4/30/2019

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SUB SHEET NO.

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TITLE OF SHEET

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SHEET

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PKG.

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NO.

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DATE:

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TECH. REVIEW:

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DESIGNED:

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DRAWING NO.

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GENERAL NOTES,

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LEGEND, &

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ABBREVIATIONS

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AutoCAD SHX Text 186113

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Q. CLEMENTS

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L. ABEN

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SEWER MAIN REPLACEMENT

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BIG HOLE NATIONAL BATTLEFIELD

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AutoCAD SHX Text GENERAL NOTES: : 1. CONTRACTOR TO RECYCLE/DISPOSE OF ALL WASTE MATERIAL PER SECTION CONTRACTOR TO RECYCLE/DISPOSE OF ALL WASTE MATERIAL PER SECTION 017419 OF THE PROJECT SPECIFICATIONS. 2. MAINTAIN ORANGE SAFETY FENCING AROUND OPEN EXCAVATIONS WHEN WORK MAINTAIN ORANGE SAFETY FENCING AROUND OPEN EXCAVATIONS WHEN WORK IS NOT ACTIVELY IN PROGRESS AND DURING NON-WORK HOURS. 3. CONDUCT ACTIVITIES SO THAT INTERFERENCE WITH THE PUBLIC SHALL BE CONDUCT ACTIVITIES SO THAT INTERFERENCE WITH THE PUBLIC SHALL BE KEPT TO A MINIMUM. SCHEDULE ACTIVITIES REQUIRING CLOSURE TO THE PUBLIC WITH THE CO AT LEAST 7 DAYS IN ADVANCE. 4. CONTRACTOR SHALL CONTACT DIG ALERT AND FIELD VERIFY ALL UTILITIES CONTRACTOR SHALL CONTACT DIG ALERT AND FIELD VERIFY ALL UTILITIES PRIOR TO EXCAVATION. DIAL 1-800-227-2600 BEFORE YOU DIG. 5. SPACE WILL BE MADE AVAILABLE TO CONTRACTOR FOR STORAGE AND FOR A SPACE WILL BE MADE AVAILABLE TO CONTRACTOR FOR STORAGE AND FOR A TEMPORARY OFFICE IN PROXIMITY TO THE PROJECT AREA. CONTRACTOR SHALL IDENTIFY SPACE REQUIREMENTS AND PROPOSE LOCATION OF STORAGE AND TEMPORARY OFFICE PRIOR TO CONSTRUCTION. LOCATION IS SUBJECT TO REVIEW AND APPROVAL OF THE CO. 6. DO NOT SCALE DRAWINGS. ALL MEASUREMENTS ARE IN IMPERIAL UNITS DO NOT SCALE DRAWINGS. ALL MEASUREMENTS ARE IN IMPERIAL UNITS UNLESS OTHERWISE NOTED. 7. EXISTING INFORMATION INDICATED IS BASED ON LIMITED FIELD INVESTIGATIONS EXISTING INFORMATION INDICATED IS BASED ON LIMITED FIELD INVESTIGATIONS AND GOVERNMENT-SUPPLIED INFORMATION AVAILABLE AT TIME OF DESIGN. VERIFY ALL EXISTING CONDITIONS, PRIOR TO COMMENCEMENT OF WORK. NOTIFY THE CO IF ANY DISCREPANCIES ARE DISCOVERED. 8. WHEN A DETAIL IS IDENTIFIED AS "TYPICAL," APPLY DETAIL FOR CONSTRUCTION WHEN A DETAIL IS IDENTIFIED AS "TYPICAL," APPLY DETAIL FOR CONSTRUCTION OF EVERY LIKE CONDITION, EVEN IF REFERENCE TO THE DETAIL IS NOT REPEATED IN EVERY INSTANCE. IN CASES OF CONFLICT BETWEEN A SPECIFICALLY REFERENCED DETAIL AND A TYPICAL DETAIL, SPECIFICALLY REFERENCED DETAIL SHALL GOVERN. 9. PROTECT EXISTING WORK WHICH IS TO REMAIN IN PLACE, BE REUSED, OR PROTECT EXISTING WORK WHICH IS TO REMAIN IN PLACE, BE REUSED, OR REMAIN THE PROPERTY OF THE GOVERNMENT. 10. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY TRAFFIC CONTROL DURING CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION, MAINTAIN (1) MINIMUM 10 FT WIDTH AT ALL TIMES. 11. MINIMIZE CONSTRUCTION IMPACTS TO SOILS, WATER, PLANTS, AND ANIMALS, MINIMIZE CONSTRUCTION IMPACTS TO SOILS, WATER, PLANTS, AND ANIMALS, AND OTHER NATURAL RESOURCES DURING CONSTRUCTION. CONFINE CONSTRUCTION OPERATIONS TO MINIMUM PRACTICAL AREA. IN NO CASE SHALL CONSTRUCTION OPERATIONS EXTEND BEYOND LIMITS OF CONSTRUCTION INDICATED WITHOUT PRIOR APPROVAL BY THE CO AND SHALL NOT EXTEND OUTSIDE ROAD SHOULDER. CONTRACTOR SHALL LIMIT TURN AROUND TO EXISTING PULLOUTS, DRIVES, AND PARKING AREAS. 12. CONDUCT ALL OPERATIONS IN ACCORDANCE WITH APPROVED, CONDUCT ALL OPERATIONS IN ACCORDANCE WITH APPROVED, CONTRACTOR-PREPARED, STORMWATER POLLUTION PREVENTION PLAN AND TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN. 13. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING REDLINE "AS-BUILT" CONTRACTOR IS RESPONSIBLE FOR MAINTAINING REDLINE "AS-BUILT" DRAWINGS DURING CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT THE REDLINE DWGS TO THE CO FOR REVIEW/APPROVAL. 14. ALL NEW CONSTRUCTION AND WORKMANSHIP SHALL COMPLY WITH LOCAL, ALL NEW CONSTRUCTION AND WORKMANSHIP SHALL COMPLY WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS FOR CODE COMPLIANCE. WHERE CONFLICTS OCCUR, THE MOST STRINGENT SHALL APPLY.

AutoCAD SHX Text GENERAL ABBREVIATIONS @ AT AT ' FEET FEET " INCHES INCHES # NUMBER NUMBER BLD BUILDING BUILDING BLDG BUILDING BUILDING BM BENCHMARK BENCHMARK CL CENTERLINE OF ROAD CENTERLINE OF ROAD CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CORRUGATED METAL PIPE ARCH CP CONTROL POINT CONTROL POINT CV CUTOFF VALVE CUTOFF VALVE EBT EDGE OF BLACKTOP EDGE OF BLACKTOP EOA EDGE OF ASPHALT EDGE OF ASPHALT EOC EDGE OF CONCRETE EDGE OF CONCRETE EOR EDGE OF ROAD/DIRT/IMPROVED EDGE OF ROAD/DIRT/IMPROVED FL FLOW LINE FLOW LINE FNC FENCE LINE FENCE LINE FP FLAG POLE FLAG POLE GB GRADE BREAK GRADE BREAK G GAS GAS GM GAS METER GAS METER GP GUARD POLE GUARD POLE GS GROUND SHOT GROUND SHOT HYD FIRE HYDRANT FIRE HYDRANT INV INVERT ELEVATION INVERT ELEVATION LIGHT LAWN LIGHTING LAWN LIGHTING LP LIGHT POLE LIGHT POLE MB MAILBOX UNIT MAILBOX UNIT MH MANHOLE MANHOLE OHEC OVERHEAD ELECTRIC CABLE OVERHEAD ELECTRIC CABLE OHTC OVERHEAD TELEPHONE CABLE OVERHEAD TELEPHONE CABLE POND SEWAGE PONDS SEWAGE PONDS PP POWER POLE POWER POLE PPN PAY PHONE PAY PHONE RAIL HANDRAIL HANDRAIL RAMP HANDICAP ACCESSIBLE RAMP HANDICAP ACCESSIBLE RAMP S SANITARY SEWER SANITARY SEWER SH SPRINKLER HEAD SPRINKLER HEAD SN SIGN SIGN ST STORM SEWER STORM SEWER SW SIDE WALK SIDE WALK TOW TOP OF WALL TOP OF WALL TR TRASH CAN TRASH CAN UE UNDERGROUND ELECTRIC CABLE UNDERGROUND ELECTRIC CABLE UFO UNDERGROUND FIBER OPTIC UNDERGROUND FIBER OPTIC UT UNDERGROUND TELEPHONE CABLE UNDERGROUND TELEPHONE CABLE V VALVE VALVE W WATER WATER W/ WITH WITH WA WALLWALL

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EX BUILDING

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SUB SHEET NO.

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TITLE OF SHEET

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SHEET

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PKG.

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NO.

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DATE:

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DESIGNED:

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DRAWING NO.

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SEWER LINE

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PLAN & PROFILE

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AutoCAD SHX Text 186113

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Q. CLEMENTS

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L. ABEN

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SEWER MAIN REPLACEMENT

AutoCAD SHX Text

BIG HOLE NATIONAL BATTLEFIELD

AutoCAD SHX Text C02

AutoCAD SHX Text

SEWER LINE PLAN - REPAIR AREA #1 VISITOR CENTER TO MANHOLE #7

AutoCAD SHX Text SEWER LINE PROFILE - REPAIR AREA #1 VISITOR CENTER TO MANHOLE #7 SCALE = H: 1"=20', V: 1"=10'

AutoCAD SHX Text SEWER LINE PROFILE - REPAIR AREA #2 SEPTIC TANK TO PUMP STATION #1 SCALE = H: 1"=20', V: 1"=10'

AutoCAD SHX Text

SEWER LINE PLAN - REPAIR AREA #2 SEPTIC TANK TO PUMP STATION #1

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

MH# 7 RIM 6301.63 FL 6294.74

AutoCAD SHX Text LOCATE EXISTING SANITARY SEWER STUB EXITING BUILDING. INSTALL NEW CLEANOUT ON EXISTING LATERAL AND EXTEND NEW PIPE FROM CLEANOUT TO MH #7

AutoCAD SHX Text

PROPOSED SS LATERAL 104 LF 4" PVC SLOPE = 2% ±

AutoCAD SHX Text

SS CLEANOUT RIM 6301.69 IE 6296.86±

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AutoCAD SHX Text C07

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text EXISTING SS LATERAL TO BE REPLACED 104 LF 4" CAST IRON SLOPE = 2%±(CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH)

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

MH# 7 RIM 6301.63 FL 6294.74

AutoCAD SHX Text

EXISTING SS PIPE TO REMAIN (MH #7 TO MH #6)

AutoCAD SHX Text

CONNECT NEW SS MAIN TO MH #7. MATCH EXISTING FLOWLINE

AutoCAD SHX Text CONCRETE REPAIR AREA: DEMO EXISTING CONCRETE TO NEAREST JOINTS AND REPAIR/REPLACE TO MATCH EXISTING CONCRETE

AutoCAD SHX Text EXISTING SS LATERAL TO BE REPLACED: 104 LF 4" CAST IRON SLOPE = 2%+/- (CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH)

AutoCAD SHX Text CONTRACTOR TO ENSURE EXISTING ENTRY STRUCTURE IS PROTECTED AND REMAINS STABLE DURING SS LATERAL REPLACEMENT

AutoCAD SHX Text

EXISTING VISITOR CENTER BUILDING

AutoCAD SHX Text

PROPOSED SS LATERAL 104 LF 4" PVC SLOPE = 2% ±

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AutoCAD SHX Text C07

AutoCAD SHX Text LOCATE EXISTING SANITARY SEWER STUB EXITING BUILDING. INSTALL NEW CLEANOUT ON EXISTING LATERAL AND EXTEND NEW PIPE FROM CLEANOUT TO MH #7

AutoCAD SHX Text

SS CLEANOUT RIM 6301.69 IE 6296.86±

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

PUMP STATION #1 RIM 6301.20

AutoCAD SHX Text

EXISTING SS PIPE TO BE REPLACED: 5 LF 4" CAST IRON

AutoCAD SHX Text

PROPOSED SS PIPE: 5 LF 4" PVC PIPE (MATCH EXISTING INVERT ELEVATIONS)

AutoCAD SHX Text

EXISTING 6,000 GALLON CONCRETE SEPTIC TANK RIM (ACCESS RISERS) 6299.19

AutoCAD SHX Text

EXISTING SS PIPE TO REMAIN (MH #6 TO SEPTIC TANK)

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

MH #6 RIM 6300.09 FL 6293.19

AutoCAD SHX Text

EXISTING SS PIPE TO REMAIN (MH #7 TO MH #6)

AutoCAD SHX Text

EXISTING SS FORCE MAIN TO REMAIN (TO LAGOON SYSTEM)

AutoCAD SHX Text

PUMP STATION #1 RIM 6301.20

AutoCAD SHX Text

PROPOSED SS PIPE: 5 LF 4" PVC PIPE (MATCH EXISTING INVERT ELEVATIONS)

AutoCAD SHX Text

EXISTING SS PIPE TO BE REPLACED: 5 LF 4" CAST IRON

AutoCAD SHX Text

EXISTING 6,000 GALLON CONCRETE SEPTIC TANK RIM (ACCESS RISERS) 6299.19

AutoCAD SHX Text

EXISTING SS PIPE TO REMAIN (MH #6 TO SEPTIC TANK)

AutoCAD SHX Text

EXISTING SS PIPE TO REMAIN (MH #7 TO MH #6)

AutoCAD SHX Text

MH #6 RIM 6300.09 FL 6293.19

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text

SCALE OF FEET

1" = 10'

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SUB SHEET NO.

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SHEET

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PKG.

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NO.

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DATE:

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TECH. REVIEW:

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DESIGNED:

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DRAWING NO.

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SEWER LINE

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PLAN & PROFILE

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AutoCAD SHX Text 217115

AutoCAD SHX Text

Q. CLEMENTS

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L. ABEN

AutoCAD SHX Text

SEWER MAIN REPLACEMENT

AutoCAD SHX Text

BIG HOLE NATIONAL BATTLEFIELD

AutoCAD SHX Text C03

AutoCAD SHX Text SEWER LINE PROFILE - REPAIR AREA #3 MANHOLE #7 TO MANHOLE #6 SCALE = H: 1"=20', V: 1"=10'

AutoCAD SHX Text

MH# 7 RIM 6301.63 FL 6294.74

AutoCAD SHX Text

MH# 7 RIM 6301.63 FL 6294.74

AutoCAD SHX Text

MH# 6 RIM 6300.09 FL 6293.19

AutoCAD SHX Text

SEWER LINE PLAN - REPAIR AREA #3 MANHOLE #7 TO MANHOLE #6

AutoCAD SHX Text SEWER LINE PROFILE - REPAIR AREA #4 MANHOLE #6 TO MANHOLE #5 SCALE = H: 1"=20', V: 1"=10'

AutoCAD SHX Text

SEWER LINE PLAN - REPAIR AREA #4 MANHOLE #6 TO MANHOLE #5

AutoCAD SHX Text

MH# 6 RIM 6300.09 FL 6293.19

AutoCAD SHX Text

MH# 6 RIM 6300.09 FL 6293.19

AutoCAD SHX Text

MH# 6 RIM 6300.09 FL 6293.19

AutoCAD SHX Text

MH# 5 RIM 6302.26 FL 6295.54

AutoCAD SHX Text

MH# 5 RIM 6302.26 FL 6295.54

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

INSTALL 6" CIPP LINER IN EXISTING SS MAIN 184 LF 6" CLAY SLOPE = 0.83%

AutoCAD SHX Text

INSTALL 6" CIPP LINER IN EXISTING SS MAIN 184 LF 6" CLAY SLOPE = 0.83%

AutoCAD SHX Text

INSTALL 6" CIPP LINER IN EXISTING SS MAIN 305 LF 6" CLAY SLOPE = 0.76%

AutoCAD SHX Text

INSTALL 6" CIPP LINER IN EXISTING SS MAIN 305 LF 6" CLAY SLOPE = 0.76%

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text

SCALE OF FEET

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SUB SHEET NO.

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TITLE OF SHEET

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SHEET

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PKG.

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NO.

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DATE:

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TECH. REVIEW:

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DESIGNED:

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DRAWING NO.

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SEWER LINE

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PLAN & PROFILE

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AutoCAD SHX Text 217115

AutoCAD SHX Text

Q. CLEMENTS

AutoCAD SHX Text

L. ABEN

AutoCAD SHX Text

SEWER MAIN REPLACEMENT

AutoCAD SHX Text

BIG HOLE NATIONAL BATTLEFIELD

AutoCAD SHX Text C04

AutoCAD SHX Text SEWER LINE PROFILE - REPAIR AREA #5 MANHOLE #4 TO MANHOLE #3 SCALE = H: 1"=20', V: 1"=10'

AutoCAD SHX Text

SEWER LINE PLAN - REPAIR AREA #5 MANHOLE #4 TO MANHOLE #3

AutoCAD SHX Text

MH# 4 RIM 6303.77 FL 6297.07

AutoCAD SHX Text

MH# 4 RIM 6303.77 FL 6297.07

AutoCAD SHX Text

MH# 3 RIM 6305.86 FL 6298.68

AutoCAD SHX Text

MH# 3 RIM 6305.86 FL 6298.68

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

INSTALL 6" CIPP LINER IN EXISTING SS MAIN 238 LF 6" CLAY SLOPE = 0.68%

AutoCAD SHX Text

INSTALL 6" CIPP LINER IN EXISTING SS MAIN 238 LF 6" CLAY SLOPE = 0.68%

AutoCAD SHX Text

SCALE OF FEET

4/30/2019

AutoCAD SHX Text S

AutoCAD SHX Text

SUB SHEET NO.

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TITLE OF SHEET

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SHEET

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PKG.

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NO.

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DATE:

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TECH. REVIEW:

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DESIGNED:

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DRAWING NO.

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SEWER LINE

AutoCAD SHX Text

PLAN & PROFILE

AutoCAD SHX Text

AutoCAD SHX Text 186113

AutoCAD SHX Text

Q. CLEMENTS

AutoCAD SHX Text

L. ABEN

AutoCAD SHX Text

SEWER MAIN REPLACEMENT

AutoCAD SHX Text

BIG HOLE NATIONAL BATTLEFIELD

AutoCAD SHX Text C05

AutoCAD SHX Text

SEWER LINE PLAN - REPAIR AREA #6 MANHOLE #9 TO MANHOLE #2

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

EXISTING SS PIPE TO REMAIN (MH #2 TO MH #3)

AutoCAD SHX Text

MH #2 RIM 6306.72 FL 6300.16

AutoCAD SHX Text

EXISTING SS PIPE TO BE REPLACED: 214 LF 6" CLAY, PVC & CAST IRON SLOPE = 1.83%

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

MN #2 RIM 6306.72 FL 6300.16

AutoCAD SHX Text

EXISTING SS PIPE TO REMAIN (MH #2 TO MH #3)

AutoCAD SHX Text

EXISTING SS PIPE TO REMAIN (MH #10 TO MH #2)

AutoCAD SHX Text

EXISTING SS PIPE TO BE REPLACED: 214 LF 6" CLAY, PVC & CAST IRON SLOPE = 1.83%

AutoCAD SHX Text

PROPOSED PIPE: 214 LF 6" PVC SLOPE = 1.83%

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

EXISTING SS PIPE TO REMAIN (MH #1 TO MH #9)

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

MH #1 RIM 6310.98 FL 6305.76

AutoCAD SHX Text

PROPOSED PIPE: 214 LF 6" PVC SLOPE = 1.83%

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

MH #9 RIM 6310.33 FL 6304.15

AutoCAD SHX Text

EXISTING SS PIPE TO REMAIN (MH #1 TO MH #9)

AutoCAD SHX Text

MH #9 RIM 6310.33 FL 6304.15

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

MH #1 RIM 6310.98 FL 6305.76

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

MATTHEW C.

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SCHMITTER

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AutoCAD SHX Text N

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AutoCAD SHX Text A

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AutoCAD SHX Text A

AutoCAD SHX Text No. 28848 PEo. 28848 PE

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AutoCAD SHX Text I

AutoCAD SHX Text C

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AutoCAD SHX Text D

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AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

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AutoCAD SHX Text A

AutoCAD SHX Text L

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AutoCAD SHX Text G

AutoCAD SHX Text I

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AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

MH #10 RIM 6305.45 FL 6301.53

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 10'

SEWER LINE PROFILE - REPAIR AREA #6 MANHOLE #9 TO MANHOLE #2 SCALE = H: 1"=20', V: 1"=10'

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EX BUILDING

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SUB SHEET NO.

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TITLE OF SHEET

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SHEET

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PKG.

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NO.

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DATE:

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TECH. REVIEW:

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DESIGNED:

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DRAWING NO.

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SEWER LINE

AutoCAD SHX Text

PLAN & PROFILE

AutoCAD SHX Text

AutoCAD SHX Text 186113

AutoCAD SHX Text

Q. CLEMENTS

AutoCAD SHX Text

L. ABEN

AutoCAD SHX Text

SEWER MAIN REPLACEMENT

AutoCAD SHX Text

BIG HOLE NATIONAL BATTLEFIELD

AutoCAD SHX Text C06

AutoCAD SHX Text

SEWER LINE PLAN - REPAIR AREA #7 MAINTENANCE FACILITY TO MANHOLE #1

AutoCAD SHX Text SEWER LINE PLAN - REPAIR AREA #7 (CONTINUED) MAINTENANCE FACILITY LATERAL - CLEANOUT TO WYE CONNECTION

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

EXISTING PIPE: 36 LF 6" CLAY SLOPE = XX

AutoCAD SHX Text

MH #1 RIM 6310.98 FL 6305.76

AutoCAD SHX Text

PROPOSED PIPE: 24 LF 8" PVC SLOPE = 0.5%

AutoCAD SHX Text

SS CLEANOUT (STA 0+56.00) RIM 6310.92 IE 6306.69±

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

EXISTING SS PIPE TO REMAIN (MH #1 TO MH #9)

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

MH #1 RIM 6310.98 FL 6305.76

AutoCAD SHX Text

EXISTING SS PIPE TO BE REPLACED: 36 LF 6" CLAY

AutoCAD SHX Text

PROPOSED PIPE: 24 LF 8" PVC SLOPE = 0.5%

AutoCAD SHX Text

SS CLEANOUT (STA 0+56.00) RIM 6310.92 IE 6306.69±

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text CONCRETE REPAIR AREA: DEMO EXISTING CONCRETE TO NEAREST JOINTS AND REPAIR/REPLACE TO MATCH EXISTING CONCRETE

AutoCAD SHX Text

SS CLEANOUT (STA 1+27.46) RIM 6310.92 IE 6306.69±

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

MH #1 RIM 6310.98 FL 6305.76

AutoCAD SHX Text

8" WYE CONNECTION TO PRIMARY BUILDING LATERAL

AutoCAD SHX Text CONNECTION TO EXISTING BUILDING LATERIAL (4 TOTAL - TYP): LOCATE EXISTING 4" SS LATERAL. INSTALL 8" WYE IN NEW COLLECTION MAIN AND CONNECT TO EXISTING 4" LATERAL WITH REDUCING COUPLER

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

EXISTING SS PIPE TO BE REPLACED: 127 LF 4" CAST IRON

AutoCAD SHX Text

SS CLEANOUT (STA 1+27.46) RIM 6310.92 IE 6306.69±

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text SEE REPLACEMENT AREA #4 (CONTINUED) PLAN AND PROFILE FOR REPLACEMENT REQUIREMENTS

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

PROPOSED PIPE: 127 LF 8" PVC SLOPE = 0.5%

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

8" WYE CONNECTION TO PRIMARY BUILDING LATERAL

AutoCAD SHX Text

CONNECT TO EXISTING 4" BUILDING LATERAL WITH WYE CONNECTION (TYP - 4 PLACES)

AutoCAD SHX Text

PROPOSED PIPE: 127 LF 8" PVC SLOPE = 0.5%

AutoCAD SHX Text

AutoCAD SHX Text C07

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text SEWER LINE PROFILE - REPAIR AREA #7 MAINTENANCE FACILITY TO MANHOLE #1 SCALE = H: 1"=20', V: 1"=10'

SEWER LINE PROFILE - REPAIR AREA #7 (CONTINUED) MAINTENANCE FACILITY LATERAL TO CLEANOUT TO WYE CONNECTION SCALE = H: 1"=20', V: 1"=10'

MONT ANA

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AutoCAD SHX Text

SUB SHEET NO.

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TITLE OF SHEET

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SHEET

AutoCAD SHX Text

PKG.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

AutoCAD SHX Text 217115

AutoCAD SHX Text

Q. CLEMENTS

AutoCAD SHX Text

L. ABEN

AutoCAD SHX Text

SEWER MAIN REPLACEMENT

AutoCAD SHX Text

BIG HOLE NATIONAL BATTLEFIELD

AutoCAD SHX Text C07

AutoCAD SHX Text

MANHOLE CONNECTION DETAIL SCALE: NOT TO SCALE

AutoCAD SHX Text

INSTALL RUBBER BOOT SIZED TO MATCH INLET SIZE AND PIPE MATERIAL

AutoCAD SHX Text

NEAT LINE

AutoCAD SHX Text

SANITARY SEWER MARKER / DETECTOR TAPE & LOCATER WIRE

AutoCAD SHX Text

NEAT LINE

AutoCAD SHX Text NOTES: 1. DETAIL PERTAINS TO PIPE SIZES 12" AND UNDER. DETAIL PERTAINS TO PIPE SIZES 12" AND UNDER. 2. ALL TRENCH BACKFILL SHALL BE CLEAN EARTH OR SAND, FREE ALL TRENCH BACKFILL SHALL BE CLEAN EARTH OR SAND, FREE FROM CLAY, FROZEN LUMPS, ROOTS OR MOISTURE IN EXCESS OF THAT PERMITTING REQUIRED COMPACTION. ROCKS OR LUMPS LARGER THAN 3 INCHES MAXIMUM SHALL NOT BE USED FOR PIPE ZONE BACKFILL. 3. USE OF NATIVE MATERIAL FOR BACKFILL MAY BE APPROVED BY THE USE OF NATIVE MATERIAL FOR BACKFILL MAY BE APPROVED BY THE CONTRACTING OFFICER.

AutoCAD SHX Text MAX. TRENCH OPENING SHALL NOT EXCEED 30" OR 1-1/2 TIMES THE OUTSIDE DIAMETER OF THE PIPE, PLUS 18", WHICHEVER IS GREATER.

AutoCAD SHX Text

TYPICAL TRENCH SCALE: NOT TO SCALE

AutoCAD SHX Text

APPROXIMATE 3" CROWN FOR SETTLEMENT

AutoCAD SHX Text CRIBBING & SHEETING AS REQUIRED PER SECTION 31 23 23 OF THE PROJECT SPECIFICATIONS

AutoCAD SHX Text

45° BEND

AutoCAD SHX Text

PIPE DIAMETER PER PLAN

AutoCAD SHX Text

WYE

AutoCAD SHX Text

IF LINE DEAD ENDS, INSTALL WATER TIGHT PLUG

AutoCAD SHX Text

COMPACTED BACKFILL

AutoCAD SHX Text

RISER (AS NEEDED)

AutoCAD SHX Text

FILL WITH SAND OR CRUSHED SURFACING TOP COURSE MATERIAL

AutoCAD SHX Text

CAP OR PLUG

AutoCAD SHX Text

NOTE CAST IRON COVER SHALL READ "SEWER", "STORM" OR "CO."

AutoCAD SHX Text PLASTIC (LANDSCAPE AREAS) OR CAST IRON RING & COVER. OPENING DIAMETER 4" LARGER THAN NOMINAL PIPE SIZE, H-20 RATED IN PAVED AREAS.

AutoCAD SHX Text

SANITARY SEWER CLEANOUT SCALE: NOT TO SCALE

AutoCAD SHX Text

NEW CONNECTION TO EXISTING MANHOLE. SIZE AND LOCATION AS SHOWN ON PLANS

AutoCAD SHX Text

EXISTING PIPE CONNECTION. SIZE AND LOCATION AS SHOWN ON PLANS

AutoCAD SHX Text

4" LATERAL CONNECTION SCALE: NOT TO SCALE

AutoCAD SHX Text

AutoCAD SHX Text C02-C04

AutoCAD SHX Text

AutoCAD SHX Text C02, C04

AutoCAD SHX Text

AutoCAD SHX Text C02-C04

AutoCAD SHX Text

AutoCAD SHX Text C04

AutoCAD SHX Text

8" 45° BEND

AutoCAD SHX Text

PIPE DIAMETER PER PLAN

AutoCAD SHX Text

8" WYE

AutoCAD SHX Text

COMPACTED BACKFILL

AutoCAD SHX Text

PROPOSED 8" SEWER LATERAL

AutoCAD SHX Text

DIRECTION OF WW FLOW

AutoCAD SHX Text

EXISTING 4" BUILDING LATERAL

AutoCAD SHX Text 8" x 4" REDUCER

8" SEWER PIPE (SIZE TO FIT)

Sheets and Views

COVER COVER SHEET

G01 SURVEY CONTROL & SITE PLAN

C01 GENERAL NOTES, LEGEND, & ABBREVIATIONS

C02 SEWER LINE PLAN & PROFILE

C03 SEWER LINE PLAN & PROFILE

C04 SEWER LINE PLAN & PROFILE

C05 SEWER LINE PLAN & PROFILE

C06 SEWER LINE PLAN & PROFILE

C07 DETAILS

File details come from the government source that posted it. Updated Dec 13, 2019.