Attachment_3_-_Plans.pdf

PDF 14 MB Posted May 31, 2022

Attached to: Rehab Madison Junction Water Treatment System Federal contract opportunity
Solicitation number: 140P1422R0006
Issued by: Department of the Interior National Park Service Intermountain Region

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal contract opportunity from the Department of the Interior National Park Service Intermountain Region to rehabilitate the Madison Junction Water Treatment and Spring Collection System in Yellowstone National Park. The solicitation number for this opportunity is 140P1422R0006. The contract aims to rehabilitate the existing water treatment and spring collection infrastructure to ensure continued delivery of potable water to park visitors and facilities. Key work under this contract is expected to include repairs and upgrades to the water treatment plant, distribution system piping, and spring collection structures. The response due date and planned award date are not specified in this document.

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Other files for this federal contract opportunity

Other files attached to Rehab Madison Junction Water Treatment System, newest first.
File	Type	Posted
Amendment_3_Q_As_0003.docx	DOCX document	Jul 6, 2022
Sol_140P1422R0006_Amd_0003.pdf	PDF	Jul 6, 2022
SignInSheet_0002.pdf	PDF	Jun 27, 2022
Amendment_2_Q_As_0002.docx	DOCX document	Jun 27, 2022
Sol_140P1422R0006_Amd_0002.pdf	PDF	Jun 27, 2022
Sol_140P1422R0006_Amd_0001.pdf	PDF	Jun 13, 2022
Attachment_6_-_Brand_Name_Justification_-_Schlage.doc	DOC document	May 31, 2022
Attachment_1_-_Specifications.pdf	PDF	May 31, 2022
Attachment_9_-_Limitation_on_Subcontracting_Report_Template.xlsx	XLSX spreadsheet	May 31, 2022
Sol_140P1422R0006.pdf	PDF	May 31, 2022
Attachment_8_-_Brand_Name_Justification_-_Bosch.doc	DOC document	May 31, 2022
Attachment_7_-_Brand_Name_Justification_-Sensus.doc	DOC document	May 31, 2022
Attachment_5_-Past_Performance_Questionnaire.doc	DOC document	May 31, 2022
Attachment_11_-_Certification_of_Vaccination_Form.pdf	PDF	May 31, 2022
Attachment_4_-_Wage_Determination.pdf	PDF	May 31, 2022
Attachment_2_-_Specifications_Correction_Sheet.docx	DOCX document	May 31, 2022
Attachment_10_-_Vaccination_Certification_Notification_to_DOI_Contractors_Template_082321_FINAL.pdf	PDF	May 31, 2022

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CONSTRUCTION DRAWINGS

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NELSON ENGINEERING

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DATE:

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DESIGNED:

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YELLOWSTONE NATIONAL PARK

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YELL-311661

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REHABILITATE THE MADISON JUNCTION WATER TREATMENT AND SPRING COLLECTION SYSTEM

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WATER SYS. REHABILITATION

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SITE VICINITY MAP

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ELECTRICAL ELEMENTARY SCHEMATICS FOR THIS INFORMATION.

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%%UACRONYM

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%%UDEFINITION

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YELLOWSTONE NATIONAL PARK

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YELL-311661

REHABILITATE THE MADISON JUNCTION WATER TREATMENT AND SPRING COLLECTION SYSTEM

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%%UEQUIPMENT

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%%UPUMP HOUSE BUILDING

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XS-100

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EMER

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LAL

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LOW

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FUEL

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%%UPROPANE TANK

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WATER SYSTEM REHABILITATION

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CONTROL PID 3

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AK/BJG

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CONSTRUCTION DRAWINGS

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NELSON ENGINEERING

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SHEET

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TITLE OF SHEET

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AutoCAD SHX Text 09-03-21

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YELLOWSTONE NATIONAL PARK

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YELL-311661

TREES

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8" CMP

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WET WELL DRAIN PIPE

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10" CMP

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8" HDPE CULVERT

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8" HDPE CULVERT

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8" HDPE CULVERT

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CONCRETE CULVERT

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GATE

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8" HDPE CULVERT

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AREA OF DELINEATED WETLANDS, TYP.

AutoCAD SHX Text COLLECTION LINE BETWEEN SPRING A COLLECTION MANHOLE AND SPRING B COLLECTION MANHOLE IS DI PIPE

AutoCAD SHX Text COLLECTION LINE BETWEEN SPRING B COLLECTION MANHOLE AND EXISTING PUMP HOUSE IS CI PIPE

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TPSPIKE

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OFF SITE

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TPSPIKE

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OFF SITE

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CONSTRUCTION DRAWINGS

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NELSON ENGINEERING

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DATE:

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SHEET

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YELLOWSTONE NATIONAL PARK

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YELL-311661

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REHABILITATE THE MADISON JUNCTION WATER TREATMENT AND SPRING COLLECTION SYSTEM

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WATER SYS. REHABILITATION

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EXISTING SITE PLAN

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AK/BJG

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TO MADISON JUNCTION

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SCALE OF FEET

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AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text LEGEND = FENCE LINE - WIRE = FLOW LINE OF DITCH = OVER HEAD POWER LINE = TREE LINE = DRAIN LINE = 4" WATER LINE = 6" WATER LINE = 8" WATER LINE = BURIED UTILITY = BURIED POWER = LIMITS OF DISTURBANCE = CULVERT = CONCRETE PADS = GRAVEL ROAD = RIP RAP = BOULDERS = CLEAN OUT = DRAIN PIPE = POWER POLE = TELEPHONE PEDESTAL = WATER VALVE = WATER VAULT = CONTROL POINT = FIR TREE WITH TRUNK DIAMETER = PINE TREE WITH TRUNK DIAMETER = 2016 WETLAND DELINEATION = WETLAND DELINEATION, DATE UNKNOWN

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AutoCAD SHX Text NOTES: : 1. WETLAND DELINEATION PERFORMED PREVIOUSLY BY THE NATIONAL PARK WETLAND DELINEATION PERFORMED PREVIOUSLY BY THE NATIONAL PARK AND PROVIDED TO NELSON ENGINEERING. 2. SEE INDIVIDUAL SHEETS FOR CONTROL POINT LOCATIONS. SEE INDIVIDUAL SHEETS FOR CONTROL POINT LOCATIONS. 3. ABANDONED SPRING C AND D COLLECTION MANHOLES ARE STILL IN USE ABANDONED SPRING C AND D COLLECTION MANHOLES ARE STILL IN USE WITH THE COLLECTION SYSTEM. THE INLETS FROM THE SPRINGS HAVE BEEN PLUGGED, BUT WATER IS STILL CONVEYED THROUGH THEM. 4. ALL EXISTING PIPELINES ARE CAST IRON, UNLESS NOTED DIFFERENTLY.ALL EXISTING PIPELINES ARE CAST IRON, UNLESS NOTED DIFFERENTLY.

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PREVIOUSLY ABANDONED TELEMETRY TO THE TANK

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E SPRINGS AREA FENCING

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SPRING E-1

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C SPRINGS AREA - NO LONGER IN USE

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D SPRINGS AREA - NO LONGER IN USE

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A+B SPRINGS AREA FENCING

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ABANDONED SPRING D COLLECTION MANHOLE

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SPRING B COLLECTION MANHOLE

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SPRING A COLLECTION MANHOLE

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SPRING B-1

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SPRING A-1

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SPRING A-2

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SPRING A-3

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SPRING A-4

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SPRING A-6

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SPRING A-5

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SPRING E COLLECTION MANHOLE

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ABANDONED SPRING C COLLECTION MANHOLES

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±230 LF 4" DI COLLECTIONLINE FROM SPRING E-1

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EXISTING POWER POLE AND OVERHEAD POWER SERVICE

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±56 LF 4" DI COLLECTIONLINE FROM SPRING A-6

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CONCRETE VAULTS, PREVIOUSLY ABANDONED

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±635 LF 6" COLLECTION LINE

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LINE TO WATER TANK

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±37 LF 4" DI PIPE

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±44 LF 4" DI PIPE

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±88 LF 4" DI PIPE

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±28 LF 4" DI PIPE

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±5 LF 4" DI PIPE

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4" DI PIPE

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±26 LF 4" DI PIPE

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FIREHOLE RIVER

FIREHOLE CANYON ROAD

XREFS: .\XREFS\MADISON-TITLBLK.DWG; ..\SURVEY\20-341-02 NP EXISTING.DWG; .\WATER-SYSTEM_DESIGN.DWG; ..\ARCHITECTURAL\XA-WELL HOUSE.DWG; IMAGES: S:\PROJ2020\341-02 (NPS - MADISON JCT. WATER TREATMENT AND SPRING COLLECTION SYSTEM - CIVIL)\4 DRAWINGS\CIVIL\XREFS\GE-IMG2.JPG;

AutoCAD SHX Text 9/1/21 12:00 GREEN R23 S:\PROJ2020\341-02 (NPS - MADISON JCT. WATER TREATMENT AND SPRING COLLECTION SYSTEM - CIVIL)\4 DRAWINGS\CIVIL\WATER-SYSTEM_DEMO-EXIST.DWG

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CONSTRUCTION DRAWINGS

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NELSON ENGINEERING

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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AutoCAD SHX Text 173662

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AutoCAD SHX Text 09-03-21

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YELLOWSTONE NATIONAL PARK

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YELL-311661

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REHABILITATE THE MADISON JUNCTION WATER TREATMENT AND SPRING COLLECTION SYSTEM

AutoCAD SHX Text EXISTING PUMP STATION AND COMPONENTS TO REMAIN IN SERVICE DURING CONSTRUCTION OF NEW PUMP STATION. EXISTING PUMP STATION SHALL BE REMOVED ANYTIME AFTER THE ACCEPTANCE OF THE NEW PUMP STATION.

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EXISTING 8" CI DISTRIBUTION MAINTO THE WATER SYSTEM TO REMAIN

AutoCAD SHX Text ABANDON AND PLUG UTILITIES IN PLACE FOLLOWING INSTALLATION OF NEW PUMP HOUSE AND WATER LINE

AutoCAD SHX Text EXISTING 8" CI LINE TO 105,000 GAL WATER STORAGE TANKTO REMAIN, SEE SHEET C2.2 FOR CONNECTION

AutoCAD SHX Text ABANDON AND PLUG WATER LINE IN PLACE FOLLOWING INSTALLATION AND COMMISSION OF NEW COLLECTION LINE SERVICE AND PUMP STATION

AutoCAD SHX Text REPLACE E-SPRING LINE USING TRENCHLESS CONNECTION TECHNIQUE. DO NOT DISTURB OUTSIDE OF LIMITS OF DISTURBANCE.

AutoCAD SHX Text REMOVE EXISTING SPRING E COLLECTION MANHOLE, GATE VALVE, AND OVERFLOW PIPES FOLLOWING INSTALLATION OF NEW SPRING E COLLECTION COMPONENTS

AutoCAD SHX Text ABANDON AND PLUG WATER LINE IN PLACE FOLLOWING INSTALLATION AND COMMISSION OF NEW COLLECTION LINE SERVICE AND PUMP STATION

AutoCAD SHX Text REMOVE AND DISPOSE OF SPRING D COLLECTION MANHOLE FOLLOWING INSTALLATION OF NEW SYSTEM

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REMOVE EXISTING RELIEF LINE FOR SPRING B-1

AutoCAD SHX Text REMOVE COLLECTION MANHOLE A, MAINTAIN USE UNTIL NEW COLLECTION MANHOLE A IS IN COMMISSION.

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ABANDON AND PLUG EXISTING 4" LINE OF ALL A-SPRINGS IN PLACE

AutoCAD SHX Text NOTES: : 1. REMOVE AND DISPOSE ALL CONCRETE VAULTS AND COLLECTION MANHOLES FOLLOWING INSTALLATION REMOVE AND DISPOSE ALL CONCRETE VAULTS AND COLLECTION MANHOLES FOLLOWING INSTALLATION AND ACCEPTANCE OF NEW COLLECTION SYSTEM. 2. EXISTING WATER LINE IS ASSUMED FROM AS BUILT DATA. CONTRACTOR TO LOCATE IN THE FIELD AND EXISTING WATER LINE IS ASSUMED FROM AS BUILT DATA. CONTRACTOR TO LOCATE IN THE FIELD AND KEEP INTACT UNTIL PROJECT COMPLETION. 3. REMOVE AND DISPOSE OF EXISTING SYSTEM COMPONENTS AFTER FULL CONNECTION OF SPRINGS TO REMOVE AND DISPOSE OF EXISTING SYSTEM COMPONENTS AFTER FULL CONNECTION OF SPRINGS TO NEW SYSTEM AND NEW PUMP STATION COMMISSIONING AND ACCEPTANCE. MAINTAIN EXISTING SYSTEM USE FOR THE DURATION OF THE PROJECT. 4. SEE SPECIFICATIONS FOR SCHEDULE LIMITATIONS ON SPRING REDEVELOPMENT CONSTRUCTION. SEE SPECIFICATIONS FOR SCHEDULE LIMITATIONS ON SPRING REDEVELOPMENT CONSTRUCTION. 5. PRIOR TO CONSTRUCTION ACTIVITIES BEGINNING, CONTRACTOR SHALL PROVIDE A CONSTRUCTION PRIOR TO CONSTRUCTION ACTIVITIES BEGINNING, CONTRACTOR SHALL PROVIDE A CONSTRUCTION SEQUENCING PLAN FOR APPROVAL. 6. ALL COMPONENTS DESIGNATED FOR REMOVAL AND DISPOSAL SHALL BECOME PROPERTY OF THE ALL COMPONENTS DESIGNATED FOR REMOVAL AND DISPOSAL SHALL BECOME PROPERTY OF THE CONTRACTOR AND BE REMOVED AND DISPOSED OF OUTSIDE THE PARK. 7. LIMITS OF DISTURBANCE BOUNDARIES SHALL COMPLY GENERALLY WITH THE LINES SHOWN ON THESE LIMITS OF DISTURBANCE BOUNDARIES SHALL COMPLY GENERALLY WITH THE LINES SHOWN ON THESE DRAWINGS. THE ACTUAL CONSTRUCTION BOUNDARIES SHALL BE FLAGGED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER (CO) PRIOR TO CONSTRUCTION. 8. EXISTING PIPELINES THAT HAVE BEEN ABANDONED WHICH ARE ENCOUNTERED IN THE TRENCH DURING EXISTING PIPELINES THAT HAVE BEEN ABANDONED WHICH ARE ENCOUNTERED IN THE TRENCH DURING CONSTRUCTION SHALL BE CUT AND PLUGGED AT THE TRENCH EDGES AND PIPE REMOVED AND DISPOSED OF OUTSIDE THE PARK. SEE SPECIFICATION SECTION 02 41 16 - STRUCTURE DEMOLITION. 9. CONTRACTOR SHALL COORDINATE ALL TREE REMOVAL WITH THE CO. DO NOT REMOVE TREES UNLESS CONTRACTOR SHALL COORDINATE ALL TREE REMOVAL WITH THE CO. DO NOT REMOVE TREES UNLESS APPROVAL HAS BEEN GIVEN BY THE CO.

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ABANDON EXISTING OVERHEAD POWER LINE FOR NEW SERVICE FROM EXISTING POLE

AutoCAD SHX Text REMOVE AND DISPOSE OF SPRING C COLLECTION MANHOLES FOLLOWING INSTALLATION OF NEW SYSTEM

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REMOVE EXISTING VALVES AND FITTINGS FOLLOWING CONNECTION OF THE NEW SYSTEM

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DO NOT DISTURB TWO EXISTING CONCRETE BOXES

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EXISTING FENCE TO REMAIN

AutoCAD SHX Text EXISTING SPRING E-1 COLLECTION SYSTEM COMPONENTS TO BE REMOVED DURING SPRING REDEVELOPMENT

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SCALE OF FEET

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AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text EXISTING SPRING B-1 COLLECTION SYSTEM COMPONENTS TO BE REMOVED DURING SPRING REDEVELOPMENT.

AutoCAD SHX Text REMOVE EXISTING SPRING A-6 COLLECTION SYSTEM FOLLOWING REDEVELOPMENT OF THE SPRING.

AutoCAD SHX Text EXISTING SPRING A-5 COLLECTION SYSTEM COMPONENTS TO BE REMOVED FOLLOWING SPRING REDEVELOPMENT.

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WATER SYS. REHABILITATION

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DEMO SITE PLAN

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AK/BJG

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EXISTING FENCE TO REMAIN

AutoCAD SHX Text REMOVE EXISTING SPRING B COLLECTION MANHOLE, GATE VALVE, AND OVERFLOW PIPES DURING REDEVELOPMENT OF SPRING B

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MAINTAIN EXISTING CULVERTS

AutoCAD SHX Text WETLANDS, TYP. SEE SPECIFICATION SECTION 01 12 00 NATURAL RESOURCE PROTECTION FOR CONSTRUCTION WITHIN ANY WETLAND AREA

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REMOVE 530 SF GRAVEL. SEE SHEET C2.0 FOR NEW GRAVEL ACCESS.

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ABANDON AND PLUG EXISTING WATER MAIN

AutoCAD SHX Text ABANDON AND PLUG ±40 LF OF DI DRAIN PIPEBEFORE NEW DRAIN CONNECTION, SEE SHEET C2.2

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LIMITS OF DISTURBANCE AND ACCESS POINT FOR SPRING E, NO TRENCHING ALLOWED

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LIMITS OF DISTURBANCE

GATE FOR SPRING ACCESS

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AutoCAD SHX Text IMAGES: S:\PROJ2020\341-02 (NPS - MADISON JCT. WATER TREATMENT AND SPRING COLLECTION SYSTEM - CIVIL)\4 DRAWINGS\CIVIL\XREFS\GE-IMG2.JPG;

AutoCAD SHX Text XREFS: ..\XREFS\MADISON-TITLBLK.DWG; ..\..\ARCHITECTURAL\XA-WELL HOUSE.DWG; ..\WATER-SYSTEM_DESIGN.DWG; ..\..\SURVEY\20-341-02 NP EXISTING.DWG;

AutoCAD SHX Text 9/7/21 12:13 GREEN R23 S:\PROJ2020\341-02 (NPS - MADISON JCT. WATER TREATMENT AND SPRING COLLECTION SYSTEM - CIVIL)\4 DRAWINGS\CIVIL\PUMP HOUSE\PUMP HOUSE SITE.DWG

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WATER SYSTEM REHABILITATION

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PUMP STATION OVERVIEW

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AK/BJG

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SCALE OF FEET

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PUMP HOUSE FFE = 6860.00'

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CONSTRUCTION DRAWINGS

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NELSON ENGINEERING

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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AutoCAD SHX Text 173662

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AutoCAD SHX Text 09-03-21

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YELLOWSTONE NATIONAL PARK

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YELL-311661

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REHABILITATE THE MADISON JUNCTION WATER TREATMENT AND SPRING COLLECTION SYSTEM

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ROOF LINE, TYP.

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FIREHOLE CANYON ROAD

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EXISTING CONNECTION TO DISTRIBUTION SYSTEM TO BE REMOVED

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CONNECTION TO EXISTING DISTRIBUTION SYSTEM

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LINE TO WATER TANK

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WATER DISTRIBUTION LINE TO CAMPGROUND AND GOVERNMENT AREA

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LIMITS OF DISTURBANCE

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UTILITY ENTRANCE

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PROPANE TANK AND GAS SERVICE

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WATER COLLECTION LINE FROM SPRING COLLECTION SYSTEMS

AutoCAD SHX Text NOTES: : 1. EMERGENCY POWER SOURCE SHALL BE REQUIRED UNTIL EXISTING PUMP STATION IS EMERGENCY POWER SOURCE SHALL BE REQUIRED UNTIL EXISTING PUMP STATION IS DEMOLISHED AND NEW BURIED PROPANE TANK IS INSTALLED. EMERGENCY POWER SOURCE SHALL BE SIZED EQUIVALENT TO EMERGENCY GENERATOR INSTALLED. 2. ALL ITEMS INDICATED ON THE DRAWINGS NOT INCLUDED IN CONTRACT LINE ITEM #1, ALL ITEMS INDICATED ON THE DRAWINGS NOT INCLUDED IN CONTRACT LINE ITEM #1, PUMP STATION BUILDING OR CONTRACT LINE ITEM #3, WATER COLLECTION SYSTEM PAY LIMITS WILL BE INCLUDED IN CONTRACT LINE ITEM #2, PUMP STATION SITE WORK AND YARD PIPING PAY LIMITS.

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CONTRACT LINE ITEM #1, PUMP STATION BUILDING PAY LIMITS

CONTRACT LINE ITEM #3, WATER COLLECTION SYSTEM PAY LIMITS

6859.50

6859.85

6859.75

6859.20 6859.20

6859.70

SCALE: N.T.S.

WATER SERVICE DETAIL

C2.1

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AutoCAD SHX Text IMAGES: S:\PROJ2020\341-02 (NPS - MADISON JCT. WATER TREATMENT AND SPRING COLLECTION SYSTEM - CIVIL)\4 DRAWINGS\CIVIL\XREFS\GE-IMG2.JPG;

AutoCAD SHX Text XREFS: ..\XREFS\MADISON-TITLBLK.DWG; ..\..\ARCHITECTURAL\XA-WELL HOUSE.DWG; ..\WATER-SYSTEM_DESIGN.DWG; ..\..\SURVEY\20-341-02 NP EXISTING.DWG;

AutoCAD SHX Text 9/8/21 13:08 GREEN R23 S:\PROJ2020\341-02 (NPS - MADISON JCT. WATER TREATMENT AND SPRING COLLECTION SYSTEM - CIVIL)\4 DRAWINGS\CIVIL\PUMP HOUSE\PUMP HOUSE SITE.DWG

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WATER SYSTEM REHABILITATION

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SITE PLAN

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AK/BJG

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SCALE OF FEET

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PUMP STATION FFE = 6860.00'

AutoCAD SHX Text GENERAL SITE CONSTRUCTION NOTES: 1. COORDINATE POWER CONNECTION AND ALL UTILITY WORK WITH LOCAL UTILITIES. CONTRACTOR SHALL PROVIDE ALL COORDINATE POWER CONNECTION AND ALL UTILITY WORK WITH LOCAL UTILITIES. CONTRACTOR SHALL PROVIDE ALL EXCAVATION, BEDDING AND BACKFILL DURING UTILITY INSTALLATION. 2. COORDINATE WATER SERVICE DISRUPTIONS WITH THE CONTRACTING OFFICER AND OPERATIONS MANAGER. DISRUPTION TO COORDINATE WATER SERVICE DISRUPTIONS WITH THE CONTRACTING OFFICER AND OPERATIONS MANAGER. DISRUPTION TO WATER SERVICE SHALL BE LIMITED TO 8 HOURS. CONTRACTOR MUST WORK WITH OPERATORS TO FILL TANK PRIOR TO SERVICE DISRUPTION. 3. MINIMUM BURY FOR ALL PIPES SHALL BE 7 FEET, UNLESS OTHERWISE INDICATED. NOTE, DRAIN/OVERFLOW LINES DO NOT MINIMUM BURY FOR ALL PIPES SHALL BE 7 FEET, UNLESS OTHERWISE INDICATED. NOTE, DRAIN/OVERFLOW LINES DO NOT FALL UNDER THIS CRITERIA. 4. INSTALL MECHANICAL THRUST RESTRAINT, IN ADDITION TO OR IN LIEU OF THRUST BLOCKS, AT BURIED FITTINGS AND VALVES WHERE INSTALL MECHANICAL THRUST RESTRAINT, IN ADDITION TO OR IN LIEU OF THRUST BLOCKS, AT BURIED FITTINGS AND VALVES WHERE INDICATED IN PLAN. 5. LOCATION OF EXISTING BURIED UTILITIES ARE APPROXIMATE. PERFORM EXPLORATORY EXCAVATION TO DETERMINE SIZE, LOCATION AND LOCATION OF EXISTING BURIED UTILITIES ARE APPROXIMATE. PERFORM EXPLORATORY EXCAVATION TO DETERMINE SIZE, LOCATION AND TYPE OF PIPELINES PRIOR TO NEW CONSTRUCTION. PROVIDE ALL NECESSARY PARTS, FITTINGS AND THRUST BLOCKS TO COMPLETE EACH CONNECTION. 6. INSTALL TEMPORARY CONSTRUCTION AND SILT FENCING PRIOR TO COMPLETING ANY WORK. COMPLETE ALL WORK IN A MANNER THAT INSTALL TEMPORARY CONSTRUCTION AND SILT FENCING PRIOR TO COMPLETING ANY WORK. COMPLETE ALL WORK IN A MANNER THAT MINIMIZES ADVERSE AFFECTS, BOTH TEMPORARY AND PERMANENT, TO THE EXISTING WETLAND AND SPRING. COMPLY WITH ALL REQUIREMENTS UNDER NATIONWIDE PERMIT 18 OF THE CLEAN WATER ACT INCLUDING, BUT NOT LIMITED TO: a. INSTALL TEMPORARY SILT FENCING TO PREVENT MIGRATION OF SOILS INTO THE EXISTING SPRING. INSTALL TEMPORARY SILT FENCING TO PREVENT MIGRATION OF SOILS INTO THE EXISTING SPRING. b. WHEN PRACTICAL, STRIP AND REPLACE WETLAND VEGETATION ON THE SAME DAY. WHEN PRACTICAL, STRIP AND REPLACE WETLAND VEGETATION ON THE SAME DAY. c. DO NOT STOCKPILE EXCAVATED SOIL IN WETLANDS OR AREAS THAT WOULD RESULT IN CONTAMINATION/DEGRADATION OF THE DO NOT STOCKPILE EXCAVATED SOIL IN WETLANDS OR AREAS THAT WOULD RESULT IN CONTAMINATION/DEGRADATION OF THE SPRING DURING A STORM EVENT. d. STOCKPILE WETLAND SOILS SEPARATE FROM NON-WETLAND SOILS. STOCKPILE WETLAND SOILS SEPARATE FROM NON-WETLAND SOILS. e. IN ORDER TO MINIMIZE MIGRATION OF SOILS, INSTALL TEMPORARY BYPASS CULVERTS WHEN TRENCHING UNDER THE EXISTING IN ORDER TO MINIMIZE MIGRATION OF SOILS, INSTALL TEMPORARY BYPASS CULVERTS WHEN TRENCHING UNDER THE EXISTING SPRING. f. TREES THAT ARE TO BE SAVED WITHIN THE DISTURBED AREA SHOULD BE FENCED FOR PROTECTION AS NEEDED. TREES THAT ARE TO BE SAVED WITHIN THE DISTURBED AREA SHOULD BE FENCED FOR PROTECTION AS NEEDED. 7. DISINFECT AND FLUSH ALL NEW WATER LINES ON DISCHARGE SIDE OF PUMP STATION FOLLOWING INSTALLATION. COORDINATE DISINFECT AND FLUSH ALL NEW WATER LINES ON DISCHARGE SIDE OF PUMP STATION FOLLOWING INSTALLATION. COORDINATE OPERATIONS WITH THE CONTRACTING OFFICER. 8. SEE SHEET C2.2 FOR PUMP STATION UTILITY PLAN. SEE SHEET C2.2 FOR PUMP STATION UTILITY PLAN. 9. BASED ON AS BUILT DRAWINGS, ALL PIPELINES INDICATED ARE CAST IRON, UNLESS NOTED DIFFERENTLY. BASED ON AS BUILT DRAWINGS, ALL PIPELINES INDICATED ARE CAST IRON, UNLESS NOTED DIFFERENTLY. PAY LIMITS NOTES: ALL ITEMS INDICATED ON THE DRAWINGS NOT INCLUDED IN CONTRACT LINE ITEM #1, PUMP STATION BUILDING OR CONTRACT LINE ITEM #3, WATER COLLECTION SYSTEM PAY LIMITS WILL BE INCLUDED IN CONTRACT LINE ITEM #2, PUMP STATION SITE WORK AND YARD PIPING PAY LIMITS.

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CONSTRUCTION DRAWINGS

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NELSON ENGINEERING

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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AutoCAD SHX Text 173662

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AutoCAD SHX Text 09-03-21

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YELLOWSTONE NATIONAL PARK

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YELL-311661

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REHABILITATE THE MADISON JUNCTION WATER TREATMENT AND SPRING COLLECTION SYSTEM

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EXISTING PUMP STATION

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SWALE, DRAIN AWAY FROM PUMP STATION

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SEE SHEET C2.2 C2.2 FOR WATER SYSTEM COMPONENTS

AutoCAD SHX Text BUILDING AND COLLECTION SYSTEM TO BE ABANDONED FOLLOWING COMMISSIONING OF NEW PUMP STATION AND COLLECTION SYSTEM. SEE DEMO SHEET C1.1

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COCONUT WATTLE, TYP. SEE DETAIL 4/C2.6

AutoCAD SHX Text INSTALL APPROX. 105 LF SILT FENCE FOR EROSION CONTROL DURING CONSTRUCTION. SEE DETAIL 5/C2.6

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NEW FLOOR DRAIN, SEE SHEET C2.2

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WET WELL OVERFLOW, SEE SHEET C2.2

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DISCHARGE PIPELINE, SEE SHEET C2.2

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USE TREE PROTECTION FENCE WITHIN DISTURBED AREA, SEE NOTES

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SEE SPECIFICATIONS

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SELECT BACKFILL MATERIAL

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CURB STOP

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6' MINIMUM COVER

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CORPORATION STOP

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MIN. 9" RADIUS

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MIN. 9" RADIUS

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MAIN

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WATER

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1"%%C SDR 9 CTS PIPE

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SANITARY YARD HYDRANT

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CORPORATION SADDLE OR TAPPING IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION

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TAP BY CONTRACTOR SEE DETAIL BELOW

AutoCAD SHX Text 6"x6"x3" MIN CONCRETE BLOCK

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STANDARD CURB BOX

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CURB STOP EXTENSION ROD (TYP.)

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CONCRETE COLLAR SEE DETAIL 9/C2.6C2.6

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BEDDING MATERIAL

INSTALL 1" WATER SERVICE TO SANITARY YARD HYDRANT. INSTALL CURB STOP 10' FROM WATER MAIN. SEE DETAIL 1/C2.1 C2.1

13 13

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AutoCAD SHX Text IMAGES: S:\PROJ2020\341-02 (NPS - MADISON JCT. WATER TREATMENT AND SPRING COLLECTION SYSTEM - CIVIL)\4 DRAWINGS\CIVIL\XREFS\GE-IMG2.JPG;

AutoCAD SHX Text XREFS: ..\XREFS\MADISON-TITLBLK.DWG; ..\..\ARCHITECTURAL\XA-WELL HOUSE.DWG; ..\WATER-SYSTEM_DESIGN.DWG; ..\..\SURVEY\20-341-02 NP EXISTING.DWG;

AutoCAD SHX Text 9/8/21 12:16 GREEN R23 S:\PROJ2020\341-02 (NPS - MADISON JCT. WATER TREATMENT AND SPRING COLLECTION SYSTEM - CIVIL)\4 DRAWINGS\CIVIL\PUMP HOUSE\PUMP HOUSE SITE.DWG

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WATER SYSTEM REHABILITATION

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UTILITY PLAN

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AK/BJG

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AutoCAD SHX Text INSTALL 1,000 GAL BURIED PROPANE TANK AFTER EXISTING PUMP STATION DEMOLITION, SEE DETAIL 1/C2.7

AutoCAD SHX Text EXISTING POWER POLE TO REMAIN. ABANDON EXISTING OVERHEAD POWER TO PUMP STATION AND INSTALL NEW BURIED POWER TO NEW PUMP STATION.

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PUMP STATION FFE = 6860.00'

AutoCAD SHX Text GENERAL UTILITY CONSTRUCTION NOTES: : 1. COORDINATE RELOCATION OF THE EXISTING POWER AND PHONE SERVICE WITH LOCAL UTILITIES, COORDINATE RELOCATION OF THE EXISTING POWER AND PHONE SERVICE WITH LOCAL UTILITIES, CONTRACTOR TO PROVIDE ALL EXCAVATION, BEDDING, AND BACKFILL DURING POWER AND PHONE SERVICE INSTALLATION. SEE DETAIL 6/C2.6. 2. INSTALL TEMPORARY CONSTRUCTION AND SILT FENCING PRIOR TO COMPLETING ANY WORK. COMPLETE ALL INSTALL TEMPORARY CONSTRUCTION AND SILT FENCING PRIOR TO COMPLETING ANY WORK. COMPLETE ALL WORK IN A MANNER THAT MINIMIZES ADVERSE AFFECTS, BOTH TEMPORARY AND PERMANENT, TO THE EXISTING WETLAND AND SPRING. COMPLY WITH ALL REQUIREMENTS UNDER NATIONWIDE PERMIT 18 OF THE CLEAN WATER ACT INCLUDING, BUT NOT LIMITED TO: a. INSTALL TEMPORARY SILT FENCING TO PREVENT MIGRATION OF SOILS INTO THE EXISTING SPRING. INSTALL TEMPORARY SILT FENCING TO PREVENT MIGRATION OF SOILS INTO THE EXISTING SPRING. b. WHEN PRACTICAL, STRIP AND REPLACE WETLAND VEGETATION ON THE SAME DAY. WHEN PRACTICAL, STRIP AND REPLACE WETLAND VEGETATION ON THE SAME DAY. c. DO NOT STOCKPILE EXCAVATED SOIL IN WETLANDS OR AREAS THAT WOULD RESULT IN DO NOT STOCKPILE EXCAVATED SOIL IN WETLANDS OR AREAS THAT WOULD RESULT IN CONTAMINATION/DEGRADATION OF THE SPRING DURING A STORM EVENT. d. STOCKPILE WETLAND SOILS SEPARATE FROM NON-WETLAND SOILS. STOCKPILE WETLAND SOILS SEPARATE FROM NON-WETLAND SOILS. e. IN ORDER TO MINIMIZE MIGRATION OF SOILS, INSTALL TEMPORARY BYPASS CULVERTS WHEN IN ORDER TO MINIMIZE MIGRATION OF SOILS, INSTALL TEMPORARY BYPASS CULVERTS WHEN TRENCHING UNDER THE EXISTING SPRING. 3. EMERGENCY POWER SOURCE SHALL BE REQUIRED UNTIL EXISTING PUMP STATION IS DEMOLISHED EMERGENCY POWER SOURCE SHALL BE REQUIRED UNTIL EXISTING PUMP STATION IS DEMOLISHED AND NEW BURIED PROPANE TANK IS INSTALLED. EMERGENCY POWER SOURCE SHALL BE SIZED EQUIVALENT TO EMERGENCY GENERATOR INSTALLED SHUT DOWN NOTES: : 1. WORK GENERALLY TO BE PERFORMED MONDAY THROUGH FRIDAY, EXCEPT WHEN OTHERWISE INDICATED. WORK GENERALLY TO BE PERFORMED MONDAY THROUGH FRIDAY, EXCEPT WHEN OTHERWISE INDICATED. WORK OUTSIDE THESE HOURS OR DAYS SHALL BE APPROVED BY THE CONTRACTING OFFICER. 2. DO NOT OPERATE EQUIPMENT OUTSIDE THE CONSTRUCTION BOUNDARIES. INSTALL ORANGE PLASTIC DO NOT OPERATE EQUIPMENT OUTSIDE THE CONSTRUCTION BOUNDARIES. INSTALL ORANGE PLASTIC FENCING AT BOUNDARIES TO CONFINE CONSTRUCTION OPERATIONS. ANY UNAUTHORIZED DISTURBANCE MAY RESULT IN RESULT IN YELLOWSTONE NATIONAL PARK ISSUING THE APPROPRIATE LEVEL OF LAW ENFORCEMENT TO THE RESPONSIBLE PERSON, OR CONTRACTOR. 3. DO NOT INTERRUPT UTILITIES SERVING FACILITIES OCCUPIED BY GOVERNMENT OR OTHERS UNLESS DO NOT INTERRUPT UTILITIES SERVING FACILITIES OCCUPIED BY GOVERNMENT OR OTHERS UNLESS PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN ONLY AFTER ARRANGING TO PROVIDE TEMPORARY UTILITY SERVICES ACCORDING TO REQUIREMENTS INDICATED: a. NOTIFY CONTRACTING OFFICER NOT LESS THAN TWO 72 HOURS IN ADVANCE OF PROPOSED UTILITY NOTIFY CONTRACTING OFFICER NOT LESS THAN TWO 72 HOURS IN ADVANCE OF PROPOSED UTILITY INTERRUPTIONS. b. DO NOT PROCEED WITH UTILITY INTERRUPTIONS WITHOUT CONTRACTING OFFICER'S WRITTEN DO NOT PROCEED WITH UTILITY INTERRUPTIONS WITHOUT CONTRACTING OFFICER'S WRITTEN PERMISSION. c. IF THERE IS ANY INTERRUPTION TO THE WATER SUPPLY FROM THE EXISTING OR NEW CONSTRUCTION, IF THERE IS ANY INTERRUPTION TO THE WATER SUPPLY FROM THE EXISTING OR NEW CONSTRUCTION, THE AVAILABLE STORAGE CAPACITY OF THE WATER TANK IS ONE (1) DAY. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TEMPORARY WATER SOURCE.

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CONSTRUCTION DRAWINGS

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NELSON ENGINEERING

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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AutoCAD SHX Text 173662

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AutoCAD SHX Text 09-03-21

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YELLOWSTONE NATIONAL PARK

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YELL-311661

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REHABILITATE THE MADISON JUNCTION WATER TREATMENT AND SPRING COLLECTION SYSTEM

AutoCAD SHX Text BUILDING AND COLLECTION SYSTEM TO BE ABANDONED FOLLOWING COMMISSIONING OF NEW PUMP STATION AND COLLECTION SYSTEM. SEE DEMO SHEET C1.1

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INSTALL DRAIN CLEANOUT PER DETAIL 3/C2.6 IE = ±6856.0'

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DAYLIGHT DRAIN PIPE EL. = ±6853'

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PUMP STATION DISCHARGE, SEE SHEET C2.5

AutoCAD SHX Text EXISTING 8" DISTRIBUTION LINE,CONTRACTOR SHALL VERIFY THE SIZE AND PIPE TYPE PRIOR TO CONSTRUCTION

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INSTALL ±20 LF 12" HDPE GAS SERVICE

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ELECTRICAL METER AND TELEPHONE D-MARK LOCATION

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OVERHEAD POWER TO BE ABANDONED

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±76 LF OF NEW POWER AND TELEPHONE SERVICE TO PUMP STATION, SEE NOTE 1.

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SEE DETAIL 5/C2.7 FOR DISCHARGE TO SUPPLY CONNECTION

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SCALE OF FEET

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text FOLLOWING CONSTRUCTION AND ACCEPTANCE OF NEW FACILITY, EXISTING TEE AND VALVES SHALL BE REMOVED AND REPLACED WITH APPROPRIATE FITTINGS. CONTRACTOR SHALL EXCAVATE TO DETERMINE EXACT PIPELINE ALIGNMENT AND PIPE SIZE PRIOR TO ABANDONMENT.

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SEE SHEET C3.0 FOR COLLECTION SYSTEM CONTINUATION AND PLAN AND PROFILE SHEETS

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VERIFY EXISTING PIPE DEPTH PRIOR TO CONSTRUCTION OF THE NEW COLLECTION SYSTEM

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EXISTING VALVES TO REMAIN UNTIL ACCEPTANCE OF NEW SYSTEM

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PUMP STATION DISCHARGE PIPE TO CONNECTION OF EXISTING SYSTEM

AutoCAD SHX Text SEE SHEET C2.4 FOR CONTINUATION INTO WET WELL AND FOR CONTINUATION OF DRAIN OUT OF WET WELL

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REMOVE EXISTING OUTFALL ONCE NEW OUTFALL IS CONSTRUCTED AND PUT INTO SERVICE

AutoCAD SHX Text EXISTING DRAIN LINE TO BE CUT, PLUGGED, AND ABANDONED FOLLOWING THE TRANSFER TO THE NEW PUMP STATION

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INSTALL PVC DRAIN PIPE AT MIN. 1% SLOPE

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IE = ±6855'

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IE = ±6853.50'

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INSTALL OVERFLOW DRAIN PIPE AT MIN. 1% SLOPE

AutoCAD SHX Text INSTALL FOUR (4) BOLLARDS AT EACH CORNER OF EXCAVATION, MIN. 3' AWAY FROM BURIED TANK, SEE DETAIL 6/C2.7

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INSTALL PIPE TO NEW OUTFALL IE = 6851.17' SEE DETAIL 3/C2.7

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REGRADE TO MATCH EXISTING FLOWLINE

INSTALL 1" WATER SERVICE SEE DETAIL 1/C2.1C2.1

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Scale: 1/2"=1'-0" (22x34)

PIPING PLAN

Scale: 1/4"=1'-0" (11x17)

A C2.4

N.T.S.

FLOOR DRAIN

C2.3

28 21

SCALE: N.T.S.

AIR VALVE DETAIL

C2.3

C C2.5

DC2.5

BC2.4

32 37

N.T.S.

SAMPLE TAP

C2.3

AutoCAD SHX Text +6860.0'

AutoCAD SHX Text 6859.75'+

AutoCAD SHX Text 2.7%

AutoCAD SHX Text 6860.0'+

AutoCAD SHX Text 9/10/21 13:15 GREEN R23 S:\PROJ2020\341-02 (NPS - MADISON JCT. WATER TREATMENT AND SPRING COLLECTION SYSTEM - CIVIL)\4 DRAWINGS\CIVIL\PUMP HOUSE\PUMP HOUSE PIPING.DWG XREFS: ..\XREFS\MADISON-TITLBLK.DWG; ..\..\ARCHITECTURAL\XA-WELL HOUSE.DWG;

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SLOPE SLAB TO DRAIN, 2% TYP.

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CONSTRUCTION DRAWINGS

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NELSON ENGINEERING

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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AutoCAD SHX Text 173662

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AutoCAD SHX Text…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 31, 2022.