B08_Attachment_2_Construction_Drawings.pdf

3 MB Posted

Attached to
Yellowstone - Mammoth Water Line Replacement
Solicitation number
140P2026B0005
Issued by

About this file

Written by GovTribe AI ·

This document consists of construction drawings for the Mammoth Emergency Waterline Replacement project at Yellowstone National Park, prepared by the National Park Service Intermountain Region.

The project involves replacing an existing water infrastructure system serving the Mammoth Hot Springs area of Yellowstone. The drawings detail a comprehensive waterline replacement plan including the removal and installation of new water mains, fire hydrants, pressure reducing and relief vaults, and associated appurtenances. Key infrastructure elements include 6-inch and 8-inch diameter water mains with multiple connection points, buried gate valves, pressure reducing vaults designated as Vault "A" and "D," a pressure relief vault designated as Vault "C," and fire hydrant assemblies positioned throughout the system. The project encompasses work in upper and lower zones within the Mammoth Campground area, with additional staging areas identified for construction sequencing. The drawings specify concrete walkway sections, pipe trench details, thrust block dimensions, and asphalt patching requirements to restore disturbed areas. Construction details include connections to existing infrastructure, abandonment procedures for old waterlines, and restoration of landscaping conditions. The project site plan identifies wetlands areas and provides elevation profiles showing existing grade and proposed utility placement. All drawings are dated October 28, 2026, and are designated as Construction Drawings for federal contracting purposes under the Department of the Interior.

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Other files

File Type Posted
C01_Bid_Abstract_-09-15-26_0004.pdf PDF
Sol_140P2026B0005_Amd_0004.pdf PDF
Sol_140P2026B0005_Amd_0003.pdf PDF
Pre_Bid_Sign_In_0003.pdf PDF
Sol_140P2026B0005_Amd_0002.pdf PDF
B09_Amendment_2_Questions_and_Answers_0002.pdf PDF
Sol_140P2026B0005_Amd_0001.pdf PDF
B09-140P2026B0005-Amd_1_0001.pdf PDF
Sol_140P2026B0005.pdf PDF
B08_Attachment_3_Wage_Determination_WY20260044.pdf PDF
B08_Attachment_1_Construction_Specifications.pdf PDF
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Docusign Envelope ID: 8983EB48-E653-808D-8354-A5D11F48A1E1

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MAMMOTH EMERGENCY WATERLINE REPLACEMENT

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MAMMOTH HOT SPRINGS

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SURVEY DATUM: HORIZ. NAD 83/93 VERT. NAVD 88

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YELLOWSTONE NATIONAL PARK

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DRAWING INDEX SHEET SUBSHEET TITLE OF SHEET SUBSHEET TITLE OF SHEET TITLE OF SHEET 1 COVER SHEET COVER SHEET 2 G1 PROJECT OVERVIEW & STAGING G1 PROJECT OVERVIEW & STAGING PROJECT OVERVIEW & STAGING 3 C1 EXISTING SITE & DEMO PLAN C1 EXISTING SITE & DEMO PLAN EXISTING SITE & DEMO PLAN 4 C1 WATER LINE REPLACEMENT SITE PLAN C1 WATER LINE REPLACEMENT SITE PLAN WATER LINE REPLACEMENT SITE PLAN 5 C2 WATER LINE P&P C2 WATER LINE P&P WATER LINE P&P 6 C3 APARTMENT WATER SERVICE P&P C3 APARTMENT WATER SERVICE P&P APARTMENT WATER SERVICE P&P 7 C4 WATER DETAILSC4 WATER DETAILSWATER DETAILS

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AutoCAD SHX Text LAYOUT: PROJECT OVERVIEW & STAGING*1F380 - PRINTER/PC3: DWG To PDF.pc3 - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King PROJECT OVERVIEW & STAGING*1F380 - PRINTER/PC3: DWG To PDF.pc3 - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King - PRINTER/PC3: DWG To PDF.pc3 - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King DWG To PDF.pc3 - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King - DWG VER: 25.0 - PLOTTED BY: Abby King 25.0 - PLOTTED BY: Abby King - PLOTTED BY: Abby King Abby King DWG NAME: S:\Proj2026\243-01 (Mammoth Emergency Waterline Replacement - Civil)\4 Drawings\YNP\Civil\DSGN-BASE.dwg - DATE/TIME: 8/27/2026 11:43:31 PMS:\Proj2026\243-01 (Mammoth Emergency Waterline Replacement - Civil)\4 Drawings\YNP\Civil\DSGN-BASE.dwg - DATE/TIME: 8/27/2026 11:43:31 PM - DATE/TIME: 8/27/2026 11:43:31 PM8/27/2026 11:43:31 PM

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NELSON ENGINEERING

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CONSTRUCTION DRAWINGS

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TECH. REVIEW:

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AKC

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YELLOWSTONE NATIONAL PARK

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MAMMOTH EMERGENCY WATERLINE REPLACEMENT

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PROJECT OVERVIEW & STAGING

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AutoCAD SHX Text LAYOUT: EXISTING SITE & DEMO PLAN*3604 - PRINTER/PC3: DWG To PDF.pc3 - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King EXISTING SITE & DEMO PLAN*3604 - PRINTER/PC3: DWG To PDF.pc3 - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King - PRINTER/PC3: DWG To PDF.pc3 - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King DWG To PDF.pc3 - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King - DWG VER: 25.0 - PLOTTED BY: Abby King 25.0 - PLOTTED BY: Abby King - PLOTTED BY: Abby King Abby King DWG NAME: S:\Proj2026\243-01 (Mammoth Emergency Waterline Replacement - Civil)\4 Drawings\YNP\Civil\DSGN-BASE.dwg - DATE/TIME: 8/27/2026 11:43:31 PMS:\Proj2026\243-01 (Mammoth Emergency Waterline Replacement - Civil)\4 Drawings\YNP\Civil\DSGN-BASE.dwg - DATE/TIME: 8/27/2026 11:43:31 PM - DATE/TIME: 8/27/2026 11:43:31 PM8/27/2026 11:43:31 PM

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NELSON ENGINEERING

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CONSTRUCTION DRAWINGS

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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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OF

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TITLE OF SHEET

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AKC

AutoCAD SHX Text 08-26-2026

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YELLOWSTONE NATIONAL PARK

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MAMMOTH EMERGENCY WATERLINE REPLACEMENT

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EXISTING SITE & DEMO PLAN

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POWERHOUSE ROAD

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SCALE OF FEET

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AutoCAD SHX Text 1" = 100'

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POWERHOUSE

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WETLANDS, TYP.

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REMOVE TEMPORARY ABOVE GROUND LINE ONCE NEW WATER SYSTEM IS ONLINE

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EXISTING VAULT "A" WITH PRESSURE REDUCING VALVES

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RARE PLANT AREA, TYP.

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EXISTING SEWER

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EXISTING VAULT "D" WITH PRESSURE REDUCING VALVES

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MIDDLE ZONE

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LOWER ZONE

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EXISTING VAULT "C" WITH PRESSURE RELIEF VALVES

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ABANDON EXISTING 6" DIP WATERLINE PER NOTE 2 THIS SHEET

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MAMMOTH CAMPGROUND

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UPPER MAMMOTH

AutoCAD SHX Text NOTES: : 1. CONTRACTOR TO VERIFY WATERLINE LOCATION IN THE FIELD TO DETERMINE IF ANY PAVEMENT CONTRACTOR TO VERIFY WATERLINE LOCATION IN THE FIELD TO DETERMINE IF ANY PAVEMENT WILL BE DISTURBED FOR THE PURPOSE OF INSTALLING THE NEW WATERLINE VIA HORIZONTAL DIRECTIONAL DRILLING OR FOR THE ABANDONMENT OF THE EXISTING WATERLINE. 2. ABANDON WATER INFRASTRUCTURE ACCORDING TO PLANS PER SPECIFICATION 02 41 16 - ABANDON WATER INFRASTRUCTURE ACCORDING TO PLANS PER SPECIFICATION 02 41 16 - STRUCTURE DEMOLITION INCLUDING PLUGGING ABANDONED PIPES WITH CONCRETE.

AutoCAD SHX Text ABANDON WATER MAIN AT FIRE HYDRANT, SEE SHEET C2 FOR RECONNECTION TO C2 FOR RECONNECTION TO FOR RECONNECTION TO EXISTING FIRE HYDRANT

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REMOVE FIRE HYDRANT, SEE NOTE 2 THIS SHEET

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ABANDON BROKEN WATER LINE AND WATER SERVICE

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REMOVE ±60 LF WATERLINE AND 3 VALVES, SEE NOTE 2 THIS SHEET

AutoCAD SHX Text USGS LIDAR SURFACE VERTICAL DATUM IS NAVD88. ALL ELEVATIONS ARE ADAPTED FROM 1984 AS-CONSTRUCTED DRAWINGS AND TRANSLATED TO NAVD88 DATUM.

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AutoCAD SHX Text LAYOUT: WATER LINE REPLACEMENT SITE PLAN*1C5AD - PRINTER/PC3: DWG To PDF.pc3 - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King WATER LINE REPLACEMENT SITE PLAN*1C5AD - PRINTER/PC3: DWG To PDF.pc3 - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King - PRINTER/PC3: DWG To PDF.pc3 - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King DWG To PDF.pc3 - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King - DWG VER: 25.0 - PLOTTED BY: Abby King 25.0 - PLOTTED BY: Abby King - PLOTTED BY: Abby King Abby King DWG NAME: S:\Proj2026\243-01 (Mammoth Emergency Waterline Replacement - Civil)\4 Drawings\YNP\Civil\DSGN-BASE.dwg - DATE/TIME: 8/27/2026 11:43:31 PMS:\Proj2026\243-01 (Mammoth Emergency Waterline Replacement - Civil)\4 Drawings\YNP\Civil\DSGN-BASE.dwg - DATE/TIME: 8/27/2026 11:43:31 PM - DATE/TIME: 8/27/2026 11:43:31 PM8/27/2026 11:43:31 PM

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NELSON ENGINEERING

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CONSTRUCTION DRAWINGS

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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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OF

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TITLE OF SHEET

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AKC

AutoCAD SHX Text 08-26-2026

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YELLOWSTONE NATIONAL PARK

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MAMMOTH EMERGENCY WATERLINE REPLACEMENT

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WATERLINE REPLACEMENT

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SITE PLAN

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AutoCAD SHX Text C1

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UPPER MAMMOTH

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REPLACE EXISTING PRESSURE REDUCING VALVES IN VAULT "A" PER DETAIL 1/C4C4

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POWERHOUSE ROAD

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SCALE OF FEET

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AutoCAD SHX Text 1" = 100'

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WETLANDS, TYP.

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REMOVE TEMPORARY ABOVE GROUND LINE ONCE NEW WATER SYSTEM IS ONLINE

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RARE PLANT AREA, TYP.

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EXISTING SEWER

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MIDDLE ZONE

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LOWER ZONE

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REPLACE EXISTING PRESSURE REDUCING VALVES IN VAULT "D" PER DETAIL 3/C4C4

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REPLACE EXISTING PRESSURE RELIEF VALVE IN VAULT "C" PER DETAIL 2/C4C4

AutoCAD SHX Text INSTALL 8" HDPE DR11 WATER LINE,CONNECT TO EXISTING 6" DIP WATER LINE,SEE SHEET C2 FOR PLAN & PROFILEC2 FOR PLAN & PROFILE FOR PLAN & PROFILE

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ABANDON BROKEN WATER LINE PER DEMO SHEET G2G2

AutoCAD SHX Text INSTALL 6" HDPE DR11 WATER SERVICE,CONNECT TO EXISTING APARTMENT LATERAL, SEE SHEET C3 FOR PLAN & PROFILE C3 FOR PLAN & PROFILE FOR PLAN & PROFILE ±420 SF LIMITS OF DISTURBANCE

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MAMMOTH CAMPGROUND

AutoCAD SHX Text RECONNECT EXISTING FIRE HYDRANT TO PROPOSED WATER LINE, SEE SHEET C2 C2 ±720 SF LIMITS OF DISTURBANCE

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INSTALL NEW FIRE HYDRANT, SEE SHEET C2 C2 ±920 SF LIMITS OF DISTURBANCE

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POWER HOUSE

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±3,610 SF LIMITS OF DISTURBANCE,SEE NOTES 1 & 2 THIS SHEET

AutoCAD SHX Text REPLACE VALVE CLUSTER AND CONNECT TO EXISTING 8" WATER LINE±2,590 SF LIMITS OF DISTURBANCE, SEENOTES 1 & 2 THIS SHEET

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POWERHOUSE APARTMENTS

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LIMITS OF DISTURBANCE BROKEN WATER LINE PROPOSED WATER LINE

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LEGEND

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MIDDLE ZONE RARE PLANTS WETLANDS

AutoCAD SHX Text NOTES: : 1. CONTRACTOR TO VERIFY WATER LINE LOCATION IN THE FIELD TO DETERMINE IF ANY CONTRACTOR TO VERIFY WATER LINE LOCATION IN THE FIELD TO DETERMINE IF ANY PAVEMENT WILL BE DISTURBED FOR THE PURPOSE OF INSTALLING THE NEW WATER LINE VIA HORIZONTAL DIRECTIONAL DRILLING OR FOR THE ABANDONMENT OF THE EXISTING WATER LINE. 2. LIMITS OF DISTURBANCE TO INCLUDE STAGING AND PARKING. LIMITS OF DISTURBANCE TO INCLUDE STAGING AND PARKING. 3. ABANDON WATER INFRASTRUCTURE ACCORDING TO PLANS PER SPECIFICATION 02 41 16 - ABANDON WATER INFRASTRUCTURE ACCORDING TO PLANS PER SPECIFICATION 02 41 16 - STRUCTURE DEMOLITION INCLUDING PLUGGING ABANDONED PIPE WITH CONCRETE.

REMOVE FIRE HYDRANT PER DEMO SHEET G2 G2 ±300 SF LIMITS OF DISTURBANCE

-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00

Scale: N.T.S.

CONNECTION TO 8"Ø WATER MAIN

C2

SCALE: N.T.S.

ASPHALT PATCHING DETAIL

C2

Scale: N.T.S.

CONNECTION TO 6"Ø WATER MAIN

C2

TYP. 4' CONCRETE WALKWAY SECTION

C2

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PANEL LENGTH BETWEEN CONTROL JOINTS (5'-0" MAXIMUM)

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WEAKENED PLANE CONTRACTION JOINT (TYP)

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2% (MAXIMUM) CROSS-SLOPE FROM BACK OF WALK TO FRONT

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AutoCAD SHX Text LAYOUT: WATER LINE P&P*1CD10 - PRINTER/PC3: DWG To PDF.pc3 - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King WATER LINE P&P*1CD10 - PRINTER/PC3: DWG To PDF.pc3 - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King - PRINTER/PC3: DWG To PDF.pc3 - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King DWG To PDF.pc3 - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King - DWG VER: 25.0 - PLOTTED BY: Abby King 25.0 - PLOTTED BY: Abby King - PLOTTED BY: Abby King Abby King DWG NAME: S:\Proj2026\243-01 (Mammoth Emergency Waterline Replacement - Civil)\4 Drawings\YNP\Civil\DSGN-WATERLINE.dwg - DATE/TIME: 8/27/2026 11:46:20 PMS:\Proj2026\243-01 (Mammoth Emergency Waterline Replacement - Civil)\4 Drawings\YNP\Civil\DSGN-WATERLINE.dwg - DATE/TIME: 8/27/2026 11:46:20 PM - DATE/TIME: 8/27/2026 11:46:20 PM8/27/2026 11:46:20 PM

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NELSON ENGINEERING

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CONSTRUCTION DRAWINGS

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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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OF

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TITLE OF SHEET

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AKC

AutoCAD SHX Text 08-26-2026

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YELLOWSTONE NATIONAL PARK

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MAMMOTH EMERGENCY WATERLINE REPLACEMENT

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WATER LINE

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PLAN & PROFILE

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SCALE OF FEET

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AutoCAD SHX Text 1" = 30'

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UPPER MAMMOTH

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(HORIZ)

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(VERT)

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SCALE OF FEET

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SCALE OF FEET

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PROFILE SCALE

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MIDDLE ZONE

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LOWER ZONE

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POWERHOUSE

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9" MIN.

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6" MIN. CRUSHED GRAVEL

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TRENCH FILL COMPACTED TO 95% OF MODIFIED PROCTOR DENSITY

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FIRM EXCAVATION LINE

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NEW HOT MIX ASPHALT COMPACTED TO 95% OF MARSHALL DENSITY

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TACK COAT EDGES

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EXISTING ASPHALT SURFACE COURSE

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EXISTING BASE COURSE

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5' MIN.

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12" SEAL COAT ON JOINT AND COVER WITH SAND

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AutoCAD SHX Text NOTE: COMPLY WITH REQUIREMENTS SPECIFIED IN SPECIFICATION : COMPLY WITH REQUIREMENTS SPECIFIED IN SPECIFICATION 32 12 16 - PLANT MIX PAVEMENT

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DEPTH VARIES, MIN. 7' BURY

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POWERHOUSE APARTMENTS

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TEMPORARY ABOVE GROUND LINE IN OPERATION

AutoCAD SHX Text CONNECT TO EXISTING 8" DIP WATER LINE PERDETAIL 3 THIS SHEET, BEGIN HDD BORING, SEE NOTE 2 THIS SHEET

AutoCAD SHX Text STA. 1+20.58 INSTALL 8"X6" WELDED HDPE REDUCING TEE TO PROPOSED FIRE HYDRANT CONNECTION

AutoCAD SHX Text INSTALL ±35 LF 6" HDPE DR11 WATERSERVICE TO PROPOSED FIRE HYDRANT CONNECTION, TRENCH PER DETAIL 7/C4C4

AutoCAD SHX Text ROTATE EXISTING FIRE HYDRANT TO MATCH PROPOSED ALIGNMENT, CONNECT TO EXISTING FIRE HYDRANT PER DETAIL 5/C4 UP TO THE EXISTING VALVEC4 UP TO THE EXISTING VALVE UP TO THE EXISTING VALVE

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ABANDON BROKEN WATER INFRASTRUCTURE ACCORDING TO SHEET G2G2

AutoCAD SHX Text INSTALL ±692 LF 8" HDPE DR11WATER LINE UTILIZING HDD BORING, SEE NOTES THIS SHEET

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NO RECONNECTION REQUIRED

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WATER/SEWER CROSSING, SEE PROFILE

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CONNECT TO EXISTING 8" DIPWATER LINE PER DETAIL 3 THIS SHEET, BEGIN HDD BORING

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EXISTING GRADE

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DITCH

AutoCAD SHX Text INSTALL ±692 LF 8" HDPEDR11 WATER LINE UTILIZING HDD BORING, SEE NOTES THIS SHEET

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3+29.31 INSTALL 8"X6" MJ HDPE REDUCING TEE TO CONNECT TO PROPOSED FIRE HYDRANT

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INSTALL 8"X6" WELDED HDPE REDUCING TEE TO PROPOSED FIRE HYDRANT CONNECTION

AutoCAD SHX Text APPROX. LOCATION OF EXISTING 4" PVC SEWER SERVICE CROSSING, SEE NOTE 3 THIS SHEET

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INSTALL 8"X6" WELDED HDPE REDUCING TEE TO PROPOSED FIRE HYDRANT CONNECTION

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WATER/SEWER CROSSING, SEE PROFILE

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INSTALL FIRE HYDRANT PER DETAIL 5/C4C4

AutoCAD SHX Text INSTALL 8"X6" WELDED HDPE REDUCING TEE TO APARTMENT WATER SERVICE, SEE SHEET C3C3

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CONNECT TO EXISTING 6" DIP WATERLINE PER DETAIL 1 THIS SHEET

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CONNECT TO EXISTING 6" DIP WATER LINE PER DETAIL 1 THIS SHEET

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DITCH

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SEE SHEET C3 FOR C3 FOR FOR APARTMENT WATER SERVICE CONNECTION PLAN & PROFILE

AutoCAD SHX Text NOTES: : 1. ALL WATER MAIN PIPE TO BE INSTALLED USING HORIZONTAL DIRECTIONAL DRILLING (HDD). ALL WATER MAIN PIPE TO BE INSTALLED USING HORIZONTAL DIRECTIONAL DRILLING (HDD). 2. UTILIZE A TRANSITION COUPLING ONCE NEW VALVE CLUSTER IS CONSTRUCTED TO UTILIZE A TRANSITION COUPLING ONCE NEW VALVE CLUSTER IS CONSTRUCTED TO CONNECT TO BORED LINE. MINIMIZE DEFLECTION AS MUCH AS POSSIBLE. 3. EXPLORATORY EXCAVATION IS RECOMMENDED AT THE SEWER CROSSINGS TO CONFIRM EXPLORATORY EXCAVATION IS RECOMMENDED AT THE SEWER CROSSINGS TO CONFIRM PIPE SIZE, TYPE, AND ELEVATION TO ENSURE HDD BORING WILL NOT IMPACT.

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8" HDPEDR11

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EXISTING 6" DIP

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6" EPOXY COATED TRANSITION COUPLING

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8"X6" WELDED HDPE REDUCER

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±3 LF 6" HDPE DR11 PIPE

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INSTALL GATE VALVE PER DETAIL 4/C4C4

AutoCAD SHX Text INSTALL ±24 LF 6" HDPE DR11 WATER SERVICE TOPROPOSED FIRE HYDRANT, TRENCH PER DETAIL 7/C4C4

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8" MJ DIP TEE

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±3 LF 8"DIP PIPE

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8" MJ GATE VALVE PER DETAIL 4/C4C4

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8" HDPE DR11 WATER MAIN,SEE NOTE 2 THIS SHEET

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EXISTING 8" DIPWATER LINE

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EXISTING 8" DIPWATER LINE

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±3 LF 8" DIP PIPE

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8" MJ COUPLING

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8" MJ COUPLING

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8" MJ GATE VALVE PER DETAIL 4/C4C4

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±1 LF 8"DIP PIPE

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±1 LF 8"DIP PIPE

AutoCAD SHX Text APPROX. LOCATION OF EXISTING 4" PVC SEWER SERVICE CROSSING, SEE NOTE 3 THIS SHEET

4" CONCRETE SIDEWALK PER SECTION 32 13 13 - CONCRETE SIDEWALKS

-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20

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SCALE OF FEET

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UPPER MAMMOTH

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(HORIZ)

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(VERT)

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SCALE OF FEET

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SCALE OF FEET

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PROFILE SCALE

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DEPTH VARIES, ESTIMATED FROM 1984 AS-BUILTS

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POWERHOUSE APARTMENTS

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ABANDON BROKEN WATER INFRASTRUCTURE ACCORDING TO SHEET G2

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INSTALL 6"X8" WELDED HDPE REDUCING TEE ON WATER MAIN TO CONNECT WATER SERVICE

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EXISTING GRADE

AutoCAD SHX Text INSTALL ±25 LF 6" HDPE DR11WATER SERVICE PIPE FROM NEW WATER LINE TO EXISTING APARTMENT LATERAL, SEE NOTE 1 THIS SHEET

AutoCAD SHX Text LAYOUT: APARTMENT WATER SERVICE P&P*24FE1 - PRINTER/PC3: DWG To PDF.pc3 - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King APARTMENT WATER SERVICE P&P*24FE1 - PRINTER/PC3: DWG To PDF.pc3 - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King - PRINTER/PC3: DWG To PDF.pc3 - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King DWG To PDF.pc3 - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King - DWG VER: 25.0 - PLOTTED BY: Abby King 25.0 - PLOTTED BY: Abby King - PLOTTED BY: Abby King Abby King DWG NAME: S:\Proj2026\243-01 (Mammoth Emergency Waterline Replacement - Civil)\4 Drawings\YNP\Civil\DSGN-WATERLINE.dwg - DATE/TIME: 8/27/2026 11:46:20 PMS:\Proj2026\243-01 (Mammoth Emergency Waterline Replacement - Civil)\4 Drawings\YNP\Civil\DSGN-WATERLINE.dwg - DATE/TIME: 8/27/2026 11:46:20 PM - DATE/TIME: 8/27/2026 11:46:20 PM8/27/2026 11:46:20 PM

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NELSON ENGINEERING

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CONSTRUCTION DRAWINGS

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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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OF

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TITLE OF SHEET

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AKC

AutoCAD SHX Text 08-26-2026

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YELLOWSTONE NATIONAL PARK

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MAMMOTH EMERGENCY WATERLINE REPLACEMENT

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APARTMENT WATER SERVICE

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PLAN & PROFILE

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ESTIMATED LOCATION OF EXISTING BROKEN 6" DIP WATER SERVICEPER NPS WATER DATA

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ESTIMATED PROFILE OF EXISTING BROKEN 6" DIP WATER SERVICEPER 1984 AS-BUILTS

AutoCAD SHX Text CONNECT TO EXISTING 6" DIP WATERSERVICE WITH A 6" TRANSITION COUPLING, CONTRACTOR TO VERIFY SIZE, DEPTH, AND CONDITION IN FIELD

AutoCAD SHX Text INSTALL ±25 LF 6" HDPE DR11 WATERSERVICE PIPE FROM TEE TO EXISTING APARTMENT LATERAL, SEE NOTE 1 THIS SHEET, TRENCH PER DETAIL 7/C4C4

AutoCAD SHX Text NOTES: : 1. CONNECT TO APARTMENT LATERAL BEFORE ANY EXISTING VALVES OR CURB STOPS TO PREVENT CONNECT TO APARTMENT LATERAL BEFORE ANY EXISTING VALVES OR CURB STOPS TO PREVENT THE NEED FOR FURTHER INFRASTRUCTURE REPLACEMENT. CONTRACTOR TO CONFIRM THE INTEGRITY OF THE EXISTING LATERAL AT THE CONNECTION BEFORE COMPLETING THE CONNECTION.

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INSTALL 6"X8" WELDED HDPE REDUCING TEE ON WATER MAIN TO CONNECT WATER SERVICE

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INSTALL GATE VALVE PER DETAIL 4/C4C4

INSTALL GATE VALVE PER DETAIL 4/C4C4

Scale: N.T.S.

PRESSURE REDUCING VAULT "A"

C4

Scale: N.T.S.

PRESSURE RELIEF VAULT "C"

C4

Scale: N.T.S.

PRESSURE REDUCING VAULT "D"

C4

SCALE: N.T.S.

FIRE HYDRANT ASSEMBLY

C4

SCALE: N.T.S.

TYPICAL THRUST BLOCK DIMENSIONS

C4

SCALE: N.T.S.

PIPE TRENCH DETAIL

C4

SCALE: N.T.S.

BURIED GATE VALVE DETAIL

C4

AutoCAD SHX Text LAYOUT: WATER DETAILS*1D0C5 - PRINTER/PC3: DWG To PDF.pc3 - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King WATER DETAILS*1D0C5 - PRINTER/PC3: DWG To PDF.pc3 - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King - PRINTER/PC3: DWG To PDF.pc3 - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King DWG To PDF.pc3 - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King - PAGE SETUP: 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King 11x17 PDF BW - Publish - DWG VER: 25.0 - PLOTTED BY: Abby King - DWG VER: 25.0 - PLOTTED BY: Abby King 25.0 - PLOTTED BY: Abby King - PLOTTED BY: Abby King Abby King DWG NAME: S:\Proj2026\243-01 (Mammoth Emergency Waterline Replacement - Civil)\4 Drawings\YNP\Civil\DSGN-WATERLINE.dwg - DATE/TIME: 8/27/2026 11:46:20 PMS:\Proj2026\243-01 (Mammoth Emergency Waterline Replacement - Civil)\4 Drawings\YNP\Civil\DSGN-WATERLINE.dwg - DATE/TIME: 8/27/2026 11:46:20 PM - DATE/TIME: 8/27/2026 11:46:20 PM8/27/2026 11:46:20 PM

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NELSON ENGINEERING

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CONSTRUCTION DRAWINGS

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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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OF

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TITLE OF SHEET

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AKC

AutoCAD SHX Text 08-26-2026

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YELLOWSTONE NATIONAL PARK

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MAMMOTH EMERGENCY WATERLINE REPLACEMENT

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WATER DETAILS

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AutoCAD SHX Text 6"

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18" MIN.

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20" MIN.

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BOND BREAKER

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FINISH GROUND

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FLANGED GATE VALVE

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PLACE FILTER FABRIC AROUND AGGREGATE

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TEE AT MAIN, SEE PLAN VIEW FOR PIPE SIZE

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CONCRETE COLLAR

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6" DR11 HDPE

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FLANGED GATE VALVE

AutoCAD SHX Text NOTES: : 1. COMPLY WITH REQUIREMENTS SPECIFIED IN SECTION SPECIFICATION COMPLY WITH REQUIREMENTS SPECIFIED IN SECTION SPECIFICATION 33 12 19 - WATER UTILITY DISTRIBUTION FIRE HYDRANTS 2. DRAIN HOLES ARE NOT PERMITTED IF BELOW WATER TABLE. DRAIN HOLES ARE NOT PERMITTED IF BELOW WATER TABLE. 3. THRUST BLOCKS PER DETAIL 6 THIS SHEET.THRUST BLOCKS PER DETAIL 6 THIS SHEET.

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THRUST BLOCK

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CONCRETE SLAB

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THRUST BLOCK

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KEEP DRAIN HOLE CLEAN, SEE NOTE 2

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SPECIFY CONSTRUCTION

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ENGINEER TO

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FINISH GROUND

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%%UREDUCER

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%%U"Y" BRANCH

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%%UDEAD END

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%%UTEE

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%%UOFFSET

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%%UVERTICAL BEND

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%%UPLUGGED TEE

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%%UVALVE

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%%UHORIZONTAL BEND

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%%UPLUGGED CROSS

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%%UPLUGGED CROSS

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%%UUNBALANCED CROSS

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B/3 (6" MIN.)

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AutoCAD SHX Text 30"

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AutoCAD SHX Text 24"

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AutoCAD SHX Text 14"

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AutoCAD SHX Text 4'-11"

AutoCAD SHX Text 4'-9"

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AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 12"

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AutoCAD SHX Text 1'-11"

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AutoCAD SHX Text 0'-10"

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MINIMUM DIMENSIONS FOR THRUST BLOCKING

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22 1/2%%D BENDS

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11 1/4%%D BENDS

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REDUCERS &

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45%%D BENDS & WYES

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90%%D BENDS

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TEES & PLUGS

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SIZE

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FITTING

AutoCAD SHX Text 6"

AutoCAD SHX Text "C"

AutoCAD SHX Text "A"

AutoCAD SHX Text "B"

AutoCAD SHX Text "C"

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200 PSI

AutoCAD SHX Text "A"

AutoCAD SHX Text "B"

AutoCAD SHX Text "C"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6" & 8"

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VALVE

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SIZE

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MINIMUM DIMENSIONS FOR THRUST BLOCKING - VALVES

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-9"

AutoCAD SHX Text 3'-5"

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AutoCAD SHX Text 2'-6"

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AutoCAD SHX Text 2'-6"

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2- " RODS (SEE 12" RODS (SEEDETAIL 6/C1.8)

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TRENCH BOTTOM

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CONCRETE THRUST BLOCK

AutoCAD SHX Text NOTES: : 1. PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURE IN THE SYSTEM (200 PSI PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURE IN THE SYSTEM (200 PSI FOR THIS PROJECT). 2. VALVES SHALL BE POLY WRAPPED PRIOR TO THE INSTALLATION OF THE THRUST BLOCK VALVES SHALL BE POLY WRAPPED PRIOR TO THE INSTALLATION OF THE THRUST BLOCK AND ANCHOR BOLTS. 3. FITTINGS TO BE SEPARATED FROM BLOCKS WITH AN APPROVED BOND BREAKER, FITTINGS TO BE SEPARATED FROM BLOCKS WITH AN APPROVED BOND BREAKER, SUCH AS POLY WRAP. 4. ALL BLOCKS TO BEAR AGAINST UNDISTURBED MATERIAL. ALL BLOCKS TO BEAR AGAINST UNDISTURBED MATERIAL. 5. DESIGN IS BASED ON 200 PSI MAIN PRESSURE AND 2000 PSF SOIL BEARING DESIGN IS BASED ON 200 PSI MAIN PRESSURE AND 2000 PSF SOIL BEARING CAPACITY.

AutoCAD SHX Text 1 1/2

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AutoCAD SHX Text 3/4

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24" + PIPE O.D. (MAX.)

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8" + PIPE O.D. (MIN.)

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6" (MIN.)

AutoCAD SHX Text 12"

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GROUND SURFACE

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6"(MIN.)

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SUBGRADE OR

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VERTICAL TRENCH WALLS WITH

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TYPE 2 PIPE BEDDING

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MAXIMUM ALLOWABLE SLOPES FOR

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TYPE "A" OR TYPE "B" TRENCH

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TYPE 1 PIPE BEDDING PLACED IN 6" LIFTS

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EXISTING

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STABLE

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TYPE A

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TYPE C

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TYPE

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SHORING TO CONFORM TO O.S.H.A.

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REGULATIONS TYPE 2 EXCAVATION

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REQUIRED FOR SOFT

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OR UNSTABLE

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FOUNDATION

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TRENCHES LESS THAN 20 FEET DEEP,

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CONFORM TO O.S.H.A. RULES AND

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REGULATIONS TYPE 1 EXCAVATION

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BACKFILL AS SPECIFIED

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AND THOROUGHLY CONSOLIDATED TO

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PROVIDE UNIFORM LONGITUDINAL SUPPORT

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OF PIPE.

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STREET

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SURFACE

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ROCK

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(VERTICAL)

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SOIL

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SOIL

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B SOIL

AutoCAD SHX Text 2" THICK X 24" WIDE MINIMUM RIGID, HIGH DENSITY EXTRUDED POLYSTYRENE INSULATION. INSTALL 10" ABOVE SEWER PIPE OR WATER PIPE WITH LESS THAN 6' BURY AND/OR LOCATED UNDER DRIVEWAYS AND WALKWAYS.

AutoCAD SHX Text REPLACE EXISTING 6" PRESSURE REDUCING VALVE ACCORDING TO SPECIFICATION 33 14 00 - WATER UTILITY DISTRIBUTION EQUIPMENT

AutoCAD SHX Text REPLACE EXISTING 6" GATE VALVE ON THE DOWNSTREAM SIDE ACCORDING TO SPECIFICATION 33 12 16 - WATER UTILITY DISTRIBUTION VALVES, CONNECT TO EXISTING FLANGE

AutoCAD SHX Text REPLACE EXISTING 6" GATE VALVE ON THE UPSTREAM SIDE ACCORDING TO SPECIFICATION 33 12 16 - WATER UTILITY DISTRIBUTION VALVES AND INSTALL 6" DIP PIPE SPOOLTO CONNECT TO EXISTING FLANGE

AutoCAD SHX Text REPLACE EXISTING 1" PRESSURE REDUCING VALVE ACCORDING TO SPECIFICATION 33 14 00 - WATER UTILITY DISTRIBUTION EQUIPMENT, INSTALL THD UNION EACH SIDE

AutoCAD SHX Text

INSTALL 1" SS PIPEAND THD FITTINGS

AutoCAD SHX Text REPLACE EXISTING 4" PRESSURE RELIEF VALVE ACCORDING TO SPECIFICATION 33 14 00 - WATER UTILITY DISTRIBUTION EQUIPMENT

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REPLACE EXISTING 4" DIP PIPESPOOL TO FLANGE, CONNECT WITH A FLANGE ADAPTER

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CONNECT TO EXISTING 4" FLANGE

AutoCAD SHX Text DETAIL HAS BEEN DRAWN SLIGHTLY OFFSET TO SHOW 4" INFRASTRUCTURE ABOVE EXISTING 2" AND 6" INFRASTRUCTURE BELOW

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INSTALL 1" SS THD UNION TO CONNECT TO EXISTING CORP STOP

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INSTALL 1" SS TAPPING SADDLE WITH CORP STOP TO CONNECT TO PROPOSED 6" DIP PIPE

AutoCAD SHX Text DETAIL HAS BEEN DRAWN SLIGHTLY OFFSET TO SHOW 1" INFRASTRUCTURE ABOVE EXISTING 4" INFRASTRUCTURE BELOW

AutoCAD SHX Text REPLACE EXISTING 1" PRESSURE REDUCING VALVE ACCORDING TO SPECIFICATION 33 14 00 - WATER UTILITY DISTRIBUTION EQUIPMENT

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INSTALL 1" THD UNIONS

AutoCAD SHX Text REPLACE EXISTING 6" PRESSURE REDUCING VALVE ACCORDING TO SPECIFICATION 33 14 00 - WATER UTILITY DISTRIBUTION EQUIPMENT

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INSTALL 6" DIP PIPE SPOOL

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REPLACE EXISTING 4" DIP PIPE SPOOL TOFLANGE, CONNECT WITH A FLANGE ADAPTER

AutoCAD SHX Text REPLACE EXISTING 4" PRESSURE RELIEF VALVE ACCORDING TO SPECIFICATION 33 14 00 - WATER UTILITY DISTRIBUTION EQUIPMENT

AutoCAD SHX Text 24"

AutoCAD SHX Text NOTE: REPLACE PIPE STANDS WHERE REMOVED ACCORDING TO SPECIFICATION 33 14 00 - WATER UTILITY DISTRIBUTION EQUIPMENT: REPLACE PIPE STANDS WHERE REMOVED ACCORDING TO SPECIFICATION 33 14 00 - WATER UTILITY DISTRIBUTION EQUIPMENT

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6" RESTRAINED FLANGE ADAPTER

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4" RESTRAINED FLANGE ADAPTER

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4" RESTRAINED FLANGE ADAPTER

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6" RESTRAINED FLANGE ADAPTER

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DEPTH PER PLANS

AutoCAD SHX Text NOTE: COMPLY WITH SPECIFICATION 33 14 16 - WATER DISTRIBUTION.: COMPLY WITH SPECIFICATION 33 14 16 - WATER DISTRIBUTION.

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HDPE WATER LINE (SIZE PER PLANS)

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FLANGE OR MJ GATE VALVE, SEE PLANS

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VALVE BOX TO GRADE

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CONCRETE COLLAR (TYPICAL ALL BURIED VALVES)

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FLOW

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THRUST BLOCK, SEE DETAIL 6 THIS SHEET

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FUSED FLANGE ADAPTER OR MJ, SEE PLANS

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12" GATE VALVES AND UNDER

AutoCAD SHX Text 12" STAINLESS STEEL RODS HOOKED INSIDE THRUST BLOCK (2 REQ'D ON MJ GATE VALVES ONLY)

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INSTALL 6" FLANGE ADAPTER TO CONNECT TO EXISTING

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CONNECT TO EXISTING WITH 4" FLANGE ADAPTER

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6" FLANGE ADAPTER TO EXISTING

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6" FLANGE ADAPTER TO EXISTING

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6" FLANGE ADAPTER

24"

Mammoth Waterline Replacement_Design Report

File details come from the government source that posted it. Updated .