A06 Attachment 3 Construction Drawings 136 150563 10142020.pdf

PDF 19 MB Posted

Attached to
GRTE Rehabilitate Moran Water System Federal contract opportunity
Solicitation number
140P1420R0006
Issued by
Department of the Interior National Park Service Intermountain Region

About this file

Written by GovTribe AI ·

This federal solicitation requests offers for the Grand Teton National Park Moran Water System Rehabilitation project. The solicitation seeks replacement of a water system in Moran, including installation of a well house, water and sewer lines, wells, demolition of existing components. It is set aside for Women-Owned Small Businesses and requires payment and performance bonds of 100% of the contract award amount. The project magnitude is estimated between $1,000,000 to $5,000,000 and work must be completed by July 1, 2021. Davis Bacon wage rates apply. Offers may be submitted electronically or directly to the contracting office by the due date. The soliciting agency is the Department of the Interior National Park Service Intermountain Region.

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Other files for this federal contract opportunity

Other files attached to GRTE Rehabilitate Moran Water System, newest first.
File Type Posted
Amendment 5 WOSB Clarification_0005.docx DOCX document
Sol_140P1420R0006_Amd_0005.pdf PDF
Amendment 4 Revised Price Schedule_0004.docx DOCX document
Sol_140P1420R0006_Amd_0004.pdf PDF
Amendment 4 Revised Sheet C1 8 Rev 11252020_0004.pdf PDF
Amendment 4 Q and A_0004.docx DOCX document
Amendment 4 New Sheet L1 2 11242020_0004.pdf PDF
Amendment 4 Definitions of CLINs rev 11252020_0004.pdf PDF
Amendment 3 C3.0 11192020_0003.pdf PDF
Amendment 3 Q and A 11192020_0003.docx DOCX document
Sol_140P1420R0006_Amd_0003.pdf PDF
Sol_140P1420R0006_Amd_0002.pdf PDF
Amendment 2 - Site Visit Attendees with Emails_0002.xlsx XLSX spreadsheet
Amendment 2 - Q and A_0002.docx DOCX document
Amendment 1 - Site Visit Attendees_0001.xlsx XLSX spreadsheet
Amendment 1 - SRLC C-200 preliminary revisions_0001.pdf PDF
Amendment 1 - COR Site Visit Note and Clarifications_0001.pdf PDF
Amendment 1 - Moran Junction Monitor Well log forms_0001.pdf PDF
Sol_140P1420R0006_Amd_0001.pdf PDF
A06 Attachment 5 As Builts GRTE 136 3527A id144427.pdf PDF
A06 Attachment 4 Drawings.zip ZIP file
A06 Attachment 2 SPECS PART 2 MORAN 198970 249646 09032020.pdf PDF
A06 Attachment 7 Moran Well House Geotech Report.pdf PDF
B08 Attachment 10 Past Performance Questionnaire.docx DOCX document
A06 Attachment 1 SPECS PART 1 MORAN 198970 249646 09032020.pdf PDF
B08 Attachment 11 Subcontracting Worksheet.xlsx XLSX spreadsheet
A06 Attachment 8 SRLC Office Geotech Report.pdf PDF
Sol_140P1420R0006.pdf PDF
B03 Attachment 9 Teton County Building WD - WY20200017 08142020.pdf PDF
A06 Attachment 6 Current well UW 6.pdf PDF
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TO

IDAHO FALLS,

IDAHO JACKSON

TO ROCK SPRINGS

GRAND TETON NATIONAL PARK

PARKWAY &

I I

JOHN D. ROCKEFELLER

FOREST

-- - -- PARK BOUNDARY

PAVED ROAD

- - - - - - UNPAVED ROAD

--···-- RIVER

SCALE OF MILES

0 2 4

I I II I I

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v.c.

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PARK HEADQUARTERS

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PICNIC AREA

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198970-

MEMORIAL

REPLACE MORAN TRANSMISSION LINES

249646- REPLACE MORAN WELLS

DRAWING SET: APRIL 2020

CONSTRUCTION DRAWINGS

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

ST. ANTHONY

REXBURG

YELLOWSTONE

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150563 LOCATION WITHIN PARK

MORAN

NAME OF PARK

GRAND TETON NATIONAL PARK

REGION

INTERMOUNTAIN

COUNTY

TETON

STATE

WY

PMIS/PKG NO.

198970,249246

SHEET

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JACKSON

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KELLY

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GROS VENTRE

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AIRPORT

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HQ.

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MOOSE

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LIZARD

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COLTER BAY

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MORAN

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JUNCTION

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JACKSON

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LODGE

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MT. MORAN

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SOUTH TETON

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GRAND

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TETON

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MIDDLE

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TETON

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MT.

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OWEN

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JENNY

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LAKE

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SNAKE

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RIVER

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SIGNAL

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JOHN D.

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ROCKEFELLER, JR.

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MEMORIAL

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PARKWAY

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TO ROCK SPRINGS

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TO

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IDAHO FALLS,

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IDAHO

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TO

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WEST THUMB,

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YELLOWSTONE

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NATIONAL

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PARK

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DUBOIS

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LOWER

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SLIDE

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EMMA

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MATILDA

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TETON

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WILSON

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NATIONAL

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FOREST

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TETON

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NATIONAL

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FOREST

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BRIDGER-TETON

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POWELL

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CODY

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ST. ANTHONY

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REXBURG

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IDAHO

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WYOMING

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MONTANA

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WYOMING

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LANDER

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JACKSON

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IDAHO

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NATIONAL PARK

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YELLOWSTONE

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NATIONAL PARK

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JOHN D. ROCKEFELLER,JR.

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MEMORIAL PARKWAY

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CAMPGROUND

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PARK HEADQUARTERS

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RIVER

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STATE LINE

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UNPAVED ROAD

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PAVED ROAD

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PARK BOUNDARY

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LEGEND

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GRAND TETON NATIONAL PARK

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SCALE OF KILOMETERS

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SCALE OF MILES

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SCALE OF MILES

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STATE

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NATIONAL PARK SERVICE

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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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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TETON

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WY

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DRAWING NO.

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CONSTRUCTION DRAWINGS

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INTERMOUNTAIN

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GRAND TETON NATIONAL PARK

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& JOHN D. ROCKEFELLER MEMORIAL PARKWAY

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THIS PROJECT

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PMIS/PKG NO.

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SHEET

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OF

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MORAN

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REPLACE WATER SUPPLY EQUIPMENT

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2 59

04/20

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SUB SHEET NO.

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TITLE OF SHEET

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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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GRAND TETON NATIONAL PARK

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PMIS/PKG NO.

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SHEET

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OF

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IML

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IML

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TABLE OF CONTENTS

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SHEET INDEX

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SUB SHEET

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SHEET

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TITLE

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COVER

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GENERAL

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TABLE OF CONTENTS

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LEGEND, ABBREVS, & PROJECT NOTES

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EXISTING CONDITIONS & PROJECT CONTROL

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EXISTING CONDITIONS (CONT'D)

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MORAN WATER SYSTEM PROCESS DIAGRAM

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LANDSCAPE

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LANDSCAPE SITE PLAN

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SITEWORK & GRADING LAYOUT

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PARKING LOT DETAILS

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LANDSCAPE DETAILS

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CIVIL

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WATER SYSTEM DRAWING INDEX

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MAIN TRANSMISSION STA. 0+00 TO 5+50 & TANK SUPPLY

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MAIN TRANSMISSION STA. 5+50 TO 12+00 & TANK SUPPLY

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MAIN TRANSMISSION STA. 12+00 TO 15+00 & TANK SUPPLY

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MAIN TRANSMISSION STA. 15+00 TO 20+00 & TANK SUPPLY

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MAIN TRANSMISSION STA. 20+00 TO 25+00 & TANK/WELL SUPPLY

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MAIN TRANSMISSION STA. 25+00 TO 29+00 & WELL SUPPLY LINES

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MAIN TRANSMISSION STA. 29+00 TO 35+00 & WELL SUPPLY LINES

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MAIN TRANSMISSION STA. 35+00 TO END & WELL SUPPLY LINES

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WELL SUPPLY LINES STA. 0+00 TO 6+93 (#3) & 5+99 (#2)

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MAIN DISTRIBUTION NETWORK

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SEWER SYSTEM DRAWING INDEX

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MAIN SANITARY SEWER STA. 0+00 TO 8+25

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FIRE STATION & NEW SEPTIC SEWER LINES

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WATER DETAILS

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WATER DETAILS

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WATER DETAILS

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WATER DETAILS (WELL HOUSE)

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WATER & SEWER DETAILS

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SEWER DETAILS

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SEWER DETAILS

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NEW WELL CONSTRUCTION REQUIREMENTS

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WELL HOUSE PROCESS PIPING PLAN

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WELL HOUSE PROCESS PIPING SECTION

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ARCHITECTURAL

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WELL HOUSE ARCHITECTURAL FLOOR PLAN

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WELL HOUSE ARCHITECTURAL BUILDING ELEVATIONS

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WELL HOUSE ARCHITECTURAL BUILDING ELEVATIONS

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WELL HOUSE ARCHITECTURAL BUILDING SECTIONS

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WELL HOUSE ARCHITECTURAL WALL SECTIONS

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WELL HOUSE ARCHITECTURAL BUILDING DETAILS

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WELL HOUSE ARCHITECTURAL SCHEDULES

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STRUCTURAL

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WELL HOUSE GENERAL STRUCTURAL NOTES

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WELL HOUSE SECTIONS & DETAILS

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WELL HOUSE SECTIONS & DETAILS

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PLUMBING

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PL1.0

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WELL HOUSE GENERAL PLUMBING NOTES & LEGEND

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WELL HOUSE PLUMBING PLAN

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ELECTRICAL

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SYSTEM ELECTRICAL SITE PLAN

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WELL HOUSE ELECTRICAL PANEL SCHEDULES

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M

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(E) PROPANE TANK

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(E) ELECTRICAL METER

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(E) SEWER

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(E) WATER

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(E) TELEPHONE/ FIBER

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(E) ELECTRIC

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(E) EDGE OF ASPHALT

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(E) EDGE OF CONCRETE

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(E) BUILDING OUTLINE

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(E) TELEPHONE BOX

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(E) CONTROL POINT

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(E) POWER POLE

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(E) CURBSTOP

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(E) WATER WELL

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(E) UNDERGROUND ELECTRIC

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(E) FENCE

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(E) LIMITS OF DISTURBANCE

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(E) ITEMS TO BE DEMOLISHED

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CS

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AR

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(N) DOMESTIC HYDRANT

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(N) PUMPOUT

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(N) GATE VALVE

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(N) AIR RELEASE

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(N) MANHOLE

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(N) WATER METER

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(N) WATER LINE

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(N) SEWER LINE

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(N) SEWER CLEAN OUT

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(N) FIRE HYDRANT

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(N) WATER WELL

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(E) EXISTING EXISTING (N) NEW NEW CI CAST IRON CAST IRON CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CO CLEANOUT CLEANOUT CO CONTRACTING OFFICER CONTRACTING OFFICER CONC CONCRETE CONCRETE COR CONTRACTING OFFICER'S REPRESENTATIVE CONTRACTING OFFICER'S REPRESENTATIVE CS COMFORT STATION COMFORT STATION DEMO DEMOLISH DEMOLISH WYDEQ WYOMING DEPT. OF ENVIRONMENTAL QUALITY WYOMING DEPT. OF ENVIRONMENTAL QUALITY DI DUCTILE IRON DUCTILE IRON EG EXISTING GRADE EXISTING GRADE ELEV. ELEVATION ELEVATION ELEVATION EPA ENVIRONMENTAL PROTECTION AGENCY ENVIRONMENTAL PROTECTION AGENCY FFE FLOOR ELEVATION FLOOR ELEVATION FG FINISHED GRADE FINISHED GRADE FT FEET FEET GS GALVANIZED STEEL GALVANIZED STEEL HDPE/PE HIGH DENSITY POLYETHYLENE IE INVERT ELEVATION INVERT ELEVATION IN INCHES INCHES LOD LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE MAX MAXIMUM MAXIMUM MIN MINIMUM MINIMUM MJ MECHANICAL JOINT MECHANICAL JOINT NO NUMBER NUMBER NPS NATIONAL PARK SERVICE NATIONAL PARK SERVICE OD OUTSIDE DIAMETER OUTSIDE DIAMETER OH OVERHEAD OVERHEAD P/O PUMPOUT PUMPOUT PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE SRCG SNAKE RIVER CAMPGROUND SNAKE RIVER CAMPGROUND STA STATION STATION UG UNDERGROUNDUNDERGROUND

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ABBREVIATIONS

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1. THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS (DRAWING 136_3527A, AVAILABLE UPON THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS (DRAWING 136_3527A, AVAILABLE UPON REQUEST). ALL UTILITIES MAY NOT BE SHOWN AND THOSE WHICH ARE SHOWN MAY NOT BE SHOWN ACCURATELY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXACT LOCATIONS AND ELEVATIONS AND NOTIFYING OWNERS OF RESPECTIVE UTILITIES PRIOR TO EXCAVATION. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL NPS OWNED UTILITIES. CONTRACTOR SHALL FIELD VERIFY ALL PIPE SIZES AND TYPES AS NEEDED FOR CONNECTIONS. 2. SURVEY DATA WAS GENERATED BY A SURVEY IN 2018. BASIS FOR NPS SURVEY WORK WAS OPUS GENERATED GPS CONTROL POINTS. HORIZONTAL SURVEY DATA WAS GENERATED BY A SURVEY IN 2018. BASIS FOR NPS SURVEY WORK WAS OPUS GENERATED GPS CONTROL POINTS. HORIZONTAL DATUM IS NAD83 WYOMING STATE PLANE WEST ZONE & VERTICAL IS NAVD88. DIGITAL COPIES OF THE SURVEY AVAILABLE TO THE CONTRACTOR UPON REQUEST. 3. UTILITY INTERRUPTIONS SHALL BE INDICATED ON CONTRACTOR'S SCHEDULE. IN THE CASE THAT NPS IS THE UTILITY OWNER, NOTIFY CONTRACTING UTILITY INTERRUPTIONS SHALL BE INDICATED ON CONTRACTOR'S SCHEDULE. IN THE CASE THAT NPS IS THE UTILITY OWNER, NOTIFY CONTRACTING OFFICER TWO WEEKS IN ADVANCE. 4. CONSTRUCTION SHALL COMPLY WITH ENVIRONMENTAL PROTECTION AGENCY, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, AND WYOMING CONSTRUCTION SHALL COMPLY WITH ENVIRONMENTAL PROTECTION AGENCY, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, AND WYOMING DEPARTMENT OF ENVIRONMENTAL QUALITY RULES AND REGULATIONS. 5. ALL AREAS BEYOND LIMITS OF DISTURBANCE SHOWN ON CONSTRUCTION DRAWINGS ARE CONSIDERED TREE AND PLANT PROTECTION ZONES. NO ALL AREAS BEYOND LIMITS OF DISTURBANCE SHOWN ON CONSTRUCTION DRAWINGS ARE CONSIDERED TREE AND PLANT PROTECTION ZONES. NO GROUND DISTURBANCE SHALL OCCUR OUTSIDE THE SPECIFIED LOD'S UNLESS REVISIONS TO THE LOD'S ARE APPROVED BY COR. NOTIFY COR 2 WEEKS PRIOR TO PROPOSED REMOVAL OF TREES. 6. CONTRACTOR MUST OBTAIN AND EXECUTE SWPPP PER EPA/WYDEQ REGULATIONS. CONTRACTOR MUST OBTAIN AND EXECUTE SWPPP PER EPA/WYDEQ REGULATIONS. 7. PROJECT SITE IS LOCATED IN GRIZZLY BEAR HABITAT. ALL PERSONNEL MUST BE BRIEFED BY AN NPS WILDLIFE SPECIALIST AND TAKE MEASURES TO PROJECT SITE IS LOCATED IN GRIZZLY BEAR HABITAT. ALL PERSONNEL MUST BE BRIEFED BY AN NPS WILDLIFE SPECIALIST AND TAKE MEASURES TO REDUCE POSSIBILITY FOR INTERACTIONS WITH WILDLIFE. ALL FOOD AND FOOD GARBAGE MUST BE STORED IN HARD-SIDED VEHICLES WITH WINDOWS UP. 8. STAGE WITHIN DESIGNATED LIMITS AND WITHIN LOD'S. NEVER WITHIN 5' OF ADJACENT BUILDINGS. WHERE DISTURBANCE WILL OCCUR AS PART OF STAGE WITHIN DESIGNATED LIMITS AND WITHIN LOD'S. NEVER WITHIN 5' OF ADJACENT BUILDINGS. WHERE DISTURBANCE WILL OCCUR AS PART OF CONSTRUCTION, TOPSOIL AND SALVAGEABLE MATERIALS MUST BE STRIPPED PRIOR TO EXCAVATION. 9. RESTORE ALL SURFACES DISTURBED AS A RESULT OF INSTALLATION, DEMOLITION, OR CONSTRUCTION ACTIVITY PER 5.C3.4 UNLESS OTHERWISE NOTED.RESTORE ALL SURFACES DISTURBED AS A RESULT OF INSTALLATION, DEMOLITION, OR CONSTRUCTION ACTIVITY PER 5.C3.4 UNLESS OTHERWISE NOTED.

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PROJECT NOTES:

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LEGEND

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SUB SHEET NO.

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TITLE OF SHEET

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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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GRAND TETON NATIONAL PARK

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PMIS/PKG NO.

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SHEET

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OF

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IML

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IML

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LEGEND, ABBREVIATIONS,

& PROJECT NOTES

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M

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CS

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CS

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SNAKE RIVER LAND COMPANY

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SCALE OF FEET

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CHLORINATION BUILDING

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SUB SHEET NO.

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TITLE OF SHEET

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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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GRAND TETON NATIONAL PARK

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PMIS/PKG NO.

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SHEET

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EXISTING CONDITIONS

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& PROJECT CONTROL

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WELL #1

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SCALE OF FEET

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DETAIL VIEW, THIS SHEET

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4" PVC SUPPLY LINE

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SEPTIC TANKS

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4" TRANSMISSIONLINE WITH CONTROL CABLE IN SAME TRENCH

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6" TRANSMISSIONLINE WITH CONTROL CABLE IN SAME TRENCH

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2" GS LINE WITHCONTROL CABLE IN SAME TRENCH

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ELECTRICAL SUBSTATION

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MORAN SCHOOL

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POST OFFICE

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TETON COUNTY FIRE STATION #4

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FEDERAL HIGHWAYS OFFICE TRAILER

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SHEDS

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TETON COUNTY SCHOOL DISTRICT RESIDENCE

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SHED

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4" PVC SUPPLY LINE

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MORAN ENTRANCE STATION

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50,000 GALLON BURIED CONCRETE TANK

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%%URESIDENTIAL AREA

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SCALE

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%%UMORAN AREA

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SCALE

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DRAIN LINE

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DRAIN LINES

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LEACH FIELD

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QTR. 0355

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QTR. 0210

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QTR. 1428

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QTR. 1432 A/B

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QTR. 1431 A/B

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QTR. 1430 A/B

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QTR. 1429 A/B

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SHED

FULL HOOK-UP RV SITES (TWO, SEASONAL EMPLOYEE HOUSING)

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SAND, 10% GRAVEL

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TOPSOIL

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0 FT

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32 FT

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38 FT

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40 FT

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17 FT 1ST WATER WHEN DRILLED, OCT. 2002

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SAND, FINE "BAD ZONE"

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TOC 6737.8 (2018 SURVEY)

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STATIC WATER LEVEL 13' (2002)

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PUMP INTAKE 27' (2002)

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CHECK VALVE ABOVE PUMP

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2" GS DROP PIPE

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8" METAL CASING

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BOTTOM 38' (2002)

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10' SS WELL SCREEN (32'-37')

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12" METAL CASING (0'-20'), ANNULAR SPACE GROUTED

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3/4 " BRONZE BLEEDER

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3X2 REDUCER

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4" PVC W/ SWING JOINT

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PITLESS ADAPTER

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1" CONDUIT

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WATER TIGHT ADAPTER

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3" GS PIPE AND CAP

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POWER CONDUCTORS

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WELL CASING CAP

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TO PUMPHOUSE

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COBBLES, GRAVEL, CLAY LENSES

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AutoCAD SHX Text GENERAL WELL NOTES; 1. MORAN NO. 3 IS CURRENTLY THE ONLY MORAN NO. 3 IS CURRENTLY THE ONLY SUPPLY FOR MORAN AND WAS CONSTRUCTED SOUTH OF MORAN NO. 1, NEAR THE SNAKE RIVER, IN 2002. THE WELL WAS DRILLED TO A TOTAL DEPTH OF 40 FEET AND WAS COMPLETED BY INSTALLING A TELESCOPING WELL SCREEN FROM 32-37 FEET BELOW GROUND SURFACE. THE WELL WAS TESTED BY PUMPING FOR 26 HOURS AT 75 GPM, RESULTING IN 8 FEET OF DRAWDOWN. 2. DATA ON THIS PAGE ARE FROM AVAILABLE DATA ON THIS PAGE ARE FROM AVAILABLE PROJECT RECORDS AND MAY NOT BE ACCURATE.

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SUB SHEET NO.

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TITLE OF SHEET

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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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GRAND TETON NATIONAL PARK

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PMIS/PKG NO.

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SHEET

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OF

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IML

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EXISTING CONDITIONS

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(CONT'D)

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DRILLER'S LOG:

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WELL HOUSE

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METER VAULT

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FIRE STATION VALVE VAULT

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QTR. 0210 VALVE VAULT

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QTR. 1428 CRAWL SPACE (SIMILAR TO 1429, 1430, 1431, 1435)

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TRANSMISSION LINE TANK VAULT

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TANK INLET

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A.1-TRANSMISSION LINE VAULT

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A.2- CONTROL VAULT

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TANK ACCESS

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TANK VAULTS

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CONTROL VAULT

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%%UPHOTOS OF EXISTING WATER SYSTEM (LOCATIONS G1.2)

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%%UEXISTING WELL (#1)

G1.3

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THIS DRAWING IS FOR CONCEPTUAL PURPOSES ONLY, DO NOT USE FOR ESTIMATING QUANTITIES. CONTROL SEQUENCE 1. TANK LEVEL TURNS ONE WELL ON. WHEN WATER SURFACE TANK LEVEL TURNS ONE WELL ON. WHEN WATER SURFACE ELEVATION REACHES THE LEVEL INDICATED AS "1 WELL ON," THE FIRST WELL PUMP IS TURNED ON, IF IT REACHES THE LEVEL INDICATED AS "2 WELLS ON" THE SECOND WELL PUMP WILL BE TURNED ON. PUMP(S) RUN UNTIL "FULL" ELEVATION IS REACHED. 2. WELL PUMPS ALTERNATE. WELL PUMPS ALTERNATE. 3. WHEN EITHER WELL IS TURNED ON THE GFCI THAT THE WHEN EITHER WELL IS TURNED ON THE GFCI THAT THE CHLORINE PUMP IS PLUGGED INTO IS ACTIVATED

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ST

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AIR RELEASE

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PRESSURE GAUGE

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SAMPLE TAP, THREADLESS

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BUILDING TAP, THREADED WITH VACUUM BREAKER

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ELECTROMAGNETIC FLOWMETER

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SILENT CHECK VALVE

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GLOBE VALVE

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PUMP

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FLUID LEVEL

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ELECTRIC MOTOR

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FLOAT SWITCH

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TRANSDUCER

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CHEMICAL INJECTION PORT

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REDUCER

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GATE VALVE, OPEN UNDER NORMAL OPERATION

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%%USYMBOLS

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%%UGENERAL NOTES

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ULTRASONIC LEVEL SENSOR

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PS

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PRESSURE SWITCH (WELL CONTROL)

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PT

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PRESSURE TRANSDUCER (PUMP CONTROL)

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ST

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PT

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ST

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PT

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(E) 50,000 GALLON BURIED CONCRETE STORAGE TANK

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30 GAL. SODIUM HYPOCHLORITE STORAGE TANK

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CHEMICAL FEED PUMP

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TUBING

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WELL HOUSE CHLORINE ROOM

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WELL HOUSE PLUMBING ROOM

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INLET INVERT +/- 6889

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OUTLET INVERT +/- 6880.32

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WELL #3

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WELL #2

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4-INCH DIP

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4-INCH DIP

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4-INCH DIP

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(N) 8-INCH PE TO 8-INCH PE TODISTRIBUTION SYSTEM

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4-INCH PE

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4-INCH PE

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FULL

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1 WELL ON

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2 WELLS ON

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4-INCH PE

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30 GAL. SODIUM HYPOCHLORITE STORAGE TANK

AutoCAD SHX Text W:\MNT\5-PROJECT MANAGEMENT\2-PROJECTS\PM BRANCH PROJECTS - CURRENT\MO 198970, 249646 MORAN WATER\400-00-DESIGN (IN HOUSE)\400-00-3-DRAWINGS\DESIGN\G_GENERAL\G2.1_SUPPLY PROCESS DIAGRAM_MO.dwg

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SUB SHEET NO.

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TITLE OF SHEET

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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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GRAND TETON NATIONAL PARK

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PMIS/PKG NO.

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SHEET

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OF

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IML

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IML

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MORAN WATER SYSTEM

PROCESS DIAGRAM

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M

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LEGEND:

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ASPHALT; SEE DETAIL 6, SHEET L2.0

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CONCRETE SIDEWALK; SEE DETAIL 2, SHEET L2.0

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CATCH BASIN, SEE DETAIL 1, SHEET L2.1

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12" DIA. PVC DRAIN PIPE (110LF); SEE PIPING CIVIL SPECS

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DRAIN OUTLET, SEE DETAIL 8, SHEET L2.0

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PARKING STALL STRIPING; SEE DETAIL 9, SHEET L2.0

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PARKING STALL STRIPING; SEE DETAIL 9, SHEET L2.0

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SNOW POLE HOLDER TYP, SEE DETAIL 7, SHEET L2.0

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PLANTING AREA; USE MANUFACTURED TOPSOIL

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BID OPTION; CONCRETE SIDEWALK; SEE DETAIL 2,

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SHEET L2.0

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REINFORCED CONCRETE; SEE DETAIL 1, SHEET L2.0

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SNOW POLE HOLDER, SEE DETAIL 7.L2.0

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SEEDING BY NPS

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SUB SHEET NO.

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TITLE OF SHEET

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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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GRAND TETON NATIONAL PARK

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PMIS/PKG NO.

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SHEET

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OF

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MH

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MH

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LANDSCAPE SITE PLAN

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SCALE OF FEET

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QTR. 1432 A/B

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QTR. 1431 A/B

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QTR. 1430 A/B

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QTR. 1429 A/B

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QTR. 1435 A/B

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TCSD RESIDENCE

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TETON COUNTY FIRE STATION #4

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FHWA OFFICE TRAILER

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WELL HOUSE, SEE C4.1

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QTR. 0355

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MORAN SCHOOL

QTR. 1428

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2% SLOPE

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1.5% SLOPE

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1.5% SLOPE

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1.5% SLOPE

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2%+/- SLOPE

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1.5% SLOPE

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1.5% SLOPE

AutoCAD SHX Text W:\MNT\5-PROJECT MANAGEMENT\2-PROJECTS\PM BRANCH PROJECTS - CURRENT\MO 198970, 249646 MORAN WATER\400-00-DESIGN (IN HOUSE)\400-00-3-DRAWINGS\DESIGN\L_LANDSCAPE\L1.1.dwg

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SUB SHEET NO.

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TITLE OF SHEET

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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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GRAND TETON NATIONAL PARK

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PMIS/PKG NO.

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SHEET

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OF

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JB

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JB

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SITEWORK & GRADING

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LAYOUT

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QTR. 1432 A/B

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QTR. 1431 A/B

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QTR. 1430 A/B

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QTR. 1429 A/B

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QTR. 1435 A/B

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TCSD RESIDENCE

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TETON COUNTY FIRE STATION #4

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FHWA OFFICE TRAILER

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WELL HOUSE, SEE C4.2

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QTR. 0355

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GARAGE

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STAGING AREA, SURFACE ACCORDING TO DETAIL C.5.C3.4

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QTR. 0210

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MORAN SCHOOL

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SCALE OF FEET

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DROP INLET, SEE L2.1

12" SDR 26 PVCPIPE, 0.5% SLOPE. BED & INSTALL ACCORDING TO 1.C3.4 & 333100

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HOT MIX ASPHALT, SEE NOTE 1

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FINISHED GRADE

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%%UHOT MIX ASPHALT PAVEMENT

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NTS

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FINISHED GRADE

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AGGREGATE BASE

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6" MIN.

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%%UCEMENT CONCRETE WALKWAY

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NTS

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CEMENT CONCRETE W/ FIBER REINFORCING

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1.5% MAX

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WIDTH PER PLAN

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1/4 " GROOVES

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EXPANSION JOINT, SEE DETAIL 12 THIS SHEET

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CEMENT CONCRETE WALKWAY

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%%UWALKWAY JOINT LOCATIONS

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NTS

AutoCAD SHX Text NOTES: 1. EXPANSION JOINT, ADJACENT TO STRUCTURES EXPANSION JOINT, ADJACENT TO STRUCTURES AND AT MAXIMUM 50' INTERVAL. 2. 1/4" GROOVES WITH 1/4" RADIUS EDGES AT 1/4" GROOVES WITH 1/4" RADIUS EDGES AT INTERVALS EQUAL TO WALKWAY WIDTH.

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EXPANSION JOINT FILLER MATERIAL (2-1/2" THICK)

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%%USIDEWALK EXPANSION JOINT

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NTS

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EQUAL TO WALKWAY WIDTH

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WIDTH PER PLAN

AutoCAD SHX Text NOTES: 1. 1-1/2" SUPERPAVE MIX DESIGN USING 75 GYRATIONS 1-1/2" SUPERPAVE MIX DESIGN USING 75 GYRATIONS WITH PG 64-22 BINDER 2. CRUSHED AGGREGATE BASE COURSE TO MEET THE CRUSHED AGGREGATE BASE COURSE TO MEET THE REQUIREMENTS OF WYDOT STANDARD SPECIFICATIONS

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EXPANSION JOINT FILLER MATERIAL (2-1/2" THICK)

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%%UWALKWAY EXPANSION JOINT

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NTS

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%%UREINFORCED CEMENT CONCRETE WALKWAY

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NTS

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3/4" CRUSHED GRAVEL

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3" MINUS PIT RUN

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FINISHED GRADE

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NATIVE SOILS

AutoCAD SHX Text NOTES: 1. GRAVELS TO BE COMPACTED ACCORDING TO METHOD GRAVELS TO BE COMPACTED ACCORDING TO METHOD SPECIFIED FOR COMPACTION AT PARKING AREAS. 2. VEHICLE SLABS: VEHICLE SLABS: MINIMUM 28 DAY COMPRESSIVE STRENGTH = 5000 PSI ENTRAINED AIR CONTENT: 6% +/- 1% SLUMP RANGE: 4-6 INCHES MAXIMUM WATER/CEMENT RATION: 0.40

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%%USNOW POLE HOLDER DETAIL

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NTS

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2"I.D. X 12" GRAY PVC PIPE

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ASPHALT PAVEMENT

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SUB SHEET NO.

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TITLE OF SHEET

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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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GRAND TETON NATIONAL PARK

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PMIS/PKG NO.

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SHEET

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OF

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MH

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IML

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PARKING LOT DETAILS

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1. WIDTH OF STALLS SHALL BE FIELD VERIFIED BASED ON WIDTH OF STALLS SHALL BE FIELD VERIFIED BASED ON AVAILABLE WIDTH OF PAVEMENT IN PARKING AREA AND SHALL BE APPROVED BY CO PRIOR TO PAVEMENT MARKING INSTALLATION. PARKING STALL WIDTHS SHALL BE TO THE WHOLE FOOT ONLY.

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PER PLAN

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PER PLAN

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4" WHITE LINE (TYP.)

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NOTES:

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%%UDRAIN OUTLET DETAIL

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NTS

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%%UPAVEMENT MARKINGS

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NTS

30" DIA

FOR OPTIONAL ACCESSORIES CHECK ACCESSORIES / HARDWARE SECTION.

CB2' 825#

FOR OPTIONAL HEADS CHECK FOLLOWING PAGES CB110 & CB120.

AVAILABLE WITH OR WITHOUT FLOOR.

NOTES:

2.

1.

3.

2,185#CB

CB

CB

CB

1,470# 1,810#

1,200#

6'

4' 5'

3'

NO. OF

2' 3'

5' 4'

K.O.'sHEIGHT "A"

106'

18" DIA (TYP)

KNOCKOUTS

HEIGHT

4" 6"

"A"

HEIGHT

CODE WEIGHT

GR

GR

102# 204#

INLET BOX

WEIGHTCODE

CATCH BASIN

GRADE RING

"A"

3 1/2"

RING & GRATE

D&L 3559 R&G

WT. 405#

D&L 1180 R&G

RING & GRATE

WT. 405#

2" GR 69#

SECTION "X"-"X"

"X"

SIDE VIEW

18" DIA (TYP)

KNOCKOUTS

TYP

1'-1"

1'-10 1/2"

2'-0"

1 1/2"

2'-2 1/2" "A"

20" DIA

PLAN VIEW

TYP

TYP

18" DIA

"X" 3 1/2" 30" DIA

37" DIA

1'-11 1/2"

Copyrightwww.crhamericas.com

Catch Basins

30" Catch Basin /w Inlet

ISO View

2011 Copyrightwww.crhamericas.com

Catch Basins

30" Catch Basin /w Inlet

3 1/2"

(OPTIONAL) 3 1/2" FLOOR

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%%UCATCH BASIN

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NTS

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SUB SHEET NO.

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TITLE OF SHEET

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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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GRAND TETON NATIONAL PARK

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PMIS/PKG NO.

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SHEET

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OF

AutoCAD SHX Text 198970, 249646

AutoCAD SHX Text 150563

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MH

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MH

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LANDSCAPE DETAILS

AutoCAD SHX Text 4/20

AutoCAD SHX Text L2.1

AutoCAD SHX Text Phone: 208-522-6150 Fax: 208-522-9701

AutoCAD SHX Text 2240 S. Yellowstone Hwy, Idaho Falls, Idaho 83402

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ISSUE DATE:

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FILE NAME:

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230TBCB01

AutoCAD SHX Text 3/2016

AutoCAD SHX Text Phone: 208-522-6150 Fax: 208-522-9701

AutoCAD SHX Text 2240 S. Yellowstone Hwy, Idaho Falls, Idaho 83402

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ISSUE DATE:

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FILE NAME:

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230TBCB01

AutoCAD SHX Text 3/2016

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OR APPROVED EQUAL

OR APPROVED EQUAL

B

C

D

LEGEND

MONITORING WELL

UTILITY POLE

GUYWIRE

CONIFEROUS TREE

CONCRETE

ASPHALT

GRAVEL

OVERHEAD UTILITY LINE

UNDERGROUND TELEPHONE

CONTROL POINT

SINGLE POLE SIGN

oh bt

BUILDING

EDGE OF CONIFEROUS TREES AT DRIPLINE

BUILDING OVERHANG

B

B o h

D o g

H o u s e

C

C

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CS

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(E) PROPANE TANK

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(E) ELECTRICAL METER

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(E) SEWER

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(E) WATER

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(E) TELEPHONE/ FIBER

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(E) ELECTRIC

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(E) EDGE OF ASPHALT

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(E) EDGE OF CONCRETE

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(E) BUILDING OUTLINE

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(E) TELEPHONE BOX

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(E) CONTROL POINT

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(E) POWER POLE

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(E) CURBSTOP

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(E) WATER WELL

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(E) UNDERGROUND ELECTRIC

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(E) FENCE

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(E) LIMITS OF DISTURBANCE

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(E) ITEMS TO BE DEMOLISHED

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CS

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AR

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(N) DOMESTIC HYDRANT

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(N) PUMPOUT

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(N) VALVE

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(N) AIR RELEASE

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(N) MANHOLE

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(N) WATER METER

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(N) WATER LINE

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(N) SEWER LINE

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AR

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(N) SEWER CLEAN OUT

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(N) FIRE HYDRANT

AutoCAD SHX Text W:\MNT\5-PROJECT MANAGEMENT\2-PROJECTS\PM BRANCH PROJECTS - CURRENT\MO 198970, 249646 MORAN WATER\400-00-DESIGN (IN HOUSE)\400-00-3-DRAWINGS\DESIGN\C_CIVIL\C1.0- C1.10 WATER.dwg

AutoCAD SHX Text 10/14/2020

AutoCAD SHX Text 10/20

AutoCAD SHX Text C1.0

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SHEET C1.1: MAIN TRANSMISSION LINE- STA. 0+00 TO 5+50 TANK SUPPLY LINE

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SUB SHEET NO.

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TITLE OF SHEET

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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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GRAND TETON NATIONAL PARK

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PMIS/PKG NO.

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SHEET

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OF

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AutoCAD SHX Text 150563

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IML

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IML

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WATER SYSTEM

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DRAWING INDEX

AutoCAD SHX Text NOTES: 1. ALL BUILDING/FACILITY SERVICE LINES THAT ARE SHOWN TO THE EDGE OF STRUCTURE REQUIRE THAT THE NEW ALL BUILDING/FACILITY SERVICE LINES THAT ARE SHOWN TO THE EDGE OF STRUCTURE REQUIRE THAT THE NEW LINE BE RUN UNDER THE STRUCTURE FOUNDATION WALL AND INTO THE CRAWL SPACE AND CONNECTED TO (E) PLUMBING. THE (E) LINE SHALL BE CAPPED. FLOWABLE FILL SHALL BE USED FOR BACKFILL UNDER STRUCTURES. 2. MINIMUM COVER OVER WATER LINES SHALL BE THE COVER SHOWN ON PROFILES. FOR LINES THAT DO NOT MINIMUM COVER OVER WATER LINES SHALL BE THE COVER SHOWN ON PROFILES. FOR LINES THAT DO NOT HAVE PROFILES OR WHEN A CONFLICT ARISES, MINIMUM COVER SHALL BE 7-FEET UNDER HARDENED SURFACES AND 6-FEET IN VEGETATED/UNIMPROVED AREAS. AREAS WITH GRAVEL OR WITHIN 5-FEET OF A ROAD SHALL HAVE 7-FEET OF COVER. 3. CONTRACTOR MUST FIRST LOCATE AND STAKE THE EXISTING WATER LINE AND OTHER NPS-OWNED UTILITIES CONTRACTOR MUST FIRST LOCATE AND STAKE THE EXISTING WATER LINE AND OTHER NPS-OWNED UTILITIES USING A METAL DETECTOR, GROUND PENETRATING RADAR, OR OTHER APPROVED METHOD. FOR THE PARALLEL SUPPLY AND TRANSMISSION LINE BETWEEN THE MORAN DEVELOPMENT AND THE TANK, THE LOCATION OF THE NEW PARALLEL LINES MAY BE MOVED UP TO 5-FEET TO AVOID EXCAVATION OF THE EXISTING LINE. THIS TYPE OF MINOR RE-ALIGNMENT MUST BE APPROVED IN WRITING BY THE CO, AND MUST NOT RESULT IN COST OR SCHEDULE IMPACTS. 4. MULTIPLE SURVEYS USED. SURVEY DATA ON C1.7 AND C1.8 SHOULD BE CONSIDERED APPROXIMATE. LAY OUT MULTIPLE SURVEYS USED. SURVEY DATA ON C1.7 AND C1.8 SHOULD BE CONSIDERED APPROXIMATE. LAY OUT LINES AND FEATURES USING EDGE OF ROAD FROM THE END OF THE BORE ON THE WEST SIDE OF THE ROAD TO WELL LINE #3 STA. 4+50, WELL LINE #2 STA. 3+50, AND END OF MAIN TRANSMISSION LINE. 5. WATER PLANS & PROFILES SHOW KNOWN UTILITIES. NOT ALL UTILITIES MAY BE SHOWN IN PLAN & PROFILE. WATER PLANS & PROFILES SHOW KNOWN UTILITIES. NOT ALL UTILITIES MAY BE SHOWN IN PLAN & PROFILE. UTILITIES WHICH WILL BE ABANDONED AS PART OF THIS PROJECT ARE INDICATED IN PROFILE WITH RED X'S (X). CONTRACTOR CAN SELECTIVELY DEMOLISH THESE AS LONG AS THE REQUIREMENTS TO MAINTAIN UTILITY X). CONTRACTOR CAN SELECTIVELY DEMOLISH THESE AS LONG AS THE REQUIREMENTS TO MAINTAIN UTILITY ). CONTRACTOR CAN SELECTIVELY DEMOLISH THESE AS LONG AS THE REQUIREMENTS TO MAINTAIN UTILITY SERVICE ARE MET.

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SHEET C1.2: MAIN TRANSMISSION LINE- STA. 5+50 TO 12+00 TANK SUPPLY LINE

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SHEET C1.3: MAIN TRANSMISSION LINE- STA. 12+00 TO 15+00 TANK SUPPLY LINE

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SHEET C1.4: MAIN TRANSMISSION LINE- STA. 15+00 TO 20+00 TANK SUPPLY LINE

AutoCAD SHX Text SHEET C1.5: MAIN TRANSMISSION LINE- STA. 20+00 TO 25+00 TANK/WELL SUPPLIES SHEET C1.10 MAIN DISTRIBUTION NETWORK

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SHEET C1.6: MAIN TRANSMISSION LINE- STA. 25+00 TO 29+00 WELL SUPPLY LINES

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SHEET C1.7: MAIN TRANSMISSION LINE- STA. 29+00 TO 35+00 WELL SUPPLY LINES

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SHEET C1.8: MAIN TRANSMISSION LINE- STA. 35+00 TO END WELL SUPPLY LINES

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SHEET C1.9: WELL SUPPLY LINES STA. 0+00 TO 6+93 (#3) & 5+99 (#2)

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SCALE OF FEET

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1" = 100'

12 59

MAIN TRANSMISSION ("MT," 8" PE ) & TANK SUPPLY ("TS," 4" PE) PROFILE

AutoCAD SHX Text

TANK SUPPLY ("TS," 4" PE) ALIGNMENT STATIONS:

AutoCAD SHX Text W:\MNT\5-PROJECT MANAGEMENT\2-PROJECTS\PM BRANCH PROJECTS - CURRENT\MO 198970, 249646 MORAN WATER\400-00-DESIGN (IN HOUSE)\400-00-3-DRAWINGS\DESIGN\C_CIVIL\C1.0- C1.10 WATER.dwg

AutoCAD SHX Text 4/28/2020

AutoCAD SHX Text 4/20

AutoCAD SHX Text C1.1

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SCALE OF FEET

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AutoCAD SHX Text 1" = 30'

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ELECTRICAL SUB STATION (LOWER VALLEY ENERGY)

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SUB SHEET NO.

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TITLE OF SHEET

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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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GRAND TETON NATIONAL PARK

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PMIS/PKG NO.

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SHEET

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OF

AutoCAD SHX Text 198970, 249646

AutoCAD SHX Text 150563

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IML

AutoCAD SHX Text

IML

AutoCAD SHX Text

MAIN TRANSMISSION

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STA. 0+00 TO 5+50

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& TANK SUPPLY

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PARALLEL 8-INCH PE TRANSMISSION AND 4-INCH PE SUPPLY LINE

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(E) 6" DI TRANSMISSION LINE

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8-INCH PE TRANSMISSION LINE AND 4-INCH PE SUPPLY LINE IN PARALLEL

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A. OVERFLOW LINE

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B. SUPPLY LINE CONNECTION

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D. DRAIN LINE

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C. TRANSMISSION CONNECTION

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%%UTANK IMPROVEMENTS

AutoCAD SHX Text C1.1

AutoCAD SHX Text

SEE 1.C1.1, THIS SHEET

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(E) 50,000 GALLON CONCRETE TANK

AutoCAD SHX Text

SELECTIVE DEMO OF (E) FEATURES BEING REPLACE, TYP.

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(E) DRAIN

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(E) OVERFLOW

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SCALE OF FEET

AutoCAD SHX Text 1" = 20'

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(E) ACCESS HATCH

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(E) CONTROLS MANHOLE

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ACCESS ROAD

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(E) 4" PVC WELL SUPPLY LINE

AutoCAD SHX Text NOTES: A. OVERFLOW LINE: USE EXISTING INLET PENETRATION (I.E.=+/- 6889) FOR 4" PE OVERFLOW LINE: USE EXISTING INLET PENETRATION (I.E.=+/- 6889) FOR 4" PE OVERFLOW LINE. REPLACE LINK SEAL AT TANK, SLOPE AT MIN. 1%, AND CONNECT TO OUTLET & SPLASH PAD FOR D. DRAIN LINE B. SUPPLY LINE CONNECTION: 4" PE FROM END OF SUPPLY LINE ALIGNMENT, GATE SUPPLY LINE CONNECTION: 4" PE FROM END OF SUPPLY LINE ALIGNMENT, GATE END OF SUPPLY LINE ALIGNMENT, GATE , GATE VALVE, & NEW CORE DRILLED PENETRATION AT TANK (INLET I.E 0.5' ABOVE OVERFLOW). USE TWO VERTICAL 90° BENDS AT TANK WALL TO ACHIEVE INLET I.E.C. TRANSMISSION CONNECTION: 8" PE FROM 0+00 TO TANK, GATE VALVE, DI REDUCER TRANSMISSION CONNECTION: 8" PE FROM 0+00 TO TANK, GATE VALVE, DI REDUCER (6X8) & CONNECTION TO (E) 6" AT EDGE OF TANK. DEMO EXISTING VALVE VAULT (RIM =+/-6892.7, PIPE I.E= =+/- 6879.7, I.E.=+/-6878.1) D. DRAIN LINE: LOCATE & CONNECT TO (E) DRAIN LINE (DIAMETER UNKNOWN, DRAIN LINE: LOCATE & CONNECT TO (E) DRAIN LINE (DIAMETER UNKNOWN, I.E.=+/-6875) WITH 4" PE WITHIN 5' OF TANK, SLOPE AT 3.4% FOR OUTLET I.E. OF 6873.7. CONSTRUCT OUTLET & SPLASH PAD PER DETAIL E. PROTECTION OF TANK: DO NOT OPERATE EQUIPMENT OR DRIVE ON TOP OF THE TANK. PROTECTION OF TANK: DO NOT OPERATE EQUIPMENT OR DRIVE ON TOP OF THE TANK. CONTRACTOR SHALL COORDINATE EXCAVATION AND BACKFILL SO THAT NO MORE THAN 10 LINEAR FEET (MEASURE FROM ABOVE) OF TANK WALL ARE EXPOSED AT A GIVEN TIME AND SO THAT PREVIOUSLY EXCAVATED SECTIONS OF TANK WALL HAVE BEEN BACKFILLED AND COMPACTED PER THE REQUIREMENTS OF 312000.

AutoCAD SHX Text

EXISTING GROUND, TYP.

AutoCAD SHX Text

EXISTING GROUND- ADJACENT PROFILE,TYP.

(E) 50,000 GALLON CONCRETE TANK

13 59

AR

AutoCAD SHX Text

TANK SUPPLY ("TS," 4" PE) ALIGNMENT STATIONS:

AutoCAD SHX Text

MAIN TRANSMISSION ("MT," 8" PE ) & TANK SUPPLY ("TS," 4" PE) PROFILE

AutoCAD SHX Text W:\MNT\5-PROJECT MANAGEMENT\2-PROJECTS\PM BRANCH PROJECTS - CURRENT\MO 198970, 249646 MORAN WATER\400-00-DESIGN (IN HOUSE)\400-00-3-DRAWINGS\DESIGN\C_CIVIL\C1.0- C1.10 WATER.dwg

AutoCAD SHX Text 4/28/2020

AutoCAD SHX Text 4/20

AutoCAD SHX Text C1.2

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1" = 30'

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SUB SHEET NO.

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TITLE OF SHEET

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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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GRAND TETON NATIONAL PARK

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PMIS/PKG NO.

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SHEET

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OF

AutoCAD SHX Text 198970, 249646

AutoCAD SHX Text 150563

AutoCAD SHX Text

IML

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IML

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MAIN TRANSMISSION

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STA. 5+50 TO 12+00

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& TANK SUPPLY

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8-INCH PE TRANSMISSION LINE AND 4-INCH PE SUPPLY LINE IN PARALLEL

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EXISTING GROUND, TYP.

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EXISTING GROUND- ADJACENT PROFILE,TYP.

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COMBO AIR RELEASE VAULT (4" & 8")

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(E) 6" DI TRANSMISSION LINE

(E) 4" DI TRANSMISSION LINE

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TANK SUPPLY ("TS," 4" PE) ALIGNMENT STATIONS:

AutoCAD SHX Text

MAIN TRANSMISSION ("MT," 8" PE ) & TANK SUPPLY ("TS," 4" PE) PROFILE

AutoCAD SHX Text W:\MNT\5-PROJECT MANAGEMENT\2-PROJECTS\PM BRANCH PROJECTS - CURRENT\MO 198970, 249646 MORAN WATER\400-00-DESIGN (IN HOUSE)\400-00-3-DRAWINGS\DESIGN\C_CIVIL\C1.0- C1.10 WATER.dwg

AutoCAD SHX Text 4/28/2020

AutoCAD SHX Text 4/20

AutoCAD SHX Text C1.3

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SCALE OF FEET

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AutoCAD SHX Text 1" = 30'

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SUB SHEET NO.

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TITLE OF SHEET

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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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GRAND TETON NATIONAL PARK

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PMIS/PKG NO.

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SHEET

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OF

AutoCAD SHX Text 198970, 249646

AutoCAD SHX Text 150563

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IML

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IML

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MAIN TRANSMISSION

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STA. 12+00 TO 15+00

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& TANK SUPPLY

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8-INCH PE TRANSMISSION LINE AND 4-INCH PE SUPPLY LINE IN PARALLEL

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EXISTING GROUND, TYP.

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EXISTING GROUND- ADJACENT PROFILE,TYP.

(E) 4" DI TRANSMISSION LINE

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TANK SUPPLY ("TS," 4" PE) ALIGNMENT STATIONS:

AutoCAD SHX Text

MAIN TRANSMISSION ("MT," 8" PE ) & TANK SUPPLY ("TS," 4" PE) PROFILE

AutoCAD SHX Text W:\MNT\5-PROJECT MANAGEMENT\2-PROJECTS\PM BRANCH PROJECTS - CURRENT\MO 198970, 249646 MORAN WATER\400-00-DESIGN (IN HOUSE)\400-00-3-DRAWINGS\DESIGN\C_CIVIL\C1.0- C1.10 WATER.dwg

AutoCAD SHX Text 4/28/2020

AutoCAD SHX Text 4/20

AutoCAD SHX Text C1.4

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1" = 30'

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SUB SHEET NO.

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TITLE OF SHEET

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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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GRAND TETON NATIONAL PARK

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PMIS/PKG NO.

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SHEET

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OF

AutoCAD SHX Text 198970, 249646

AutoCAD SHX Text 150563

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IML

AutoCAD SHX Text

IML

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MAIN TRANSMISSION

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STA. 15+00 TO 20+00

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& TANK SUPPLY

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8-INCH PE TRANSMISSION LINE AND 4-INCH PE SUPPLY LINE IN PARALLEL

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EXISTING GROUND, TYP.

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EXISTING GROUND- ADJACENT PROFILE,TYP.

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(E) 4" DI TRANSMISSION LINE

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MORAN SCHOOL

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COMMUNICATION, ELECTRICAL BOXES, & POWER POLE TYP.

FIBER BOX

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W

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CS

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TANK SUPPLY ("TS," 4" PE) ALIGNMENT STATIONS:

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WELL #2 ("W2," 4" PE) STATIONS:

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WELL #3 ("W3," 4" PE) STATIONS:

AutoCAD SHX Text MAIN TRANSMISSION ("MT," 8" PE), TANK SUPPLY ("TS," 4" PE), WELL #2 ("W2," 4" PE) & WELL #3 ("W3," 4" PE) PROFILE

AutoCAD SHX Text W:\MNT\5-PROJECT MANAGEMENT\2-PROJECTS\PM BRANCH PROJECTS - CURRENT\MO 198970, 249646 MORAN WATER\400-00-DESIGN (IN HOUSE)\400-00-3-DRAWINGS\DESIGN\C_CIVIL\C1.0- C1.10 WATER.dwg

AutoCAD SHX Text 4/28/2020

AutoCAD SHX Text 4/20

AutoCAD SHX Text C1.5

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1" = 30'

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SUB SHEET NO.

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TITLE OF SHEET

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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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GRAND TETON NATIONAL PARK

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PMIS/PKG NO.

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SHEET

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OF

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AutoCAD SHX Text 150563

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IML

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IML

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MAIN TRANSMISSION STA.

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20+00 TO 25+00 &

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TANK/WELL SUPPLIES

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MAIN DISTRIBUTION LOOP ALIGNMENT, SEE C1.10

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1" PE SERVICE W/PUMP OUT DRAIN

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1" PE SERVICE W/METER (FROM 8")

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2" PE SERVICE, MIN. 7' COVER

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2" PE SERVICE W/METER, MIN. 7' COVER

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1" PE SERVICE TO DOM. HYDRANT W/DRAIN, MIN. 5' COVER

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FIRE HYDRANT #2 (FROM 8")

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1" PE SERVICE , CONNECT TO (E) (FROM 8")

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QTR. 1428

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TCSD RESIDENCE

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TETON COUNTY FIRE STATION #4

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FHWA OFFICE TRAILER

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WELL HOUSE, SEE C4.1

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SHEDS

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SHED

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WATER-SEWER CROSSINGS

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WATER

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SEWER

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SPECIFIC REQUIREMENTS

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(N) FIRE STATION SERVICE

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(N) FIRE STATION/FHWA MAIN

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WATER UNDER SEWER, USE PVC C900 FOR SEWER

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(N) FHWA TRAILER SERVICE

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(N) FHWA TRAILIER SERVICE

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WATER UNDER SEWER, USE PVC C900 FOR SEWER

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(N) TCSD RESIDENCE SERVICE

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(N) TCSD RESIDENCE SERVICE

AutoCAD SHX Text

WATER UNDER SEWER, USE PVC C900 FOR SEWER

AutoCAD SHX Text

(N) MAIN TRANSMISSION, W2 & W3 SUPPLY

AutoCAD SHX Text

(E) MH 1 TO MH 2

AutoCAD SHX Text

WATER UNDER SEWER, ENCASE ALL WATER LINES

AutoCAD SHX Text

(N) QTR 1428 SERVICE

AutoCAD SHX Text

(E) OR (N) QTR 1428 SERVICE

AutoCAD SHX Text WATER UNDER SEWER, ENCASE WATER OR USE SEWER FOR WATER PIPE (IF 1428 SERVICE IS AWARDED)

AutoCAD SHX Text NOTES: 1. SEE DETAILS 3.C3.5 AND 4.C3.5 FOR GENERAL REQUIREMENTS FOR WATER SEWER SEE DETAILS 3.C3.5 AND 4.C3.5 FOR GENERAL REQUIREMENTS FOR WATER SEWER CROSSINGS. 2. SEE C2 FOR SEWER LOCATIONS/ELEVATIONS.SEE C2 FOR SEWER LOCATIONS/ELEVATIONS.

AutoCAD SHX Text

(E) CONCRETE CURB

AutoCAD SHX Text

EXISTING GROUND, TYP.

AutoCAD SHX Text

EXISTING GROUND- ADJACENT PROFILE,TYP.

AutoCAD SHX Text

FINISHED GRADE, SEE L1.1, TYP.

FINISHED GRADE,…

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