A06_40610683_GRTE_174170_-_Signal_Mtn_WWTP_-_Final_Drawings_-_01_09_23.pdf

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Attached to
GRTE IMPROVE SIGNAL MTN WASTEWATER SYST.
Solicitation number
140P1423R0010
Issued by

About this file

Written by GovTribe AI ·

This federal contract opportunity notice solicits offers for the Grand Teton National Park Signal Mountain Water Wastewater System Rehabilitation project. The project includes improvements to the Signal Mountain Lagoon B98 Headworks Building. The total project value is estimated between $1 million to $3 million, with a 365-day period of performance beginning within 10 days of notice to proceed.

The solicitation is set aside for certified women-owned small businesses. The NAICS code is 237110 with a $39.5 million size standard. Questions are due by the specified date prior to offers, which shall be submitted via email. Offerors must be registered in SAM and have current representations and certifications. The agency requests a detailed price proposal breakdown. Site visits are available with advanced notice to the contracting officer.

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Other files

File Type Posted
Sol_140P1423R0010_Amd_0004.pdf PDF
Amendment_4_Questions_and_Answers_0004.pdf PDF
Sol_140P1423R0010_Amd_0003.pdf PDF
Sol_140P1423R0010_Amd_0002.pdf PDF
Amendment_2_Questions_and_Answers_0002.pdf PDF
Amendment_1_Questions_and_Answers_0001.docx DOCX document
Site_Visit_Sign_In_0001.jpeg JPEG file
Sol_140P1423R0010_Amd_0001.pdf PDF
B03_40610683_Teton_County_Heavy_WY20230003_rev_01062023.pdf PDF
B08_40610683_Attachment_8_Past_Performance_Questionnaire.docx DOCX document
Construction_Contract_Administration.docx DOCX document
B08_40610683_Attachment_7_Limitation_on_Subcontracting_Report.xlsx XLSX spreadsheet
B08_40610683_Attachment_6_General_References.pdf PDF
Sol_140P1423R0010.pdf PDF
A06_40610683_GRTE_174170_-_Signal_Mtn_WWTP_-_Final_Specs_-_01_09_23.pdf PDF
B08_40610683_Attachment_5_Project_Experience_Form.docx DOCX document
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JACKSON

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GROS VENTRE

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AIRPORT

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SIGNAL

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JOHN D.

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ROCKEFELLER, JR.

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TO ROCK SPRINGS

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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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RIGBY

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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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MONTANA

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GRAND TETON

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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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PICNIC AREA

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RANGER STATION

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PARK HEADQUARTERS

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VISITOR CENTER

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RIVER

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HQ.

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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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%%UGRAND 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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BASIC DATA:

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QUALITY DESIGN CERTIFICATION

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OR

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OR

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AutoCAD SHX Text Prepared in Accordance with Design

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AutoCAD SHX Text Construction Drawing Not Preceded

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AutoCAD SHX Text 11/30/21 17:42 GREEN R23 S:\PROJ2021\393-01 (NPS, GTNP - SIGNAL MOUNTAIN WASTEWATER PD-SD - CIVIL)\4 DRAWINGS\CIVIL\SIGNAL_TITLE-PAGE.DWG XREFS: .\XREFS\XG-GRTEBASE.DWG;

AutoCAD SHX Text 11/30/21 17:42 GREEN R23 S:\PROJ2021\393-01 (NPS, GTNP - SIGNAL MOUNTAIN WASTEWATER PD-SD - CIVIL)\4 DRAWINGS\CIVIL\SIGNAL_TITLE-PAGE.DWG XREFS: .\XREFS\XG-GRTEBASE.DWG;

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BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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DENVER SERVICE CENTER

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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 PROJECT

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DRAWING NO.

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PMIS/PKG NO.

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OF

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SHEET

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IMPROVE THE SIGNAL MOUNTAIN WASTEWATER SYSTEM

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SIGNAL MOUNTAIN

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TETON

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WYOMING

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FINAL CONSTRUCTION DRAWINGS

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GRAND TETON NATIONAL PARK

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INTERMOUNTAIN

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NORTHWESTERN

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WYOMING

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USGS TOPO MAP; REVISED & REDRAWN 8/93. UPDATED 11/98. SGS.

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AutoCAD SHX Text 174170

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AutoCAD SHX Text 11/30/21 17:42 GREEN R23 S:\PROJ2021\393-01 (NPS, GTNP - SIGNAL MOUNTAIN WASTEWATER PD-SD - CIVIL)\4 DRAWINGS\CIVIL\SIGNAL_TITLE-PAGE.DWG XREFS: .\XREFS\XG-GRTEBASE.DWG;

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

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REVISION

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THIS PROJECT

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SHEET INDEX

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SHEET NUMBER

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SUB SHEET

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SHEET TITLE

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TITLE SHEET

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EXISTING SITE OVERVIEW

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PROCESS FLOW DIAGRAM

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DEMOLITION PLAN & STAGING AREA

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SITE IMPROVEMENTS OVERVIEW

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FORCE MAIN REALIGNMENT PLAN & PROFILE

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WASTEWATER TREATMENT PLANT AREA SITE PLAN

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SEPTAGE RECEIVING VAULT & DUMP PAD DETAILS

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HEADWORKS BUILDING & EQUIPMENT DETAILS

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LAGOON IMPROVEMENTS DETAILS

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CIVIL DETAILS

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CIVIL DETAILS

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CIVIL DETAILS

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ELECTRICAL LEGEND, ABBREVIATIONS, & SYMBOLS

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ELECTRICAL SITE PLAN

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ELECTRICAL PLAN

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ELECTRICAL DETAILS

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ELECTRICAL ONE-LINE DIAGRAMS

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ELECTRICAL SCHEDULES & SCHEMATICS

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MP.1

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MECHANICAL & PLUMBING PLAN

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MP.2

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MECHANICAL & PLUMBING SCHEDULES

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HEADWORKS BUILDING ELEVATIONS

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HEADWORKS BUILDING PLANS & SECTIONS

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SEPTAGE RECEIVING VAULT GENERAL STRUCTURAL NOTES

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SEPTAGE RECEIVING VAULT PLAN & SECTIONS

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SEPTAGE RECEIVING VAULT DETAILS

EXISTING SITE OVERVIEW

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TETON PARK ROAD

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SCALE OF FEET

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FINAL CONSTRUCTION DRAWINGS

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NELSON ENGINEERING

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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OF

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TITLE OF SHEET

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AK/BJG

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GRAND TETON NATIONAL PARK, WYOMING

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SIGNAL MOUNTAIN WASTEWATER SYSTEM

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REVISION

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AutoCAD SHX Text COMMON ABBREVIATIONS ARV AIR RELIEF VALVE/VAULT AIR RELIEF VALVE/VAULT CIP CAST IRON PIPE CAST IRON PIPE CY CUBIC YARDS CUBIC YARDS DIP DUCTILE IRON PIPE DUCTILE IRON PIPE HDPE HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE LF LINEAR FEET LINEAR FEET MH MANHOLE MANHOLE NPS NATIONAL PARK SERVICE NATIONAL PARK SERVICE PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE SDR STANDARD DIMENSION RATIO STANDARD DIMENSION RATIO WWTP WASTEWATER TREATMENT PLANTWASTEWATER TREATMENT PLANT

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EXISTING SITE LEGEND

AutoCAD SHX Text CONTRACTOR NOTE CAUTION: UNDERGROUND UTILITY LOCATIONS ARE NOT GUARANTEED, NOR IS THERE ANY UNDERGROUND UTILITY LOCATIONS ARE NOT GUARANTEED, NOR IS THERE ANY UNDERGROUND UTILITY LOCATIONS ARE NOT GUARANTEED, NOR IS THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES (WHETHER FUNCTIONAL OR ABANDONED) WITHIN THE PROJECT AREA ARE SHOWN ON THESE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES BEFORE STARTING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM CONTRACTORS WORK.

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CO

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AutoCAD SHX Text = INDEX CONTOUR INDEX CONTOUR = MINOR CONTOUR MINOR CONTOUR = FENCE = UNDERGROUND POWER = SANITARY SEWER = TOP OF BANK = BUILDING = BYPASS LINE = GRAVEL AREA GRAVEL AREA = WATER VALVE = ELECTRIC TRANSFORMER = ELECTRIC BOX = ELECTRIC METER = UTILITY MANHOLE = CLEANOUT CLEANOUT = SANITARY SEWER MANHOLE = SANITARY SEWER VALVE = VENT = WELL = FIR TREE

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WV

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SS

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DESIGNATION

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EASTING

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NORTHING

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ELEVATION

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AutoCAD SHX Text 2483737.236'

AutoCAD SHX Text 1539641.428'

AutoCAD SHX Text 6894.85'

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AutoCAD SHX Text 2483645.725'

AutoCAD SHX Text 1539627.790'

AutoCAD SHX Text 6893.74'

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SIGNAL MOUNTAIN CONTROL POINTS

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CELL 1

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CONCRETE DRYING BED

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CELL 2

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CELL 3

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WINTER DRAINFIELD

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LOCATION OF SUMMER EFFLUENT DISCHARGE

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DRYING BED (OLD SLUDGE POND)

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SEPTAGE RECEIVING

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EXISTING 6" CAST IRON PIPE FORCE MAIN

AutoCAD SHX Text AIR-RELIEF VALVE INVERT ELEV. = 6891.0', FROM AS-BUILT DRAWINGS AND ADJUSTED BASED ON SURVEY DATA

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APPROX. LOCATION OF EXISTING WELL AND WATER SERVICE

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6" DIP BYPASS CELL #1

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6" DIP BYPASS CELL #2

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6" DIP BYPASS CELL #3

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CELL #2 OUTLET MANHOLE INVERT ELEV. = 6886.55'

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SEPTAGE DISCHARGE PIPE INVERT ELEV. = 6891.78'

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DISCHARGE PIPE INVERT ELEV. = 6882.84'

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GRAVEL ACCESS ROAD

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INLET MANHOLE INVERT ELEV. = 6890.58'

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FENCE

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CLEANOUT, TYP.

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TRANSFORMER

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APPROXIMATE LOCATION OF ABANDONED BLOWER LINE AND VALVES

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LEACHFIELD MANHOLE, INVERT ELEV. = 6890.17'

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MANHOLE INVERT ELEV. = 6888.78'

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APPROXIMATE LOCATION OF 6" DIPLINE FROM TREATMENT AREA

AutoCAD SHX Text MANHOLE INVERT ELEV. = 6893.80', FROM AS-BUILT DRAWINGS AND ADJUSTED BASED ON SURVEY DATA

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4" PVC UNDERDRAIN RETURN

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CELL #3 OUTLET MANHOLE INVERT ELEV. = 6886.23'

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MANHOLE INVERT ELEV. = 6886.74'

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WELL SM-5

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MANHOLE INVERT ELEV. = 6885.93'

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ABANDONED DISCHARGE PIPE

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ABANDONED DISCHARGE PIPE

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ABANDONED DISCHARGE PIPE

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EXISTING 3-PHASE POWER TO THE TRANSFORMER

AutoCAD SHX Text INLET MANHOLE DISCHARGE PIPE INVERT ELEV. = 6880.0', FROM AS-BUILT DRAWINGS AND ADJUSTED BASED ON SURVEY DATA

EXISTING BLOWER BUILDING

PROCESS FLOW DIAGRAM

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HEADWORKS BUILDING

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AERATION CELL 1

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AERATION CELL 2

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POLISHING CELL 3

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SEPTAGE RECEIVING VAULT

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6" CIP FORCE MAIN

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DISCHARGE MANHOLE

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EXISTING SEPTAGE RECEIVING MANHOLE

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FROM SIGNAL MOUNTAIN COLLECTION SYSTEM 6" CIP FORCE MAIN

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8" DIP EXISTING OUTFALL

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MH

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MH

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6" DIPBYPASS

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6" DIPEFFLUENT PIPE TO SUMMER DISCHARGE

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6" HDPE FORCE MAIN

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6" HDPE FORCE MAIN

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6" HDPE BYPASS

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12" DIP GRAVITY

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10" DIP GRAVITY

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CONCRETE PAD WITH TRENCH DRAIN

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ELECTRICAL BUILDING

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SEPTAGE DUMP STATION

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WASHDOWN PAD

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LEGEND

AutoCAD SHX Text PROPOSED PIPE OR STRUCTURE EXISTING PIPE OR STRUCTURE TO REMAIN EXISTING PIPE OR STRUCTURE TO BE REMOVED EXISTING BYPASS TO REMAIN VALVE FLOW DIRECTION

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FINAL CONSTRUCTION DRAWINGS

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NELSON ENGINEERING

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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AK/BJG

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GRAND TETON NATIONAL PARK, WYOMING

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SIGNAL MOUNTAIN WASTEWATER SYSTEM

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REVISION

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MH

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TO WINTER LEACHFIELD

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4" PVC UNDERDRAIN RETURN FROM DRYING BED

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6" PVC FLOOR DRAIN

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6" DIP GRAVITY BYPASS

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12" DIP GRAVITY

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6" DIP BYPASS

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6" DIP BYPASS

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6" CIP FORCE MAIN

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6" DIP DISCHARGE PIPE

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6" DIPEFFLUENT PIPE

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6" DIPEFFLUENT PIPE

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REALIGNMENT OF EXISTING FORCE MAIN

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6" TRENCH DRAIN

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6" PVC GRAVITY DRAIN

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MH

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CONNECT TO EXISTING BYPASS

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DECANT MH

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6" DIP EFFLUENT PIPE

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6" DIPEFFLUENT PIPE

6" DIPEFFLUENT PIPE

DEMOLITION PLAN & STAGING AREA

DEMOLITION PLAN &

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STAGING AREA

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AutoCAD SHX Text DEMOLITION NOTES 1. THE EXISTING SANITARY SEWER SYSTEM SHALL REMAIN OPERATIONAL AT ALL TIMES. THE THE EXISTING SANITARY SEWER SYSTEM SHALL REMAIN OPERATIONAL AT ALL TIMES. THE CONTRACTOR SHALL COORDINATE ALL TEMPORARY BYPASS OPERATIONS WITH WITH CONTRACTING OFFICER OR THEIR DESIGNATED REPRESENTATIVE 2. THE CONTRACTOR SHALL DEMOLISH AND REMOVE THE SEPTAGE DUMP FACILITIES FROM THE SITE. THE CONTRACTOR SHALL DEMOLISH AND REMOVE THE SEPTAGE DUMP FACILITIES FROM THE SITE. 3. THE CONTRACTOR SHALL CAP BOTH ENDS ON ALL SEWER LINES ABANDONED IN PLACE. THE CONTRACTOR SHALL CAP BOTH ENDS ON ALL SEWER LINES ABANDONED IN PLACE. 4. TEMPORARY FENCING IS NECESSARY TO PREVENT WILDLIFE FROM ENTERING THE WASTEWATER TEMPORARY FENCING IS NECESSARY TO PREVENT WILDLIFE FROM ENTERING THE WASTEWATER TREATMENT FACILITY, SEE SPECIFICATION 01 50 00 TEMPORARY FACILITIES AND CONTROLS. 5. SEE SPECIFICATION 02 41 16 STRUCTURE DEMOLITION FOR A LIST OF ITEMS TO BE SALVAGED OR SEE SPECIFICATION 02 41 16 STRUCTURE DEMOLITION FOR A LIST OF ITEMS TO BE SALVAGED OR REMOVED AND DISPOSED OF OUTSIDE THE PARK FOR THE REPURPOSING OF THE EXISTING BLOWER BUILDING: 5.1. REMOVE AND DISPOSE OF ALL BLOWER EQUIPMENT AND PIPING. REMOVE AND DISPOSE OF ALL BLOWER EQUIPMENT AND PIPING. 5.2. SEAL ALL PIPE PENETRATIONS IN THE WALL WITH A NON SHRINK GROUT SEAL ALL PIPE PENETRATIONS IN THE WALL WITH A NON SHRINK GROUT 5.3. REMOVE AND DISPOSE OF PRESSURE TANKS AND WATER PIPING. REMOVE AND DISPOSE OF PRESSURE TANKS AND WATER PIPING. 5.4. EXISTING TRAVELING HOIST SHALL BE SALVAGED AND DELIVERED TO THE NPS. EXISTING TRAVELING HOIST SHALL BE SALVAGED AND DELIVERED TO THE NPS. 5.5. CONCRETE BLOWER PADS MAY REMAIN, BUT THE EXISTING EMBEDDED BOLTS SHALL BE CUT CONCRETE BLOWER PADS MAY REMAIN, BUT THE EXISTING EMBEDDED BOLTS SHALL BE CUT FLUSH WITH THE CONCRETE. 5.6. REMOVE AND DISPOSE OF EXISTING CONTROL PANELS FOR THE EXISTING AERATORS. REMOVE AND DISPOSE OF EXISTING CONTROL PANELS FOR THE EXISTING AERATORS. 5.7. EXISTING AERATORS SHALL BE SALVAGED AND DELIVERED TO THE NPS. EXISTING AERATORS SHALL BE SALVAGED AND DELIVERED TO THE NPS. 5.8. REMOVE AND DISPOSE OF EXISTING POWER CONDUCTORS TO THE AERATORS.REMOVE AND DISPOSE OF EXISTING POWER CONDUCTORS TO THE AERATORS.

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FINAL CONSTRUCTION DRAWINGS

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NELSON ENGINEERING

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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AutoCAD SHX Text 176702

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AK/BJG

AutoCAD SHX Text 10/04/2022

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GRAND TETON NATIONAL PARK, WYOMING

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SIGNAL MOUNTAIN WASTEWATER SYSTEM

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REVISION

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SCALE OF FEET

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PREVIOUSLY ABANDONED POWER TO REMAIN IN PLACE

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EXISTING 6" CIP FORCE MAIN TO BE ABANDONED IN PLACE AND REALIGNED PER SHEET C.3

AutoCAD SHX Text REMOVE AND DISPOSE OF EXISTING FENCE AND GATE. SEE SHEET C.4 FOR NEW FENCING REQUIREMENTS

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REMOVE AND DISPOSE OF EXISTING WASHPAD

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STAGING AREAS

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REMOVE AND DISPOSE OF EXISTING CONCRETE SEPTAGE DUMP STATION

AutoCAD SHX Text REMOVE AND DISPOSE OF EXISTING SEPTAGE RECEIVING MANHOLE AND VALVES/CLEANOUT. CAP THE EXISTING OUTFALL OUTSIDE OF LAGOON SO THE LINER IS NOT COMPROMISED

AutoCAD SHX Text EXISTING TRANSFORMER TO BE RELOCATED. COORDINATE WITH LOWER VALLEY ENERGY, SEE SHEET E.1

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EXISTING BLOWER BUILDING TO REMAIN, SEE NOTE 5

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STAGING AREA

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AERATION CELL 1

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AERATION CELL 2

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POLISHING CELL 3

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CONCRETE DRYING BED

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WINTER DRAINFIELD

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DRYIING BED (OLD SLUDGE POND)

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EXISTING ELECTRICAL SERVICE TO BE ABANDONED AND REMOVED FROM SITE, SEE SHEET E.1

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REMOVE AND DISPOSE OF EXISTING ARV

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ABANDON EXISTING WATER SERVICE IN PLACE, SEE SHEET C.4

AutoCAD SHX Text INSTALL ±540 LF PORTABLE CHAIN LINK FENCING PERSPECIFICATION 01 50 00 TEMPORARY FACILITIES AND CONTROLS

APPROXIMATE LOCATION OF BLOWER LINE AND VALVES

N=1539588.32 E=2483821.84

N=1539565.35 E=2483859.00

N=1539512.27 E=2483776.62

N=1539694.64 E=2483701.80

N=1539704.65 E=2483751.61

N=1539636.52 E=2483808.91

N=1539601.79 E=2483821.35

N=1539531.23 E=2483827.04

SITE IMPROVEMENTS OVERVIEW

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SITE IMPROVEMENTS

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OVERVIEW

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SCALE OF FEET

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FINAL CONSTRUCTION DRAWINGS

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NELSON ENGINEERING

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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AutoCAD SHX Text 176702

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AK/BJG

AutoCAD SHX Text 10/04/2022

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GRAND TETON NATIONAL PARK, WYOMING

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SIGNAL MOUNTAIN WASTEWATER SYSTEM

AutoCAD SHX Text 174170

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REVISION

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SITE LEGEND

AutoCAD SHX Text INDEX CONTOUR MINOR CONTOUR WATER SERVICE SEWER LINE FENCE BURIED POWER LIMITS OF DISTURBANCE STAGING AREA MONITORING WELL POWER TRANSFORMER

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SIGNAL MOUNTAIN WWTP IMPROVEMENTS DESIGN CRITERIA

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EQUIPMENT

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QTY

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DETAILS

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SEPTAGE RECEIVING

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AutoCAD SHX Text DIMENSIONS 18' x 6' x 3', 8"-12" GROUT CHANNELS

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TOTAL VOLUME 2,400 GAL

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SEPTAGE TRUCK QUICK-CAM CONNECTION, 6 INCH

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MECHANICAL BARSCREEN

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CAPACITY: 1 MGD

AutoCAD SHX Text MANUFACTURER & MODEL: HUBER Ro 1

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MOTORS: CLASS 1 DIV 2

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HEADWORKS BUILDING

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AutoCAD SHX Text DIMENSION: 26' x 12'

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STEEL FRAMED WITH METAL ROOFING & SIDING

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DECANT POND MANHOLE

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SIZE: 6-FT

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DEPTH: 6 FT

AutoCAD SHX Text SMOOTH WEIR: 15" WIDE x ±30'

AutoCAD SHX Text SAWTOOTH WEIR: 9" WIDE x ±26'

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MECHANICAL AERATORS

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HP, EACH: 5

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MANUFACTURER & MODEL: FLUENCE TORNADO

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PONTOON FLOATS: 2/AERATOR

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MOTOR: 5 HP, 3 PHASE, 230 V, 60 HZ

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OPERATING ANGLE RANGE: 45 DEG TO 60 DEG

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UTILITY SERVICE BARGE

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MANUFACTURER & MODEL: AQUA CYCLE 8X12

AutoCAD SHX Text PLATFORM SIZE: 8' x 12'

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FLOATATION: 2 - 23" AL PONTOONS

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HEAVY-DUTY OUTBOARD MOTOR MOUNT

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DAVIT CRANE

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AERATION CELL 1

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AERATION CELL 2

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POLISHING CELL 3

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EXISTING 6" CIP FORCE MAIN

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WELL SM-5

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36'X16' CONCRETE SEPTAGE DUMP PAD, SEE SHEET C.5

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FORCE MAIN REALIGNMENT, SEE SHEET C.3

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EXISTING ACCESS ROAD

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INSTALL NEW HEADWORKS BUILDING, SEE SHEET C.6

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CONCRETE DRYING BED

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WINTER DRAINFIELD

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DRYING BED (OLD SLUDGE POND)

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CONNECT TO EXISTING WATER SERVICE, SEE SHEET C.4

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INSTALL CONCRETE SEPTAGE DUMP RECEIVING VAULT, SEE SHEET C.5

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ELECTRICAL BUILDING

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EXISTING DISCHARGE MANHOLE TO REMAIN

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INSTALL NEW GATE, SEE SHEET C.4

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INSTALL NEW FENCE, SEE SHEET C.4

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INSTALL 12" DIP ABOVE GRADE DISCHARGE PIPE, SEE SHEET C.4

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APPROXIMATE LOCATION OF ABANDONED BLOWER LINE AND VALVES

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INSTALL NEW TRANSFORMER, COORDINATE WITH LVE, SEE SHEET E.1

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INSTALL FORCE MAIN BYPASS, SEE SHEET C.3

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FLOOR DRAIN AND TRENCH DRAIN LINE, SEE SHEET C.6

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LIMITS OF DISTURBANCE

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EXISTING 3-PHASE POWER TO THE TRANSFORMER

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TREES TO REMAIN

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INSTALL DECANT MANHOLE, SEE SHEET C.7

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REPLACED AERATOR, TYP. 9 LOCATIONS, SEE SHEET C.7

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SEE SHEET E.1 FOR BURIED POWER REQUIREMENTS TO AERATORS

UTILITY BARGE

-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

N=1539588.32 E=2483821.84

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

SCALE: N.T.S.

FORCE MAIN BYPASS CONNECTION

C.3

SCALE: N.T.S.

EXISTING BYPASS CONNECTION

C.3

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%%UCONTRACTOR NOTE:

AutoCAD SHX Text CAUTION: UNDERGROUND UTILITY LOCATIONS ARE NOT GUARANTEED, NOR IS THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES (WHETHER FUNCTIONAL OR ABANDONED) WITHIN THE PROJECT AREA ARE SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES BEFORE STARTING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM CONTRACTORS WORK.

AutoCAD SHX Text SCALES: (22x34) 1"=10' HOR. 1"=8' VER.

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FORCE MAIN REALIGNMENT

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PLAN & PROFILE

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AutoCAD SHX Text C.3

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FORCE MAIN REALIGNMENT

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FORCE MAIN BYPASS

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FINAL CONSTRUCTION DRAWINGS

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NELSON ENGINEERING

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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AutoCAD SHX Text 176702

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AK/BJG

AutoCAD SHX Text 10/04/2022

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GRAND TETON NATIONAL PARK, WYOMING

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SIGNAL MOUNTAIN WASTEWATER SYSTEM

AutoCAD SHX Text 174170

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REVISION

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6" CIP

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CELL 1

AutoCAD SHX Text NOTES: : 1. CONTRACTOR SHALL VERIFY THAT THE EXISTING FORCE MAIN CONTRACTOR SHALL VERIFY THAT THE EXISTING FORCE MAIN DEPTH IS DEEPER THAN 5' AT THE PROPOSED TIE IN. 2. EXISTING BYPASS WAS TAKEN FROM AS-BUILT DRAWINGS. EXISTING BYPASS WAS TAKEN FROM AS-BUILT DRAWINGS. EXACT LOCATION, DEPTH, AND PIPE TYPE WILL NEED TO BE VERIFIED IN THE FIELD. 3. SEE SPECIFICATION 02 41 16 STRUCTURE DEMOLITION FOR SEE SPECIFICATION 02 41 16 STRUCTURE DEMOLITION FOR REQUIREMENTS ON SEWER SERVICE OUTAGES.

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6" HDPE SDR 17 FORCE MAIN

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REMOVE EXISTING AIR-RELIEF VAULT

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±95 LF 6" SDR 17HDPE BYPASS

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INSTALL PLUG VALVES

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EXISTING GRADE

AutoCAD SHX Text BEGIN FORCE MAIN REALIGNMENT, CONNECT TO EXISTING WITH A RESTRAINED TRANSITION COUPLING

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EXISTING 6" CIP FORCE MAIN

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APPROXIMATE LOCATION OF FORCE MAIN REALIGNMENT, SEE NOTE 1 THIS SHEET

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INSTALL BYPASS CONNECTION AT STA. 1+50.41

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VALVE BOX, SEE DETAIL 3/C.8

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PLUG VALVE

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SEPTAGE RECEIVING VAULT, SEE SHEET C.5

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EXISTING GRADE

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INSTALL FORCE MAIN BYPASS, SEE DETAIL 2 THIS SHEET

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INSTALL LINK SEAL AT PIPE PENETRATION INVERT IN = 6896.0'

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FINISHED GRADE

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±95 LF 6" SDR 17 HDPE BYPASS

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CONNECT TO EXISTING BYPASS APPROX. INVERT IN = 6888.7'

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±151 LF 6" SDR 17 HDPE PIPE

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INSTALL PLUG VALVE

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INSTALL PLUG VALVE

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INSTALL FORCE MAIN BYPASS CONNECTION, SEE DETAIL 2 THIS SHEET

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INSTALL FORCE MAIN BYPASS, SEE DETAIL 2 THIS SHEET

AutoCAD SHX Text CONNECT TO EXISTING BYPASS APPROX. INVERT IN = 6888.7' SEE DETAIL 1 THIS SHEET SEE NOTE 2 THIS SHEET

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FORCE MAIN BYPASS

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REMOVE AND DISPOSE OF EXISTING ARV

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EXISTING 6" DIP BYPASS PIPE

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LIMITS OF DISTURBANCE

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LIMITS OF DISTURBANCE

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EXISTING 6" DIP BYPASS

AutoCAD SHX Text INSTALL RESTRAINED TRANSITION COUPLING TO TRANSITION FROM 6" HDPE TO 6" DIP ATBEND, SEE NOTE 2

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6" HDPE BYPASS LINEFROM FORCE MAIN

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INSTALL 6" DI TEE

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6" HDPE FORCEMAIN BYPASS

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6" HDPE FORCE MAIN

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3 LF OF 6" HDPE

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3 LF OF 6" HDPE

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INSTALL 6" PLUGVALVE, TYP. OF 2

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FINISHED GRADE

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FUSE MJ ADAPTOR TO PLAIN END HDPE PIPES AT FITTINGS AND VALVES

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MAINTAIN GRADE AS TO NOT CREATE HIGH POINTS IN THE FORCE MAIN ALIGNMENT

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INSTALL THRUST BLOCK AT EACH VALVE AND FITTING, SEE DETAIL 2/C.8

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CUT EXISTING PIPE AFTER FITTING, REMOVE AND DISPOSE OF EXISTING FITTING AND PIPE

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EXISTING PIPE TO BE REMOVED

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EXISTING FITTING TO BE REMOVED

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VALVE BOX, SEE DETAIL 3/C.8

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SCALE OF FEET

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SCALE OF FEET

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DEFLECT 6" HDPESDR 17 FORCE MAIN

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INSTALL 6" HDPE SDR 17 90° BEND

AutoCAD SHX Text SCALES: (22x34) 1"=10' HOR. 1"=8' VER.

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±74 LF 6" SDR 17HDPE PIPE, S=1.0%

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INSTALL FORCE MAIN PUMP-OUT DRAIN, SEE DETAIL 10/C.8

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INSTALL PUMP-OUT DRAIN AT STA. 1+60.35

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DEFLECT 6" HDPESDR 17 FORCE MAIN

±20 LF 6" SDR 17 HDPE PIPE

N=1539588.32 E=2483821.84

6895.00 N=1539627.80 E=2483733.32

6895.00 N=1539616.32 E=2483736.84

6895.00 N=1539608.71 E=2483711.98

6895.00 N=1539620.19 E=2483708.46

6895.50

6895.50

6897.00

6893.93

6893.75

6894.17 6894.46

6894.29

6895.00

6895.89

6896.12

6896.90

6896.90

N=1539634.04 E=2483763.60

N=1539643.94 E=2483776.19

N=1539672.23 E=2483753.93

N=1539662.33 E=2483741.33

6896.00

6896.00

6895.00

6895.60

6893.68

6896.00

6895.95

6895.48

6894.92

6894.92

6896.00

6895.95

WASTEWATER TREATMENT

PLANT AREA SITE PLAN

6890.00

6890.00

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WASTEWATER TREATMENT

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PLANT AREA SITE PLAN

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HEADWORKS BUILDING FFE = 6895.0'

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INSTALL 8'X14' CONCRETE PAD, SEE SHEET C.6

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MATCH EXISTING

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NEW GRAVEL PARKING AND ACCESS, SEE DETAIL 7/C.8

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MATCH EXISTING

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FORCE MAIN BYPASS, SEE SHEET C.3

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FINAL CONSTRUCTION DRAWINGS

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NELSON ENGINEERING

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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AutoCAD SHX Text 176702

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AK/BJG

AutoCAD SHX Text 10/04/2022

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GRAND TETON NATIONAL PARK, WYOMING

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SIGNAL MOUNTAIN WASTEWATER SYSTEM

AutoCAD SHX Text 174170

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REVISION

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SCALE OF FEET

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EXISTING INLET MANHOLE

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EXISTING 6" CIP FORCE MAIN

AutoCAD SHX Text 12" DIP PIPE OUTFALL FROM HEADWORKS BUILDING, SEESHEET C.6 FOR PIPING PROFILE, INVERT ELEV. = 6894.0'

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APPROXIMATE LOCATION OF BLOWER LINES

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SEE SHEET C.3 FOR CONNECTION TO EXISTING BYPASS

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ABANDON BYPASS LINE, SEE SHEET C.1

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HEADWORKS BUILDING, SEE SHEET C.6

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CONCRETE SEPTAGE DUMP PAD, SEE SHEET C.5

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INSTALL ±8 LF 6" SCH40 PVCDRAIN FROM TRENCH DRAIN, S=6.0%

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INSTALL ±8 LF 6" SCH40 PVC DRAIN FROM CLEANOUT, S=5.0%

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SEE SHEET C.6 FOR CONNECTION TO EXISTING 6" DIP PIPE

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SEPTAGE RECEIVING VAULT, SEE SHEET C.5

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INSTALL ±320 LF OF NEW FENCE, SEE SHEET C.9

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INSTALL NEW GATE, SEE SHEET C.10

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FORCE MAIN BYPASS CONNECTION, SEE SHEET C.3

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FORCE MAIN REALIGNMENT, SEE SHEET C.3

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EXISTING WELL TO REMAIN

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CONNECT NEW FENCE TO EXISTING FENCE

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CONNECT NEW FENCE TO EXISTING FENCE

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INSTALL YARD HYDRANT, SEE DETAIL 5/C.8

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INSTALL ±8 LF 6" SCH40 PVC, S=10.0%

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MATCH EXISTING GRADE ALONG EXISTING BLOWER BUILDING

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OUTFALL FROM EXISTING 6" DIP PIPE

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INSTALL NEW TRANSFORMER AND CONCRETE PAD PER SHEET E.1, COORDINATE WITH LVE

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INSTALL ±28 LF 1" HDPE SDR 11 WATERSERVICE PIPE, SEE DETAIL 1/C.8 FOR TRENCHING

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INSTALL ±65 LF 1" HDPE SDR 11 WATERSERVICE PIPE, SEE DETAIL 1/C.8 FOR TRENCHING

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SEE SHEET C.6 FOR ALL ABOVE GROUND SEPTAGE PIPING

AutoCAD SHX Text NOTES: : 1. EXACT LOCATION, PIPE TYPE, AND PIPE SIZE OF THE EXISTING WATER SERVICE EXACT LOCATION, PIPE TYPE, AND PIPE SIZE OF THE EXISTING WATER SERVICE IS UNKNOWN. CONTRACTOR SHALL POTHOLE TO DETERMINE IN THE FIELD.

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ELECTRICAL BUILDING, SEE SHEET E.1

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CONNECT TO EXISTING WATER SERVICE, SEE NOTE 1 THIS SHEET

AutoCAD SHX Text EXISTING SPOT ELEVATION DESIGN SPOT ELEVATION NEW GRAVEL ACCESS GRAVEL REPLACEMENT RECLAMATION AREA

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INSTALL AERATORS, TYP. OF 9, PER DETAIL 2/C.7

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INSTALL 22.5° BEND, INVERT ELEV. = 6891.92'

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INSTALL 6" SCH40 PVC TEE INVERT ELEV. = 6890.24'

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INSTALL ±28 LF 6" SCH40 PVC, S=6.0%

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SEE SHEET C.6 FOR ALL ABOVE GROUND SEPTAGE PIPING

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INSTALL CLEANOUT, SEE DETAIL 4/C.8 INVERT ELEV. = 6891.0'

AutoCAD SHX Text PROVIDE BALL VALVE ON WATER SERVICE INTERIOR TO THE BUILDING, SEE MECHANICAL PLANS

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LEGEND

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SEE SHEET E.1 FOR BURIED POWER LOCATIONS

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INSTALL FORCE MAIN PUMP-OUT DRAIN, SEE DETAIL 10/C.8

UTILITY BARGE

SCALE: N.T.S.

SEPTAGE RECEIVING VAULT & DUMP PAD

C.5

A C.5

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SECTION

C.5 A

C C.

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SECTION

C.5 C

SCALE: N.T.S.

TRENCH DRAIN CONNECTION DETAIL

C.5

SCALE: N.T.S.

TRENCH DRAIN PROFILE

C.5

SCALE: N.T.S.

SECTION

C.5 B

BC.5

C C.

BC.5

N=1539620.19 E=2483708.46

N=1539608.71 E=2483711.98

N=1539627.80 E=2483733.32

N=1539616.32 E=2483736.84

A C.5

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6" (MIN.) COMPACTED IMPORTED BASE COURSE, TYP.

AutoCAD SHX Text

SEPTAGE RECEIVING VAULT

AutoCAD SHX Text

& DUMP PAD DETAILS

AutoCAD SHX Text

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text C.5

AutoCAD SHX Text

FINAL CONSTRUCTION DRAWINGS

AutoCAD SHX Text

NELSON ENGINEERING

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

AutoCAD SHX Text 176702

AutoCAD SHX Text

AutoCAD SHX Text

AK/BJG

AutoCAD SHX Text 10/04/2022

AutoCAD SHX Text

GRAND TETON NATIONAL PARK, WYOMING

AutoCAD SHX Text

SIGNAL MOUNTAIN WASTEWATER SYSTEM

AutoCAD SHX Text 174170

AutoCAD SHX Text Mark

AutoCAD SHX Text

REVISION

AutoCAD SHX Text Date

AutoCAD SHX Text Initial

AutoCAD SHX Text

HEADWORKS BUILDING

AutoCAD SHX Text

SEPTAGE DUMP PAD

AutoCAD SHX Text F.F.E.= 6895.0'

AutoCAD SHX Text

ELEV. = 6895.67'

AutoCAD SHX Text

INSIDE BTM OF VAULT

AutoCAD SHX Text

TOP VAULT

AutoCAD SHX Text

ELEV. = 6899.0'

AutoCAD SHX Text

HEADWORKS BUILDING

AutoCAD SHX Text

ELEV. = 6895.0'

AutoCAD SHX Text

BTM OF VAULT

AutoCAD SHX Text NOTE: ALL ABOVE GROUND DIP MJ JOINTS SHALL ALL ABOVE GROUND DIP MJ JOINTS SHALL UTILIZE MECHANICAL THRUST RESTRAINT.

AutoCAD SHX Text NOTES: 1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. 2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE AIR POCKETS. 3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL AND CONCRETE SURROUND. 4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" [3mm] ABOVE THE TOP OF THE CHANNEL EDGE. 5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS.

AutoCAD SHX Text

MIN. 0.5%%% SLOPE

AutoCAD SHX Text

SEPTAGE RECEIVING VAULT

AutoCAD SHX Text

6" FORCE MAIN,SEE SHEET C.3

AutoCAD SHX Text

INSTALL PIPE BOLLARD, TYP. OF 2, SEE DETAIL 9/C.8C.8

AutoCAD SHX Text

INSTALL TRENCH DRAIN, NEENAH MODEL R-4996 OR EQUAL, SEE DETAIL 2 THIS SHEET

AutoCAD SHX Text

INSTALL 6" DIP 45° BENDINVERT ELEV. = 6895.97'

AutoCAD SHX Text

±2 LF 10" DIPSEWER MAIN, S=2%

AutoCAD SHX Text

6" OVERFLOW PIPINGELEV. = 6897.66'

AutoCAD SHX Text

6" FLANGE CAM-LOCKSTYLE CONNECTION

AutoCAD SHX Text COAT INTERIOR CONCRETE WITH PROTECTIVE COATING, SEE SPECIFICATION SECTION 33 05 13

AutoCAD SHX Text

22"± 6" FLGXFLG SCH40 STAINLESS STEEL PIPE

AutoCAD SHX Text

CONCRETE SEPTAGE TRUCK PAD 16'X36', SEE DETAIL 3/S.2

AutoCAD SHX Text

GROUT BOTTOM OF VAULT TO DIRECT FLOW TO THE OUTLET PIPE S=1.4%±

AutoCAD SHX Text

6" CAM-LOCK STYLE CONNECTIONINVERT ELEV. = 6898.0'

AutoCAD SHX Text

6" PVC DRAIN

AutoCAD SHX Text

INSTALL ±6 LF 10" DIP SEWER PIPE ABOVE GRADE, S=2%

AutoCAD SHX Text

CONNECT 6" PVC TO TRENCH DRAINOUTLET, SEE DETAIL 3 THIS SHEET

AutoCAD SHX Text

INVERT ELEV. = 6898,0'

AutoCAD SHX Text

SEE SHEET C.6 FOR CONTINUATION

AutoCAD SHX Text

SEE SHEET C.6 FOR CONTINUATION

AutoCAD SHX Text

SEE SHEET C.6 FOR CONTINUATION

AutoCAD SHX Text

INSTALL ±2 LF 6" DIPABOVE GROUND, S=0%

AutoCAD SHX Text

INSTALL 6" DIP 22.5° BENDINVERT ELEV. = 6895.97'

AutoCAD SHX Text

INSTALL ±2 LF 6" SCH40 STAINLESS STEELABOVE GROUND FROM OVERFLOW, S=0%

AutoCAD SHX Text

ELEV. = 6897.66' PIPE OUTLET INVERT ELEV. = 6895.97'

AutoCAD SHX Text

INVERT ELEV. = 6895.75'

AutoCAD SHX Text INSTALL 10 DIP 22.5° MJBEND AND MECHANICAL THRUST RESTRAINT INVERT ELEV. = 6895.63'

AutoCAD SHX Text

INVERT ELEV. = 6895.58' SEE PROFILE VIEW BELOW

AutoCAD SHX Text

INSTALL ±2 LF 10" DIP SEWERPIPE ABOVE GRADE, S=2%

AutoCAD SHX Text

SEE SHEET C.6 FOR CONTINUATION

AutoCAD SHX Text

INSTALL PIPE STAND 1 LF EACH SIDE OF OF FITTING, SEE DETAIL 8/C.8

AutoCAD SHX Text

INSIDE BOTTOM OF VAULT INVERT ELEV. = 6895.67'

AutoCAD SHX Text

PIPE STAND, SEE DETAIL 8/C.8

AutoCAD SHX Text

FITTING, SEE PLAN VIEW ABOVE

AutoCAD SHX Text

INSTALL PIPE STAND 1 LF FROM FITTING, SEE DETAIL 8/C.8

AutoCAD SHX Text

INVERT ELEV. = 6895.58'

AutoCAD SHX Text

INVERT ELEV. = 6895.75'

AutoCAD SHX Text

±6 LF 10" DIPSEWER MAIN, S=2%

AutoCAD SHX Text

6" FLGXFLG SCH40 STAINLESS STEEL 90° BEND

AutoCAD SHX Text

FG ELEV. = 6895.50', SEE SHEET C.4 FOR GRADING

AutoCAD SHX Text

SEE SHEET A.1 FOR STRUCTURAL DESIGN

AutoCAD SHX Text

BOTTOM OF DRAIN ELEV. = 6896.40'

AutoCAD SHX Text

±6 LF 6" SCH40 PVC

AutoCAD SHX Text

6" 90° PVC FITTINGINVERT ELEV. = 6892.40'

AutoCAD SHX Text

6" SCH40 PVC, SEE SHEETC.6 FOR CONTINUATION

AutoCAD SHX Text

SEE SECTION VIEW FOR DETAILS

AutoCAD SHX Text

INSTALL LINK SEALS AT ALL PIPE PENETRATIONS

AutoCAD SHX Text

USE 6" BOTTOM OUTLET TOCONNECT TO DRAIN OUTLET. SEE DETAIL 3 THIS SHEET

AutoCAD SHX Text

TRENCH DRAIN, SEE DETAIL 2 THIS SHEET

AutoCAD SHX Text

1 LF 6" PEXFLG SCH40STAINLESS STEEL PIPE

AutoCAD SHX Text

INSTALL 6" FLGXFLG SCH40 STAINLESS STEEL 90° BEND

AutoCAD SHX Text

6" OVERFLOW PIPINGPIPE OUTLET INVERT ELEV. = 6895.97'

AutoCAD SHX Text

INSTALL ±8" OF 6" SCH40STAINLESS STEEL PIPE ELEV. = 6897.66'

AutoCAD SHX Text

INSTALL LINK SEAL AT PIPE PENETRATION

AutoCAD SHX Text

INSTALL 6" DIP 22.5° BENDINVERT ELEV. = 6895.97'

AutoCAD SHX Text

INSTALL LINK SEALS AT PIPE PENETRATIONS, TYP. OF 4 THIS VAULT

AutoCAD SHX Text

±2 LF 6" FBE DIP PIPE

AutoCAD SHX Text

INSTALL 6" FLANGE ADAPTER

AutoCAD SHX Text

CONSTRUCT 6" WIDE FLOW CHANNEL AT BOTTOM OF VAULT

AutoCAD SHX Text

6" (MIN.) COMPACTED IMPORTED BASE COURSE, TYP.

AutoCAD SHX Text

6" FORCE MAIN,SEE SHEET C.3

AutoCAD SHX Text

6" FORCE MAIN,INVERT ELEV. = 6896.0'

AutoCAD SHX Text

INVERT ELEV. = 6896.0'

AutoCAD SHX Text

SLOPE CONCRETE PAD TO TRENCH DRAIN. SEE SHEET S.1

GROUT BOTTOM OF VAULT TO DIRECT FLOW TO THE OUTLET PIPE, S=1.4%±

AA A

AEMA A

S S

FLOW

A C.5

A C.5

SCALE: NTS

DRAIN CONNECTION DETAIL

C.6

N.T.S.

FLOOR DRAIN

C.6

SCALE: NTS

HEADWORKS BUILDING

C.6

AutoCAD SHX Text

FINAL CONSTRUCTION DRAWINGS

AutoCAD SHX Text

NELSON ENGINEERING

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

AutoCAD SHX Text 176702

AutoCAD SHX Text

AutoCAD SHX Text

AK/BJG

AutoCAD SHX Text 10/04/2022

AutoCAD SHX Text

GRAND TETON NATIONAL PARK, WYOMING

AutoCAD SHX Text

SIGNAL MOUNTAIN WASTEWATER SYSTEM

AutoCAD SHX Text 174170

AutoCAD SHX Text Mark

AutoCAD SHX Text

REVISION

AutoCAD SHX Text Date

AutoCAD SHX Text Initial

AutoCAD SHX Text

HEADWORKS BUILDING &

AutoCAD SHX Text

EQUIPMENT DETAILS

AutoCAD SHX Text

AutoCAD SHX Text C.6

AutoCAD SHX Text NOTE: ALL ABOVE GROUND DIP MJ JOINTS SHALL UTILIZE MECHANICAL THRUST RESTRAINT.: ALL ABOVE GROUND DIP MJ JOINTS SHALL UTILIZE MECHANICAL THRUST RESTRAINT. ALL ABOVE GROUND DIP MJ JOINTS SHALL UTILIZE MECHANICAL THRUST RESTRAINT.ALL ABOVE GROUND DIP MJ JOINTS SHALL UTILIZE MECHANICAL THRUST RESTRAINT.

AutoCAD SHX Text

HEADWORKS BUILDING FFE = 6895.0'

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

WV

AutoCAD SHX Text

CO

AutoCAD SHX Text

INSTALL 8'X14' CONCRETE PAD, SEE SHEET A.2, S=1.0%

AutoCAD SHX Text

INSTALL ±8 LF 12" DIPPIPE FROM HEADWORKS BUILDING, S=6.0%

AutoCAD SHX Text

INSTALL 6" DIP 45° BEND,INVERT ELEV. = 6895.46'

AutoCAD SHX Text

PIPE WALL PENETRATION, SEE DETAIL 6/S.2, INVERT ELEV. = 6895.58'

AutoCAD SHX Text

YARD HYDRANT WATER SERVICE CONNECTION

AutoCAD SHX Text

WATER SERVICE CONNECTION

AutoCAD SHX Text

INSTALL YARD HYDRANT, SEE DETAIL 5/C.8

AutoCAD SHX Text

INSTALL ±28 LF 1" HDPE SDR11 WATER SERVICE PIPE, SEE DETAIL 1/C.8 FOR TRENCHING

AutoCAD SHX Text

INSTALL ±34 LF 6" DIP, S=1.5%

AutoCAD SHX Text

INSTALL PIPE STANDS 1 LF AWAY FROM FITTING

AutoCAD SHX Text

INVERT ELEV. = 6895.58'

AutoCAD SHX Text INVERT ELEV. = 6895.58', SEE PROFILE VIEW BELOW FOR INSIDE DETAILS, SEE SHEET C.5 FOR PRECEDING PIPING DETAILS

AutoCAD SHX Text INSTALL PIPE STAND 1 LF FROM PIPE CROSSING. DIP PIPE IS ABOVE GROUND AND PVC PIPE IS BELOW GRADE

AutoCAD SHX Text

INSTALL ±8 LF 6" DIP PIPE, S=1%

AutoCAD SHX Text

INSTALL 6" DIP 45° BEND,INVERT ELEV. = 6895.38'

AutoCAD SHX Text

INSTALL ±2 LF 6" DIP PIPE, S=1%

AutoCAD SHX Text

INSTALL 6X12" DIP TEE, INVERT OF 12" PIPE ELEV. = 6895.11'

AutoCAD SHX Text 6894.92'

AutoCAD SHX Text 6894.92'

AutoCAD SHX Text

PIPE WALL PENETRATION, SEE DETAIL 5/S.2. INVERT ELEV. = 6895.58', S=0.0%

AutoCAD SHX Text

CONCRETE SLAB

AutoCAD SHX Text

6" DRAIN OUTLETCONNECT TO PIPE

AutoCAD SHX Text

CAST IRON FLOOR DRAIN W/ FLANGE RIM, EL. (PER PLAN)

AutoCAD SHX Text

6" SCH40 PVC PIPE

AutoCAD SHX Text

6" SCH40 PVC PIPES=5.0%

AutoCAD SHX Text

TO DRAIN

AutoCAD SHX Text

6" SCH40 PVC 90° BEND

AutoCAD SHX Text

IMPORTED AGGREGATE BASE COURSE, SEE SPECIFICATION SECTION 31 05 16

AutoCAD SHX Text 6895.0'

AutoCAD SHX Text 6895.0'

AutoCAD SHX Text

SEE SHEET C.5 FOR PREVIOUS CONTINUATION

AutoCAD SHX Text

INSTALL ±8 LF 6" SCH40 PVCDRAIN FROM TRENCH DRAIN, S=6.0%

AutoCAD SHX Text

INSTALL ±8 LF 6" SCH40 PVCDRAIN FROM CLEANOUT, S=5.0%

AutoCAD SHX Text CONNECT 6" DRAIN TO EXISTING PIPE, SEE DETAIL 1 THIS SHEET.CONTRACTOR TO VERIFY PIPE SIZE, TYPE, AND LOCATION IN FIELD. INVERT ELEVATION ASSUMED TO BE 6888.6' FROM AS-BUILT INFORMATION

AutoCAD SHX Text

INSTALL ±8 LF 6" SCH40 PVC, S=10.0%

AutoCAD SHX Text

INSTALL 22.5° BENDINVERT ELEV. = 6891.92'

AutoCAD SHX Text

INSTALL 6" SCH40 PVC TEE INVERT ELEV. = 6890.24'

AutoCAD SHX Text

INSTALL ±28 LF 6" SCH40 PVC, S=6.0%

AutoCAD SHX Text

INSTALL CLEANOUT, SEE DETAIL 4/C.8 INVERT ELEV. = 6891.0'

AutoCAD SHX Text INSTALL FLOOR DRAIN, SEE DETAIL 2 THIS SHEET RIM ELEV. = 6894.94' INVERT ELEV. = 6891.40'

AutoCAD SHX Text

INSTALL 6" DIP 45° BENDINVERT ELEV. = 6895.97'

AutoCAD SHX Text

INSTALL ±2 LF 6" DIPABOVE GROUND, S=0%

AutoCAD SHX Text

INSTALL 6" DIP 22.5° BENDINVERT ELEV. = 6895.97'

AutoCAD SHX Text

INSTALL ±2 LF 6" SCH40 STAINLESS STEELABOVE GROUND FROM OVERFLOW, S=0%

AutoCAD SHX Text

INSTALL PIPE STAND PER DETAIL 8/C.8

AutoCAD SHX Text

APPROX. 30% SLOPE ON LAGOON WALLS PER AS-BUILTS

AutoCAD SHX Text

APPROX. TOP OF WATER ELEV. = 6893.0'

AutoCAD SHX Text

INSTALL ±8 LF 12" DIP PIPE FROMHEADWORKS BUILDING, S=6.0%

AutoCAD SHX Text

INSTALL 6X12" DIP TEE, INVERT OF 12" PIPE ELEV. = 6895.11'

AutoCAD SHX Text

INSTALL ±10 LF 12" DIP PIPE,S=6.0%, SEE PROFILE VIEW BELOW

AutoCAD SHX Text

SEE SHEET C.5 FOR PREVIOUS CONTINUATION

AutoCAD SHX Text INSTALL ±2 LF 12" DIP PIPE,AND TERMINATE AT WATER SURFACE, SEE SHEET C.4 FOR WWTP AREA SITE PLAN

AutoCAD SHX Text

INSTALL 6" COUPLING TOTRANSITION FROM PVC TO DIP

AutoCAD SHX Text

EXISTING 6" DIP PIPE,CONTRACTOR TO VERIFY PIPE SIZE, TYPE, AND LOCATION IN FIELD

AutoCAD SHX Text

INSTALL 6" DIP MJ TEE

AutoCAD SHX Text

6" PVC PIPEFROM TENCH DRAIN

AutoCAD SHX Text

FLOW

AutoCAD SHX Text HUBER Ro1-600 MECH BARSCREEN IN STAINLESS STEEL TUB

AutoCAD SHX Text

INSTALL 6" DIP MJ 45° BEND

AutoCAD SHX Text

INSTALL 6" DIP SPOOL

AutoCAD SHX Text

INSTALL 6" DIPMJ 22.5° BEND

AutoCAD SHX Text

INSTALL PIPE STANDS 1 LF AWAY FROM FITTING

AutoCAD SHX Text

INVERT OUT OF 6" PIPEELEV. = 6895.36'

AutoCAD SHX Text

INSTALL ±10 LF 12" DIP PIPE, S=6.0%,

AutoCAD SHX Text

INSTALL 12" DIP 22.5° BEND,INVERT ELEV. = 6894.51'

AutoCAD SHX Text

PARSHALL FLUME

AutoCAD SHX Text

CONNECT 12" PIPE TO BOOT,SIZED PER MANUFACTURER

AutoCAD SHX Text

BIN, NOT CONNECTED TO EQUIPMENT

AutoCAD SHX Text INSTALL 10"X14" FLG REDUCER TO CONNECT TO BARSCREEN OPENING, CONFIRM WITH MANUFACTURER

AutoCAD SHX Text INSTALL 12"X14" FLG REDUCER TO CONNECT TO BARSCREEN OPENING, CONFIRM WITH MANUFACTURER

AutoCAD SHX Text

INSTALL 10" FLANGE ADAPTER

AutoCAD SHX Text

INSTALL 12" FLANGE ADAPTERAND DISMANTLING JOINT

AutoCAD SHX Text

TRASH BIN

AutoCAD SHX Text

2 TON GANTRY CRANE & HOIST

AutoCAD SHX Text

ELECTRICAL PANEL

MCC

AERATOR DETAIL

C.7

SCALE: N.T.S.

DECANT MANHOLE

C.7

SCALE: N.T.S.

AERATOR CONNECTION DETAIL

C.7

SCALE: N.T.S.

WEIR PLATES

C.7

SCALE: N.T.S.

WEIR DETAIL

C.7

SCALE: N.T.S.

AERATOR LOCATION SITE PLAN

C.7

AutoCAD SHX Text

AQUA-JET AERATOR MODEL SS-3900511 5 HP

AutoCAD SHX Text

316" STAINLESS STEELMOORING CABLE, CONNECTED PER DETAIL 1/C.7

AutoCAD SHX Text

VOLUTE

AutoCAD SHX Text

FLUID DEFLECTOR

AutoCAD SHX Text

FLOAT

AutoCAD SHX Text

PROPELLER CONNECTED TO ONE-PIECE MOTOR SHAFT

AutoCAD SHX Text

INTAKE CONE

AutoCAD SHX Text TOTALLY ENCLOSED FAN-COOLED (TEFC), MOTOR W/ CLASS F INSULATION, 1.15 SERVICE FACTOR

AutoCAD SHX Text

ANTI-EROSION ASSEMBLY

AutoCAD SHX Text

APPROX. WEIGHT = 600 LBS/AERATOR ASSEMBLY

AutoCAD SHX Text

6' PRECAST MANHOLEW/ CHAMFER ON INSIDE EDGE CENTERED OVER EXST 6" PIPE

AutoCAD SHX Text

SAWTOOTH WEIR ATTACHED TO TOP EDGE OF MANHOLE

AutoCAD SHX Text

SMOOTH WEIR ATTACHED TO MANHOLE BY BRACKETS AT 4 POINTS

AutoCAD SHX Text

EXST 6" PIPE TOEVAPORATION POND

AutoCAD SHX Text

6" DIP PIPE TRANSFERS EFFLUENTTO EVAP/PERCOLATION POND

AutoCAD SHX Text

6' PRECAST CONCRETE MANHOLE

AutoCAD SHX Text SMOOTH WEIR 15"x " AL PLATE14" AL PLATE

AutoCAD SHX Text NOTES: : 1. WATER FROM BELOW THE LAGOON SURFACE IS DRAWN WATER FROM BELOW THE LAGOON SURFACE IS DRAWN UNDER SMOOTH WEIR AND OVER SAWTOOTH WEIR TO KEEP ALGAE & DUCKWEED FROM EXITING THE POND. 2. ELEVATIONS ARE ESTIMATED FROM AS-BUILT DRAWINGS. ELEVATIONS ARE ESTIMATED FROM AS-BUILT DRAWINGS. CONTRACTOR TO VERIFY ELEVATIONS IN FIELD.

AutoCAD SHX Text

PRECAST MANHOLE BASE W/12" HOLEGROUT AROUND EXST 6" OUTFALL LINE

AutoCAD SHX Text 58"x 4" LONG SST EXP BOLTS,NUTS, & WASHERS AT 4'-0" O.C.

AutoCAD SHX Text 3/8" 6X10 AL ANGLE W/3/8" 6X6X6 GUSSET W/ " X 1-3/4" SST FLAT 58" X 1-3/4" SST FLAT HEAD BOLTS, NUTS & WASHERS

AutoCAD SHX Text SAWTOOTH WEIR 9"x " AL PLATE14" AL PLATE

AutoCAD SHX Text

ELEVATION OF THE V-NOTCH MUST MATCH THE EXISTING HIGH WATER LEVEL

AutoCAD SHX Text

INSTALL EPOXY COATING ON ALL CONCRETE SURFACES OF MANHOLE, INSIDE AND OUT

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

WV

AutoCAD SHX Text P

AutoCAD SHX Text

CO

AutoCAD SHX Text

FINAL CONSTRUCTION DRAWINGS

AutoCAD SHX Text

NELSON ENGINEERING

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

AutoCAD SHX Text 176702

AutoCAD SHX Text

AutoCAD SHX Text

AK/BJG

AutoCAD SHX Text 10/04/2022

AutoCAD SHX Text

GRAND TETON NATIONAL PARK, WYOMING

AutoCAD SHX Text

SIGNAL MOUNTAIN WASTEWATER SYSTEM

AutoCAD SHX Text 174170

AutoCAD SHX Text Mark

AutoCAD SHX Text

REVISION

AutoCAD SHX Text Date

AutoCAD SHX Text Initial

AutoCAD SHX Text

LAGOON IMPROVEMENTS

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

AutoCAD SHX Text C.7

AutoCAD SHX Text

%%USMOOTH WEIR PLATE

AutoCAD SHX Text

%%USAWTOOTH WEIR PLATE

AutoCAD SHX Text

1/4" STL PL

AutoCAD SHX Text

1/4" STL PL

AutoCAD SHX Text

HWL EL. 6893.50'

AutoCAD SHX Text

EL. 6893.75'

AutoCAD SHX Text

BTM OF WEIR NOTCH 6893.32'

AutoCAD SHX Text 58"x 4" LONG SST EXP BOLTS,NUTS, & WASHERS AT 4'-0" O.C.

AutoCAD SHX Text

SAWTOOTH WEIR PLATE, SEE DETAIL 5/C.7C.7

AutoCAD SHX Text 15"x " SMOOTH WEIR PLATE, SEE DETAIL 5/C.714" SMOOTH WEIR PLATE, SEE DETAIL 5/C.7C.7

AutoCAD SHX Text 6"x10"x " AL. ANGLE 38" AL. ANGLE W/6"x6"x6" LONG " THICK GUSSET PLATES ATTACHED TO ANGLES 38" THICK GUSSET PLATES ATTACHED TO ANGLES W/ " x 1-3/4" SST FLAT HEAD BOLTS, NUTS & WASHERS58" x 1-3/4" SST FLAT HEAD BOLTS, NUTS & WASHERS

AutoCAD SHX Text NOTES: 1. PROVIDE CO AND CPS OPERATORS 14-DAY NOTICE FOR PROVIDE CO AND CPS OPERATORS 14-DAY NOTICE FOR ROVIDE CO AND CPS OPERATORS 14-DAY NOTICE FOR DECANT MANHOLE CONSTRUCTION TO PUMP OUT POLISHING LAGOON AND BYPASS FROM CELL #2. 2. MAINTAIN INTEGRITY OF LINER DURING ALL PHASES OF MAINTAIN INTEGRITY OF LINER DURING ALL PHASES OF CONSTRUCTION. 3. THE POLISHING CELL WILL REQUIRE PUMPING TO EMPTY THE POLISHING CELL WILL REQUIRE PUMPING TO EMPTY BEFORE INSTALLATION OF DECANT MANHOLE. 4. THE EXISTING LINER WILL BE CUT TO INSTALL THE MANHOLE. THE EXISTING LINER WILL BE CUT TO INSTALL THE MANHOLE. FOLLOWING INSTALLATION, THE LINER SHALL BE REPAIRED AND ATTACHED TO THE DECANT MANHOLE TO ENSURE A WATER TIGHT CONNECTION.

AutoCAD SHX Text

PROVIDE 1/8" THK NEOPRENE GASKET BEHIND SLOTS

AutoCAD SHX Text PROVIDE 5/8"x 1 3/4" SST FLAT HEAD BOLTS NUTS & WASHERS

AutoCAD SHX Text

CAULK

AutoCAD SHX Text

FOUR (4) AERATORS IN CELL 1

AutoCAD SHX Text

FOUR (4) AERATORS IN CELL 2

AutoCAD SHX Text

ONE (1) AERATOR IN POLISHING CELL

AutoCAD SHX Text

SEE SHEET E.1 FOR ELECTRICAL COMPONENTS

AutoCAD SHX Text

INSTALL ALL CONNECTION BOLLARDS OUTSIDE OF LINER

AutoCAD SHX Text

INSTALL DECANT MANHOLE PER DETAIL 3 THIS SHEET. SEE NOTE 1 THIS SHEET

AutoCAD SHX Text CONNECT TO EXISTING LINE FROM AS-BUILTS. CONTRACTOR TO VERIFY PIPE SIZE, TYPE, AND LOCATION IN FIELD.

AutoCAD SHX Text

HWL EL. 6893.50'

AutoCAD SHX Text

EL. 6893.75'

AutoCAD SHX Text

EL. 6881.00'

AutoCAD SHX Text

CROWN

AutoCAD SHX Text

ROUNDED CONCRETE CAP

AutoCAD SHX Text

SEE DETAIL 9/C.8 FOR BOLLARD DETAIL

AutoCAD SHX Text

STAINLESS STEEL FLOAT MOORING EYE

AutoCAD SHX Text

CABLE CLIPS, TYP. OF 4

AutoCAD SHX Text

316" STAINLESS STEELMOORING CABLE TO AERATORS

AutoCAD SHX Text

MAINTENANCE LOOP (USE MOORING CABLE)

AutoCAD SHX Text

CABLE CLIPS, TYP. OF 2

AutoCAD SHX Text

316" STAINLESSSTEEL MOORING…

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