A06_40621167_GRTE_322641_-_Gros_Ventre_CG_OWTS_-_Final_Drawings_-_05_04_23.pdf

PDF 6 MB Posted Jul 19, 2023

Attached to: Grand Teton NP Gros Ventre CG OWTS
Solicitation number: 140P1423R0026
Issued by: Department of the Interior National Park Service Intermountain Region

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Written by GovTribe AI · Dec 21, 2023

This document package provides final construction drawings for the rehabilitation of wastewater system amenities at Gros Ventre Campground in Grand Teton National Park. The drawings show plans for demolishing an existing septic system and leach field, and constructing a new septic tank, dosing pump station, distribution valve vault, and 32-unit chambered leachfield across approximately 58,300 square feet. Electrical details include a pump control schematic and one-line diagram outlining a duplex pump system with float switches and elapsed time meters. Support details show a unistrut frame design for housing electrical panels, meters, and switches. The solicitation is issued by the National Park Service Intermountain Region for the Gros Ventre Campground OWTS project under solicitation number 140P1423R0026.

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Sol_140P1423R0026_Amd_0001.pdf	PDF	Aug 15, 2023
Amendment_1_Questions_and_Answers_0001.docx	DOCX document	Aug 15, 2023
B08_40621167_Attachment_1_Contract_Admin.docx	DOCX document	Jul 19, 2023
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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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MOOSE

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SOUTH TETON

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MT. HUNT

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GRAND

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OWEN

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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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IDAHO FALLS,

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IDAHO

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NATIONAL

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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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NATIONAL

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FOREST

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JENNY

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LEIGH

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LAKE

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POWELL

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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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JACKSON

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MONTANA

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IDAHO

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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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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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AutoCAD SHX Text 4/1/10 07:18 BACRE R18 P:\PROJECTS\GRTE\COVER\GRTECOV.DWG XREFS: P:\GRTE\COVER\GRTEBASE.DWG;

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SHEET INDEX

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SHEET #

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SHEET TITLE

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TITLE SHEET

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EXISTING SITE OVERVIEW

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DEMOLITION PLAN AND STAGING AREA

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REPLACEMENT SEPTIC SYSTEM SITE PLAN

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SEPTIC SYSTEM PLAN AND PROFILE

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SEPTIC AND DOSING TANK DETAILS

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SEPTIC SYSTEM DETAILS

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SEPTIC SYSTEM DETAILS II

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CHAMBERED LEACHFIELD DETAILS

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ELECTRICAL LEGEND, ABBREVIATIONS, & SYMBOLS

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PUMP CONTROL SCHEMATIC & ONE-LINE DIAGRAM

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SUPPORT DETAILS H-FRAME

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QUALITY DESIGN CERTIFICATION

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BASIC DATA:

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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 PROJECT

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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INTERMOUNTAIN REGION

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REHABILITATE GROS VENTRE CAMPGROUND RV AMENITIES - DUMP STATION

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GROS VENTRE CAMPGROUND

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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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GRTE-322641

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REVISION

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Initial

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FINAL CONSTRUCTION DRAWINGS

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DATE:

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DESIGNED:

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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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GRAND TETON NATIONAL PARK, WYOMING

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REHAB GROS VENTRE CAMPGROUND RV AMENITIES-DUMP STATION

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NELSON ENGINEERING

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GROS VENTRE ROAD

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GROS VENTRE CAMPGROUND ROAD

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APPROXIMATE LOCATION OF EXISTING 8000 GALLON SEPTIC TANK

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EXISTING SITE OVERVIEW

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CAMPGROUND CONTACT STATION

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MW GV1

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MW GV6

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MW GV9

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MW GV2

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MW GV3

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MW GV8

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MW GV7

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MW GV4

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FRESH WATER SUPPLY

AutoCAD SHX Text NOTES: : 1. THE GROS VENTRE CAMPGROUND FACILITIES ARE OPERATED SEASONALLY BETWEEN MAY 1ST AND THE GROS VENTRE CAMPGROUND FACILITIES ARE OPERATED SEASONALLY BETWEEN MAY 1ST AND OCTOBER 15TH. SERVICE DISRUPTIONS ARE NOT ALLOWED DURING THIS PERIOD. 2. THE EXISTING SEPTIC LEACHFIELD LOCATION IS APPROXIMATED FROM AS-BUILT DRAWINGS PROVIDED THE EXISTING SEPTIC LEACHFIELD LOCATION IS APPROXIMATED FROM AS-BUILT DRAWINGS PROVIDED BY THE NPS. 3. SURVEY DATA COMPLETED IN AUGUST 2022 BY NELSON ENGINEERING. SURVEY DATA COMPLETED IN AUGUST 2022 BY NELSON ENGINEERING. 4. EXISTING WATER SERVICE LOCATION IS APPROXIMATED FROM LIMITED LOCATES IN THE FIELD AND EXISTING WATER SERVICE LOCATION IS APPROXIMATED FROM LIMITED LOCATES IN THE FIELD AND REPAIR NOTES FROM OPERATORS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF ALL EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF ALL EXISTING UTILITIES. ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.

AutoCAD SHX Text COMMON ABBREVIATIONS CY CUBIC YARDS CUBIC YARDS DIP DUCTILE IRON PIPE DUCTILE IRON PIPE HDPE HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE FRP FIBERGLASS REINFORCED PLASTIC FIBERGLASS REINFORCED PLASTIC LF LINEAR FEET LINEAR FEET MH MANHOLE MANHOLE MW MONITORING WELL MONITORING WELL NPS NATIONAL PARK SERVICE NATIONAL PARK SERVICE PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE SDR STANDARD DIMENSION RATIO STANDARD DIMENSION RATIO SQFT SQUARE FEETSQUARE FEET

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AMPITHEATER PARKING LOT

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SCALE OF FEET

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AMPITHEATER LOCATION

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ABANDONED IRRIGATION DITCH

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EXISTING SEPTIC DUMP STATION

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EXISTING SEPTIC DUMP STATION

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PERCOLATION TEST TRENCH LOCATIONS

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TEST PIT PROFILE HOLE

AutoCAD SHX Text WATER SERVICE TO THE DUMP STATIONS APPROXIMATED FROM AS BUILT DRAWINGS AND LIMITED FIELD LOCATIONS.

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SEWER SERVICE FROM CONTACT STATION

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APPROXIMATE LOCATIONS OF SEPTIC LEACHFIELD FROM AS BUILT DRAWINGS

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SEWER SERVICE FROM DUMP STATION TO COLLECTION MANHOLE

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SEWER MANHOLE RIM EL. = 6576.56 PIPE INV. EL. = 6570.14

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SEWER SERVICE FROM DUMP STATION TO COLLECTION MANHOLE

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AutoCAD SHX Text = BACK OF CURB = GUTTER FLOWLINE = EDGE OF PAVEMENT = UNDERGROUND POWER = UNDERGROUND TELEPHONE = UNDERGROUND WATER = TOP OF BANK = BOTTOM OF BANK = DITCH FLOWLINE = TREE LINE = EDGE TWO TRACK ROAD = ROAD CENTERLINE = BUILDING = OVERHEAD POWER = RAILROAD TIES = CULVERT = GRAVEL AREA = PAVEMENT AREA = RIVER ROCK AREA = CONCRETE AREA = MAJOR CONTOUR MAJOR CONTOUR = MINOR CONTOUR MINOR CONTOUR = ELECTRIC PANEL = ELECTRIC METER = WATER MANHOLE = SEWER CLEANOUT = SEWER MANHOLE = SEPTIC TANK LID = YARD HYDRANT = RV SEWAGE DISPOSAL = MONITORING WELL = TRASH/RECYCLING = POWER POLE = SIGN = WOOD POST = BOLLARD = BUILDING COLUMN = TELEPHONE PEDESTAL = TELEPHONE PANEL = PHONE = FLAGPOLE = CURBSTOP = FOUND BRASS CAP = FOUND REBAR AND CAP = TEST PIT

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LEGEND

DEMOLITION PLAN AND STAGING AREA

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GROS VENTRE CAMPGROUND ROAD

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DEMOLITION PLAN

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AND STAGING AREA

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REUSE EXISTING DUMP STATION, REALIGN PIPES ACCORDING TO PLANS.

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APPROXIMATE LOCATION OF EXISTING WATER SERVICE

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AMPHITHEATER PARKING AREA TO BE USED AS STAGING AREA

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EXISTING LEACHFIELD TO BE ABANDONED IN PLACE

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CAMPGROUND CONTACT STATION

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FINAL CONSTRUCTION DRAWINGS

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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TM/BJG/AK

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GRAND TETON NATIONAL PARK, WYOMING

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REHAB GROS VENTRE CAMPGROUND RV AMENITIES-DUMP STATION

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NELSON ENGINEERING

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INSTALL CONSTRUCTION FENCE AROUND AMPHITHEATER DURING STAGING AND CONSTRUCTION

AutoCAD SHX Text 1" = 60'

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SCALE OF FEET

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AMPHITHEATER LOCATION

AutoCAD SHX Text REMOVE EXISTING 8000 GALLON SEPTIC TANK PER SPECIFICATIONS 02 41 16 STRUCTURE DEMOLITION

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DEMOLISH EXISTING MANHOLE PER SPECIFICATION 02 41 16 STRUCTURE DEMOLITION

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ABANDON EXISTING SEWER PIPES PER SPECIFICATION 02 41 16 STRUCTURE DEMOLITION

AutoCAD SHX Text DEMOLITION NOTES 1. THE EXISTING SANITARY SEWER SYSTEM SHALL REMAIN IN OPERATION AT ALL TIMES WHEN THE THE EXISTING SANITARY SEWER SYSTEM SHALL REMAIN IN OPERATION AT ALL TIMES WHEN THE GROS VENTRE CAMPGROUND IS IN OPERATION. 2. EXISTING SEPTIC TANK SHALL BE PUMPED OUT AND REMOVED FROM SITE. EXISTING SEPTIC TANK SHALL BE PUMPED OUT AND REMOVED FROM 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. 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. 5. CONTRACTOR SHALL REPAIR DAMAGE CAUSED DURING CONSTRUCTION TO ANY ROADWAYS OR CONTRACTOR SHALL REPAIR DAMAGE CAUSED DURING CONSTRUCTION TO ANY ROADWAYS OR PARKING AREAS. ALL ROADS AND PARKING SHALL BE SWEPT OF DEBRIS FOLLOWING CONSTRUCTION.

AutoCAD SHX Text STAGING NOTE: NPS WILL PROVIDE FINAL STAGING AVAILABILITY.: NPS WILL PROVIDE FINAL STAGING AVAILABILITY.

DEMOLITION LIMITS OF DISTURBANCE

N=1464406.40 E=2470214.62

N=1464265.79 E=2470104.19

N=1464406.98 E=2470239.88

N=1464408.26 E=2470295.68

N=1464408.81 E=2470319.91

N=1464467.48 E=2470320.73

N=1464373.41 E=2470366.60

N=1464448.11 E=2470519.77

N=1464542.17 E=2470473.90

SEPTIC SITE PLAN

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GROS VENTRE CAMPGROUND ROAD

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REPLACEMENT SEPTIC

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SYSTEM SITE PLAN

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SOIL PROFILE SP-1

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FINAL CONSTRUCTION DRAWINGS

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DATE:

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DESIGNED:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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TITLE OF SHEET

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TM/BJG/AK

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GRAND TETON NATIONAL PARK, WYOMING

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REHAB GROS VENTRE CAMPGROUND RV AMENITIES-DUMP STATION

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NELSON ENGINEERING

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SCALE OF FEET

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LEGEND (DESIGN)

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AutoCAD SHX Text NOTES 1. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF THE WATER SERVICE PRIOR TO INSTALLATION OF SEWER PIPE.

AutoCAD SHX Text CONDUIT SCHEDULE 3" CONDUIT FROM POWERPOLE TO TRANSFORMER 3" CONDUIT FROMTRANSFORMER TO H-PANEL TWO (2) 1" CONDUITS FROMH-PANEL TO CONTROL PANEL

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AutoCAD SHX Text PROPOSED CHAMBERED LEACHFIELD, 32X42 UNITS, (4) ZONES W/ (8) LATERALS PER ZONE. SEE DETAIL 1/C3.3C3.3

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PROPOSED 30,000 GALLON FRP SEPTIC TANK, SEE DETAIL 4/C3.0C3.0

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PROPOSED 72" DOSING PUMP STATION, SEE DETAIL 1/C3.0

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LIMITS OF DISTURBANCE, APPROXIMATELY 58,300 SQ-FT

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4-ZONE DISTRIBUTION VALVE VAULT PER DETAIL 1/C3.2C3.2

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AREA FOR ENHANCED TREATMENT EQUIPMENT IF REQUIRED IN FUTURE

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APPROXIMATE LOCATION OF EXISTING WATER SERVICE SEE NOTE 1 THIS SHEET

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INSTALL LIFT STATION CONTROL AND ALARM PANEL, SEE ELECTRICAL DRAWINGS

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SOIL PROFILE: SP-1

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PERCOLATION TEST TRENCH A AND B

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PROPOSED COLLECTION MANHOLE, SEE SHEET C2.0 C2.0

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PROPOSED SEWER COLLECTION PIPELINES, SEE SHEET C2.0 C2.0

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PROPOSED BURIED POWER SEE ELECTRICAL DRAWINGS

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CONNECT TO EXISTING SEWER SERVICE

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CAMPGROUND CONTACT STATION FINISH FLOOR = 6575.71

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INSTALL TRANSFORMER AND TRANSFORMER PAD

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INSTALL BURIED POWER FROM EXISTING POWER POLE

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INSTALL H-PANEL WITH METER AND DISCONNECT

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INSTALL THREE (3) 1" CONDUIT PIPES FROM CONTROL PANEL TO LIFT STATION

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REMOVE AND REPLACE ASPHALT PER DETAIL 2/C3.1

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REMOVE AND REPLACE ASPHALT PER DETAIL 2/C3.1

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REPLACEMENT LEACHFIELD

AutoCAD SHX Text CONTRACTOR MAY CHOOSE TO INSTALL THE BURIED POWER BY TRENCHLESS METHODS. LOCATION OF THE BURIED POWER MAY DIFFER FROM WHAT IS INDICATED IF THOSE METHODS ARE CHOSEN, BUT MUST REMAIN IN THE INDICATED LIMITS OF DISTURBANCE.

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PROPOSED CLEANOUT, SEE SHEET C2.0

6576.27

75 03

6574.97

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SEPTIC SERVICE PLAN

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CONNECT TO EXISTING SEWER SERVICE, SEE NOTE 1, THIS SHEET

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EXISTING CLEANOUT TO REMAIN

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SEPTIC SYSTEM

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PLAN AND PROFILE

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AutoCAD SHX Text INSTALL 30,000 GALLON FRP SEPTIC TANK SEE DETAIL 4/C3.0 C3.0 INV. EL. IN = 6566.78' INV. EL. OUT = 6566.53'

AutoCAD SHX Text INSTALL 72" DOSING PUMP STATION PER DETAIL 1/C3.0 TERMINATE TRACER WIRE PER DETAIL 7/C3.1 INV. EL. IN = 6566.38'

AutoCAD SHX Text INSTALL 4-ZONE DISTRIBUTION VALVE VAULT, SEE DETAIL 1/C3.2 C3.2 TERMINATE TRACER WIRE AT VALVE VAULT PER DETAIL 7/C3.1

AutoCAD SHX Text INSTALL NEW COLLECTION MH INV. EL. SW SERVICE = 6567.48' INV. EL. N SERVICE = 6567.48' INV. EL. SE SERVICE = 6567.48' INV. EL. TO SEPTIC = 6567.38' PER DETAIL 2/C3.2 C3.2 TERMINATE TRACER WIRE AT MANHOLE PER DETAIL 7/C3.1 SEE NOTE 2 THIS SHEET

AutoCAD SHX Text REMOVE AND REPLACE CURB AND GUTTER, SEE DETAIL 3/C3.1. FINISH C3.1. FINISH . FINISH AND DIMENSIONS OF THE CURB AND GUTTER MUST MATCH EXISTING.

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SOIL PROFILE: SP-1

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PERC TEST TRENCH A AND B

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INSTALL APPROXIMATELY 75 LF OF 4" SDR 35PVC SEWER PIPE, MINIMUM SLOPE AT 2%

AutoCAD SHX Text CONNECT TO EXISTING DUMP STATION SEWER PIPE AT A LOCATION THAT WILL PROTECT THE EXISTING CONCRETE PAD AND HYDRANT. EXACT LOCATION, PIPE TYPE, ELEVATION, AND FITTING CONFIGURATION WILL BE DETERMINED IN FIELD.

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FINAL CONSTRUCTION DRAWINGS

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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TITLE OF SHEET

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TM/BJG/AK

AutoCAD SHX Text 5-4-2023

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GRAND TETON NATIONAL PARK, WYOMING

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REHAB GROS VENTRE CAMPGROUND RV AMENITIES-DUMP STATION

AutoCAD SHX Text 322641

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NELSON ENGINEERING

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REUSE EXISTING DUMP STATION

AutoCAD SHX Text 1" = 40'

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SCALE OF FEET

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INSTALL ±21 LF 4" SDR 35PVC PIPE, 1% MIN. SLOPE

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CONTRACTOR SHALL MAINTAIN INTEGRITY OF EXISTING WATER SERVICE

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INSTALL ±24 LF OF 6" SDR35 SEWER PIPE, SLOPE AT 2%

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EXISTING SEWER MANHOLE TO BE ABANDONED PER SHEET G1.0 G1.0

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EXISTING CLEANOUT SHALL BE MAINTAINED

AutoCAD SHX Text CONNECT TO EXISTING SEWER SERVICE WITH A 22.5°BEND AND COUPLING. CONTRACTOR SHALL VERIFY THE PIPE TYPE AND ELEVATION PRIOR TO CONSTRUCTION.

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INSTALL ±38 LF OF 4" SDR 35 PVC SEWER PIPE, 2% MIN. SLOPE

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INSTALL BURIED POWER SEE ELECTRICAL DRAWINGS

AutoCAD SHX Text INSTALL ±121 LF OF 4" SDR35SEWER SERVICE AT 2% SLOPE FROM EXISTING SEWER SERVICE CONNECTION TO NEW COLLECTION MANHOLE

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INSTALL ±10 LF OF 2.5" SCH 40 PVC FORCE MAIN

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PUMP STATION CONTROL RACK, SEE ELECTRICAL PLANS

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LEACHFIELD

AutoCAD SHX Text NOTES: : 1. CONTRACTOR SHALL DETERMINE THE EXACT PIPE TYPE, SIZE, LOCATION, AND CONTRACTOR SHALL DETERMINE THE EXACT PIPE TYPE, SIZE, LOCATION, AND ELEVATION PRIOR TO INSTALLING NEW SEWER SERVICE. 2. CONTRACTOR SHALL DETERMINE THE EXACT PIPE TYPE, SIZE, LOCATION, DEPTH, CONTRACTOR SHALL DETERMINE THE EXACT PIPE TYPE, SIZE, LOCATION, DEPTH, AND ALIGNMENT OF THE TWO DUMP STATION SEWER SERVICES PRIOR TO ORDERING NEW MANHOLE TO DETERMINE PIPE ALIGNMENT. 3. STRIP, STORE, AND REPLACE TOPSOIL PER SPECIFICATION 32 91 19.13. IN ALL STRIP, STORE, AND REPLACE TOPSOIL PER SPECIFICATION 32 91 19.13. IN ALL LOCATIONS OF DISTURBANCE OTHER THAN EXISTING GRAVEL SURFACING. 4. WATER SERVICE LOCATION IS APPROXIMATE, CONTRACTOR SHALL VERIFY ACTUAL WATER SERVICE LOCATION IS APPROXIMATE, CONTRACTOR SHALL VERIFY ACTUAL LOCATION PRIOR TO CONSTRUCTION TO REDUCE CONFLICTS WITH NEW MAIN.

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30,000 GALLON FRP SEPTIC TANK SEE DETAIL 4/C3.0C3.0

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CAMPGROUND CONTACT STATION FINISH FLOOR = 6575.71

AutoCAD SHX Text INSTALL CLEANOUT AT BEND PER DETAIL 4/C3.2 TERMINATE TRACER WIRE AT CLEANOUT PER DETAIL 7/C3.1

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INSTALL CLEANOUT AT BEND PER DETAIL 4/C3.2

INSTALL 22.5° BEND

N.T.S

DOSING PUMP STATION SECTION VIEW

C3.0

N.T.S

30,000 GAL. FRP SEPTIC TANK 10'Ø

C3.0

N.T.S

SEPTIC TANK BACKFILL DETAIL

C3.0 wv

Scale: N.T.S.

36"x36" ACCESS HATCH DETAIL

C3.0

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AutoCAD SHX Text 21 1/4"

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GUIDE LUG

AutoCAD SHX Text 10'-5 1/2"

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107" INVERT

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FRP PIPE SUPPORT

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105" INVERT

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7", TYP

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GUIDE LUG

AutoCAD SHX Text 52'-9 3/4"

AutoCAD SHX Text 18"

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72" TYP.

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VOLUME AT 105" INVERT = 10,930 USG

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VOLUME AT 105" INVERT = 17,040 USG

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AutoCAD SHX Text 21 1/4"

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16 3/4" TYP

AutoCAD SHX Text 80"

AutoCAD SHX Text 44 3/8"

AutoCAD SHX Text 71 1/2"

AutoCAD SHX Text 50 1/4"

AutoCAD SHX Text 33 1/2"

AutoCAD SHX Text 54 3/4"

AutoCAD SHX Text 67"

AutoCAD SHX Text 25"

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4 5/8" HOLE

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AutoCAD SHX Text 14 1/4"

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105" INVERT

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18" (TYP.)

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%%UDOUBLE CROSS-OVER "N" & BAFFLE "M" DETAIL

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AutoCAD SHX Text 14 3/8"

AutoCAD SHX Text 8"

AutoCAD SHX Text 16"

AutoCAD SHX Text 28 3/4"

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4" PVC CROSS

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4" PVC TEE

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4"DIA PVC PIPE

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%%UTOP VIEW OF FILTERS &

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%%UACCESS OPENING DETAIL

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FINAL CONSTRUCTION DRAWINGS

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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AutoCAD SHX Text 178315

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TM/BJG/AK

AutoCAD SHX Text 5-4-2023

AutoCAD SHX Text

GRAND TETON NATIONAL PARK, WYOMING

AutoCAD SHX Text

REHAB GROS VENTRE CAMPGROUND RV AMENITIES-DUMP STATION

AutoCAD SHX Text 322641

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NELSON ENGINEERING

AutoCAD SHX Text NOTES: 1. ALL JOINTS SHALL BE SEALED WITH "RAMNECK" AND GROUTED WITH ALL JOINTS SHALL BE SEALED WITH "RAMNECK" AND GROUTED WITH MASTERSEAL 590 (FORMERLY WATERPLUG) ON THE EXTERIOR. MASTERSEAL 581 (FORMERLY THOROSEAL) OR CONSEAL CS-55 COATING MUST BE APPLIED TO THE EXTERIOR OF THE MANHOLE SECTIONS. 2. A VISIBLE AND AUDIBLE ALARM SHALL BE INSTALLED AT THE CONTROL A VISIBLE AND AUDIBLE ALARM SHALL BE INSTALLED AT THE CONTROL PANEL SEE ELECTRICAL DRAWINGS.

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FINISHED GROUND EL. 6575.03±'

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6" INLET EL.6566.38±'

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BOTTOM EL. 6558.88±'

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OUTLET EL. 6571.03±'

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ALARM

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OFF

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CONTROL PANEL

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BACK TO LIFT STATION

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SEPTIC AND DOSING

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TANK DETAILS

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AutoCAD SHX Text C3.0

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INLET EL. 6566.78'±

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OUTLET EL. 6566.53'±

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FLOAT SETPOINTS

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FLOAT

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HEIGHT

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ALARM TO INLET

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ON TO ALARM

AutoCAD SHX Text 0'-6"

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OFF TO ON

AutoCAD SHX Text 4'-6"

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BOTTOM TO OFF

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TOTAL

AutoCAD SHX Text 7'-6"

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NOTES:

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1. INVERT DIMENSIONS FROM TANK I.D.

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2. ONLY MATERIALS THAT HAVE BEEN

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TESTED AND APPROVED BY XERXES

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SHOULD BE USED FOR FIELD BONDING

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OF CONTAINMENT SUMP OR ACCESS

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RISER COMPONENTS.

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3. NOMINAL TANK WEIGHT : 5,500 Kg

AutoCAD SHX Text (12,200 lbs.).

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ITEM

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QTY

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DESCRIPTION

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PART NUMBER

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6"DIA SCH 40 PVC INLET PIPE WITH INTERNAL SANITARY TEE & PIPES

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AutoCAD SHX Text 4"DIA SCH 40 PVC HORIZONTAL OUTLET PIPE WITH 4"DIA SCH 40 PVC STRAIGHT TEE & 4"DIA SCH 40 PVC CROSS

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23 1/2"I.D. FIBERGLASS ACCESS OPENING WITH 23 1/2"O.D. ALIGNMENT RING

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AutoCAD SHX Text 24"DIA (23 1/2"I.D.) x 72"HIGH ORENCO FRP ACCESS RISER (SUPPLIED BY XERXES, SHIPPED LOOSE)

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RF2472

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AutoCAD SHX Text 24"DIA ORENCO FLD SERIES FRP ACCESS LID WITH GASKET (SUPPLIED BY XERXES, SHIPPED LOOSE)

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FLD24G

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48"I.D. FIBERGLASS EXTENDED ACCESS OPENING WITH 48"O.D. ALIGNMENT RING

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AutoCAD SHX Text 48"DIA x 72"HIGH ORENCO FRP ACCESS RISER (SUPPLIED BY XERXES, SHIPPED LOOSE)

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RF4872

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AutoCAD SHX Text 48"DIA ORENCO FBL SERIES FRP ACCESS LID WITH GASKET (SUPPLIED BY XERXES, SHIPPED LOOSE)

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FBL48G

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1 GAL FIELD LAMINATION KIT

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12"ORENCO FILTER INSTALLATION (SUPPLIED & INSTALLED BY XERXES)

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FT1254-36

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AutoCAD SHX Text 12"ORENCO FILTER INSTALLATION WITH FLOAT SWITCH BRACKET (SUPPLIED & INSTALLED BY XERXES)

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FT1254-36A

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4"DIA FLEX BOOT WITH STAINLESS STEEL CLAMPS (PART #C420030)

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FULL PLATE BAFFLE (105" INVERT) WITH 4 5/8"DIA HOLE

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4"DIA SCH 40 PVC CROSSOVER PIPE WITH DOUBLE SANITARY TEES & PIPES

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AutoCAD SHX Text LIFTING LUG (12"x10") 32",32",34"

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18' PREFABRICATED CONCRETE DEADMEN KIT

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HOLD DOWN STRAP LOCATION

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AutoCAD SHX Text 6" THICK IMPORTED CRUSHED GRAVEL BASE COMPACTED TO 95% MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557.

AutoCAD SHX Text POUR 3.0 CYDS OF CONCRETE AROUND WET WELL 12" LIP ON BASE TO RESIST HYDROSTATIC UPLIFT.

AutoCAD SHX Text 1.75

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S.STL. & ALUM. POSITIVE LOCKING HOLD OPEN ARM

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T-316 S.STL. HINGE WITH TAMPER PROOF FASTENERS

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(COVER SHOWN IN OPEN POSITION)

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DETAIL

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SECTION A-A

AutoCAD SHX Text 36"

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3" TYP.

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OVERALL

AutoCAD SHX Text 1/4" (7 mm) THICK DIAMOND PATTERN ALUM. COVER PLATE

AutoCAD SHX Text 36"

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OVERALL

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LIFTING HANDLE

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S.STL. PRESSURE LOCK TO ACCEPT PAD LOCK

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MOUNTING HOLES FIELD LOCATE & DRILL

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STAINLESS STEEL PRESSURE LOCKS

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GASKET

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NOTE: ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL SS316.

AutoCAD SHX Text DUPLEX EFFLUENT PUMPS OPERATING IN A LEAD/LAG SCENARIO. EACH PUMP CAPABLE OF FLOWING 68 GPM AT 41 FEET OF HEAD

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FLOAT TREE 1" PVC WITH FLOATSATTACHED

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18" WEEP HOLE

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2" SCH 40 PVC (TYP.)

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72" MANHOLE SECTION

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GROUT PIPE PENETRATION

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4" SDR 35 PVC FROM SEPTIC TANK

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STAINLESS STEEL LIFTING CHAIN

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UNDISTURBED SUBGRADE

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QUICK THROW VALVE

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UNION

AutoCAD SHX Text PUMP INSTALLED ON 4"x8"x16" CMU BLOCK

AutoCAD SHX Text ALUMINUM ACCESS HATCH COVER, SEE DETAIL 2 THIS SHEET. INSTALL HALLIDAY PROTECTIVE GRATING OPTION OR APPROVED EQUAL.

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ALL JOINTS SEALED WITH RAM NECK AND EXTERIOR JOINT WRAP

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SPLICE BOX

AutoCAD SHX Text INSTALL CONCRETE GRADE RISERS AS REQUIRED OR ADJUST MANHOLE SECTIONS TO TERMINATE AT FINISHED GRADE

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GROUT PIPE PENETRATION

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CHECK VALVE WITH 18" WEEP HOLEABOVE

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LOCATE AS SHOWN ON SITE PLAN AND SEE ELECTRIC DRAWINGS

AutoCAD SHX Text FLOAT TREE AND SWITCHES COMPATIBLE WITH CONTROL BOX AND PUMP SET AT SPACING LISTED BELOW

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FINISH GRADE

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2" TO 2-1/2" PVC FITTING

INSTALL PREFABRICATED CONCRETE DEADMAN PER MANUFACTURER'S RECOMMENDATIONS

SCALE: NTS

WATER/SEWER MAIN CROSSING

C3.1

SCALE: N.T.S.

ASPHALT PATCH REPAIR DETAIL

C3.1

SCALE: NTS

ELECTRIC TRENCH DETAIL

C3.1

SCALE: N.T.S.

PIPE TRENCH DETAIL

C3.1

SCALE: N.T.S.

CURB AND GUTTER DETAIL

C3.1

SCALE: N.T.S.

SIDEWALK DETAIL

C3.1

SCALE: NTS

TRACER WIRE TERMINATION DETAIL

C3.1

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FINAL CONSTRUCTION DRAWINGS

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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AutoCAD SHX Text 178315

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TM/BJG/AK

AutoCAD SHX Text 5-4-2023

AutoCAD SHX Text

GRAND TETON NATIONAL PARK, WYOMING

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REHAB GROS VENTRE CAMPGROUND RV AMENITIES-DUMP STATION

AutoCAD SHX Text 322641

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NELSON ENGINEERING

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SEPTIC SYSTEM DETAILS

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AutoCAD SHX Text C3.1

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WATER MAIN

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SEWER MAIN

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WATER MAIN

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1. CEMENT TREATED FILL ("FLOWABLE FILL") SHALL CONFORM TO WPWSS SECTION CEMENT TREATED FILL ("FLOWABLE FILL") SHALL CONFORM TO WPWSS SECTION 02225, PART 2.01B. IF CALLED FOR ON THE PLANS, CONTRACTOR MAY SLEEVE PIPE IN LIEU OF USING FLOWABLE FILL. 2. CEMENT TREATED FILL SHALL BE PLACED FROM BOTTOM OF LOWER PIPE TO 6 CEMENT TREATED FILL SHALL BE PLACED FROM BOTTOM OF LOWER PIPE TO 6 INCHES ABOVE THE UPPER PIPE. 3. DIMENSION D (THE VERTICAL SEPARATION BETWEEN THE OUTSIDES OF THE UPPER DIMENSION D (THE VERTICAL SEPARATION BETWEEN THE OUTSIDES OF THE UPPER AND LOWER PIPES) SHALL BE 18 INCHES MINIMUM. 4. DIMENSION W SHALL EQUAL 3D PLUS 1 FOOT. DIMENSION W SHALL EQUAL 3D PLUS 1 FOOT. 5. DIMENSION L SHALL EQUAL 2O FEET MINIMUM. DIMENSION L SHALL EQUAL 2O FEET MINIMUM. 6. WHERE THE MINIMUM REQUIRED CLEARANCES FOR DIMENSIONS D AND L CANNOT WHERE THE MINIMUM REQUIRED CLEARANCES FOR DIMENSIONS D AND L CANNOT BE MAINTAINED, THE SEWER MAIN SHALL BE PLACED WITHIN A SEPARATE SLEEVE.

AutoCAD SHX Text %%uNOTES:

AutoCAD SHX Text %%u PERSPECTIVE

AutoCAD SHX Text %%u SEWER BELOW

AutoCAD SHX Text %%u SEWER ABOVE

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LOWER PIPE

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TRENCH BACKFILL

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LOWER PIPE

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FINISHED SURFACE

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UPPER PIPE

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UPPER PIPE

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FINISHED SURFACE

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CEMENT TREATED FILL ("FLOWABLE FILL")

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CEMENT TREATED FILL ("FLOWABLE FILL")

AutoCAD SHX Text %%u TRENCH PROFILE

AutoCAD SHX Text %%u TRENCH X-SECTION

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TRENCH BACKFILL

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SEWER MAIN

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9" MIN. CRUSHED GRAVEL

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TRENCH FILL COMPACTED TO 95% OF MODIFIED PROCTOR DENSITY

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FIRM EXCAVATION LINE

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NEW HOT MIX ASPHALT COMPACTED TO 95% OF MARSHALL DENSITY

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TACK COAT EDGES

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EXISTING ASPHALT SURFACE COURSE

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EXISTING BASE COURSE

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12" SEAL COAT ON JOINT AND COVER WITH SAND

AutoCAD SHX Text BITUMINOUS MATERIAL SHALL MEET THE APPLICABLE REQUIREMENTS OF SPECIFICATION 32 12 16 PLANT MIX PAVEMENTS BITUMINOUS MATERIALS

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FINISHED GRADE

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18" MIN.

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POWER CABLE

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IN CONDUIT OR

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COMPACTED

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BACKFILL

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%%UNOTES:

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4" MIN. BEDDING

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TAPE

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ELEC. WARNING

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60" MIN

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SECONDARY 36" MIN.

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PRIMARY 42" MIN.

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DIRECT BURIED

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4" MIN. SHADING

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1. WHEN ELECTRICAL CONDUCTORS CROSS OVER OR UNDER WATER, SEWER AND/OR GAS PIPES, THERE SHALL BE A MINIMUM OF 12" VERTICAL SEPARATION. IN ADDITION, THE ELECTRICAL CONDUCTORS SHALL BE PROTECTED WITH NOT LESS THAN 48" OF SUITABLE PVC OR RIGID STEEL CONDUIT WITH NO LESS THAN 24" ON EITHER SIDE OF THE CROSSING.

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2. CONSUMER INSTALLED CONDUIT MUST BE INSPECTED BY LOWER VALLEY ENERGY (LVE) OR THE CONTRACTING OFFICER PRIOR TO BACKFILLING. IF NOT INSPECTED, TRENCH MAY BE REJECTED.

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3. ALL TRENCHES ARE TO BE INSPECTED PRIOR TO BACKFILLING.

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4. BEDDING AND SHADING MATERIAL MUST BE SMOOTH, FREE OF ROCKS, AND MUST BE ABLE TO SIFT THROUGH A 1/4" SCREEN (SAND RECOMMENDED).

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WATER OR SEWER PIPE

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BACKSLOPE AS REQUIRED

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FOUNDATION (IF REQUIRED)

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FOUNDATION (IF REQUIRED)

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SEWER PIPE AS INDICATED ON PLANS

AutoCAD SHX Text NOTE: COMPLY WITH REQUIREMENTS SPECIFIED IN SECTION 31 23 17 TRENCHING. COMPLY WITH REQUIREMENTS SPECIFIED IN SECTION 31 23 17 TRENCHING.

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2" RADIUS

AutoCAD SHX Text %%uVERTICAL CURB

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6" MINIMUM AGGREGATE BASE COURSE

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MATCH EXISTING

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SLOPE 1/4" PER FT.

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AutoCAD SHX Text 12"

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CURB CUT

AutoCAD SHX Text NOTES: 1. PORTLAND CEMENT CONCRETE SHALL BE FIBERMESH-REINFORCED CLASS 4000 PORTLAND CEMENT CONCRETE SHALL BE FIBERMESH-REINFORCED CLASS 4000 CONCRETE CONFORMING WITH SPECIFICATIONS SECTION 03 30 00, CAST IN PLACE CONCRETE. 2. REMOVAL AND REPLACEMENT OF CURB SHALL TAKE PLACE IN FULL PANELS. REMOVAL AND REPLACEMENT OF CURB SHALL TAKE PLACE IN FULL PANELS. 3. FINISH AND DIMENSIONS OF THE CURB AND GUTTER WILL LIKELY CHANGE TO MATCH THE FINISH AND DIMENSIONS OF THE CURB AND GUTTER WILL LIKELY CHANGE TO MATCH THE WILL LIKELY CHANGE TO MATCH THE EXISTING CURB AND GUTTER ON SITE.

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1. SIDEWALK SHALL CONFORM TO ALL APPLICABLE ADA STANDARD REQUIREMENTS. SIDEWALK SHALL CONFORM TO ALL APPLICABLE ADA STANDARD REQUIREMENTS. 2. EXPANSION JOINTS SHALL BE PLACED IN SIDEWALK AT THE SAME LOCATIONS AS THOSE EXPANSION JOINTS SHALL BE PLACED IN SIDEWALK AT THE SAME LOCATIONS AS THOSE IN CURB AND GUTTER WHEN SIDEWALK IS ADJACENT TO CURB. 3. FOR SIDEWALKS GREATER THAN SIX FEET IN WIDTH, A LONGITUDINAL CONTROL JOINT FOR SIDEWALKS GREATER THAN SIX FEET IN WIDTH, A LONGITUDINAL CONTROL JOINT SHALL BE INSTALLED AT THE CENTER OF THE WALK. 4. REMOVAL AND REPLACEMENT OF SIDEWALK SHALL TAKE PLACE IN FULL PANELS. REMOVAL AND REPLACEMENT OF SIDEWALK SHALL TAKE PLACE IN FULL PANELS. 5. AGGREGATE BASE COURSE SHALL BE FOUR INCH MINIMUM THICKNESS, CONFORM TO AGGREGATE BASE COURSE SHALL BE FOUR INCH MINIMUM THICKNESS, CONFORM TO SPECIFICATIONS SECTION 31 05 16, AGGREGATES FOR EARTH WORK.

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WEAKENED PLANE CONTRACTION JOINT (TYP)

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EXPANSION JOINT (SEE NOTE 2)

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%%UNOTES:

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TRACER WIRE

AutoCAD SHX Text SEPTIC SYSTEM CONSTRUCTION NOTES: 1. DIG LEACHFIELD FROM NATURAL GRADE SO AS NOT TO COMPACT THE BED BOTTOM WHILE EXCAVATING. DIG LEACHFIELD FROM NATURAL GRADE SO AS NOT TO COMPACT THE BED BOTTOM WHILE EXCAVATING. 2. INSTALL INFILTRATORS PER MANUFACTURER'S INSTRUCTIONS. INSTALL INFILTRATORS PER MANUFACTURER'S INSTRUCTIONS. 3. MINIMUM PIPE GRADE IS 2%, UNLESS OTHERWISE NOTED. MINIMUM PIPE GRADE IS 2%, UNLESS OTHERWISE NOTED. 4. MAINTAIN MINIMUM 10' SEPARATION BETWEEN LEACH CHAMBERS AND BURIED UTILITIES. MAINTAIN MINIMUM 10' SEPARATION BETWEEN LEACH CHAMBERS AND BURIED UTILITIES. 5. IF DEWATERING IS REQUIRED TO SET LIFT STATION, CONTRACTOR SHALL OBTAIN APPROPRIATE PERMIT IF DEWATERING IS REQUIRED TO SET LIFT STATION, CONTRACTOR SHALL OBTAIN APPROPRIATE PERMIT FROM DEQ. 6. CONSTRUCT WITH MINIMAL DISTURBANCE TO SITE, RESTORE ALL DISTURBED AREAS TO PRE-CONSTRUCTION CONSTRUCT WITH MINIMAL DISTURBANCE TO SITE, RESTORE ALL DISTURBED AREAS TO PRE-CONSTRUCTION CONDITION. 7. SQUIRT TEST REQUIREMENT: SQUIRT TEST REQUIREMENT: UPON COMPLETION OF SYSTEM CONSTRUCTION, CONTACT THE CONTRACTING OFFICER FOR INSPECTION AND PERFORM A "SQUIRT TEST" IN PRESENCE OF CONTRACTING OFFICER. SQUIRT TEST SHALL BE CONDUCTED WITH CLEAN WATER IN THE LIFT STATION. RUN PUMP TO PRESSURIZE SYSTEM. AT END OF LATERALS OBSERVE WATER FLOW FROM " HOLES TO VERIFY THAT THERE IS A MINIMUM OF 2 FEET OF 14" HOLES TO VERIFY THAT THERE IS A MINIMUM OF 2 FEET OF HEAD ABOVE LATERALS. UTILIZE BALL VALVES ON THE INLET END OF LATERALS TO THROTTLE FLOW TO EQUALIZE PRESSURE IN EACH LATERAL. AFTER SUCCESSFUL TEST, PLUG THE PRESSURE TEST HOLES OR CUT AND CAP PIPE.

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%%USYSTEM%%U

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TO ABSORPTION

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%%UFROM%%U %%UOR EQUIVALENT%%U

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TO SEPTIC TANK

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PROPERTY LINES

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WELLS (INCLUDING NEIGHBORING WELLS)

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BUILDING FOUNDATIONS (W/ FOUNDATION DRAINS)

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BUILDING FOUNDATIONS (W/O FOUNDATION DRAINS)

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SEPTIC TANKS

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(INC. SEASONAL AND INTERMITTENT)

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STREAM OR SURFACE BODY OF WATER

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POTABLE WATER PIPES

AutoCAD SHX Text WASTEWATER SYSTEMS WITH FLOWS MORE THAN 2000 GPD MUST EXCEED THE FOLLOWING MINIMUM ISOLATION DISTANCES (IN FEET):

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PUBLIC WATER SUPPLY WELL

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CISTERNS

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AutoCAD SHX Text DETERMINED BY A HYDROGEOLOGICAL STUDY IN ACCORDANCE WITH SECTION 17(b) OF

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CHAPTER 3, BUT SHALL NOT BE LESS THAN SHOWN IN THE TABLE

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FOR SYSTEMS LARGER THAN 10,000 GALLONS PER DAY, THE ISOLATION DISTANCE SHALL

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UNDERGROUND WARNING TAPE

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PVC PIPE (PER PLANS)

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FLOW

AutoCAD SHX Text NOTE: INSTALL METAL T-POSTS AT CLEANOUTS OR OTHER LOCATIONS AS INDICATED ON PLANS. PAINT "BROWN" WITH ENAMEL SPRAY.

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ATTACH TRACER WIRE TO PIPE

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TRACER WIRE TERMINAL BOX FLUSH WITH ACCESS CAP

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METAL T-POST (SEE NOTE)

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CLEANOUT, TYP. TERMINATE TRACER WIRE AT ALL LOCATIONS INDICATED ON PLANS

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ACCESS CAP

FINISH GRADE

N.T.S

DISTRIBUTION VALVE VAULT

C3.2

N.T.S

TYPICAL MANHOLE FLOWLINE DETAILS

C3.2

N.T.S

TYPICAL MANHOLE DETAIL

C3.2

SCALE: N.T.S.

CLEANOUT (TYP.)

C3.2

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FINAL CONSTRUCTION DRAWINGS

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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TM/BJG/AK

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GRAND TETON NATIONAL PARK, WYOMING

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REHAB GROS VENTRE CAMPGROUND RV AMENITIES-DUMP STATION

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NELSON ENGINEERING

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SEPTIC SYSTEM DETAILS

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%%UDETAIL A

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MANHOLE

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RADIUS OF

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DROP ACROSS INVERT SHALL BE AS SHOWN ON THE DRAWINGS.

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PRECAST MANHOLES SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C-478.

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AutoCAD SHX Text BASE SHALL BE REINFORCED WHEN THE DISTANCE FROM INVERT TO TOP OF COVER EXCEEDS 15'. REINFORCEMENT TO BE APPROVED BY CONTRACTING OFFICER.

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AutoCAD SHX Text GRAVEL SHALL BE EIGHT INCH MINIMUM THICKNESS, AGGREGATE BASE COURSE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698.

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6" MIN.

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12" MAX.

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30" MIN.

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VARIABLE

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48" MAX.

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MIN.

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BOOT OR OTHER WATER TIGHT SEAL TYPICAL

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SLOPE 1" PER FOOT

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DIA. OF SEWER PIPE

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COMPACTED GRAVEL (SEE NOTE 4)

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VARIABLE HEIGHT MONOLITHIC BOTTOM AND BASE SECTION UNLESS OTHERWISE SPECIFIED

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TROUGH DEPTH AT CENTER TO BE 1/2 THE DIA. OF THE PIPE

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STEPS

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GROUT INSIDE BOOT

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SEAL ALL JOINTS WITH WATER TIGHT MATERIAL (RAMNECK OR APPROVED EQUAL)

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%%UADJUSTMENT DETAIL - ASPHALT & GRAVEL ROADS & PADS

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MIN.

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AutoCAD SHX Text %%uCOVER AND COLLAR PLAN

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AutoCAD SHX Text NOTE: ADJUST MANHOLE UPWARD WITH ADJUSTING RINGS UNDER FRAME. ADJUST MANHOLE DOWNWARD BY REMOVING A PORTION OF THE MANHOLE RISER AND REBUILDING TO PROPER HEIGHT. SLOPE MANHOLE RING AS REQUIRED TO MATCH STREET GRADE AND CROSS SLOPE. MAKE FINAL MANHOLE ADJUSTMENT AFTER PAVING AND BEFORE SEAL COATING.

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VARIES, 6" MINIMUM

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%%UCOVER AND COLLAR SECTION - GRAVEL STREETS AND OTHER

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SANITARY

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SEWER

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SLOPE OUTER EDGE 2" FOR MANHOLES OUTSIDE PAVED STREETS AND IN GRAVEL STREETS.

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#3 REBAR CONTINUOUS

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#3 REBAR INSET 2" CLEAR FROM OUTSIDE EDGE OF COLLAR ALL AROUND

AutoCAD SHX Text 48" CONCRETE SLAB (COLLAR)SHALL BE INSTALLED AROUND MANHOLE AT FINISH GRADE AS SHOWN ON THE PLANS.

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48" CONCRETE COLLAR SHALL BEFIBER-MESH REINFORCED CLASS 4000 CONCRETE

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FOR RAISED MANHOLES OUTSIDE OF ROADWAYS, SLOPE AT 2:1 TO EXISTING GRADE

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FRAME & COVER

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TOP OF NEW PAVEMENT

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#3 REBAR CONTINUOUS

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INSTALL ADJUSTING GRADE RING(S) AS REQUIRED. SEAL BY GROUTING.

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EXISTING MANHOLE CONE SECTION

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1. SLOPE ALL SHELVES TO CHANNEL AT 1" PER FOOT.

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CHANNEL

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CHANNEL

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SHELF

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SHELF

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SHELF

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SHELF

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SHELF

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SHELF

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SHELF

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SHELF

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SHELF

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SHELF

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SHELF

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CHANNEL

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CHANNEL

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2. SEE PLAN-PROFILE SHEETS FOR SLOPE OF CHANNEL.

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ORENCO 4-VALVE DISTRIBUTION V6404A

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CONCRETE UTILITY VAULT

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DISTRIBUTION VALVE INLET

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GALVANIZED PULL/LIFT IRON (ONE IN EACH CORNER)

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2.5" MANIFOLD LATERALOUTLET LINE, TYP. (4)

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UNION, TYP.

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%%UPLAN

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%%UELEVATION

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6" IMPORTED AGGREGATE BASE

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UNDISTURBED SUBGRADE

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BOTTOM EL. 6571.55±'

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RIM EL. 6575.05±'

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INV. EL. 6572.00±

AutoCAD SHX Text 2.5"x1.5" REDUCER

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2.5" SCH40 PVC FORCEMAIN,SLOPE BACK TO DOSING PUMP STATION

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2.5" SCH40 PVCFORCEMAIN, SLOPE BACK TO DOSING PUMP STATION

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2.5" MANIFOLDLATERAL OUTLET LINE, TYP. (4)

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6" SUMP

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ORENCO 4-VALVE DISTRIBUTION V6404A

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GALV. DIAMOND PLATE DOOR WITH LOCKING HATCH

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1.5" SCH 40 PVC (TYP.)

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NEW CAST IRON MANHOLE RING AND COVER WITH 1" PICKING HOLE, STAMPED SEWER

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45%%D WYE

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LINE (DIA. AS SHOWN

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SAN. SEWER SERVICE

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ON PLANS)

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45%%D ELBOWS

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BACKFILL REQ'D

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TYPE "A"

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%%USECTION A-A%%U

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DIRECTION

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%%UPLAN VIEW%%U

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OF FLOW

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SAN. SEWER SERVICE

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45%%D ELBOWS

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DIRECTION

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OF FLOW

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%%UNOTE:%%U CLEANOUT SHALL HAVE THE SAME DIAMETER AS SEWER LINE.

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45%%D ELBOWS

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%%UCLEANOUT AT BEND

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%%UINLINE CLEANOUT

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DIRECTION

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OF FLOW

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DIRECTION

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OF FLOW

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%%USECTION A-A%%U

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%%UPLAN VIEW%%U

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45%%D ELBOW

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45%%D WYE

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45%%D WYE

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BACKFILL REQ'D

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TYPE "A"

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SAN. SEWER SERVICE

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FINISH GRADE

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ACCESS CAP

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TYPE "A" BACKFILL REQ'D

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REMOVABLE CAP OR PLUG

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8" PVC SLEEVE PIPE

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FINISH GRADE

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ACCESS CAP

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TYPE "A" BACKFILL REQ'D

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REMOVABLE CAP OR PLUG

8" PVC SLEEVE PIPE

SCALE: N.T.S.

CHAMBERED LEACHFIELD - SECTION A-A (4 SECTIONS TOTAL)

C3.3 A

SCALE: N.T.S.

CHAMBERED LEACHFIELD PLAN

C3.3

SCALE: N.T.S.

LEACHFIELD SECTION C-C

C3.3 C

SCALE: N.T.S.

LEACHFIELD SECTION B-B

C3.3 B

SCALE: N.T.S.

VALVE BOX

C3.3 D

INSPECTION PORT &

PRESSURE TEST ACCESSC3.3

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FINAL CONSTRUCTION DRAWINGS

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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AutoCAD SHX Text 178315

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TM/BJG/AK

AutoCAD SHX Text 5-4-2023

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GRAND TETON NATIONAL PARK, WYOMING

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REHAB GROS VENTRE CAMPGROUND RV AMENITIES-DUMP STATION

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NELSON ENGINEERING

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CHAMBERED LEACHFIELD

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DETAILS

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INFILTRATOR END CAP

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SAND

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INFILTRATOR

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1 " PVC BALL 14" PVC BALLVALVE

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6" SCH 40PVC PIPE

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INSTALL PVC SCREW-IN CAP WITH NUT

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4" SCH 40PVC PIPE

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INFILTRATOR END CAP WITH INSPECTION PORT

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INSTALL PVC SCREW-IN CAP WITH NUT

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SAND

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INFILTRATOR

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D&L H-8028 CAST IRON CLEANOUT RING & COVER

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CHAMBERED END CAPS, TYP.

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1 " BALL VALVE AND VALVE BOX, TYP.14" BALL VALVE AND VALVE BOX, TYP.

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1 " SCH 40 PVC 14" SCH 40 PVCLATERAL @ 0% SLOPE, TYP.

AutoCAD SHX Text STANDARD INFILTRATORS 32 ROWS OF 42 INFILTRATORS IN BED CONFIGURATION, SEPARATED INTO 4 ZONES

AutoCAD SHX Text DRILL " DRAIN HOLES ON 532" DRAIN HOLES ONBOTTOM OF PIPE AT LATERAL ENDS ONLY AND INSTALL SPLASH PLATE TO PREVENT EROSION OF BEDDING MATERIAL (TYP.)

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ELBOW AND CAP ENDS TYP. ALL LATERALS PER DETAIL B/C3.3C3.3

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2 " SCH40 PVC 12" SCH40 PVCFORCEMAIN, SLOPE BACK TO DOSING PUMP STATION

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SPLASH PLATE PLACED AT GRADE, TYP.

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EXISTING/FINISHED GRADE = MIN. 6575.00'

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LATERAL, TYP.

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REDUCE FROM 2 " TO 12" TO 1 " TO ENTER VAULT12" TO ENTER VAULT

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4-ZONE DISTRIBUTION VALVE IN VAULT, SEE DETAIL 3/C3.2C3.2

AutoCAD SHX Text DRILL " HOLES @ 10' O.C. 17 HOLES/LATERAL. 532" HOLES @ 10' O.C. 17 HOLES/LATERAL.DRILL 2 HOLES ON BOTTOM OF PIPE W/ SPLASH PLATE (AS SHOWN) AND 15 HOLES ON TOP OF PIPE

AutoCAD SHX Text INCREASE FROM 1 " TO 12" TO 2 " AT BEGINNING OF 12" AT BEGINNING OF EACH MANIFOLD

AutoCAD SHX Text REDUCE FROM 2 " TO 12" TO 1 " AT EACH OF THE 4 14" AT EACH OF THE 4 ZONE (8 LATERAL) CONNECTIONS

AutoCAD SHX Text INFILTRATOR END CAP WITH INSPECTION PORT (TYP. 4 CORNERS OF LEACHFIELD, SEE DETAIL E/C3.3C3.3

AutoCAD SHX Text 1' MIN.

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

File details come from the government source that posted it. Updated Jul 19, 2023.