A06_40612308_2-6-23_STAMPED_Jenny_Lake_Boating_Water_and_Wastewater_System_CD.pdf
PDF 15 MB Posted
- Attached to
- Jenny Lake Boat Shuttle Concession WWW GRTE
- Solicitation number
- 140P1423R0018
About this file
This federal solicitation is seeking proposals for construction services at Grand Teton National Park. Specifically, the solicitation calls for construction of a new water service line from the Exum Guides Facility to the Jenny Lake Boat Shuttle Concession and replacement of the septic system at the Jenny Lake Boating Cabin. The solicitation is set aside for certified Women-Owned Small Businesses with a revenue size standard of $45 million. The contract value is estimated between $500,000 and $1,000,000. Proposals are due by email by the date specified in the solicitation. The contract performance period is within 10 days of the notice to proceed and must be completed within 180 days. The Department of the Interior National Park Service Intermountain Region is the contracting agency.
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JACKSON
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JOHN D.
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ROCKEFELLER, JR.
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PARKWAY
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TO ROCK SPRINGS
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MONTANA
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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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NATIONAL PARK
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JOHN D. ROCKEFELLER,JR.
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CAMPGROUND
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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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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 10/5/21 08:53 GREEN R23 S:\PROJ2021\328-01 (GTNP JENNY LAKE BOATING UTILITY - NPS - CIVIL)\4 DRAWINGS\CIVIL\JENNY-LAKE_TITLE-PAGE.DWG XREFS: ..\..\..\..\PROJ2020\347-01 (COLTER BAY MAIN WASTEWATER LIFT STATION - GTNP - CIVIL)\4 DRAWINGS\BASES\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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DRAWING NO.
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OF
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SHEET
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JENNY LAKE BOAT SHUTTLE CONCESSION WATER & WASTEWATER REPLACEMENT
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JENNY LAKE BOATING
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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 10/5/21 08:53 GREEN R23 S:\PROJ2021\328-01 (GTNP JENNY LAKE BOATING UTILITY - NPS - CIVIL)\4 DRAWINGS\CIVIL\JENNY-LAKE_TITLE-PAGE.DWG XREFS: ..\..\..\..\PROJ2020\347-01 (COLTER BAY MAIN WASTEWATER LIFT STATION - GTNP - CIVIL)\4 DRAWINGS\BASES\XG-GRTEBASE.DWG;
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SURVEY DATUM: HORIZ. NAD 83/93 VERT. NAVD 88
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NUMBER
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./JENNY-LAKE_TITLE-PAGE.DWG
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TITLE SHEET
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EXISTING SITE OVERVIEW
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DEMOLITION AND STAGING PLAN
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FINAL SITE OVERVIEW
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WATER LINE PLAN- PROFILE 0+00.00 - 3+00.00
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WATER LINE PLAN- PROFILE 3+00.00 - 6+00.00
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WATER LINE PLAN-PROFILE 6+00.00 - 9+00.00
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WATER LINE PLAN & PROFILE 9+00.00 - 10+80
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WATER SERVICE PLAN VIEWS
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WATER LINE DETAILS
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DESIGNED:
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SUB SHEET NO.
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PMIS/PKG NO.
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TITLE OF SHEET
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GRAND TETON NATIONAL PARK, WYOMING
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JENNY LAKE BOATING WATER & WASTEWATER SYS.
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EXISTING SITE OVERVIEW
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COTTONWOOD CREEK
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JENNY LAKE
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JENNY LAKE TRAILS
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BRIDGE
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BRIDGE
AutoCAD SHX Text NOTES: : 1. THE JENNY LAKE BOATING FACILITIES ARE OPERATED BY JENNY LAKE BOATING (JLB) AND OPERATE THE JENNY LAKE BOATING FACILITIES ARE OPERATED BY JENNY LAKE BOATING (JLB) AND OPERATE SEASONALLY BETWEEN MAY 1ST AND SEPTEMBER 30TH. SERVICE DISRUPTIONS FROM 7AM TO 7 PM ARE NOT ALLOWED DURING THIS PERIOD. 2. THE EXISTING SEPTIC LEACHFIELD LOCATION IS APPROXIMATED FROM DISCOVERY DURING TEST PIT THE EXISTING SEPTIC LEACHFIELD LOCATION IS APPROXIMATED FROM DISCOVERY DURING TEST PIT EXCAVATIONS. 3. SURVEY DATA COMPLETED ON JULY 01, 2022 BY NELSON ENGINEERING IS COMBINED WITH LIDAR SURVEY DATA COMPLETED ON JULY 01, 2022 BY NELSON ENGINEERING IS COMBINED WITH LIDAR DATA PROVIDED BY THE NATIONAL PARK SERVICE. AERIAL IMAGERY IS ESTIMATED FROM GOOGLE EARTH IMAGES AND IS ONLY FOR REFERENCE. 4. THE EXISTING WATER LINE LOCATION IS UNKNOWN FROM THE CABIN TO THE EXUM COMPLEX, AND THE EXISTING WATER LINE LOCATION IS UNKNOWN FROM THE CABIN TO THE EXUM COMPLEX, AND THE LOCATION SHOWN IS APPROXIMATED. CONTRACTOR TO VERIFY LOCATION OF WATER LINE. 5. THE EXISTING POWER LINE IS NOTED IN THE LOCATIONS AT WHICH IT WAS LOCATED IN THE FIELD. THE EXISTING POWER LINE IS NOTED IN THE LOCATIONS AT WHICH IT WAS LOCATED IN THE FIELD. THERE IS ALSO A PORTION OF THE ALIGNMENT INDICATED IN WHICH THE LOCATION WAS NOT DETERMINED IN THE FIELD BUT INDICATED ON THE PLANS AS LOCATED FROM LOWER VALLEY ENERGY SHAPE FILES. CONTRACTOR SHALL LOCATE IN THE FIELD PRIOR TO CONSTRUCTION TO REVIEW THE WATER LINE ALIGNMENT. 6. 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 LEGEND = MAJOR CONTOUR = MINOR CONTOUR = EDGE OF WATER = ROAD = CURB = ASPHALT PATHWAY = GRAVEL PATHWAY = UNDERGROUND TELEPHONE = FIBER = SURVEYED UNDERGROUND POWER = EXISTING WATER LINE = ESTIMATED UNDERGROUND POWER
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SCALE OF FEET
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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 PLANT WASTEWATER TREATMENT PLANT JBL JENNY LAKE BOATINGJENNY LAKE BOATING
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JENNY LAKE BOATING DOCK
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REIMER CABIN
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EMPLOYEE PARKING AREA
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UTILITY ROADS
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FUEL TANK
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DRAIN
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WATER BLOWOFF
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YARD HYDRANT
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JLB WATER METER
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APPROXIMATE LOCATION OF EXISTING SEWER LIFT STATION
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6" PE WATER LINE
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SURVEYED LOCATION OF EXISTING WATER LINE
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APPROXIMATE LOCATION AND ALIGNMENT OF EXISTING WATER LINE
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LOCATION OF POWER SERVICE IS SURVEYED FROM THIS LOCATION
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APPROXIMATE LOCATION OF LEACHFIELD, DISCOVERED DURING TEST PIT EXCAVATIONS
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OUTHOUSE
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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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SUB SHEET NO.
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TITLE OF SHEET
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TM
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GRAND TETON NATIONAL PARK, WYOMING
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JENNY LAKE BOATING WATER & WASTEWATER SYS.
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DEMOLITION AND
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STAGING PLAN
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COTTONWOOD CREEK
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JENNY LAKE
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BRIDGE
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BRIDGE
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SCALE OF FEET
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AutoCAD SHX Text DEMOLITION NOTES 1. THE EXISTING SANITARY SEWER AND WATER SYSTEMS SHALL REMAIN IN OPERATION AT ALL TIMES THE EXISTING SANITARY SEWER AND WATER SYSTEMS SHALL REMAIN IN OPERATION AT ALL TIMES WHEN JLB IS IN OPERATION. 2. EXISTING SEPTIC TANK AND PUMP STATION SHALL BE PUMPED OUT AND REMOVED FROM SITE. EXISTING SEPTIC TANK AND PUMP STATION SHALL BE PUMPED OUT AND REMOVED FROM SITE. 3. THE CONTRACTOR SHALL CAP BOTH ENDS ON ALL SEWER AND WATER LINES ABANDONED IN PLACE. THE CONTRACTOR SHALL CAP BOTH ENDS ON ALL SEWER AND WATER 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. SEE SPECIFICATION 02 41 16 STRUCTURE DEMOLITION FOR REQUIREMENTS ON ABANDONING SEE SPECIFICATION 02 41 16 STRUCTURE DEMOLITION FOR REQUIREMENTS ON ABANDONING EXISTING WATER SERVICE CONNECTION. 6. SEE SPECIAL REQUIREMENTS NOTED IN SPECIFICATION 01 11 00 FOR WORK OCCURRING IN TRAILS SEE SPECIAL REQUIREMENTS NOTED IN SPECIFICATION 01 11 00 FOR WORK OCCURRING IN TRAILS AND WALKWAYS.
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JENNY LAKE BOATING
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UTILITY ROADS
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FUEL TANK
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DRAIN TO BE DEMOLISHED PER SPECIFICATIONS 02 41 61 STRUCTURE DEMOLITION
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WATER BLOWOFF TO BE DEMOLISHED PER SPECIFICATIONS 02 41 16 STRUCTURE DEMOLITION
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JLB WATER METER AND VAULT TO BE DEMOLISHED AND REMOVED FROM SITE.
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6" PE WATER LINE
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SURVEYED LOCATION OF EXISTING WATER LINE
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AutoCAD SHX Text EXISTING WATER SERVICE ATTACHED TO BRIDGE IS TO BE DEMOLISHED AND REMOVED FROM THE SITE.
AutoCAD SHX Text EXISTING YARD HYDRANT TO BE DEMOLISHED PER SPECIFICATIONS 02 41 16 STRUCTURAL DEMOLITION
AutoCAD SHX Text EXISTING LIFT STATION SHALL BE PUMPED OUT, DEMOLISHED AND REMOVED FROM THE SITE PER SPECIFICATIONS 02 41 16 STRUCTURAL DEMOLITION
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EXISTING POWER SERVICE TO REMAIN AND PROTECTED IN PLACE.
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EXISTING LEACHFIELD TO BE ABANDONED IN PLACE.
AutoCAD SHX Text SEE SPECIFICATIONS 02 41 16 STRUCTURE DEMOLITION FOR REQUIREMENTS ON ABANDONMENT OF EXISTING SERVICE CONNECTION
AutoCAD SHX Text FOLLOWING CONSTRUCTION, CONTRACTOR SHALL RESHAPE EXISTING GRAVEL ROADS TO ADDRESS ANY RUTTING AND DAMAGE THAT OCCURRED DURING CONSTRUCTION
AutoCAD SHX Text CONTRACTOR SHALL PLACE GRAVEL AND GRADE AS NEEDED TO ADDRESS LOW SPOT IN GRAVEL PARKING AREA dholmberg Stamp dholmberg Polygonal Line dholmberg Polygonal Line dholmberg Typewritten Text
STAGING AREAS IDENTIFIED IN YELLOW. ADDITIONAL STAGING ALLOWED ON NORTH
CONNECTOR ROAD WEST OF EXUM MOUNTAIN GUIDES SHOWN BELOW. COORDINATE
ACCESS ROUTES TO ALIGNMENT WITH NPS.
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GRAND TETON NATIONAL PARK, WYOMING
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JENNY LAKE BOATING WATER & WASTEWATER SYS.
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FINAL SITE OVERVIEW
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JENNY LAKE
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BRIDGE
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AutoCAD SHX Text LEGEND = MAJOR CONTOUR = MINOR CONTOUR = EDGE OF WATER = CURB = PATHWAY = UNDERGROUND TELEPHONE = FIBER = ELECTRIC = EXISTING WATER LINE = PROPOSED WATER LINE = PROPOSED SEPTIC LINE = PROPOSED LEACHFIELD
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SCALE OF FEET
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JENNY LAKE BOATING
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REIMER CABIN
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EMPLOYEE PARKING AREA
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UTILITY ROADS
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FUEL TANK
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PROPOSED SEPTIC SYSTEM, SEE SHEET C3.0C3.0
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PROPOSED 3" SDR 11 HDPE WATERSERVICE, SEE SHEETS C2.0-C2.3C2.0-C2.3-C2.3C2.3
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PROPOSED 1" HDPE WATER SERVICEHUNG FROM BRIDGE, SEE SHEET C2.4C2.4
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REPLACE EXUM YARD HYDRANT
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JENNY LAKE AREA WELL HOUSE
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CONNECT TO EXISTING WATER MAIN
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PROPOSED ARV #1
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PROPOSED ARV #2
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REIMER CABIN WATER SERVICE CONNECTION, SEE SHEET C2.1C2.1
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REIMER CABIN WATER SERVICE, SEE SHEET C2.4C2.4
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PROPOSED SEPTIC TANK AND PUMP STATION SYSTEM, SEE SHEET C3.1C3.1
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PROPOSED 3" SDR 11 HDPE WATERSERVICE, SEE SHEETS C2.0-C2.3C2.0-C2.3-C2.3C2.3
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PROPOSED RPZ BACKFLOW PREVENTER, SEE DETAIL 5/C2.5C2.5
AutoCAD SHX Text
TERMINATE NEW WATER SERVICE AT EXISTING CONNECTION
AutoCAD SHX Text
PROPOSED SEPTIC SYSTEM SERVICE REPLACEMENT, SEE SHEET C3.0C3.0
AutoCAD SHX Text
INSTALL METER VAULT
OUTHOUSE
MAIN WL PROFILE
SCALE: (H) 1" = 10' (V) 1" = 10'
START STA: -0+05.00, END STA: 3+00.00
(22x34")
-0+050+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text
TP
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TP
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TP
AutoCAD SHX Text
SEE DETAIL 9/C2.5 C2.5
AutoCAD SHX Text
INSTALL METER VAULT
AutoCAD SHX Text
STA = 0+05.00
AutoCAD SHX Text
RIM = 6790.36
AutoCAD SHX Text
IE. = 6785.75
AutoCAD SHX Text
%%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
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 175350
AutoCAD SHX Text
AutoCAD SHX Text
TM
AutoCAD SHX Text 12-2-2022
AutoCAD SHX Text
GRAND TETON NATIONAL PARK, WYOMING
AutoCAD SHX Text
JENNY LAKE BOATING WATER & WASTEWATER SYS.
AutoCAD SHX Text 240436
AutoCAD SHX Text
WATER LINE
AutoCAD SHX Text
PLAN & PROFILE
AutoCAD SHX Text 0+00.00 - 3+00.00
AutoCAD SHX Text
AutoCAD SHX Text C2.0
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE OF FEET
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text NOTES: : 1. LOCATION OF EXISTING 6" PE WATER MAIN IS APPROXIMATE AND TAKEN FROM LOCATION OF EXISTING 6" PE WATER MAIN IS APPROXIMATE AND TAKEN FROMAS-BUILT DRAWINGS. CONTRACTOR SHALL VERIFY ACTUAL LOCATION AND ELEVATION IN THE FIELD. 2. 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. 3. 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.
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
890 LF PROPOSED 3" SDR11 HDPE WATER SERVICE
AutoCAD SHX Text
3" SDR 11 HDPE WATER SERVICE
AutoCAD SHX Text
ABANDON EXISTING WATER SERVICE CONNECTION
AutoCAD SHX Text
INSTALL AIR RELIEF VAULT AT HIGH POINT SEE DETAIL 8/C2.5C2.5
AutoCAD SHX Text
LIMITS OF DISTURBANCE
AutoCAD SHX Text
APPROXIMATE LOCATION OF EXISTING WATER SERVICE
AutoCAD SHX Text
EXISTING 6" PE WATER LINE,SEE NOTE 1 THIS SHEET
AutoCAD SHX Text
EXISTING METER TO REMAIN
AutoCAD SHX Text REPLACE EXUM YARD HYDRANT WITH S4H YARD HYDRANT. CONNECT TO EXISTING 1" WATER SERVICE PIPE. SEE DETAIL 2/C2.6C2.6
AutoCAD SHX Text
INSTALL NEW METER VAULT, SEE DETAIL 9/C2.5C2.5
AutoCAD SHX Text
CONNECT TO EXISTING WATER MAIN, SEE DETAIL 6&9/C2.5C2.5
AutoCAD SHX Text
FUSE MJ ADAPTER TO PLAIN END HDPE PIPE AT VALVES
AutoCAD SHX Text
EXISTING METER AND METER PIT TO BE DEMOLISHED AND REMOVED FROM SITE
AutoCAD SHX Text
CROSSING IS APPROXIMATE, EXACT LOCATION IS UNKNOWN
AutoCAD SHX Text
DEMOLISH EXISTING DRAIN.
AutoCAD SHX Text
TEST PIT 3
AutoCAD SHX Text
TEST PIT 4
AutoCAD SHX Text
TP-4 SOIL PROFILE (7/27/2022)
AutoCAD SHX Text
TP-3 SOIL PROFILE (7/27/2022)
ALIGNMENT OF WATER LINE MAY VARY SLIGHTLY IN THIS LOCATION TO AVOID LARGE BOULDERS
START STA: 3+00.00, END STA: 6+00.00
(22x34")
3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+10 4+20 4+30 4+40 4+50 4+60 4+70 4+80 4+90 5+00 5+10 5+20 5+30 5+40 5+50 5+60 5+70 5+80 5+90 6+00
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text
CS
AutoCAD SHX Text
TP
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 175350
AutoCAD SHX Text
AutoCAD SHX Text
TM
AutoCAD SHX Text 12-2-2022
AutoCAD SHX Text
GRAND TETON NATIONAL PARK, WYOMING
AutoCAD SHX Text
JENNY LAKE BOATING WATER & WASTEWATER SYS.
AutoCAD SHX Text 240436
AutoCAD SHX Text
WATER LINE
AutoCAD SHX Text
PLAN & PROFILE
AutoCAD SHX Text 3+00.00 - 6+00.00
AutoCAD SHX Text
AutoCAD SHX Text C2.1
AutoCAD SHX Text
%%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
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE OF FEET
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
APPROXIMATE LOCATION OF SEWER FORCE MAIN CROSSING
AutoCAD SHX Text
SEE SHEET C3.0 FOR PROPOSED SEPTIC SYSTEM
AutoCAD SHX Text SEE SHEET C2.4 FOR REIMER C2.4 FOR REIMER FOR REIMER CABIN WATER SERVICE SITE PLAN
AutoCAD SHX Text
INSTALL AIR RELIEF VAULT AT HIGH POINT SEE DETAIL 8/C2.5C2.5
AutoCAD SHX Text INSTALL S3 SANITARY YARD HYDRANT WITH 2'x2' SPLASH PAD, SEE DETAIL 2/C2.6C2.6
AutoCAD SHX Text
INSTALL CURB STOP
AutoCAD SHX Text
REMOVE AND REPLACE GRAVEL SURFACE, SEE DETAIL 2/C2.5C2.5
AutoCAD SHX Text INSTALL A 1 " X18" G.S. PIPE 12" X18" G.S. PIPESLEEVE FOR SNOW POLE AND BOLLARD (TYP. OF 2)
AutoCAD SHX Text
APPROXIMATE LOCATION OF EXISTING BURIED POWER
AutoCAD SHX Text NOTES: : 1. LOCATION OF EXISTING WATER SERVICE IS APPROXIMATE, CONTRACTOR SHALL LOCATION OF EXISTING WATER SERVICE IS APPROXIMATE, CONTRACTOR SHALL VERIFY ACTUAL LOCATION AND ELEVATION IN THE FIELD. 2. STRIP, STORE, AND REPLACE TOPSOIL PER SPECIFICATION 32 91 19.13. STRIP, STORE, AND REPLACE TOPSOIL PER SPECIFICATION 32 91 19.13. 3. 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 THE NEW MAIN.
AutoCAD SHX Text
APPROXIMATE LOCATION OF EXISTING WATER SERVICE
AutoCAD SHX Text
INSTALL 44 LF OF 1" SDR11 CTS HDPEPIPE TO HYDRANT
AutoCAD SHX Text
EXACT LOCATION OF POWER SERVICE PAST THIS LOCATION IS ESTIMATED
AutoCAD SHX Text
TEST PIT-2
TP-2 SOIL PROFILE (7/23/2022)
START STA: 6+00.00, END STA: 9+00.00
(22x34")
6+00 6+10 6+20 6+30 6+40 6+50 6+60 6+70 6+80 6+90 7+00 7+10 7+20 7+30 7+40 7+50 7+60 7+70 7+80 7+90 8+00 8+10 8+20 8+30 8+40 8+50 8+60 8+70 8+80 8+90 9+00
AutoCAD SHX Text
TP
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 175350
AutoCAD SHX Text
AutoCAD SHX Text
TM
AutoCAD SHX Text 12-2-2022
AutoCAD SHX Text
GRAND TETON NATIONAL PARK, WYOMING
AutoCAD SHX Text
JENNY LAKE BOATING WATER & WASTEWATER SYS.
AutoCAD SHX Text 240436
AutoCAD SHX Text
%%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
WATER LINE
AutoCAD SHX Text
PLAN & PROFILE
AutoCAD SHX Text 6+00.00 - 9+00.00
AutoCAD SHX Text
AutoCAD SHX Text C2.2
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
3" SDR 11 HDPE WATER SERVICE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE OF FEET
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text
REMOVE AND REPLACE GRAVEL SURFACE, SEE DETAIL 2/C2.5C2.5
AutoCAD SHX Text
DRAIN TO DAYLIGHT SEE DETAIL 4/C2.5C2.5
AutoCAD SHX Text
REMOVE AND REPLACE GRAVEL SURFACE, SEE DETAIL 2/C2.5C2.5
AutoCAD SHX Text NOTES: : 1. STRIP, STORE, AND REPLACE TOPSOIL PER SPECIFICATION 32 91 19.13. STRIP, STORE, AND REPLACE TOPSOIL PER SPECIFICATION 32 91 19.13. 2. BURIED FIBER OPTIC WAS LOCATED IN A LIMITED SECTION OF THE EXISTING BURIED FIBER OPTIC WAS LOCATED IN A LIMITED SECTION OF THE EXISTING GRAVEL ACCESS. HORIZONTAL ALIGNMENT OF THE PROPOSED WATERLINE MAY BE TO LIMIT CONFLICTS IN THE FIELD. LOCATION OF THE WATERLINE WILL REMAIN WITHIN THE ACCESS CORRIDOR.
AutoCAD SHX Text
EXISTING WATER SERVICE LOCATED IN THE FIELD AND SURVEYED.
AutoCAD SHX Text
SEE NOTE #2 THIS SHEET.
AutoCAD SHX Text
TP-1 SOIL PROFILE (7/22/2022)
AutoCAD SHX Text
TEST PIT 1
AutoCAD SHX Text
CONTINUE TO ABOVE GROUND RPZ BACKFLOW PREVENTOR, SEE DETAIL 5/C2.5C2.5
AutoCAD SHX Text
INSTALL 3" 90° BENDS
INSTALL 1" RPZ BACKFLOW PREVENTOR IN AN ABOVE GROUND LOCKABLE BOX, SEE DETAIL 5/C2.5C2.5
START STA: 9+00.00, END STA: 10+80.00
(22x34")
9+00 9+10 9+20 9+30 9+40 9+50 9+60 9+70 9+80 9+90 10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80
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 175350
AutoCAD SHX Text
AutoCAD SHX Text
TM
AutoCAD SHX Text 12-2-2022
AutoCAD SHX Text
GRAND TETON NATIONAL PARK, WYOMING
AutoCAD SHX Text
JENNY LAKE BOATING WATER & WASTEWATER SYS.
AutoCAD SHX Text 240436
AutoCAD SHX Text
%%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
WATER LINE
AutoCAD SHX Text
PLAN & PROFILE
AutoCAD SHX Text 9+00.00 - 10+70
AutoCAD SHX Text
AutoCAD SHX Text C2.3
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
3" SDR 11 HDPE WATER SERVICE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE OF FEET
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text
DRAIN TO DAYLIGHT SEE DETAIL 4/C2.5C2.5
AutoCAD SHX Text
INSTALL ±18 LF OF 1" SDR11CTS HDPE PIPE TO DRAIN
AutoCAD SHX Text
REMOVE AND REPLACE GRAVEL SURFACE, SEE DETAIL 2/C2.5C2.5
AutoCAD SHX Text
INSTALL VALVE AND DRAIN
AutoCAD SHX Text
HANG PIPE OFF BRIDGE TO TERMINATION, SEE SHEET C2.4C2.4
AutoCAD SHX Text
BRIDGE
AutoCAD SHX Text
RAMP DOWN TO DOCK
AutoCAD SHX Text
HANG PIPE OFF BRIDGE SEE SHEET C2.4 FOR DETAILC2.4 FOR DETAIL FOR DETAIL
AutoCAD SHX Text
BRIDGE
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
BOAT DOCK BUILDING
AutoCAD SHX Text
INSTALL CURB STOP AND CURB BOX PER DETAIL 1/C2.6C2.6
AutoCAD SHX Text
INSTALL 1" TEE TODRAIN.
AutoCAD SHX Text TERMINATE AT JLB DOCK WITH A BRASS HOSE BIB WITH 1" NPT THREADED CONNECTION AND HANDWHEEL
AutoCAD SHX Text NOTES: : 1. BURIED FIBER OPTIC WAS LOCATED IN A LIMITED SECTION OF THE EXISTING BURIED FIBER OPTIC WAS LOCATED IN A LIMITED SECTION OF THE EXISTING GRAVEL ACCESS. HORIZONTAL ALIGNMENT OF THE PROPOSED WATERLINE MAY BE TO LIMIT CONFLICTS IN THE FIELD. LOCATION OF THE WATERLINE WILL REMAIN WITHIN THE ACCESS CORRIDOR.
AutoCAD SHX Text CREATE HIGH POINT WITH ADJUSTABLE PIPE HANGERS AND SLOPE WATER LINE BACK TO DRAIN AND BACK TO DOCK AT 0.5% MIN.
AutoCAD SHX Text
SEE SHEET C2.2
AutoCAD SHX Text
REDUCE FROM 3" TO 1" HDPE
STA: 9+28 INSTALL 3" HDPE CAP ON WATER MAIN AND INSTALL 1" JLB WATER SERVICE CONNECTION, SEE DETAIL 1/C2.6C2.6
REIMER CABIN SITE PLAN
SCALE: 1" = 10' (11X17)
WATER SERVICE TO JLB DOCK
SCALE: 1" = 10' (11X17)
SCALE: N.T.S.
REIMER CABIN WATER SERVICE DETAIL
C2.4
SCALE: N.T.S.
PIPE SUSPENSION DETAIL
C2.4
AutoCAD SHX Text
CO
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text
CS
AutoCAD SHX Text
CS
AutoCAD SHX Text
TP
AutoCAD SHX Text
3" SDR 11 HDPEWATER SERVICE TO JLB DOCK
AutoCAD SHX Text
3"" SDR 11 HDPEWATER SERVICE FROM WELL HOUSE
AutoCAD SHX Text
INSTALL 3" MJ TEE
AutoCAD SHX Text
INSTALL 3" MJ GATE VALVE
AutoCAD SHX Text
3" SDR 11 HDPEWATER SERVICE TO CABIN
AutoCAD SHX Text
3" SDR 11 HDPEPIPE SPOOL
AutoCAD SHX Text
INSTALL 3" MJ GATE VALVE
AutoCAD SHX Text
FUSE MJ ADAPTER TO PLAIN END HDPE PIPE AT ALL VALVES AND FITTINGS
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 175350
AutoCAD SHX Text
AutoCAD SHX Text
TM
AutoCAD SHX Text 12-2-2022
AutoCAD SHX Text
GRAND TETON NATIONAL PARK, WYOMING
AutoCAD SHX Text
JENNY LAKE BOATING WATER & WASTEWATER SYS.
AutoCAD SHX Text 240436
AutoCAD SHX Text
WATER SERVICE
AutoCAD SHX Text
PLAN VIEWS
AutoCAD SHX Text
AutoCAD SHX Text C2.4
AutoCAD SHX Text
JENNY LAKE
AutoCAD SHX Text
BRIDGE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE OF FEET
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE OF FEET
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text NOTES: : 1. REMOVE EXISTING YARD HYDRANTS AND WATER LINE DRAINS AT THE RIEMER REMOVE EXISTING YARD HYDRANTS AND WATER LINE DRAINS AT THE RIEMER CABIN PER SPECIFICATION SECTION 02 41 16. 2. STRIP, STORE, AND REPLACE TOPSOIL PER SPECIFICATION 32 91 19.13.STRIP, STORE, AND REPLACE TOPSOIL PER SPECIFICATION 32 91 19.13.
AutoCAD SHX Text
REIMER CABIN
AutoCAD SHX Text
JENNY LAKE BOATING
AutoCAD SHX Text
SEPTIC SYSTEM, SEE SHEET C3.0
AutoCAD SHX Text
SUSPEND WATER LINE FROM THE BRIDGE PER DETAIL 2/C2.4C2.4
AutoCAD SHX Text
INSTALL NEW HOSE BIB AT EXISTING DOCK CONNECTION
AutoCAD SHX Text
SEPTIC SYSTEM, SEE SHEET C3.0
AutoCAD SHX Text
INSTALL S3 SANITARY YARD HYDRANT WITH 2'X2' SPLASH PAD SEE DETAIL 2/C2.6C2.6
AutoCAD SHX Text
PROPOSED 3" SDR 11 HDPE WATER LINE
AutoCAD SHX Text
PROPOSED 3" SDR 11HDPE WATER LINE TO JLB
AutoCAD SHX Text
PROPOSED 3" SDR 11 HDPE WATER LINE
AutoCAD SHX Text PROPOSED 1" PRE-INSULATED HDPE SDR 11 CTS WATER LINE ON ALL ABOVE GROUND PIPELINE
AutoCAD SHX Text INSTALL S3 SANITARY YARD HYDRANT WITH 2'X2' SPLASH PAD. FINAL LOCATION TO BE DETERMINED BY NPS TO AVOID EXISTING TREES.
AutoCAD SHX Text
INSTALL CURB STOP
AutoCAD SHX Text
INSTALL 12 L.F. OF 1" DIA. SDR 11 CTS HDPE PIPE TO HYDRANT
AutoCAD SHX Text
DRAIN TO DAYLIGHT SEE DETAIL 4/C2.5C2.5
AutoCAD SHX Text CONNECT TO EXISTING WATER SERVICE AT A LOCATION ±5 LF FROM EXISTING STRUCTURE.CONTRACTOR SHALL VERIFY PIPE TYPE AND MATERIAL PRIOR TO CONSTRUCTION.
AutoCAD SHX Text
INSTALL VALVE AND DRAIN
AutoCAD SHX Text
INSTALL SANITARY YARD HYDRANT WATER SERVICE, SEE DETAIL 2/C2.6C2.6
AutoCAD SHX Text
INSTALL CURB STOP
AutoCAD SHX Text
WOOD BRIDGE
AutoCAD SHX Text
CEILING MOUNT, 304 STAINLESS STEEL, ADJUSTABLE PIPE BRACKET
AutoCAD SHX Text
BRACKET FOR 3.5" OD PREINSULATED PIPE
AutoCAD SHX Text
EXISTING POWER LOCATED AND SURVEYED IN FIELD
AutoCAD SHX Text
INSTALL 1" TEE TODRAIN
AutoCAD SHX Text
CABIN WATER SERVICE, SEE DETAIL THIS SHEET
AutoCAD SHX Text
GRAVEL REPLACEMENT PER DETAIL 2/C2.6C2.6
AutoCAD SHX Text
INSTALL 3" END CAP, 1" CONNECTIONTAPPING OFF PER DETAIL 1/C2.6C2.6
AutoCAD SHX Text
INSTALL 1" YARD HYDRANT WATER SERVICE CONNECTION, SEE DETAIL 1/C2.6C2.6
AutoCAD SHX Text
INSTALL CURB STOP AND DRAIN PER DETAIL 1/C2.6C2.6
AutoCAD SHX Text INSTALL 1" RPZ BACKFLOW PREVENTOR IN AN ABOVE GROUND LOCKABLE BOX, SEE DETAIL 5/C2.5C2.5
AutoCAD SHX Text INSTALL 3" HDPE CAP ON MAIN AND INSTALL 1" WATER SERVICE CONNECTION PER DETAIL 1/C2.6C2.6
AutoCAD SHX Text
INSTALL BOLLARD (TYP. OF 2) PER DETAIL 7/C2.5
AutoCAD SHX Text
LAG THE PIPE SUPPORTS TO THE WOOD DECKING WITH STAINLESS STEEL WOOD LAGS
AutoCAD SHX Text
1" HDPESERVICE PIPE
AutoCAD SHX Text
3" HDPE PIPE
AutoCAD SHX Text
EXISTING OUTHOUSE TO REMAIN
EXISTING WATER SERVICE TO REMAIN
SCALE: N.T.S.
GRAVEL REPAIR DETAIL
C2.5
SCALE: NTS
DRAIN/OVERFLOW OUTFALL
C2.5
SCALE: N.T.S.
PIPE TRENCH DETAIL
C2.5
Scale: N.T.S.
COMBINED AIR RELEASE VAULT
C2.5
SCALE: N.T.S.
VALVE COLLAR ASSEMBLY
C2.5
Scale: N.T.S.
RPZ BACKFLOW PREVENTOR
C2.5
Scale: N.T.S.
WATER MAIN CONNECTION AND METER VAULT DETAIL
C2.5
Scale: N.T.S.
WATER MAIN TAP DETAIL
C2.5
SCALE: NTS
BOLLARD DETAIL
C2.5
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 175350
AutoCAD SHX Text
AutoCAD SHX Text
TM
AutoCAD SHX Text 12-2-2022
AutoCAD SHX Text
GRAND TETON NATIONAL PARK, WYOMING
AutoCAD SHX Text
JENNY LAKE BOATING WATER & WASTEWATER SYS.
AutoCAD SHX Text 240436
AutoCAD SHX Text
WATER LINE DETAILS
AutoCAD SHX Text
AutoCAD SHX Text C2.5
AutoCAD SHX Text
IMPORTED AGGREGATE BASE COURSE
AutoCAD SHX Text
TRENCH FILL COMPACTED TO 95% OF MODIFIED PROCTOR DENSITY
AutoCAD SHX Text
FIRM EXCAVATION LINE
AutoCAD SHX Text
FINISHED GRAVEL SURFACE
AutoCAD SHX Text
EXISTING BASE COURSE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1%
AutoCAD SHX Text
1" HDPE PIPE FROM VALVE
AutoCAD SHX Text
TOPSOIL
AutoCAD SHX Text
TRENCH AND BURY PER PIPE TRENCH DETAIL 1/C2.4
AutoCAD SHX Text
INSTALL #24 STAINLESS STEEL MESH SCREEN
AutoCAD SHX Text
%%UPLAN
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
WATER
AutoCAD SHX Text 3"
AutoCAD SHX Text 3/4"
AutoCAD SHX Text
MAX.
AutoCAD SHX Text 1/2"
AutoCAD SHX Text
MIN.
AutoCAD SHX Text 6"
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COMPACTED BASE AND SUBGRADE
AutoCAD SHX Text
GRADE
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TOP OF FINISHED
AutoCAD SHX Text 3"
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COLLAR
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CONCRETE
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INSCRIBED IN CONCRETE COLLAR: PIPE SIZE, MATERIAL AND FLOW DIRECTION
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WATER
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3" HDPE
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"WATER" INSCRIBED IN CAST IRON VALVE BOX
AutoCAD SHX Text NOTES: 1. ADJUST WATER VALVES AS REQUIRED AFTER FINISH GRADE.ADJUST WATER VALVES AS REQUIRED AFTER FINISH GRADE.
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3" HDPE WATERLINE
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48" MANHOLE
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6" CORE TO BE GROUTED
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CAST IRON FRAME & COVER WITH FROST PROOF LID
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COMBINATION AIR AND FLOODSAFE VALVE ASSEMBLY
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3" SDR 11 HDPE
AutoCAD SHX Text NOTES: 1. COMPLY WITH PRODUCT REQUIREMENTS SPECIFIED IN SECTIONS 33 14 00 - COMPLY WITH PRODUCT REQUIREMENTS SPECIFIED IN SECTIONS 33 14 00 - WATER UTILITY DISTRIBUTION EQUIPMENT AND 33 05 17 - PRECAST CONCRETE VALVE VAULTS. 2. SEAL ALL JOINTS WITH "RAMNEK" AND NON-SHRINK GROUT OR APPROVED EQUAL. SEAL ALL JOINTS WITH "RAMNEK" AND NON-SHRINK GROUT OR APPROVED EQUAL. "RAMNEK" AND NON-SHRINK GROUT OR APPROVED EQUAL. . 3. FILL ANNULUSES AT PIPE PENETRATIONS WITH NON-SHRINK GROUT. FILL ANNULUSES AT PIPE PENETRATIONS WITH NON-SHRINK GROUT. . 4. HARDWARE INCLUDING NUTS AND BOLTS SHALL BE 304 OR 316 S.S.HARDWARE INCLUDING NUTS AND BOLTS SHALL BE 304 OR 316 S.S.
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FIPT CORPORATION STOP
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BRASS OR S.S. PIPING (TYP.)
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48" MANHOLE
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MFG SUPPLIED WALL BRACKET
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STEPS PER OSHA
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4" DRAIN HOLETO SUMP
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PIPE SUPPORT
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INSTALL CONCRETE COLLAR
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INSTALL BLUE BOARD INSULATION
AutoCAD SHX Text 17"x30" ABOVE GROUND LOCKABLE BOX, PAINTED BROWN
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FINISH GRADE
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1" BACKFLOW PREVENTER
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1" THREADEDUNION
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1" THREADED90° BEND
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FLOW DIRECTION
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1" THREADEDUNION
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1" THREADED 90°BEND
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TO WELL HOUSE
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TO DOCK
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ELEVATION
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UNIFORM CONCRETE BLOCKS (NO WOOD BLOCKING SHALL BE USED)
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GRIP RING
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VALVE BOX ASSEMBLY
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CONCRETE THRUST BLOCK
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TAPPING GATE VALVE
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TAPPING SLEEVE
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UNDISTURBED EARTH
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UNDISTURBED BASE COURSE
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NOTE: TRENCH WILL BE EXCAVATED TO MEET ALL WYOSHA STANDARDS PRIOR TO TAPPING.
AutoCAD SHX Text NOTE: RPZ MUST BE REMOVED DURING WINTER SHUTDOWN.: RPZ MUST BE REMOVED DURING WINTER SHUTDOWN.
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FLOW DIRECTION
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PIPE SUPPORT
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BALL VALVE W/ LOCKWING
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COUPLING (TYP.)
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12" (MIN.)
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4" DRAIN HOLE TO SUMP
AutoCAD SHX Text 4"x2" MJxFLG REDUCER W/2" FLG ADAPTER
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3" HDPE SDR11IPS WATER LINE
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5' OF 2" GALV. SCH 40 PIPE
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PIT SET METER TRANSCEIVER UNIT INSTALL PER MANUFACTURER'S RECOMMENDATIONS
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FROST PROOF RING AND COVER W/ 6" FOAM INSULATION PAD
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2" COMPOUND METER
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COMPACTED GRAVEL LEVELING COURSE
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4' PRECAST MANHOLEWITH MONOLITHIC BASE AND FLAT TOP
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%%USECTION
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4" HDPE SDR11IPS WATER LINE
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EXISTING 6" HDPE WATER MAIN, SEE NOTE 1
AutoCAD SHX Text CONTRACTOR SHALL VERIFY EXISTING WATER MAIN DEPTH PRIOR TO ORDERING METER MANHOLE.
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%%UPLAN
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4' PRECAST MANHOLEWITH MONOLITHIC BASE AND FLAT TOP
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EXISTING 6" HDPE WATER MAIN, SEE NOTE 1
AutoCAD SHX Text PERFORM HOT TAP, SEE DETAIL 6/C2.5 C2.5 INSTALL 6"x3" TAPPING SADDLE
AutoCAD SHX Text INSTALL 3" MJxFLG GATE VALVE AND VALVE BOX
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3" HDPE SDR11IPS WATER LINE
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FUSE MJ ADAPTER TO PLAIN END PIPE AT FITTING
AutoCAD SHX Text INSTALL 4" MJxFLG GATE VALVE AND VALVE BOX
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2" RIGID INSULATION
AutoCAD SHX Text 3"x2" MJxFLG REDUCER W/2" FLG ADAPTER
AutoCAD SHX Text PERFORM HOT TAP, SEE DETAIL 6/C2.5 C2.5 INSTALL 6"x4" TAPPING TEE
AutoCAD SHX Text INSTALL 24" WIDE BLUE BOARD INSULATION AT ALL OCCURRENCES WHERE THE WATERLINE BURY DEPTH IS LESS THAN 5 FEET.
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BACKSLOPE AS REQUIRED
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ELECTRICAL AND WATER UNDERGROUND WARNING TAPE (SECTION 31 23 17)
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FOUNDATION (IF REQUIRED)
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FOUNDATION (IF REQUIRED)
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HDPE DR11 WATER LINE (SECTION 33 11 13)
AutoCAD SHX Text NOTES: 1. COMPLY WITH REQUIREMENTS SPECIFIED IN SECTION 31 23 17 - TRENCHING. 2. SEE ELECTRICAL DETAILS FOR INSTALLATION OF ELECTRICAL CONDUITS.
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TRACER WIRE
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BOLT ALUMINUM CONFINED SPACE DANGER SIGNS TO MANHOLE LID (INSIDE AND OUT).
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HDPE ELECTROFUSION SERVICE SADDLE
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SEE NOTE #2
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5' OF 2" GALV.SCH 40 PIPE
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REFLECTIVE TAPE
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CROWN
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CONCRETE
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FINISH GRADE
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4" CONCRETE FILLED STEELPIPE PAINTED MANOR BROWN
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SECTION VIEW
AutoCAD SHX Text NOTES: 1. INSTALL A MINIMUM 3' FROM HYDRANT. INSTALL A MINIMUM 3' FROM HYDRANT. 2. FIELD CONFIRM BOLLARD LOCATIONS WITH NPS PRIOR TO EXCAVATION.FIELD CONFIRM BOLLARD LOCATIONS WITH NPS PRIOR TO EXCAVATION.
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1" MPT 304 STAINLESSSTEEL TO HDPE TRANSITION COUPLING
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3"X1" HDPE REDUCER
3" HDPE 90° BEND
SCALE: NTS
TYPICAL DRAIN DETAIL
C2.6
SCALE: NTS
TYPICAL YARD HYDRANT AND SPLASH PAD DETAIL
C2.6
SCALE: NTS
TYPICAL MJ BURIED GATE VALVE DETAIL
C2.6
SCALE: NTS
TYPICAL THRUST BLOCKS
C2.6
SCALE: NTS
TYPICAL THRUST BLOCK DIMENSIONS
C2.6
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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 175350
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TM
AutoCAD SHX Text 12-2-2022
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GRAND TETON NATIONAL PARK, WYOMING
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JENNY LAKE BOATING WATER & WASTEWATER SYS.
AutoCAD SHX Text 240436
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WATER LINE DETAILS
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AutoCAD SHX Text C2.6
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CURB STOP
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4' MINIMUM COVER
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BEDDING MATERIAL
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MAIN
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WATER
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HDPE PIPE
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TAP BY CONTRACTOR SEE DETAIL BELOW
AutoCAD SHX Text 6"x6"x3" MIN CONCRETE BLOCK
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STANDARD CURB BOX
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CURB STOP EXTENSION ROD (TYP.)
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CONCRETE COLLAR
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1" SCH. 40GALVANIZED PIPE AND FITTINGS WITH DIELECTRIC CONNECTION TO CURB STOP
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THREADED CAP
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STANDARD CURB STOP BOX W/ EXTENSION ROD
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HDPE PIPE AND FITTINGS
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1" CURB STOP CTS COMP. X FIPT
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%%USECTION B
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FINISHED GRADE
AutoCAD SHX Text 6"x6"x3" MIN CONCRETE BLOCK
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CONCRETE COLLAR
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1" HDPE TEE
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%%UPLAN
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50" RADIUS BEND, TYP.
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SERVICE LINE INTO BUILDING, SLOPE BACK TO PUMP-OUT DRAIN AS SHOWN
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%%USECTION A
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COUPLING OR ADAPTER FOR CONNECTION TO EXISTING SERVICE LINE
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PUMP-OUT DRAIN, SEE SECTION B
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STANDARD CURB STOP AND BOX
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WATER MAIN
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FINISHED GRADE
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1" SCH 40GALVANIZED PIPE
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1" HDPE PIPE
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TRACER WIRE
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PUMP-OUT DRAIN, SEE SECTION B
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CONCRETE COLLAR
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EXISTING WATER SERVICE TO STRUCTURE
AutoCAD SHX Text COUPLING OR ADAPTER FOR CONNECTION TO EXISTING SERVICE LINE TO BE MADE ABOVE GROUND, BELOW STRUCTURE TO ELIMINATE FUTURE DISTURBANCE
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EXISTING BUILDING
AutoCAD SHX Text FOR DRAIN ON THE MAIN, ELIMINATE THE ADDITIONAL CURB STOP AND TEE TO STRUCTURE. PLACE BEND AND DRAIN TO SURFACE DIRECTLY IN LINE.
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TAP BY CONTRACTOR SEE DETAIL BELOW
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18" MINIMUM
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36" MAXIMUM
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MIN. BURY
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SIPHON BREAK
AutoCAD SHX Text NOTES: : 1. HOSE BIB SHALL ACCOMMODATE STANDARD HOSE BIB SHALL ACCOMMODATE STANDARD 3/4" GARDEN HOSE. 2. ALL FITTINGS SHALL BE 'NO LEAD' BRASS ALL FITTINGS SHALL BE 'NO LEAD' BRASS MEETING UNS C89833 AS PER ASTM B584.
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FINISHED GRADE
AutoCAD SHX Text 4"x24"x24" CONCRETE SPLASH PAD
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MIN. 9" RADIUS
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MIN. 9" RADIUS
AutoCAD SHX Text DETAIL OF A PROPERLY INSTALLED CORPORATION STOP, SHOWING GOOSENECK IN SERVICE PIPE. NOTES: 1. ALL CONNECTIONS TO POLY PIPE WILL BE COMPRESSION TYPE FITTINGS INSTATIGHT OR EQUIVALENT.
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CORPORATION SADDLE
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CORPORATION STOP
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3" TYPICAL
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TO CURB VALVE
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1 INCH, 200 PSI POLY PIPE OR EQUIVALENT
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12" MIN. BEDDING COVER
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RIGID STYROFOAM INSULATION BOARD (BLUE BOARD)
AutoCAD SHX Text FROST PROOF SANITARY YARD HYRANT, WOODFORD S4H, WOODFORD S3, OR APPROVED EQUAL. SEE PLANS FOR HYDRANT TYPE AT EACH LOCATION.
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1" HDPE FROMEXISTING METER PIT
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INSTALL 6" BLOCK FOR HYDRANT TO SIT ON
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CONNECT TO ' NPT OF YARD 34' NPT OF YARD HYDRANT WITH BRASS REDUCER
AutoCAD SHX Text BEND EXISTING WATER SERVICE TO ALLOW FOR CONNECTION TO YARD HYDRANT, DO NOT EXCEED MANUFACTURER'S RECOMMENDATION FOR MINIMUM BENDING RADIUS
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HDPE AND D.I.P. WATERLINE (SIZE PER PLANS)
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MJ GATE VALVE - SIZE PER PLANS
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VALVE BOX TO GRADE
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CONCRETE COLLAR (TYPICAL ALL BURIED VALVES)
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FLOW
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VALVE NUT EXTENSION
AutoCAD SHX Text THRUST BLOCK 18"x18"x18"
AutoCAD SHX Text NOTE: 1. COMPLY WITH REQUIREMENTS SPECIFIED IN SECTION 33 12 16 - WATER UTILITY DISTRIBUTION VALVES. 2. INSTALL METAL T-POSTS AT VALVES. PAINT "LIGHT BLUE" WITH ENAMEL SPRAY.
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SPECIFY CONSTRUCTION
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ENGINEER TO
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FINISH GROUND
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%%UREDUCER
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%%U"Y" BRANCH
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%%UDEAD END
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%%UTEE
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%%UOFFSET
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%%UVERTICAL BEND
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%%UPLUGGED TEE
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%%UVALVE
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%%UHORIZONTAL BEND
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%%UPLUGGED CROSS
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%%UPLUGGED CROSS
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%%UUNBALANCED CROSS
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TRENCH BOTTOM
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2- " RODS 12" RODS
AutoCAD SHX Text NOTES: 1. SIZE OF BLOCK SHALL BE A MINIMUM OF 6" THICK. COMPLY WITH DIMENSIONS PRESENTED IN DETAIL 5/C2.6. SIZE OF BLOCK SHALL BE A MINIMUM OF 6" THICK. COMPLY WITH DIMENSIONS PRESENTED IN DETAIL 5/C2.6. 5/C2.6. C2.6. . 2. ALL BLOCKING SHALL BEAR AGAINST UNDISTURBED MATERIAL. 3. FITTINGS TO BE SEPARATED FROM THRUST BLOCK WITH AN APPROVED BOND BREAKER.
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B/3 (6" MIN.)
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NOTES:
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MINIMUM DIMENSIONS FOR THRUST BLOCKING
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22 1/2%%D BENDS
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11 1/4%%D BENDS
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REDUCERS &
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45%%D BENDS & WYES
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90%%D BENDS
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TEES & PLUGS
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SIZE
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FITTING
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1. FITTINGS TO BE…
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