Atch 3. Appendix C.pdf

PDF 6 MB Posted Aug 7, 2024

Attached to: Water Systems Operation and Maintenance at the Arapaho & Roosevelt National Forests
Solicitation number: 1240LP24Q0089
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Aug 7, 2024

This document contains construction plans and details for a water system upgrade project at the Red Feather Work Center in the Arapaho & Roosevelt National Forests in Colorado. The key details include:

The project involves replacing and upgrading various water system components including waterlines, a new utility building, a submersible well pump, disinfection equipment, and other accessories. The construction plans detail the site work, utility building layout and plumbing, electrical, sediment and erosion control, trench details, wellhead and hydrant details, valve details, daylight drain details, valve box details, and tank details. The project has an estimated quantity breakdown and general construction notes. This appears to be a set of technical design documents to support a federal construction contract, rather than a solicitation or performance work statement.

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Other files

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Atch 2. Appendix B.pdf	PDF	Aug 7, 2024
1240LP24Q0089 RFQ Water Systems Operator combined.pdf	PDF	Aug 7, 2024
Atch 4. Wage Determination 2015-5415 Boulder.pdf	PDF	Aug 7, 2024
Atch 5. Wage Determination 2015-5421 Larimer.pdf	PDF	Aug 7, 2024

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INDEX TO SHEETS

RED FEATHER WORK CENTER WATER

SYSTEM UPGRADES

ASPEN

STATE LOCATION MAP

ALAMOSA

STEAMBOAT

SPRINGS

NEW MEXICO

BUENA VISTA

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U.S. HIGHWAY

STATE HIGHWAY

DESCRIPTION

INTERSTATE HIGHWAY

MONTROSE

CORTEZ

UTAH

DURANGO

GUNNISON

GRAND

JUNCTION

GLENWOOD

SPRINGS

CRAIG

WYOMING

LIMON

OKLAHOMA

SPRINGS

WALSENBURG

COLORADO

TRINIDAD

CANON

CITY

PUEBLO

SALIDA

KANSAS

DENVER

FT. COLLINS

STERLING

NEBRASKA

DELTA

MONTE VISTA

VAIL

Colorado

MEEKER

DILLON

CARBONDALE

BOULDER

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Design:

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

Forest

Date:

Drawn:

Sheet Title: Sub Sheet:

Sheet

Project No:

COVER SHEET

RED FEATHER LAKES WATER SYTEM UPGRADES

STOGSDILL

BOWMAN/TAGLIOLI

DAVIS

3/24/2017

ARAPAHO & ROOSEVELT NATIONAL FOREST

& PAWNEE NATIONAL GRASSLAND

CANYON LAKES RANGER DISTRICT

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CONSTRUCTION PLANS

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DESCRIPTION

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TITLE SHEET

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ESTIMATE OF QUANTITIES & GENERAL NOTES

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SITE WORK PLAN

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UTILITY BUILDING

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UTILITY BUILDING PLUMBING PLAN

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UTILITY BUILDING PLUMBING ELEVATIONS

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UTILITY BUILDING ELECTRICAL

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SEDIMENT & EROSION CONTROL DETAILS

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UTILITY TRENCH TYPICAL DETAILS

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WELLHEAD & HYDRANT DETAILS

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VALVE TYPICAL DETAILS

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DAYLIGHT DRAIN TYPICAL DETAILS

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VALVE BOX TYPICAL DETAILS

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TANK DETAILS

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FOR

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AutoCAD SHX Text DIRECTIONS TO PROJECT SITE: THE RED FEATHER WORK CENTER IS LOCATED NEAR RED FEATHER LAKES, CO. FROM FORT COLLINS, CO TRAVEL NORTH ON US HIGHWAY 287 FOR APPROXIMATELY 17 MILES TO THE JUNCTION WITH WEST COUNTY ROAD 74E/RED FEATHER LAKES RD. TURN WEST (LEFT) AND TRAVEL APPROX 23 MILES TO THE JUNCTION WITH DOWDY LAKE ROAD. TURN NORTH (RIGHT) AND TRAVEL APPROX .25 MILE TO THE JUNCTION WITH THE RED FEATHER WORK CENTER ACCESS ROAD ON THE RIGHT.

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SCALE OF KILOMETERS

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SCALE OF MILES

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VICINITY MAP

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FOREST

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ARAPAHO

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NATIONAL

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RECREATION

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NATIONAL

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ARAPAHO

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AREA

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ROCKY MOUNTAIN

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NATIONAL

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PIERCE

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DATE

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I HAVE REVIEWED THE TECHNICAL ASPECTS OF THESE DRAWINGS:

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FOREST LANDSCAPE ARCHITECT

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FOREST ENGINEER

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DATE

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DISTRICT RANGER

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DATE

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RECOMMENDED BY:

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APPROVED BY:

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FOREST SUPERVISOR

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DATE

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ENGINEERING/REC GROUP LEADER

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ESTIMATE

QUANTITIES

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ESTIMATE OF QUANTITIES & GENERAL NOTES

RED FEATHER LAKES WATER SYTEM UPGRADES

STOGSDILL

DAVIS

2/22/2018

ARAPAHO & ROOSEVELT NATIONAL FOREST

& PAWNEE NATIONAL GRASSLAND

CANYON LAKES RANGER DISTRICT

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GENERAL CIVIL NOTES

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1. DEMO/SALVAGE: SUBMERSIBLE PUMP REMOVED FROM WELL #8077-2A SCHEDULED FOR DEMO/SALVAGE: SUBMERSIBLE PUMP REMOVED FROM WELL #8077-2A SCHEDULED FOR DECOMMISSIONING SHALL BE SALVAGED AND DELIVERED TO THE GOVERNMENT. WATER TREATMENT, AND PRESSURE TANK EQUIPMENT SHALL BE SALVAGED FROM THE VIS BUILDING AND REINSTALLED IN THE NEW PUMPHOUSE. 2. ALL TRENCHING SHALL CONFORM TO FEDERAL AND STATE OSHA SAFETY ALL TRENCHING SHALL CONFORM TO FEDERAL AND STATE OSHA SAFETY REQUIREMENTS INCLUDING COMPETENT PERSON SUPERVISION AND CAVE-IN PROTECTION. 3. BACKFILL TRENCHES IN ROADS AND DRIVEWAYS WITHIN 4 HOURS, AND ALL OTHER BACKFILL TRENCHES IN ROADS AND DRIVEWAYS WITHIN 4 HOURS, AND ALL OTHER TRENCHES WITHIN 24 HOURS. 4. MAINTAIN ORANGE SAFETY FENCING AROUND OPEN EXCAVATIONS WHEN WORK IS NOT MAINTAIN ORANGE SAFETY FENCING AROUND OPEN EXCAVATIONS WHEN WORK IS NOT ACTIVELY IN PROGRESS AND DURING NON-WORK HOURS. 5. WATER SYSTEMS SHALL BE FULLY TESTED AND FUNCTIONAL BEFORE BUILDING WATER SYSTEMS SHALL BE FULLY TESTED AND FUNCTIONAL BEFORE BUILDING SERVICES ARE CONNECTED TO IT. 6. CONDUCT ACTIVITIES SO THAT INTERFERENCE WITH THE PUBLIC AND/ OR GOVERNMENT CONDUCT ACTIVITIES SO THAT INTERFERENCE WITH THE PUBLIC AND/ OR GOVERNMENT PERSONNEL SHALL BE KEPT TO A MINIMUM. SCHEDULE ACTIVITIES REQUIRING CLOSURE TO THE PUBLIC AND/ OR GOVERNMENT PERSONNEL WITH THE CO AT LEAST 72 HOURS IN ADVANCE. 7. CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 2 BUSINESS DAYS IN ADVANCE OF EXCAVATION FOR THE MARKING OF UNDERGROUND UTILITIES. 8. DO NOT SCALE DRAWINGS. ALL MEASUREMENTS ARE IN IMPERIAL UNITS UNLESS DO NOT SCALE DRAWINGS. ALL MEASUREMENTS ARE IN IMPERIAL UNITS UNLESS OTHERWISE NOTED. 9. EXISTING CONSTRUCTION INDICATED IS BASED ON LIMITED FIELD INVESTIGATIONS AND EXISTING CONSTRUCTION INDICATED IS BASED ON LIMITED FIELD INVESTIGATIONS AND GOVERNMENT-SUPPLIED INFORMATION AVAILABLE AT TIME OF DESIGN. VERIFY ALL EXISTING CONDITIONS, INCLUDING THE ELEVATIONS OF EXISTING UTILITIES AND OTHER UNDERGROUND OBSTRUCTIONS BEFORE INSTALLING NEW WORK. NOTIFY THE CO IF ANY DISCREPANCIES ARE DISCOVERED. 10. WHEN A DETAIL IS IDENTIFIED AS "TYPICAL", APPLY DETAIL FOR CONSTRUCTION OF WHEN A DETAIL IS IDENTIFIED AS "TYPICAL", APPLY DETAIL FOR CONSTRUCTION OF EVERY LIKE CONDITION, EVEN IF REFERENCE TO THE DETAIL IS NOT REPEATED IN EVERY INSTANCE. IN CASES OF CONFLICT BETWEEN A SPECIFICALLY REFERENCED DETAIL AND A TYPICAL DETAIL, THE SPECIFICALLY REFERENCED DETAIL SHALL GOVERN. 11. PROTECT EXISTING WORK WHICH IS TO REMAIN IN PLACE, BE REUSED, OR REMAIN THE PROTECT EXISTING WORK WHICH IS TO REMAIN IN PLACE, BE REUSED, OR REMAIN THE PROPERTY OF THE GOVERNMENT. 12. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY TRAFFIC CONTROL DURING CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION, IN ACCORDANCE WITH APPROVED, CONTRACTOR-PREPARED TRAFFIC CONTROL PLAN. 13. MINIMIZE CONSTRUCTION IMPACTS TO SOILS, WATER, PLANTS, ANIMALS, AND OTHER MINIMIZE CONSTRUCTION IMPACTS TO SOILS, WATER, PLANTS, ANIMALS, AND OTHER NATURAL RESOURCES DURING CONSTRUCTION. CONFINE CONSTRUCTION OPERATIONS TO MINIMUM PRACTICAL AREA. IN NO CASE SHALL CONSTRUCTION OPERATIONS EXTEND BEYOND LIMITS OF CONSTRUCTION INDICATED WITHOUT PRIOR APPROVAL BY THE CO. 14. CONDUCT ALL OPERATIONS IN ACCORDANCE WITH APPROVED, CONTRACTOR-PREPARED CONDUCT ALL OPERATIONS IN ACCORDANCE WITH APPROVED, CONTRACTOR-PREPARED ENVIRONMENTAL PROTECTION AND STORM WATER POLLUTION PLANS. 15. EXISTING WATER PIPES SHOWN TO BE ABANDONED AND PIPES TAKEN OUT OF SERVICE EXISTING WATER PIPES SHOWN TO BE ABANDONED AND PIPES TAKEN OUT OF SERVICE FROM THE CONSTRUCTION OF NEW WATER LINES SHALL BE REMOVED AND DISPOSED OF. 16. MARKER POSTS SHALL BE INSTALLED EVERY 100 FT ALONG MAIN LINE, FOR ALL MARKER POSTS SHALL BE INSTALLED EVERY 100 FT ALONG MAIN LINE, FOR ALL VALVES LOCATED IN UNIMPROVED OR UNPAVED AREAS, JUNCTIONS, AND AT LOCATIONS OF BLIND FLANGES INSTALLED FOR FUTURE CONNECTION. POSTS SHALL BE SET IN A SAFE AND REASONABLY CONSPICUOUS LOCATION. MARKER POST SHALL BE 42" PORTABLE TRAFFIC DELINEATOR POST WITH TWO REFLECTOR STRIPS. THEY SHALL BE FURNISHED NEW AND UNUSED AND BURIED 24" DEEP, TO LEAVE 18" EXPOSED AS A MARKER POST. 2" HIGH LETTERING SHALL BE STENCILED ON THE POST WITH BLACK ENAMEL PAINT INDICATING VALVE OR BLIND FLANGE AND THE OFFSET DISTANCE. 17. CONTRACTOR SHALL POTHOLE ALL TIE-IN, PIPE CROSSINGS, AND POTENTIAL CONFLICT CONTRACTOR SHALL POTHOLE ALL TIE-IN, PIPE CROSSINGS, AND POTENTIAL CONFLICT LOCATIONS BEFORE PIPE INSTALLATION. 18. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING REDLINE "AS-BUILT" DRAWINGS THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING REDLINE "AS-BUILT" DRAWINGS DURING CONSTRUCTION. THE REDLINE DRAWINGS SHALL NOTE THE POSITION OF THE NEW WATERLINE WITH RESPECT TO EXISTING STRUCTURES; THE DEPTH OF THE NEW WATERLINE; LOCATIONS OF ALL NEW VALVES, BLOW-OFFS, METERS, FIRE HYDRANTS, AND OTHER WATER LINE APPURTENANCES; LOCATION OF ALL UTILITIES ENCOUNTERED DURING THE INSTALLATION OF THE NEW WATER LINE; LOCATIONS OF ABANDONED WATER LINES; LOCATIONS OF ANY CONTAMINATED SOILS; AND ALL OTHER STRUCTURES ENCOUNTERED DURING CONSTRUCTION. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL SUBMIT THE REDLINE DWGS TO THE CO. 19. AIR RELEASE VALVES SHALL BE INSTALLED WHEREVER NECESSARY INCIDENTAL TO AIR RELEASE VALVES SHALL BE INSTALLED WHEREVER NECESSARY INCIDENTAL TO WATERLINE CONSTRUCTION. 20. SCH 80 PVC SHALL BE INSTALLED 18" BOTH SIDES OF ANY BURIED VALVE. SCH 80 PVC SHALL BE INSTALLED 18" BOTH SIDES OF ANY BURIED VALVE. 21. SCH 80 PVC SHALL BE INSTALL WITHIN 5' SERVICE CONNECTIONS AND UTILITY SCH 80 PVC SHALL BE INSTALL WITHIN 5' SERVICE CONNECTIONS AND UTILITY BUILDING, AND WITHIN 10' OF DAYLIGHT DRAINS.

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BASE PAY ITEM NUMBER

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DESCRIPTION

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METHOD OF MEASUREMENT

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UNIT

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TOTAL

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MOBILIZATION/DEMOBILIZATION

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LSQ

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UTILITY BUILDING CONSTRUCTION

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WELL DECOMMISSIONING

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BURIED WATER STORAGE TANK DECOMMISSIONING

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2" SCH 40 PVC WATERLINE REPLACEMENT

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1-1/4" SCH 40 PVC WATERLINE REPLACEMENT

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NEW WATERLINE CONNECTION TO EXISTING LINE

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2" CURB VALVE AND BOX INSTALLATION

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1-1/4" CURB VALVE AND BOX INSTALLATION

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UTILITY BUILDING PLUMBING

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SERVICE CONNECTION ASSEMBLY INSTALLATION

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FROST FREE YARD HYDRANT INSTALLATION

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SUBMERSIBLE WELL PUMP INSTALLATION

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WELL ACCESSORIES

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NEW POWER SERVICE DROP

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OPTION PAY ITEM NUMBER

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2" SCH 40 PVC WATERLINE REPLACEMENT

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FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

SITE WORK

RED FEATHER WATER SYSTEM REHAB

ARAPAHO/ROOSEVELT NATIONAL FOREST

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STOGSDILL

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STOGSDILL/BOWMAN

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WOOD

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WATER TANK DECOMMISSIONING. PAY ITEM 17320-B

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6 PERSON BUNKHOUSE

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SHOP

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PILOT READY ROOM

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DOWDY LAKE ROAD

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2" WATERLINE REPLACEMENT. OPTION ITEM 221100-F.

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REMOVE EXISTING PARALLEL WATERLINES & REPLACE WITH (1) 2" LINE. ITEM 221100-A.

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NEW 2" DAYLIGHT DRAIN. PAY ITEM 221100-A.

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PAY ITEM 221100-D.

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2" WATERLINE REPLACEMENT. ITEM 221100-A.

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CONNECT TO EXISTING WATERLINE. PAY ITEM 221100-C.

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SERVICE CONNECTION. PAY ITEM 221103-B. 221103-B. SEE NOTE 4.

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WELL DECOMMISSIONING. ITEM 17320-A. SEE NOTE 1.

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2"X2"X1.25" TIE IN LOCATION. ITEM 221100-C.

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PAY ITEM 221100-D.

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REMOVE EXISTING LINES.

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NEW WATERLINE INSTALLATION. ITEM 221100-B.

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EXISTING POWER POLE. SEE NOTE 3.

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BROOM

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FINISH

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LOUVER

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LOUVER

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FLOOR PLAN

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3/4" PLYWD.

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2" X 6" AT

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2" X 10" BLKG. W/2"%%C

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SHEATHING

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24" O.C. W/INSECT

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SCREEN

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2" X 6" PR.TR. PLATE

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5" CONC. SLAB

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COMPACTED

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W.W.M. OR

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#4 AT 18" O.C. E.W.

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1/2"%%C X 9" ANCHOR

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(2) #4 BARS

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BOLTS AT 4'-0" O.C.

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MIN. 2/SIDE

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BUILDING INSUL. (TYP.)

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1/2" PLYWD. SHEATHING.

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BOARD AND

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30# FELT

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FIN. FLR.

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SLOPE 2%%%

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SIDE ELEVATION

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5" CONC. SLAB

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SLOPE 2%%%

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DOOR SILL DETAIL

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(2) #4 BARS

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FILL W/MASTIC

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PEMKO 180-A

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ALUM. THRESHOLD

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HEAD - JAMB SIMILAR

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EXT. DR. DETAIL

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(2) 3'-0" X 6'-8" X 1 3/4" DOORS

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METAL FRAME

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1/2" PLYWD.

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FLASHING

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HEADER

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1" X 10" RIDGE BD.

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2" X 10" RAFTER

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AT 24" O.C.

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COLLAR TIE

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AT 24" O.C.

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1" X 5" R.S. CEDAR

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TRIM (TYP.)

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SIDING

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FLASHING

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INSULATION

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1/2" PLYWD.

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4 PER PANEL

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1" X 2" TRIM (TYP.)

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THUMB TURNS -

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INSECT

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PLATE

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TREATED

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PRESSURE

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3/4' PLYWD.

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PANEL

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NEOPRENE

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GASKET

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(CONT.)

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1/2" PLYWD.

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DOUBLE METAL DOOR

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RUSKIN ELF6375D

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12X12 LOUVER

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W/INTEGRAL FLANGE

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1" X 10" RIDGE BOARD

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CEDAR

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BATTEN

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ROOFING

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BOARD &

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MIN

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DOOR SHALL BE NO BORE; LOCKED BY

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1/2" DIA STEEL BOLT AT BASE; RECEIVE

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SECURITY PLATE TO ACCEPT LATCHBOLT OF

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BOLT CATCH (STEEL) SHALL BE

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CAST INTO FLOOR SLAB

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ADJACENT DOOR.

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DOOR SHALL BE BORED TO RECEIVE

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MORTISE TYPE DEADBOLT HARDWARE

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W FS CYLINDER.

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FOUNDATION

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SHALL INCORPORATE

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UFER GROUND

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BRACED WALL PANEL, SIMPSON

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SW18X8, OR ALTERNATE

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METHOD, BOTH SIDES OF DOOR.

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BIRDMOUTH

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JOINT

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AT 16" O.C.

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MIN. (1) 4'X8' PANEL PER

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SIDE. NAIL 6" O.C AT EDGES,

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12" O.C. IN THE FIELD.

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W/ SIMPSON H1 HOLDOWN, OR EQUAL.

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AutoCAD SHX Text Project No:

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STOGSDILL/JACKSON

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STOGSDILL

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WOOD

2/16/2018

ROCKY MOUNTAIN REGION

R-2

UTILITY BUILDING PLUMBING PLAN

RED FEATHER WATER SYSTEM UPGRADES

ARAPAHO&ROOSEVELT NATIONAL FOREST

& PAWNEE NATIONAL GRASSLAND

CANYON LAKES RANGER DISTRICT

5 14

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INLET BAFFLE

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OUTLET BAFFLE

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GFM PRESSURE TANK

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FINISHED WATER OUTLET

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GFM " 34" WATER METER

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1- " TEE W/ GFM " 14" TEE W/ GFM " 12" THREADED CHLORINE INJECTOR

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INTERNAL BAFFLES, TYP

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INLET FROM WELL

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5'X6.5'X(6' HEIGHT) POLYPROPYLENE STORAGE TANK

AutoCAD SHX Text GOV FURNISHED (GFM) 10 GAL CHLORINATION TANK W/ INJECTION PUMP AND SPILL CONTAINMENT TRAY

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SLOPE SLAB 1/4" PER FOOT AWAY FROM DOOR

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DOOR STOP WITH HOOK

AutoCAD SHX Text 8'X4'X9" CONCRETE SLAB CONNECTION BETWEEN CONCRETE FLOOR AND SLAB SHALL USE DOWELS AND AN EXPANSION JOINT

AutoCAD SHX Text NOTES: 1) INSTALL ALL PLUMBING TO DRAIN IN DIRECTION INDICATED BY FLOW ARROW. INSTALL ALL PLUMBING TO DRAIN IN DIRECTION INDICATED BY FLOW ARROW. 2) ALL PIPING AND PIPE SLEEVES SHALL BE INSTALLED TO AN ELEVATION OF 3' ABOVE ALL PIPING AND PIPE SLEEVES SHALL BE INSTALLED TO AN ELEVATION OF 3' ABOVE BUILDING FLOOR. 3) FILL SLEEVE ANNULAR SPACE W/ FOAM. FILL SLEEVE ANNULAR SPACE W/ FOAM. 4) INSTALL TREATMENT BUILDING FLOOR TO DRAIN TOWARD DOORWAY. COMPACTED INSTALL TREATMENT BUILDING FLOOR TO DRAIN TOWARD DOORWAY. COMPACTED AGGREGATE BASE SHALL BE SLOPED " PER FOOT. 18" PER FOOT. 5) CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPING, FITTINGS AND APPURTENANCES CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPING, FITTINGS AND APPURTENANCES NECESSARY TO ACHIEVE A FULLY FUNCTIONING SYSTEM. 6) NOT ALL FITTINGS SHOWN FOR CLARITY. CONFIGURATION MAY VARY TO ACCOMMODATE NOT ALL FITTINGS SHOWN FOR CLARITY. CONFIGURATION MAY VARY TO ACCOMMODATE SPECIFIC MODELS AND FITTINGS. 7) INSTALL ADDITIONAL UNIONS AS NEEDED FOR EQUIPMENT REMOVAL. INSTALL ADDITIONAL UNIONS AS NEEDED FOR EQUIPMENT REMOVAL. 8) PIPE SUPPORTS SHALL BE INSTALLED EVERY 4' OR AS NEEDED TO PREVENT DEFLECTION. PIPE SUPPORTS SHALL BE INSTALLED EVERY 4' OR AS NEEDED TO PREVENT DEFLECTION. 9) WORK SHALL BE PERFORMED BY A LICENSED PLUMBER. WORK SHALL BE PERFORMED BY A LICENSED PLUMBER. 10) ALL WATER SYSTEM PIPING WITHIN 5' OF THE UTILITY BUILDING SHALL BE SCH 80 PVC. ALL WATER SYSTEM PIPING WITHIN 5' OF THE UTILITY BUILDING SHALL BE SCH 80 PVC. 11) CONTRACTOR SHALL LOCATE BLOCKOUT LOCATIONS AND GROUT SLEEVES WATERTIGHT. CONTRACTOR SHALL LOCATE BLOCKOUT LOCATIONS AND GROUT SLEEVES WATERTIGHT. SLEEVES SHALL BE SIZED 2" LARGER THAN UTILITY. 12) CONTRACTOR SHALL FURNISH A GRUNDFOS CM5-5, HORIZONTAL, MULTISTAGE CENTRIFUGAL CONTRACTOR SHALL FURNISH A GRUNDFOS CM5-5, HORIZONTAL, MULTISTAGE CENTRIFUGAL PUMP, OR APPROVED EQUAL. 13) BOOSTER PUMP SHALL BE ANCHORED SECURELY TO UTILITY BUILDING FLOOR. BOOSTER PUMP SHALL BE ANCHORED SECURELY TO UTILITY BUILDING FLOOR. 14) OPERATING RANGE FOR HYDROPNEUMATIC PRESSURE SENSORS SHALL BE SET TO 50-70 OPERATING RANGE FOR HYDROPNEUMATIC PRESSURE SENSORS SHALL BE SET TO 50-70 PSI FOR THE DISTRIBUTION AND 30-50 PSI FOR THE SUPPLY. 15) PRESSURE RELIEF VALVE SHALL BE SET TO 75-80 PSI. PRESSURE RELIEF VALVE SHALL BE SET TO 75-80 PSI. 16) THREADED HOSE BIB SHALL BE FURNISHED WITH 10' HOSE FOR THE PURPOSE OF SHOCK THREADED HOSE BIB SHALL BE FURNISHED WITH 10' HOSE FOR THE PURPOSE OF SHOCK CHLORINATING THE WELL.

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GFM FLOW SWITCH TO CHEMICAL METERING PUMP

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TANK ACCESS LID

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1-1/4" DRAIN

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ARV

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REF. NO.

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ITEM

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1- " SCH 80 PVC PIPE14" SCH 80 PVC PIPE

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1- " SWING CHECK VALVE14" SWING CHECK VALVE

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MATERIAL SCHEDULE

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PVC SLEEVE THROUGH CONCRETE

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1- " AIR RELEASE VALVE14" AIR RELEASE VALVE

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1- " WYE STRAINER14" WYE STRAINER

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1- " TEE W/ PRESSURE GAUGE14" TEE W/ PRESSURE GAUGE

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1- " BALL VALVE14" BALL VALVE

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5 MICRON ACTIVATED CARBON FILTRATION UNIT

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FLOW SENSOR W/ AUTOMATIC SHUT OFF VALVE

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ACCESS RUNGS

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VENT

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FLOAT SWITCH BRACKET

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1-1/4" X 2" REDUCER

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2" SCH 80 PVC

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CENTRIFUGAL BOOSTER PUMP

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AutoCAD SHX Text 1- " X 1- " PRESSURE TANK TEE W/ DRAIN14" X 1- " PRESSURE TANK TEE W/ DRAIN14" PRESSURE TANK TEE W/ DRAIN PRESSURE TANK TEE W/ DRAIN

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TEE W/ DUAL PRESSURE GAUGE & SWITCH

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62 GALLON PRESSURE TANK

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UNION

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TEE W/ " PRESSURE RELIEF VALVE12" PRESSURE RELIEF VALVE

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PRV

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TEE TO " THREADED HOSE BIB 34" THREADED HOSE BIB

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2 GALLON IN LINE PRESSURE TANK

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5 GPM FLOW CONTROL VALVE

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STOGSDILL

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STOGSDILL/BOWMAN

3/24/2017

ROCKY MOUNTAIN REGION

R-2

UTILITY BUILDING PLUMBING ELEVATIONS

RED FEATHER WATER SYSTEM UPGRADES

ARAPAHO&ROOSEVELT NATIONAL FOREST

& PAWNEE NATIONAL GRASSLAND

CANYON LAKES RANGER DISTRICT

6 14

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INLET BAFFLE

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TANK OUTLET

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TANK DRAIN

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TANK ACCESS

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TANK OUTLET BAFFLE

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TANK INLET

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TANK ACCESS

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TANK DRAIN

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FLOAT CONTROL WIRING BRACKET AND J BOX

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ACCESS RUNGS

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TANK VENT

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VENT

AutoCAD SHX Text NOTES: 1) CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPING, FITTINGS AND APPURTENANCES CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPING, FITTINGS AND APPURTENANCES NECESSARY TO ACHIEVE A FULLY FUNCTIONING SYSTEM. 2) NOT ALL FITTINGS SHOWN FOR CLARITY. CONFIGURATION MAY VARY TO ACCOMMODATE SPECIFIC NOT ALL FITTINGS SHOWN FOR CLARITY. CONFIGURATION MAY VARY TO ACCOMMODATE SPECIFIC MODELS AND FITTINGS. 3) INSTALL ADDITIONAL UNIONS AS NEEDED FOR EQUIPMENT REMOVAL. INSTALL ADDITIONAL UNIONS AS NEEDED FOR EQUIPMENT REMOVAL. 4) SHOP DRAWINGS SHALL BE SUBMITTED FOR 1500 GALLON TANK FOR APPROVAL PRIOR TO SHOP DRAWINGS SHALL BE SUBMITTED FOR 1500 GALLON TANK FOR APPROVAL PRIOR TO FABRICATION. SEE TANK DETAILS, SHEET D7. 5) HATCH SHALL BE BOLTED, GASKETED WITH A U-SHAPED CLOSED CELL GASKET TO MAKE IT HATCH SHALL BE BOLTED, GASKETED WITH A U-SHAPED CLOSED CELL GASKET TO MAKE IT WATER AND INSECT PROOF, AND ABLE TO RECEIVE A PADLOCK. 6) TANK SHALL INCLUDE INTERIOR ACCESS RUNGS INTEGRAL TO TANK OR CONTRACTOR SHALL TANK SHALL INCLUDE INTERIOR ACCESS RUNGS INTEGRAL TO TANK OR CONTRACTOR SHALL FURNISH AN ACCESS LADDER THAT SECURES TO TANK TO ALLOW FOR SAFE ENTRY. 7) CONTRACTOR SHALL ENSURE TANK DIMENSIONS ARE COMPATIBLE WITH PUMP HOUSE DOOR. CONTRACTOR SHALL ENSURE TANK DIMENSIONS ARE COMPATIBLE WITH PUMP HOUSE DOOR. CONTRACTOR SHALL ENSURE ACCESS HATCH AND RUNGS ARE FUNCTIONAL AND FULLY COMPATIBLE WITH ADJACENT BUILDING DIMENSIONS, TANK ACCESSORIES, SYSTEMS, ETC PRIOR TO FABRICATION. 8) TANK SHALL HAVE A WATERPROOF "CONFINED SPACE" SIGN PERMANENTLY INSTALLED ON LID. TANK SHALL HAVE A WATERPROOF "CONFINED SPACE" SIGN PERMANENTLY INSTALLED ON LID. 9) USE STAINLESS STEEL HARDWARE (BOLTS, NUTS, WASHERS, ETC) FOR CONNECTIONS TO TANK, USE STAINLESS STEEL HARDWARE (BOLTS, NUTS, WASHERS, ETC) FOR CONNECTIONS TO TANK, ACCESS HATCH AND LADDER, USE PVC FOR CONTROL WIRE JUNCTION BOX, NIPPLE, AND NUTS. ALL HOLES DRILLED THROUGH TANK SHALL BE MADE WATERPROOF WITH NSF APPROVED CAULKING OR RUBBER SEALS. 10) UPPER FLOAT LEVEL SHALL BE SET TO 5'-5.7" ABOVE THE BASE OF THE TANK. LOWER FLOAT UPPER FLOAT LEVEL SHALL BE SET TO 5'-5.7" ABOVE THE BASE OF THE TANK. LOWER FLOAT LEVEL SHALL BE SET TO 2'-2.12" ABOVE THE BASE OF THE TANK. THESE ELEVATIONS SHALL BE RECALCULATED IF TANK DIMENSIONS DIFFER FROM THOSE PLANNED.

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REF. NO.

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ITEM

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1- " SCH 80 PVC14" SCH 80 PVC

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MATERIAL SCHEDULE

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TEE TO " THREADED HOSEBIB W VAC BREAKER 34" THREADED HOSEBIB W VAC BREAKER

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1- " BALL VALVE14" BALL VALVE

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PRESSURE TANKS

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1- " SWING CHECK VALVE14" SWING CHECK VALVE

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OVERFLOW

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TANK OVERFLOW

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AutoCAD SHX Text Project No:

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STOGSDILL

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STOGSDILL

ROCKY MOUNTAIN REGION

R-2

UTILITY BUILDING ELECTRICAL

RED FEATHER WATER SYSTEM UPGRADES

ARAPAHO&ROOSEVELT NATIONAL FOREST

& PAWNEE NATIONAL GRASSLAND

CANYON LAKES RANGER DISTRICT

7 14

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SUBMERSIBLE PUMP CABLE

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IN 1" PVC C (75')

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1 #10, 1" PVC C

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GROUND FOR PANEL

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3 #8 PLUS GROUND

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WELL PUMP CONDUCTORS

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TERMINATION KIT

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IN "J" BOX AT WELL

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SERVICE ENTRANCE PANEL

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CHEMICAL

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METERING

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PUMP

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FLOW

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SWITCH

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STORAGE TANK

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FLOAT SWITCH

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WELL PUMP

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UTILITY BUILDING

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JUNCTION BOX

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RECEPTACLE

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MOTOR

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PROTECTION

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RECEPTICLE

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POWER SUPPLY

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PRESSURE

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SWITCH

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BOOSTER

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PUMP

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JUNCTION

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BOX

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LIGHT

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SWITCH

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LIGHT

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RECEPTICLE

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SUBMERSIBLE

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PUMP VAR.

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SPEED DRIVE

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PRESSURE

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SWITCH

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FLOW

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SENSOR

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CHEMICAL METERING PUMP RECPTACLE

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CORD

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BOOSTER PUMP

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PRESSURE SWITCH

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BOOSTER PUMP JUNCTION BOX

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FLOW SENSOR CONTROL PANEL

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RECEPTACLE

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ACTUATOR

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CONTROL PANEL

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BOOSTER MOTOR PROTECTION

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RECEPTACLE

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CHLORINE PUMP

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FLOW SWITCH

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LEGEND CEILING LUMINARE (100W) BY KENALL NO. H69FL OR APPROVED EQUAL.

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LIGHT SWITCH

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SHUT-OFF VALVE

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PRESSURE SWITCH

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SUBMERSIBLE VARIABLE SPEED DRIVE

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NO SCALE

AutoCAD SHX Text NOTES: 1) POWER SERVICE SHALL BE 60 AMP, VOLT, SINGLE PHASE. POWER SERVICE SHALL BE 60 AMP, VOLT, SINGLE PHASE. 120240 VOLT, SINGLE PHASE. 2) THE SCHEMATIC SHOWN ON THIS DRAWING IS FOR CONCEPTUAL DESIGN PURPOSES ONLY. THE THE SCHEMATIC SHOWN ON THIS DRAWING IS FOR CONCEPTUAL DESIGN PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE TO PRODUCE A FULLY AUTOMATIC FUNCTIONING ELECTRICAL CONTROL SYSTEM SIMILAR TO THE ONE SHOW HERE. 8) CONTRACTOR FURNISHED SERVICE ENTRANCE PANEL SHALL INCLUDE SERVICE DISCONNECTING MEANS CONTRACTOR FURNISHED SERVICE ENTRANCE PANEL SHALL INCLUDE SERVICE DISCONNECTING MEANS AND WATER SYSTEM CONTROL CIRCUITS AS SPECIFIED. 9) CONTRACTOR SHALL SUBMIT A LINE DIAGRAM OF THE PANEL. CONTRACTOR SHALL SUBMIT A LINE DIAGRAM OF THE PANEL. 10) A STATE ELECTRICAL PERMIT MUST BE OBTAINED BY THE CONTRACTOR. A STATE ELECTRICAL PERMIT MUST BE OBTAINED BY THE CONTRACTOR. 11) ALL ELECTRICAL WORK MUST BE DONE BY A LICENSED ELECTRICIAN. ALL ELECTRICAL WORK MUST BE DONE BY A LICENSED ELECTRICIAN. 12) MOUNT CENTERLINE OF ALL PANELS 5' ABOVE THE BLDG FLOOR. PANELS SHALL HAVE 36" MIN MOUNT CENTERLINE OF ALL PANELS 5' ABOVE THE BLDG FLOOR. PANELS SHALL HAVE 36" MIN CLEAR SPACE. RECEPTACLES SHALL BE 40" ABOVE THE FLOOR. 13) FLOW LOGIC, CHEMICAL PUMP, VARIABLE SPEED DRIVE, AND ALL MANUFACTURED PRODUCTS SHALL FLOW LOGIC, CHEMICAL PUMP, VARIABLE SPEED DRIVE, AND ALL MANUFACTURED PRODUCTS SHALL BE WIRED ACCORDING TO MANUFACTURERS' SPECIFICATIONS. 14) CONTRACTOR SHALL CYCLE THE SYSTEM THOROUGHLY TO ENSURE CONTRACTOR FURNISHED PANEL CONTRACTOR SHALL CYCLE THE SYSTEM THOROUGHLY TO ENSURE CONTRACTOR FURNISHED PANEL AND SUBMERSIBLE PUMP DRIVE INTERFACE SUCCESSFULLY. 15) SUBMERSIBLE PUMP VARIABLE SPEED DRIVE SHALL BE TURNED ON BY LOW WATER FLOAT SWITCH SUBMERSIBLE PUMP VARIABLE SPEED DRIVE SHALL BE TURNED ON BY LOW WATER FLOAT SWITCH CONDITIONS AND OFF BY HIGH WATER FLOAT SWITCH CONDITIONS. SEE CONTRACT SPECIFICATIONS.

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STOGSDILL

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STOGSDILL/BOWMAN

2/22/2018

4' -0

" 2' -6

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4' -0

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2' -6

6" ð ð ð ð ð ð

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R-2

SEDIMENT & EROSION CONTROL TYPICALS

RED FEATHER WATER SYSTEM UPGRADES

ARAPAHO&ROOSEVELT NATIONAL FOREST

& PAWNEE NATIONAL GRASSLAND

CANYON LAKES RANGER DISTRICT

8 14

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AT CORNER, OR PROPERTY LINE

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WRAP POSTS

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ANGLE ENDS OF FILTER FABRIC FENCE TO ASSURE SOIL/SEDIMENT IS TRAPPED

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FLOW DIRECTION ARROW (TYP)

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FILTER FABRIC MATERIAL

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FILTER FABRIC MATERIAL 36" WIDE ROLLS

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SIDE VIEW

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SIDE VIEW

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TOP VIEW

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MINIMUM BURY

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WINGS TO BREAK UP LENGTH OF SLOPE

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3'MIN. TO TOE OF SLOPE

AutoCAD SHX Text THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2 INCH X 2 INCH POSTS AND ATTACH AS SHOWN ON DETAIL. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 INCHES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE BACKFILLED AND COMPACTED, ALONG THE ENTIRE DISTURBED AREA. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS FOR 2 INCH X 2 INCH POST INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE UP HILL SIDE OF THE SLOPED AREA. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. FILTER FABRIC FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. AT NO TIME SHALL MORE THAN 1/3 THE HEIGHT OF THE FENCE OF SEDIMENT BE ALLOWED TO ACCUMULATE BEHIND SILT FENCING.

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STANDARD NOTES FOR SEDIMENT FENCES:

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STOGSDILL

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STOGSDILL

ROCKY MOUNTAIN REGION

R-2

UTILITY TRENCH TYPICALS

RED FEATHER WATER SYSTEM UPGRADES

ARAPAHO&ROOSEVELT NATIONAL FOREST

& PAWNEE NATIONAL GRASSLAND

CANYON LAKES RANGER DISTRICT

9 14

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TRACER WIRE, (ATTACH AT 10' INTERVALS)

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UNDISTURBED BASE OR SUBGRADE

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BACKFILL: NATIVE BACKFILL MATERIAL

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BEDDING MATERIAL

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EXISTING SECTION

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RESURFACING

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IN GRAVEL AREAS

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LANDSCAPED OR UNIMPROVED AREAS

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MATCH EXISTING

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30" MIN. BURY

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12" MIN.

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6" MIN., EACH SIDE

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6" MIN.

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SAWCUT BEFORE PAVING

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PIPE BEDDING

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PIPE ZONE

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NATIVE BACKFILL MATERIAL

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3" TOPSOIL

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3" WIDE PIPE LOCATOR RIBBON, 18" MIN. TO 24" MAX. BURY DEPTH

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MIN

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SUM PIPE DIA

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NATIVE

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EXCAVATED MATERIAL

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MIN

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MARKING TAPE

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MOUND BACKFILL 3" ABOVE

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ORIGINAL GROUND LINE

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MIN

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PVC ELECTRICAL

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CONDUIT W/

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TRACER WIRE

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WATER LINE

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TRACER WIRE, (ATTACH AT 10' INTERVALS)

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+1'-8" MAX

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MIN

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MIN

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MIN

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MIN

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MIN

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PIPE

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6" TO 10"

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WATER LINE

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2" BLACK STENCILED LETTERING

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INDICATING VALVE, WATERLINE,

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JUNCTION, AND OFFSET DISTANCE

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REFLECTIVE CARSONITE TRAFFIC

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DELINEATOR POST

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10'-0" MIN

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SEWER

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WATER

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WATER

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SEWER

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5'-0" MIN

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CONCRETE

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30" MIN.

AutoCAD SHX Text NOTES: THE SEPARATION OF WATER MAINS AND SEWERS SHALL COMPLY WITH MINIMUM STANDARDS FOR PUBLIC WATER SYSTEMS, WHICH ARE GENERALLY AS FOLLOWS: A. PARALLEL INSTALLATION: PARALLEL INSTALLATION: 1. NORMAL CONDITIONS: THE INSIDE EDGE OF A WATER LINE SHALL BE NORMAL CONDITIONS: THE INSIDE EDGE OF A WATER LINE SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM THE INSIDE EDGE OF ANY SANITARY OR STORM SEWER, MANHOLE, OR TANK. 2. UNUSUAL CONDITIONS: WHEN LOCAL CONDITIONS PREVENT A UNUSUAL CONDITIONS: WHEN LOCAL CONDITIONS PREVENT A HORIZONTAL SEPARATION OF 10 FEET, AND WHEN APPROVED BY THE ENGINEER, THE INSIDE EDGE OF A WATER MAIN MAY BE LAID A MINIMUM OF 5 FEET FROM THE INSIDE EDGE OF A SEWER PROVIDED THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES HIGHER THAN THE TOP OF THE SEWER (SEE DETAIL 2, THIS SHEET), AND THE WATER MAIN IS LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF. B. CROSSINGS: CROSSINGS: 1. NORMAL CONDITIONS: WHENEVER POSSIBLE, THE BOTTOM OF THE NORMAL CONDITIONS: WHENEVER POSSIBLE, THE BOTTOM OF THE WATER MAIN SHALL BE AT LEAST 18 INCHES HIGHER THAN THE TOP OF THE SEWER. 2. UNUSUAL CONDITIONS: IF A WATER MAIN MUST CROSS UNDER A UNUSUAL CONDITIONS: IF A WATER MAIN MUST CROSS UNDER A SEWER, THE TOP OF THE WATER MAIN SHALL BE AT LEAST 18 INCHES LOWER THAN THE BOTTOM OF THE SEWER. THE WATER MAIN PIPE SHALL BE CENTERED AT THE CROSSING SO THAT THE JOINTS ARE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE SEWER. ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF THE SEWER AT THE CROSSING. INCLUDE BACKFILLING THE ENTIRE UTILITY CROSSING AREA WITH CONCRETE.

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NORMAL CONDITIONS PARALLEL INSTALLATION

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UNUSUAL CONDITIONS PARALLEL INSTALLATION

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UNUSUAL CONDITIONS CROSSINGS

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NORMAL CONDITIONS CROSSINGS

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30" MIN.

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30" MIN.

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AutoCAD SHX Text %%u SINGLE PIPE SECTION

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AutoCAD SHX Text %%u THREE PIPE SECTION

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AutoCAD SHX Text %%u WATERLINE MARKER SECTION

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AutoCAD SHX Text %%u SEPTIC CROSSING SECTIONS

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File details come from the government source that posted it. Updated Aug 7, 2024.