Attachment 2 Drawings.pdf
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- Solicitation number
- 12441926R0002
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a comprehensive set of design plans and specifications for the Fort Simcoe Water System Renovations project at the Fort Simcoe Job Corps Civilian Conservation Center in White Swan, Washington (Yakima County). The project is sponsored by the USDA Forest Service, Pacific Northwest Region, in collaboration with the Yakama Nation.
The project involves the replacement of the existing potable water distribution system, comprising approximately 8,798 linear feet of new 6-inch PVC C-900 waterline as the base bid, with an optional additional 828 linear feet of 6-inch waterline on Fort Simcoe Drive. The work includes approximately 3.2 miles of new 6-inch water pipe, installation of new water service connections to approximately 18 buildings, replacement of water service lines, installation of fire hydrants and backflow prevention valves, water sampling stations, and improvements to three existing wells and one storage reservoir. The project also includes instrumentation and control system upgrades with new PLCs, electromagnetic flow meters, pressure indicators, and level sensors at each well and the storage reservoir. Key specifications require all construction to comply with current state, federal, and USDA Forest Service standards and industry best practices; adherence to OSHA and WISHA safety requirements; coordination with DIG ALERT for utility locating; and maintenance of redline as-built drawings. Contractor responsibilities include erosion control measures, traffic management for public road closures (scheduled seven days in advance), utility verification prior to excavation, and restoration of all disturbed areas. The estimated quantities include 7 fire hydrant assemblies, 37 gate valves with restrained joints, 9 backflow prevention valves, and 2 double check valve assemblies for irrigation, along with pavement and sidewalk restoration totaling approximately 2,430 square feet.
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JOB CORPS
NATIONAL OFFICE
FORT SIMCOE WATER
SYSTEM RENOVATIONS
FORT SIMCOE JOB CORPS
CIVILIAN CONSERVATION
CENTER
YAKAMA NATION
08/2025 20
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
TITLE SHEET
AKANA
D. VALLES
C1.0
AKG 09/2025
PROJECT ADDRESS
40 Abella Ln, White Swan, WA 98952
(NO SCALE)
PROJECT LOCATION
UNITED STATES DEPARTMENT OF AGRICULTURE
FOREST SERVICE
PACIFIC NORTHWEST REGION
YAKAMA NATION
FORT SIMCOE JOB
CORPS CENTER
YAKIMA COUNTY,
WASHINGTON
FORT SIMCOE WATER
SYSTEM RENOVATIONS
U.S. LOCATION MAP
PROJECT
LOCATION
DESIGN BY AKANA ENGINEERING, REVISIONS MADE BY USDA ENGINEERING
STAFF TO CLARIFY REQUIREMENTS BASED ON QUESTIONS RECEIVED FROM
PROSPECTIVE VENDORS AND ADDITIONAL LIMITED FIELD VERIFICATION OF
EXISTING CONDITIONS.
SOURCE: GOOGLE, 2025
INDEX OF SHEETS
NO. DESCRIPTION
C01 COVER SHEET
C02 GENERAL NOTES
C03 ESTIMATED QUANTITIES
C03.1 PIPE QUANTITY TAKEOFF
C04 EROSION CONTROL PLAN AND DETAILS
C05 EXISTING CONTOUR PLAN - NORTHEAST
C06 EXISTING CONTOUR PLAN - NORTHWEST
C07 EXISTING CONTOUR PLAN - SOUTHWEST
C08 EXISTING CONTOUR PLAN - SOUTHEAST
C09 WATER SITE PLAN - NORTHEAST
C10 WATER SITE PLAN - NORTHWEST
C11 WATER SITE PLAN - SOUTHWEST
C12 WATER SITE PLAN - SOUTHEAST
C13 FIRE HYDRANT AND BACKFLOW PREVENTION
VALVE SCHEDULE
C14 DETAILS
C15 DETAILS
C16 DETAILS
C17 DETAILS
E01 INSTRUMENTATION AND CONTROL PLAN
E01.1 INSTRUMENTATION DIAGRAM
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DATE
TRAFFIC CONTROL:
THE NEW WATER LINE CROSSES SEVERAL EXISTING ROADS. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN FOR
REVIEW/APPROVAL BY THE FOREST SERVICE. ALL WORK THAT WILL IMPACT VEHICULAR AND PEDESTRIAN TRAFFIC SHALL BE
COORDINATED WITH SITE PERSONNEL A MINIMUM OF 5 WORKING DAYS PRIOR TO COMMENCING WORK.
GENERAL NOTES:
1. ALL WATER SYSTEM CONSTRUCTION WILL BE IN COMPLIANCE WITH CURRENT STATE, FEDERAL, AND USDA FOREST SERVICE RULES, REGULATIONS, AND STANDARDS AND SHALL BE IN ACCORDANCE WITH INDUSTRY 'BEST PRACTICES'. WHERE CONTRADICTION OCCURS
BETWEEN THESE PLANS AND RULES, REGULATIONS, AND STANDARDS, NOTIFY THE USDA FOREST SERVICE CONTRACTING OFFICER (CO)
IMMEDIATELY.
2. ALL TRENCHING SHALL CONFORM TO FEDERAL OSHA AND WISHA SAFETY REQUIREMENTS INCLUDING COMPETENT PERSON SUPERVISION
AND CAVE-IN PROTECTION.
3. MAINTAIN ORANGE SAFETY FENCING AROUND OPEN EXCAVATIONS WHEN WORK IS NOT ACTIVELY IN PROGRESS AND DURING NON-WORK
HOURS.
4. 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 7 DAYS IN
ADVANCE.
5. CONTRACTOR SHALL CONTACT DIG ALERT (1-800-424-5555) AND SHALL GIVE ADEQUATE NOTICE TO THE RESIDENT FACILITIES MANAGER TO
ALLOW LOCATING AND MARKING. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO EXCAVATION.
6. A STORAGE AND LAYOUT AREA IS SHOWN ON THE PLANS FOR USE BY THE CONTRACTOR. COORDINATE WITH SITE USFS REPRESENTATIVES
PRIOR TO ARRIVING ON SITE.
7. 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 AND LOCATION OF EXISTING UTILITIES AND OTHER
UNDERGROUND OBSTRUCTIONS BEFORE CONSTRUCTING NEW WORK. POTHOLING IS INCIDENTAL TO PAYMENT AND MEASUREMENT OF THE
WORK PERFORMED. NOTIFY THE CO IF ANY SIGNIFICANT DISCREPANCIES ARE DISCOVERED.
8. WHEN A DETAIL IS IDENTIFIED AS "TYP", SHORT FOR "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.
9. PROTECT EXISTING WORK WHICH IS TO REMAIN IN PLACE, BE REUSED, OR REMAIN THE PROPERTY OF THE GOVERNMENT.
10. MINIMIZE CONSTRUCTION IMPACTS TO SOILS, WATER, PLANTS, ANIMALS, AND OTHER NATURAL RESOURCES DURING CONSTRUCTION.
CONFINE CONSTRUCTION OPERATIONS TO MINIMUM PRACTICAL AREA AS REQUIRED TO COMPLETE CONSTRUCTION AND/OR DEMOLITION
WITHIN EACH DEFINED WORK AREA.
11. CONTRACTOR SHALL UNCOVER ALL TIE-IN, PIPE CROSSINGS, AND POTENTIAL CONFLICT LOCATIONS BEFORE PIPE INSTALLATION.
12. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING REDLINE "AS-BUILT" DRAWINGS DURING CONSTRUCTION. THE REDLINE DRAWINGS
SHALL NOTE THE POSITION OF THE NEW UTILITY LINES WITH RESPECT TO EXISTING STRUCTURES; THE DEPTH OF THE LINES; LOCATIONS OF
ALL NEW APPURTENANCES; LOCATION OF ALL UTILITIES ENCOUNTERED DURING THE INSTALLATION OF THE NEW LINES; LOCATIONS OF
ABANDONED 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 DRAWINGS TO THE CO FOR APPROVAL BEFORE
PREPARING PROFESSIONAL CAD AS-BUILTS DRAWINGS.
13. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING WHATEVER MEASURES ARE NECESSARY FOR THE PROTECTION OF ALL EXISTING
FACILITIES, INCLUDING THOSE ASSOCIATED WITH TEMPORARY ACCESS OR STAGING ON ADJOINING PROPERTIES, DURING THE COURSE OF
THE CONSTRUCTION. ANY REPAIRS, REPLACEMENTS OR RESTORATION MEASURES MADE NECESSARY BY THE CONTRACTOR'S ACTIVITIES
WILL BE MADE AT THE CONTRACTOR'S EXPENSE.
14. THE CONTRACTOR SHALL VERIFY ALL ON-SITE MEASUREMENTS OF EXISTING STRUCTURES PRIOR TO SUBMISSION OF SHOP DRAWINGS, COMMENCING WITH ANY STRUCTURAL FABRICATION, AND COMMENCEMENT OF ON-SITE WORK. CONTRACTOR TO NOTIFY CO IMMEDIATELY
OF ANY DISCREPANCIES FOUND THAT MAY AFFECT THE INTENDED WORK.
15. THE SAFETY OF ALL ON-SITE WORKERS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFORM TO ALL LAWS AND CODES
REGARDING CONSTRUCTION SAFETY. THE CONTRACTOR SHALL COMPLY WITH ALL SAFETY REQUIREMENTS FOR WORKING WITH ASBESTOS
PIPE INCLUDING OFFSITE DISPOSAL.
16. THE CONTRACTOR SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH THE EXISTING SOIL CONDITIONS AT THE SITE BY PERSONAL
EXAMINATION OF THE SITE PRIOR TO COMMENCEMENT OF WORK.
17. A WASTE SITE FOR EXCESS AND UNSUITABLE MATERIAL WILL BE LOCATED BY THE CO WITHIN APPROXIMATELY 1 MILE OF THE PROJECT
SITE.
DESIGN NOTES:
SPECIFICATIONS
CONSTRUCTION: MATERIALS AND CONSTRUCTION OF THE PROJECT SHALL BE IN ACCORDANCE WITH THE PROJECT CSI
SPECIFICATIONS WITH APPLICABLE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS).
PROJECT DESCRIPTION:
THIS PROJECT INCLUDES THE REPLACEMENT OF THE EXISTING POTABLE WATER DISTRIBUTION SYSTEM (PRIMARILY 4-INCH
ASBESTOS CEMENT PIPE,FITTINGS, AND APPURTENANCES) FROM THE EXISTING WELLS (NO. 1, 2, AND 3) TO THE STORAGE
TANK AND THROUGHOUT THE SITE. THERE WILL BE APPROXIMATELY 9,256 LF OF NEW 6 INCH WATER PIPE (BASE +
OPTIONAL). NEW WATER PIPE LOCATION IS SHOWN RUNNING PARALLEL TO THE EXISTING WATER DISTRIBUTION SYSTEM ON
THE DRAWINGS FOR CLARITY. ONE NEW FIRE HYDRANT AND 6 FIRE HYDRANT REPLACEMENTS WILL BE INSTALLED. 9 NEW
BACKFLOW PREVENTION VALVES AND 2 NEW 4-INCH DOUBLE CHECK VALVE ASSEMBLY WILL BE INSTALLED WHERE THE
POTABLE WATER SYSTEM CONNECTS TO THE EXISTING IRRIGATION SYSTEM. INSTRUMENTATION UPGRADES WILL BE MADE
AT THE EXISTING WELLS AND STORAGE TANKS.
CONTRACTOR SHALL DETERMINE WHETHER INSTALLATION WILL BE BY OPEN TRENCH OR OTHER METHOD - SUBJECT TO
FINAL APPROVAL BY THE CONTRACTING OFFICER - CONTRACTOR SHALL INCLUDE INTENDED METHOD IN THEIR TECHNICAL
APPROVAL WITH BID PRICING.
THE DRAWINGS ARE ORGANIZED BY WORK AREA; THERE ARE FOUR DISTINCT WORK AREAS.
S
FIRE HYDRANT
SEWER MANHOLE
DECIDUOUS TREE/SHRUB
METAL SIGN, AS NOTED
4X6 INCH DECORATIVE BOLLARD,
FENCE GATE POST
UTILITY POLE W/ LIGHT
UTILITY POLE
GUY ANCHOR
CONIFER TREE
BARB WIRE FENCE
WATER VALVE
GP
WOOD SIGN, AS NOTED
GPS SURVEY CONTROL POINT
UNDERGROUND TELEPHONE
OVERHEAD POWER
EDGE OF GRAVEL
UNDERGROUND SANITARY
UNDERGROUND WATER
SEWER CLEANOUT
WATER VAULT
HOSE BIB
WATER METER
DECORATIVE SIDEWALK LIGHT
TELEPHONE RISE
TELEPHONE VAULT
PROPANE TANK
WHEELCHAIR RAMPWCR
UNDERGROUND POWER
WITH OVERHEAD TELEPHONEW/OT
FINISHED FLOOR ELEVATIONFF
VEGETATION LIMITS
EXCEPT AS NOTED
PROPOSED WATER LINE
HB
SSCO
PROPOSED WATER VALVE
PROPOSED FIRE HYDRANT
PROPOSED BACKWATER FLOW
PREVENTOR
ABANDONED LINE
EXISTING 1' CONTOUR
EXISTING 5' CONTOUR
PROPOSED OPTIONAL WATER LINE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
GENERAL NOTES
AKANA
D. VALLES, PE
C02
A. GARRISON ,PE 08/2025
JOB CORPS
NATIONAL OFFICE
FORT SIMCOE WATER
SYSTEM
IMPROVEMENTS
FORT SIMCOE JOB CORPS
CIVILIAN CONSERVATION
CENTER
YAKAMA NATION
08/2025 20
TEMPORARY WATER SERVICE:
1. WATER SERVICE SHALL BE MAINTAINED TO THE DORMITORIES AND DINING HALL ALL TIMES WITH THE EXCEPTION OF
SHORT DURATION OUTAGES SCHEDULED IN ADVANCE WITH THE CO AND CENTER STAFF, THE MAXIMUM OUTAGE TO
THESE BUILDINGS IS 12 HOURS.
2. OUTAGES FOR OTHER BUILDINGS SHALL NOT EXCEED 72 HOURS AND SHALL BE COORDINATED IN ADVANCE WITH
THE CO AND CENTER STAFF, NOTE THAT THE CO MAY AUTHORIZE OUTAGES BEYOND THIS LIMIT ON A CASE BY CASE
BASIS.
3. IF THE CONTRACTORS ACTIVITIES WILL EXCEED THE 12 & 72 HOUR RESTRICTIONS ON OUTAGES THEY SHALL BE
RESPONSIBLE FOR THE PROVISION OF AN ALTERNATIVE TEMPORARY POTABLE WATER SOURCE/SERVICE IN
ACCORDANCE WITH STATE OF WASHINGTON AND EPA REQUIREMENTS. TEMPORARY WATER SERVICE PLAN SHALL
BE SUBMITTED FOR APPROVAL PRIOR TO THE OUTAGE PERIOD START.
COORDINATION WITH EXISTING SITE OBSTRUCTION AND SITE RESTORATION:
1. NOT ALL MINOR STRUCTURES SUCH AS SHEDS, FENCES, SIDEWALKS, RETAINING WALLS ARE SHOWN ON THE BASE
DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH SITE OBSTRUCTIONS AND FINAL
LAYOUT OF WORK. THIS MAY INCLUDE OFFSETTING PIPE AROUND OBSTRUCTION OR SELECTIVE DEMOLITION OF
SIDEWALKS, FENCES, AND SIMILAR FEATURES FOR PIPE INSTALLATIONS, WHEN SELECTIVE DEMOLITION OCCURS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECONSTRUCTION TO MATCH THE ORIGINAL CONSTRUCTION.
2. THE CONTRACTORS IS RESPONSIBLE FOR RESTORATION OF AREAS DISTURBED BY CONSTRUCTION ACTIVITIES TO
INCLUDE PAVEMENTS, GRAVEL SURFACES, LAWN/TURF. RESTORATION INCLUDES REPAIR RUTS,
CRACKED/CRUSHED PAVEMENT, SUBSIDENCE DUE TO IMPROPER BACKFILL/COMPACTION,, AND REPLACEMENT OF
SURFACES SUCH AS THOSE MENTIONED IN PREVIOUS SENTENCE.
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SUMMARY OF ESTIMATED QUANTITIES
ITEM NO. ITEM DESCRIPTION PAY UNIT
ESTIMATED
QUANTITY
REMARKS
1 Mobilization
Lump Sum
All
2 Erosion Controls
Lump Sum
All
Utility Locates Lump Sum
All
Construction Signage Lump Sum
All
5 Construct 6" PVC C-900 Waterline
Lump Sum 8,798 Lin. Ft.
Includes trench excavation, pipe, backfill, fittings, thrust blocks, disinfection and testing, and other miscellaneous work associated with installation and interconnection of new water main with existing and new lines.
Not Used Not Used Not Used
Water Service Replacement - Building (All Sizes)
Each 18
Includes verification of existing location, connection to water main, indicated pipe sizes, corporation stops & boxes, connection to existing building service entrance, and when indicated curb valves & boxes. 2 duplexes, Nation Hall, Student Services, Student Health, Education, Gym, Maintenance, Brick Trade, WPO, Dental Storage, Auto, Fuel
Bldg, Heavy Equipment, Trucking, Warehouse, Admin, Carpentry
8 Pavement Restoration
Lump Sum
2450 SF
Quantity is based upon open excavation pipe installation.
Sidewalk Replacement Lump Sum
80 SF
Quantity is based upon open excavation pipe installation.
Fire Hydrant Assembly
Each 7
Includes connection to main, pipe, joints, gate valve, valve box, hydrant.
11 6" Gate Valve With Restrained Joints Each 37
Valves for hydrants are included in fire hydrant assembly item.
Backflow Prevention Valve for Irrigation - up to 3-inch
Each 9
Includes all pipe, elbows, restraints and appurtenances
Double Check Valve Assembly for Irrigation - 4-inch
Each 2
(Includes all pipe, elbows, restraints and appurtenances)
Asbestos Cement Pipe Removal and Disposal Lump Sum
All
Instrumentation Upgrades Lump Sum
All
Water Sampling Stations
Each 2
Includes connection to main, curb valve & box,indicated fittings, riser, vent, housing, and tap.
Well 1 Upgrades Lump Sum
All
Well 2 Upgrades Lump Sum
All
Well 3 Upgrades Lump Sum
All
Reservoir Improvements Lump Sum
All
Fill Station Improvements Lump Sum
All
Includes replacement of valves and valve boxes, connection of existing, fire fill to new water main, and installation of discharge screen.
22 Not Used Not Used Not Used
23 8" Gate Valve With Restrained Joints Each 4
24 TERO Fee
Lump Sum
3 %
BID OPTION A - COMPLETE WATERLINE LOOP ON FORT SIMCOE DRIVE
ITEM NO. ITEM DESCRIPTION PAY UNIT
ESTIMATED
QUANTITY
REMARKS
A1
Construct 6" PVC C-900 Waterline (Includes trench excavation, backfill, fittings, thrust blocks, disinfection and testing)
Lump Sum
828 LINEAR FT.
A2 6" Gate Valve with Restrained Joints Each 1
A3 Pavement Restoration
Lump Sum
81 SF
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
ESTIMATED QUANTITIES
AKANA
D. VALLES, PE
C03
A. GARRISON ,PE 08/2025
JOB CORPS
NATIONAL OFFICE
FORT SIMCOE WATER
SYSTEM
IMPROVEMENTS
FORT SIMCOE JOB CORPS
CIVILIAN CONSERVATION
CENTER
YAKAMA NATION
08/2025 18
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UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
PIPE QUANTITY
TAKEOFF
A.G.
D. VALLES, PE
C03.1
A. GARRISON ,PE 08/2025
JOB CORPS
NATIONAL OFFICE
FORT SIMCOE WATER
SYSTEM
IMPROVEMENTS
FORT SIMCOE JOB CORPS
CIVILIAN CONSERVATION
CENTER
YAKAMA NATION
08/2025 20
NEW WATERLINE SCHEMATIC
NO SCALE, EXISTING PIPES/BUILDINGS NOT
SHOWN
NEW 6" WATERLINE (BASE BID), 8,798 LF
HYDRANT, IRRIGATION, AND BUILDING SERVICE CONNECTIONS,
2,020 LF (BUILDING SERVICES), 453 LF (IRRIGATION CONNECTIONS) VARIOUS
SIZES, SEE OTHER SHEETS FOR INDICATED SIZES OR WHERE VERIFICATION IS REQUIRED.
NEW 6" WATERLINE (OPTIONAL BID), 828 LF
GENERAL NOTES
1. DIMENSIONS ARE APPROXIMATE AND TO BE USED FOR CONTRACTOR SCOPING, MINOR DEVIATIONS
TO FOLLOW EXISTING WATER LINE ROUTE, OBSTRUCTION (OTHER UTILITY, SMALL
STRUCTURES/LANDSCAPING, OR OTHER SITE FEATURES) AVOIDANCE, AND OTHER WORK
REQUIRED FOR PROJECT COORDINATION WILL AFFECT FINAL LENGTH OF PIPE REQUIRED.
2. SHORT LINE SEGMENTS NOT SPECIFICALLY DIMENSIONED ARE INCLUDED IN ASSOCIATED LARGER
LINE SEGMENT LENGTH.
3. WATER LINE LOCATED OUTSIDE OF THE DEVELOPED CAMPUS AREA (BETWEEN RESERVOIR AND
WELLS/BUILDINGS, AND ALONG) SHALL FOLLOW EXISTING WATER LINE ROUTE (MINOR OFFSET
ALLOWED) - CONTRACTOR TO VERIFY/LOCATE; AND DISPOSE OF ACM PIPE DISTURBED BY WORK.
4. BUILDING, IRRIGATION, AND TIE IN'S TO EXISTING WATER LINES SHALL BE FIELD VERIFIED AND
ADJUSTED TO ACTUAL CONDITIONS.
1061 LF
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48 LF
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34 LF
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29 LF
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70 LF
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32 LF
22 LF
23 LF
40 LF
148 LF
43 LF
26 LF
105 LF
21 LF
232 LF
17 LF
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14 LF
10 LF
233 LF
( IN FEET )
GRAPHIC SCALE
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( IN FEET )
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( IN FEET )
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WELL 1
WELL 2
WELL 3
RESERVOIR
(TANKS)
EXISTING 8"
95 LF
37 LF
160 LF
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AutoCAD SHX Text 9/15/25 16:28 AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C13 - FIRE HYDRANT AND BACKFLOW PREVENTION VALVE SCHEDULE.DWG; 16:28 AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C13 - FIRE HYDRANT AND BACKFLOW PREVENTION VALVE SCHEDULE.DWG;16:28 AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C13 - FIRE HYDRANT AND BACKFLOW PREVENTION VALVE SCHEDULE.DWG; AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C13 - FIRE HYDRANT AND BACKFLOW PREVENTION VALVE SCHEDULE.DWG;AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C13 - FIRE HYDRANT AND BACKFLOW PREVENTION VALVE SCHEDULE.DWG; C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C13 - FIRE HYDRANT AND BACKFLOW PREVENTION VALVE SCHEDULE.DWG;C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C13 - FIRE HYDRANT AND BACKFLOW PREVENTION VALVE SCHEDULE.DWG;;
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EROSION CONTROL PLAN
( IN FEET )
GRAPHIC SCALE
150150 300
STABILIZED CONSTRUCTION ENTRANCE
RADIUS =
25' MIN.
SUBGRADE REINFORCEMENT
GEOTEXTILE, AS REQUIRED
QUARRY SPALLS
4" TO 8"
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12" MIN.
DEPTH
N.T.S.
LEGEND:
STRAW WATTLES
CONSTRUCTION NOTES:
STABILIZED CONSTRUCTION ENTRANCE, SEE DETAIL THIS SHEET
STRAW WATTLES PLACED ALONG THE DOWNSTREAM SIDE OF THE
TRENCH OR SOIL STOCKPILE, SEE DETAIL THIS SHEET
CONTRACTOR
STAGING
AREA (10,000
Square Foot)
STRAW WATTLE
N.T.S.
TO BE USED AS THE CONSTRUCTION
ACCESS FOR PROJECT
CONTRACTOR
STAGING
AREA (5,000
Square Foot)
EXISTING WELL HOUSE
AND WELL NO.1
EXISTING WELL HOUSE
AND WELL NO.2 EXISTING BUILDING WITH
ELECTRICAL CONTROLS
EXISTING WELL HOUSE
AND WELL NO.3
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
EROSION CONTROL
AKANA
D. VALLES, PE
C04
A. GARRISON ,PE 08/2025
JOB CORPS
NATIONAL OFFICE
FORT SIMCOE WATER
SYSTEM
IMPROVEMENTS
FORT SIMCOE JOB CORPS
CIVILIAN CONSERVATION
CENTER
YAKAMA NATION
08/2025 18
EROSION CONTROL NOTES:
CONTRACTOR SHALL MONITOR AND MAINTAINE EROSION CONTROL
MEASURES AND EXTEND, MODIFY, AND REPAIR EROSION CONTROL
MEASURES AS REQUIRED TO PROVIDE EFFECTIVE CONTROL OF
EROSION AND SEDIMENTATION.
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AutoCAD SHX Text 10/31/25 11:01 AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C04 - EROSION CONTROL.DWG; 11:01 AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C04 - EROSION CONTROL.DWG;11:01 AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C04 - EROSION CONTROL.DWG; AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C04 - EROSION CONTROL.DWG;AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C04 - EROSION CONTROL.DWG; C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C04 - EROSION CONTROL.DWG;C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C04 - EROSION CONTROL.DWG;;
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FORT SIMCOE ROAD
UNDER CONSTRUCTION MAY 2009
SEE NOTE 7
D
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FORT SIMCOE ROAD
UNDER CONSTRUCTION MAY 2009
SEE NOTE 7
FORT SIMCOE ROAD
UNDER CONSTRUCTION MAY 2009
SEE NOTE 7
ELECTRIC
METER
FORT SIMCOE ROAD
UNDER CONSTRUCTION MAY 2009
SEE NOTE 7
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STUDENT
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STUDENT
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EXISTING CONTOUR PLAN - NORTHEAST
( IN FEET )
GRAPHIC SCALE
6060 120
SITE PLAN KEY
( IN FEET )
GRAPHIC SCALE
500500 1000
M A
T C
H L
I N
E
S
MATCHLINE, SEE C08
NEW 6" WATERLINE. SEE
SHEETS C09 THROUGH C12.
EXISTING WELL
HOUSE AND
WELL NO. 3
NEW 6" OPTIONAL WATER LINE
EXTENT OF OPTIONAL 6"
WATER LINE
NOTE: SHEETS C05 THROUGH C08 ARE INTENDED TO SHOW THE OVERALL
SITE AND NEW WATER LINES WITH EXISTING CONTOURS FOR BACKGROUND
INFORMATION PURPOSES. PLEASE SEE SHEETS C09 THROUGH C12 FOR
CONSTRUCTION NOTES REGARDING WATER WORK FOR THIS PROJECT.
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
EXISTING CONTOUR
PLAN - NORTHEAST
AKANA
D. VALLES, PE
C05
A. GARRISON ,PE 08/2025
JOB CORPS
NATIONAL OFFICE
FORT SIMCOE WATER
SYSTEM
IMPROVEMENTS
FORT SIMCOE JOB CORPS
CIVILIAN CONSERVATION
CENTER
YAKAMA NATION
08/2025 20
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AutoCAD SHX Text 8/28/25 15:58 AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C05-C08 - EXISTING CONTOUR PLANS.DWG; 15:58 AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C05-C08 - EXISTING CONTOUR PLANS.DWG;15:58 AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C05-C08 - EXISTING CONTOUR PLANS.DWG; AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C05-C08 - EXISTING CONTOUR PLANS.DWG;AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C05-C08 - EXISTING CONTOUR PLANS.DWG; C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C05-C08 - EXISTING CONTOUR PLANS.DWG;C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C05-C08 - EXISTING CONTOUR PLANS.DWG;;
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SEE NOTE 7
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FORT SIMCOE ROAD
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SEE NOTE 7
FORT SIMCOE ROAD
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WSI 106
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16 MAIL BOXES ON
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LOCATION SHOWN FROM
FEBRUARY 2009 ASBUILTS
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& 102 BED CO-ED DORMITORIES, FORT
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EXISTING CONTOUR PLAN - NORTHWEST
( IN FEET )
GRAPHIC SCALE
6060 120
SITE PLAN KEY
( IN FEET )
GRAPHIC SCALE
500500 1000
M A
T C
H L
I N
E
S
MATCHLINE, SEE C07
NEW 6" WATERLINE. SEE
SHEETS C09 THROUGH C12.
EXISTING WELL HOUSE AND
WELL NO. 1
NOTE: SHEETS C05 THROUGH C08 ARE INTENDED TO SHOW THE OVERALL
SITE AND NEW WATER LINES WITH EXISTING CONTOURS FOR BACKGROUND
INFORMATION PURPOSES. PLEASE SEE SHEETS C09 THROUGH C12 FOR
CONSTRUCTION NOTES REGARDING WATER WORK FOR THIS PROJECT.
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
EXISTING CONTOUR
PLAN - NORTHWEST
AKANA
D. VALLES, PE
C06
A. GARRISON ,PE 08/2025
JOB CORPS
NATIONAL OFFICE
FORT SIMCOE WATER
SYSTEM
IMPROVEMENTS
FORT SIMCOE JOB CORPS
CIVILIAN CONSERVATION
CENTER
YAKAMA NATION
08/2025 20
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AutoCAD SHX Text 8/28/25 15:58 AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C05-C08 - EXISTING CONTOUR PLANS.DWG; 15:58 AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C05-C08 - EXISTING CONTOUR PLANS.DWG;15:58 AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C05-C08 - EXISTING CONTOUR PLANS.DWG; AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C05-C08 - EXISTING CONTOUR PLANS.DWG;AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C05-C08 - EXISTING CONTOUR PLANS.DWG; C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C05-C08 - EXISTING CONTOUR PLANS.DWG;C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C05-C08 - EXISTING CONTOUR PLANS.DWG;;
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W
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R
W
C
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W
C
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W
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W
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W
CR
FORT SIMCOE ROAD
UNDER CONSTRUCTION MAY 2009
SEE NOTE 7
D
R
IV
E
C
U
T
C
O
N
C
R
E
T
E
SCATTERED
CONCRETE SLABS
FOR PICNIC TABLES
CONCRETE
PAD
DECORATIVE
BOULDERS
C
O
N
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R
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T
E
CONCRETE
ASPHALT
C
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C
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P
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D
ASPHALT ROADFORT SIM
COE ROAD
BLA
NE L
ANE
JO
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C
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LA
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N
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CONCRETE
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C
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ASPH
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CONCRETE
PATIO
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CONCRETE
PATIO
HVAC WITH
CYCLONE
ENCLOSURE
CONCRETE
PAD WITH POWER
TRANSFORMER
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PAD
"STOP"
"STOP"
"35 MPH"
"STOP"
"STOP"
"STOP"
"1
5 M
PH
TBM W-2
ELEVATION:
1515.64
CONCRETE
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FORT SIMCOE ROAD
UNDER CONSTRUCTION MAY 2009
SEE NOTE 7
FORT SIMCOE ROAD
UNDER CONSTRUCTION MAY 2009
SEE NOTE 7
L
O
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D
IN
G
A
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A
A S P H
A L T
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CONCRETE
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WSI 106
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16 MAIL BOXES ON
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FLAG
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METER
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PATIO PAD
SEE N
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C
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ASPH
ALT
FORT SIMCOE ROAD
UNDER CONSTRUCTION MAY 2009
SEE NOTE 7
G
A
T
E
GATE
PROPOSED IR
RIGATION
LINE TO BE IN
STALLED IN
THE FIELD AREA
GRAVEL
PARKING
"STOP"
GRAVEL
PARKING
W
CR
W
C
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BLOW-OFF
VALVE
S E E N
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U
N
K
N
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W
N
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IL
IT
Y
C
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T
EXTENSIVE CONSTRUCTION, "136 BED MALE
& 102 BED CO-ED DORMITORIES, FORT
SIMCOE CIVILIAN CONSERVATION CENTER"
AREA NOT A PART OF THIS SURVEY
LOCATION SHOWN FROM
FEBRUARY 2009 ASBUILTS
EXTENSIVE CONSTRUCTION, "136 BED MALE
& 102 BED CO-ED DORMITORIES, FORT
SIMCOE CIVILIAN CONSERVATION CENTER"
AREA NOT A PART OF THIS SURVEY
LOCATION SHOWN FROM
FEBRUARY 2009 ASBUILTS
S
E
E
N
O
T
E
S
E
E
N
O
T
E
CONCRETE
BOLLARDS
D R I V E C
U T
DRIVE CUT
CONCRETE
WELL NO. 1
STORAGE TANKS
WELL NO. 2
PRV
WELL NO. 3
HEAVY EQUIPMENT
OPERATOR / HEAVY
EQUIPMENT REPAIR
BUILDING
TRUCKING
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ADMIN
OFFICE
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DENTAL
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BRICK TRADE
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MAINTENANCE
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BUILDING
GYM
BUILDING
STUDENT
SERVICES
CENTER
STUDENT
HEALTH
SERVICES
NATION
HALL
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BUILDING
BUILDING
BUILDING
BUILDING
DORM
DORM
FOOD SERVICE
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EDUCATION
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FENCE
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STORAGE
OIL SHED
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BASEBALL FIELD
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EXISTING CONTOUR PLAN - SOUTHWEST
( IN FEET )
GRAPHIC SCALE
5050 100
SITE PLAN KEY
( IN FEET )
GRAPHIC SCALE
500500 1000
M A
T C
H L
I N
E
S
MATCHLINE, SEE C06
EXISTING
STORAGE
RESERVOIR
NEW 6" WATERLINE. SEE
SHEETS C09 THROUGH C12.
EXISTING WELL HOUSE AND WELL NO. 2
NOTE: SHEETS C05 THROUGH C08 ARE INTENDED TO SHOW THE OVERALL
SITE AND NEW WATER LINES WITH EXISTING CONTOURS FOR BACKGROUND
INFORMATION PURPOSES. PLEASE SEE SHEETS C09 THROUGH C12 FOR
CONSTRUCTION NOTES REGARDING WATER WORK FOR THIS PROJECT.
EXISTING BUILDING WITH ELECTRICAL
CONTROLS
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
DATENO. REVISION / ISSUE
EXISTING CONTOUR
PLAN - SOUTHWEST
AKANA
D. VALLES, PE
C07
A. GARRISON ,PE 08/2025
JOB CORPS
NATIONAL OFFICE
FORT SIMCOE WATER
SYSTEM
IMPROVEMENTS
FORT SIMCOE JOB CORPS
CIVILIAN CONSERVATION
CENTER
YAKAMA NATION
08/2025 20
AutoCAD SHX Text
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AutoCAD SHX Text
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MAGNETIC
AutoCAD SHX Text 8/28/25 15:58 AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C05-C08 - EXISTING CONTOUR PLANS.DWG; 15:58 AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C05-C08 - EXISTING CONTOUR PLANS.DWG;15:58 AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C05-C08 - EXISTING CONTOUR PLANS.DWG; AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C05-C08 - EXISTING CONTOUR PLANS.DWG;AGARRISON C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C05-C08 - EXISTING CONTOUR PLANS.DWG; C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C05-C08 - EXISTING CONTOUR PLANS.DWG;C:\USERS\AGARRISON\BOX\JCENG_PROJECTS\FORTSIMCOE\02_SITE\_WATERSYSTEM\2024WATERSYSTEMIMP\DWGS\C05-C08 - EXISTING CONTOUR PLANS.DWG;;
AutoCAD SHX Text
SHEET
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STAMPS, LOGOS, AND SEALS
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PROJECT NAME
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DRAWING TITLE
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PAD
GYM
BUILDING
STUDENT
SERVICES
CENTER
SERVICES
NATION
HALL
TRACK
COMBINATION SOCCER /
BASEBALL FIELD
PIV
W
W
W
W
W
W
W
W
W
GP
GP
GP
GP
S
HB
SSCO
S
GP
GP
S
S
S
S
EM
S
S
S
FP
FORT SIMCOE ROAD
BLA
NE L
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JO
B
C
O
R
P
LA
N
E
V
O
C
A
T
IO
N
A
L
L
A
N
E
J
N
E
BLANE LANE
JO
B CO
RP LANE
J
O
B
C
O
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P
L
A
N
E
ELECTRIC
METER
G
A
T
E
GATE
BLOW-OFF
VALVE
PRV
HEAVY EQUIPMENT
OPERATOR / HEAVY
EQUIPMENT REPAIR
BUILDING
TRUCKING
WAREHOUSE
ADMIN
OFFICE
FUEL
STATION
CARPENTRY
BUILDING
DENTAL
STORAGE
WPO
BUILDING
BRICK TRADE
BUILDING
MAINTENANCE
BUILDING
BUILDING
GYM
BUILDING
STUDENT
SERVICES
CENTER
STUDENT
HEALTH
SERVICES
NATION
HALL
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
DORM
DORM
FOOD SERVICE
BUILDING
EDUCATION
BUILDING
SHED
FENCE
FUEL
TANKS
STORAGE
OIL SHED
TRACK
COMBINATION SOCCER /
BASEBALL FIELD
HB
HB
BUILDING
AUTO
BUILDING
SSCO
S
S
HB
HB
HB
HB
PIV
8''W
8''W
8''W
8''W
8''W
8''W
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8''W
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EXISTING CONTOUR PLAN - SOUTHEAST
( IN FEET )
GRAPHIC SCALE
5050 100
SITE PLAN KEY
( IN FEET )
GRAPHIC SCALE
500500 1000
M A
T C
H L
I N
E
S
MATCHLINE, SEE C05
IRRIGATION
CONNECTIONS,
TYP.
PRESSURE
INDICATOR VALVE
EXISTING ATHLETIC TRACK
EXISTING BASEBALL FIELD
AND OPEN ATHLETIC FIELD
NEW 6" WATERLINE. SEE
SH…
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