Attachment 5 Drawings Maps.pdf
PDF 21 MB Posted
- Attached to
- GAOA FY25 McCall Area Housing Barracks Replacement Federal contract opportunity
- Solicitation number
- 1240LT25R0011
- Issued by
- Department of Agriculture Forest Service
About this file
These are architectural and engineering drawings for the GAOA McCall Area Housing Barracks Replacement project for the USDA Forest Service, located in McCall, Idaho, at the Payette National Forest. The comprehensive set of 44 detailed drawings covers multiple aspects of the project, including:
The project involves demolishing two existing bunkhouses and constructing four new prefabricated barracks, a new laundry building, and a trailer pad. Base Bid A includes installing new site utilities, constructing a laundry building with specific architectural and mechanical specifications, creating a trailer pad, and demolishing existing structures. Base Bid B offers a sequenced approach to building replacement. Optional work includes connecting to city water and installing an additional accessible prefabricated barracks. The drawings provide extensive technical details on electrical systems, plumbing, structural elements, foundation plans, site layouts, and specific building specifications, with a focus on accessibility and modern infrastructure replacement for the Forest Service housing area.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 27 August 25 Questions and Answers.pdf | ||
| 25 August Questions and Answers.pdf | ||
| Attachment 2 Updated Schedule of Items(updated8.22.2025).xlsx | XLSX spreadsheet | |
| Attach 6 2236200 Packaged Compressor and Condenser Units.DOC | DOC document | |
| 1240LT25R0011 McCalls Barracks Amendment 1.pdf | ||
| Pre-BidSignInSheet-McCallAreaHousingBarracksReplace(2025.7.30).pdf | ||
| 10 August 2025 GAOA McCall Area Barracks Replacement Questions and Answers.pdf | ||
| 1240LT25R0011 Solicitation.pdf | ||
| Attachment 1-SOW.pdf | ||
| Attachment 2 Schedule of Items.xlsx | XLSX spreadsheet | |
| 1240LT25R0011 Solicitation.pdf | ||
| Attachment 3 Specifications.pdf | ||
| Attachment 4 Wage Determination.pdf |
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Text version
acting for
Solicitation
1240LT25R0011
A. This project includes installation of new site utilities, demolition of (2) existing bunkhouses, installation of (4) new prefabricated barracks, construction of a new laundry building and a new trailer pad at the McCall Area Housing site on the Payette National Forest.
B. Base Bid A: The work includes:
1. Constructing construction access, buried HDPE waterlines from water meter pit and property line (potable and fireline), fireline auto-flushing system installation (government-furnished), sanitary sewer lines, communication lines and electrical lines, and new electrical switchgear.
2. Construct laundry building.
a. Constructing concrete footings, foundation and slab, wood framing, sheathing, trusses, weather barriers, fiber-cement siding and soffit, sheet metal roofing and trim, insulation, sealants, insulated hollow metal door and hardware, fiberglass framed windows, ceramic tile, FRP, gypsum board, painting, appliances, plumbing, fixtures, water heater, heater, wiring, lights, grounding, and power.
b. Installation of new electrical feeder from switchgear to building.
3. Construct trailer pad.
a. Demolition of the existing wash house facility as shown on the plans after laundry building is operational.
b. Reworking of water, sewer, & power for RV connections as shown on plans.
c. Importing backfill materials to fill void from building removal, including compacting and finish grading to construct trailer pad.
4. Demolish (2) Existing Bunkhouses.
a. Demolition and removal of building including concrete foundation and some furnishings, disconnection and capping/removal of utilities (water, sewer, electrical, telecom), and importing backfill materials to fill void from building removal, including compacting and finish grading.
5. Install (3) Pre-fabricated Barracks.
a. Construction and installation of a prefabricated barracks building as shown in the drawings and specifications on a concrete foundation and including utility connections (water, sewer, electrical, telecom).
C. Base Bid B: The work includes:
1. All work as mentioned in Base Bid A above with the following change:
a. Work on barracks to be done in sequence as follows to minimize the number of buildings that are uninhabited:
1) Demolish (1) existing Bunkhouse and install (2) pre-fabricated Barracks
2) Demolish (1) existing Bunkhouse and install (1) pre-fabricated Barracks
D. Optional work that may be awarded includes:
1. Tying into City Water
a. Abandoning existing potable water tap at City Water Main
b. Tapping into City Water Main for 1-1/2” potable HDPE w/ water meter pit (government-furnished) and
1-1/2” curb valve at the property line.
c. Tapping into City Water Main for 4” fireline HDPE w/ valve and fireline stubbed to property line.
2. Install (1) Accessible Pre-fabricated Barracks.
a. Construction and installation of an accessible prefabricated barracks building as shown in the drawings and specifications on a concrete foundation including utility connections (water, sewer, electrical, telecom) and accessible access.
E. Quantities associated with these options are identified in the Schedule of Items.
PROJECT DESCRIPTION
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
GAOA McCALL
AREA HOUSING
BARRACKS
REPLACEMENT
PAYETTE NATIONAL
FOREST
McCALL AREA HOUSING
PROJECT DESCRIPTION
& SCHEDULE OF ITEMS
02/05/2025
W.DAY
W.DAY
S.THOMPSON
G2 02 44
SCHEDULE OF ITEMS
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
GAOA McCALL
AREA HOUSING
BARRACKS
REPLACEMENT
PAYETTE NATIONAL
FOREST
McCALL AREA HOUSING
GENERAL SITE NOTES &
LEGEND
02/28/2024
R.ANDERSON
R.ANDERSON
S.BINGHAM
C-00 03 44
GENERAL NOTES:
1. PLEASE NOTE:THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK REGARDLESS OF
THE LOCATION OF THE INFORMATION IN THE DOCUMENTS. THE GENERAL CONTRACTOR SHALL
UTILIZE THE CONSTRUCTION DRAWINGS AND WRITTEN SPECIFICATIONS FOR ALL REQUIRED
INFORMATION TO PROVIDE COMPLETE CONSTRUCTION OF THIS PROJECT. ITEMS LISTED IN
DRAWINGS MAY NOT BE INCLUDED IN SPECIFICATIONS. ITEMS LISTED IN SPECIFICATIONS MAY
NOT BE INCLUDED IN DRAWINGS.
2. THE CONTRACTOR SHALL REPORT TO THE CONTRACTING OFFICER ALL CONDITIONS REQUIRING
COORDINATION OR CHANGES WITH THE CONTRACT DOCUMENTS. COORDINATION AND
APPROVAL SHALL TAKE PLACE BEFORE THE WORK BEGINS.
3. UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS AS BEING NOT IN
CONTRACT (N.I.C.), EXISTING, OR BY OTHERS, ALL ITEMS, MATERIALS AND INSTALLATION OF SAME
ARE PART OF THE CONTRACT AS DEFINED BY THE CONSTRUCTION DOCUMENTS. THE
CONTRACTOR SHALL PROVIDE AND INSTALL ALL ACCESSORIES, COMPONENTS AND ASSEMBLIES
REQUIRED FOR THE WORK DEPICTED OR SPECIFIED.
4. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED. THE
CONTRACTOR IS TO CLARIFY WITH THE CONTRACTING OFFICER ANY SUCH DISCREPANCIES
PRIOR TO COMMENCING WORK.
5. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS: DO NOT SCALE DRAWINGS TO DETERMINE
ANY LOCATIONS. THE CONTRACTING OFFICER SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR
TO CONTINUING WITH WORK.
6. ALL PLAN DIMENSIONS ARE FROM GRIDLINE OR FACE OF STUD UNLESS OTHERWISE INDICATED.
SEE NOTE ON "DIMENSIONING" THIS SHEET.
7. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE
DRAWINGS.
8. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD DETAILS OR
APPROVED SHOP DRAWINGS AND PRODUCT DATA SHEETS IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS.
9. AN EXTENSIVE EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING UTILITY LINES FROM
RECORDS AND EVIDENCE IN THE FIELD, HOWEVER, THE COMPLETENESS OR ACCURACY OF THE
LOCATIONS SHOWN CANNOT BE GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR
ESTABLISHING THE LOCATION OF ALL EXISTING UTILITIES. ANY LOCATION STAKED OR SHOWN IS
APPROXIMATE. CALL 811 TO HAVE UTILITIES MARKED BEFORE BEGINNING CONSTRUCTION. IF
CONFLICTS ARE FOUND, NOTIFY THE CONTRACTING OFFICER.
10. INFRASTRUCTURE SUCH AS: ELECTRICAL, SEWER, WATER AND PHONE LINES EXIST. THE
CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER'S REPRESENTATIVE TO
LOCATE, PRESERVE, AND INTERRUPT ANY OF THE CURRENT SERVICES.
11. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO LOCATE ALL EXISTING
UTILITIES, WHETHER SHOWN HEREIN OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE
GENERAL CONTRACTOR SHALL BARE ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES
OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PROSECUTION OF
THE WORK.
12. ALL CLEARING AND GRUBBING SHALL CONFORM TO SECTION 311000 IN THE SPECIFICATIONS. ALL
NON-SALVAGEABLE MATERIAL SHALL BE DISPOSED OF LEGALLY OFFSITE AT AN APPROVED
LOCATION.
13. CONTRACTOR SHALL MINIMIZE OUTAGES AND ACCESS DISTURBANCE TO THE EXISTING
FACILITIES. ALL DISRUPTIONS TO THE EXISTING FACILITIES MUST BE COORDINATED THROUGH
THE C.O.R.
14. DO NOT REMOVE OR DAMAGE ANY TREES UNLESS IT IS SPECIFICALLY DESIGNATED TO BE
REMOVED.
15. STAKING WILL BE COMPLETED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING
OFFICER'S REPRESENTATIVE. TREES TO BE REMOVED BY OTHERS AFTER STAKING OF SITE. TREE
STUMPS REMAINING THAT WILL IMPACT WORK SHALL BE REMOVED BY CONTRACTOR.
16. THE CONTRACTOR SHALL FINISH GRADE THE SITE TO DRAIN AS SHOWN ON THE DRAWINGS. THE
PROPOSED CONTOURS ARE GENERALIZATIONS AND MAY BE ADJUSTED BASED ON ACTUAL FILL
MATERIAL AVAILABLE AND AS APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.
17. CONCRETE SIDEWALKS AND SLABS NEXT TO BUILDINGS SHALL BE SLOPED TO DRAIN AWAY FROM
THE BUILDING AT A MINIMUM OF 2 PERCENT.
18. ALL CUT AND FILL SLOPES SHALL BE SLOPED AT 1.5:1 UNLESS OTHERWISE INDICATED ON THE
PLANS.
19. ALL PROJECT CONSTRUCTION SHALL CONFORM WITH ANSI A-117.1-1998, THE 2004 AMERICANS
WITH DISABILITIES ACT (ADA), AND ARCHITECTURAL BARRIERS ACT ACCESSIBILITY GUIDELINES..
20. THE GENERAL CONTRACTOR SHALL MAINTAIN ALL REQUIRED EXITS AND FIRE LANES IN WORKING
ORDER.
21. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISH SHALL CONFORM TO THE BUILDING
CODE AND LOCAL GOVERNING BUILDING CODES/ORDINANCES.
22. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN
(BROOM) CONDITION AT ALL TIMES.
23. THE CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, UNCRATING, INSTALLATION
AND HOOK-UP OF ALL GOVERNMENT FURNISHED ITEMS UNLESS NOTED OTHERWISE ON THE
DRAWINGS.
24. THE CONTRACTOR IS TO ASSURE THAT NO REBAR OR REINFORCEMENT IS PRESENT PRIOR TO
CORE DRILLING OR PLACING BOLTS OR ANY OTHER ITEM WHICH COULD DISTURB THE
STRUCTURAL SLAB OR FOUNDATION WALLS.
25. PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS WHERE REQUIRED.
26. ALL PENETRATIONS THROUGH ANY SURFACE SHALL BE THOROUGHLY SEALED WITH
APPROPRIATE SEALANT MATERIAL.
27. UNLESS OTHERWISE NOTED, ALL EXTERIOR AND INTERIOR METAL, TRIM, TREILLAGE
(ORNAMENTAL STRUCTURES), RAILINGS, MOLDINGS, FRAMES, CASTING ETC., SHALL BE PAINTED.
28. FOR PLUMBING AND ELECTRICAL SYSTEMS, PROVIDE APPROVED ASSEMBLIES WITH SELF
CLOSING DEVICES FOR ANY PENETRATIONS IN RATED CONSTRUCTION.
WATER AND SEWERLINE NOTES
29. BURY WATERLINE A MINIMUM OF 48 INCHES TO TOP OF PIPE.
30. CONTRACTOR SHALL COORDINATE WITH THE CITY AND OBTAIN NECESSARY PERMITS FOR WORK
PERFORMED WITHIN THE STREET RIGHT OF WAY AND ALL CONNECTIONS TO CITY WATER PIPING.
31. THE MINIMUM ALLOWABLE BENDING RADIUS FOR HDPE PIPE IS 30 TIMES THE NOMINAL PIPE
DIAMETER.
32. PIPE DIA. MIN. BENDING RADIUS
1" 2'-6"
2" 5'-0"
3" 7'-6"
4" 10'-0"
6" 15'-0"
33. INSTALL THE WATER LINES ACCORDING TO APPLICABLE FEDERAL, STATE AND LOCAL
REGULATIONS FOR PUBLIC DRINKING WATER SYSTEMS.
34. CLEARING LIMITS SHALL BE 5 FEET MAXIMUM ON BOTH SIDES OF THE UTILITY TRENCH. THE
CONTRACTOR SHALL USE CAUTION AND AVOID DAMAGE TO TREES AND VEGETATION. THE
CONTRACTOR SHALL CONFINE ALL OPERATIONS AND ACTIVITIES TO WITHIN THE CLEARING
LIMITS.
35. CONNECTIONS BETWEEN NEW AND EXISTING WATERLINES SHALL BE INSTALLED IN THE MANNER
RECOMMENDED BY THE PIPE MANUFACTURER AND APPROVED BY THE CONTRACTING OFFICER.
COMPRESSION-TYPE FITTINGS ARE NOT ALLOWED, EXCEPT AS NOTED ON DRAWINGS.
36. WHERE UTILITY LINES CROSS ASPHALT ROADS, SAW CUT AND REPAIR WITH HOT ASPHALT MIX.
SEE TRENCHING DETAIL, SHEET D-06.
37. INSTALL THRUST BLOCKS FOR ALL 4" AND LARGER WATERLINES WHERE CHANGES IN DIRECTION
ARE GREATER THAN 45 DEGREES.
38. WHERE NEW WATERLINES INTERSECT SEWERLINES, THE NEW WATERLINES SHALL BE INSTALLED
ACCORDING TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, SEE PIPE SEPARATION
DETAIL, SHEET D-06.
ELECTRIC AND COMM NOTES
39. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING EXISTING ELECTRICAL AND
COMMUNICATIONS AS NOTED AND PROTECTING LINES AS NOTED.
40. THESE SITE PLANS DO NOT SHOW MOST OF THE ELECTRICAL AND COMMUNICATIONS. THE
CONTRACTOR IS RESPONSIBLE FOR LOCATING, AND FOR COORDINATING ELECTRICAL WORK
WITH THE POWER COMPANY.
41. SEE ELECTRICAL DRAWINGS FOR DESCRIPTION OF HOW ELECTRICAL IS FED FROM THE EXISTING
SERVICE SWITCHBOARD (REMOVE ALL ABANDONED, COORDINATING WITH THE POWER COMPANY
FOR TWO NEW 600 AMP SERVICES AND ONE REPLACEMENT 600 AMP SERVICE).
42. EXISTING PHONE SERVICE IS GOVERNMENT OWNED. COORDINATE WITH THE CONTRACTING
OFFICER FOR DISCONNECTION OF LINES BEFORE CONTRACTOR REMOVAL. SEE ELECTRICAL
DRAWINGS FOR DESCRIPTION.
43. EXISTING INTERNET SERVICE IS NOT GOVERNMENT PROPERTY AND SERVES 16 PERSON
BUNKHOUSE ONLY. COORDINATE WITH THE GOVERNMENT CONTRACTING OFFICER AND THIRD
PARTY INTERNET PROVIDER (SPARKLIGHT (866-518-8503) FOR WORK DONE BY OTHERS. SEE
ELECTRICAL SHEETS FOR LOCATION DESCRIPTION.
44. ALL EXPOSED ELECTRICAL EQUIPMENT SHALL BE PAINTED TO MATCH ADJACENT SURFACES.
ABBREVIATION LEGEND:
CP ..... SURVEY CONTROL POINT
TBC ... TOP BACK OF CURB
BW..... BACK OF WALK
FG ...... FINISHED GRADE
BLDG... BUILDING
FF ........ FINISHED FLOOR
FL ........ FLOW LINE
PC........ POINT OF CURVE
PT........ POINT OF TANGENT
POC..... POINT ON CURVE
GRD..... GROUND
EO........ EDGE OF ROAD
LPP....... LIGHT UTILITY POLE
N.I.C...... NOT IN CONTRACT
TPP...... TELEPHONE UTILITY POLE
S .......... SLOPE
GB ....... GRADE BREAK
SD ....... STORM DRAIN
SS ....... SANITARY SEWER
SSMH... SANITARY SEWER MAN HOLE
W ......... WATER
MH........ MAN HOLE
(##) ...... EXISTING ELEVATION
INV ....... INVERT
ISPWC.. IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION
IDAPA... IDAHO ADMINISTRATIVE PROCEDURES ACT
CB ....... CATCH BASIN
FNC....... FENCE
NEW WATERLINE
EXISTING WATERLINE
NEW SEWERLINE
EXISTING SEWERLINE
NEW ELECTRICAL LINE
EXISTING ELECTRICAL LINE
NEW TELECOMMUNICATIONS LINE
EXISTING TELECOMMUNICATIONS LINE
NEW CURB VALVE AND BOX - SIZE VARIES
EXISTING SANITARY SEWER MANHOLE
NEW SANITARY SEWER MANHOLE
NEW CLEANOUT
POWER POLE
MAJOR CONTOUR AND ELEVATION (FEET)
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LEGEND:
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EXISTING ASPHALT
ACCESSIBLE PARKING STALL
SIGN
TELEPHONE PEDESTAL
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NEW WATER METER - SIZE VARIES
HAND HOLE BOX
CONIFER TREE ( >60 FEET)
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X
NEW BLOWOUT
EXISTING CLEANOUT
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
GAOA McCALL
AREA HOUSING
BARRACKS
REPLACEMENT
PAYETTE NATIONAL
FOREST
McCALL AREA HOUSING
SITE PLAN - EXISTING &
DEMOLITION
02/28/2024
R.ANDERSON
R.ANDERSON
S.BINGHAM
C-01 04 44
FS BLDG 1197
HOUSE #4, #5
FS BLDG 1196
HOUSE #2, #3
FS BLDG 1195
HOUSE #1
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DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
GAOA McCALL
AREA HOUSING
BARRACKS
REPLACEMENT
PAYETTE NATIONAL
FOREST
McCALL AREA HOUSING
SITE PLAN - PROPOSED
02/28/2024
R.ANDERSON
R.ANDERSON
S.BINGHAM
C-02 05 44
FS BLDG 1197
HOUSE #4, #5
FS BLDG 1196
HOUSE #2, #3
FS BLDG 1195
HOUSE #1
16 PERSON
BARRACKS
M I S
S I O
N
S
T R
E E
T
FOREST STREET
EXISTING SSMH
EXISTING PROPANE TANK
EXISTING SS
CLEANOUT
INSTALL NEW 600 AMP 120/240V
SWITCHBOARD "SW" WITH HOUSE
KEEPING PAD, COORDINATE WITH
IDAHO POWER
INSTALL NEW 600 AMP 120/240V
SWITCHBOARD "SE" WITH HOUSE
KEEPING PAD, COORDINATE
WITH IDAHO POWER
COORDINATE NEW UNDERGROUND
POWER AS NEEDED PER IDAHO
POWER REQUIREMENTS
EXISTING PANELBOARD
AND BEP
NEW FEEDER
N
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N
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N
N
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TERMINATE WATER LINE WITH
DAYLIGHT DRAIN INTO DITCH.
SEE DETAIL SHEET D-04
NEW FEEDER
INSTALL FOR FUTURE
COMMUNICATIONS USE
INSTALL SIZE 2
COMMUNICATIONS
CONDUIT
INSTALL TIER 15 HANDHOLES FOR
COMMUNICATIONS WITH LATERALS
INTO BUILDINGS
INSTALL SIZE 2
COMMUNICATIONS
CONDUIT
CONSTRUCT LAUNDRY BUILDING
SEE ARCHITECTURAL SHEETS
PROVIDE MINIMUM 5 FT SEPARATION
BETWEEN EXISTING SSMH
AND NEW ELECTRICAL FEEDER
REWORK UTILITIES
AND CONSTRUCT
TRAILER PAD AS
SHOWN, SEE
DETAIL SHEET D-01
E
X
I
S
T
I
P
R
S
O
N
B
A
R
R
A
C
K
S
REPLACE WITH NEW 600 AMP
120/240V SWITCHBOARD WITH
HOUSE KEEPING PAD,
COORDINATE WITH IDAHO
POWER
1-INCH HDPE
WATER LINE
INSTALL HYDROGUARD
AUTO FLUSHING SYSTEM
1-INCH
HDPE
4"x4"x1" TEE
CAPPED ON
4" SIDE
NEW 1.5-INCH POTABLE
WATER LINE & NEW
4-INCH FIRE LINE
INSTALL NEW WATER
METER
INSTALL NEW
VALVE FOR
FIRE LINE
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RETAIN AND PROTECT
EXISTING FIRE PIT
RETAIN AND PROTECT
EXISTING SAUNA
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DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
GAOA McCALL
AREA HOUSING
BARRACKS
REPLACEMENT
PAYETTE NATIONAL
FOREST
McCALL AREA HOUSING
SITE PLAN - ELECTRICAL
& COMMUNICATIONS
02/28/2024
S.BROWN
S.BROWN
R.ANDERSON
C-03 06 44
FS BLDG 1197
HOUSE #4, #5
FS BLDG 1196
HOUSE #2, #3
FS BLDG 1195
HOUSE #1
P
E R
S O
N
B A
R R
A C
K S
M I S
S I O
N
S
T R
E E
T
FOREST STREET
INSTALL NEW 600 AMP 120/240V
SWITCHBOARD "SW" WITH HOUSE
KEEPING PAD, COORDINATE WITH IDAHO
POWER, SEE ELECTRICAL SHEETS
INSTALL NEW 600 AMP 120/240V
SWITCHBOARD "SE" WITH HOUSE
KEEPING PAD, COORDINATE
WITH IDAHO POWER
COORDINATE NEW UNDERGROUND
POWER PER IDAHO POWER
REQUIREMENTS, SEE SHEET E200
EXISTING PANELBOARD
AND BEP
NEW FEEDER, SEE
ELECTRICAL SHEETS
N
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N
N
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NEW FEEDER, SEE
ELECTRICAL SHEETS
INSTALL AT PROPERTY
LINE FOR FUTURE
COMMUNICATIONS USE
INSTALL SIZE 2
COMMUNICATIONS
CONDUIT
INSTALL TIER 15 HANDHOLES FOR
COMMUNICATIONS WITH LATERALS
INTO BUILDINGS
INSTALL SIZE 2
COMMUNICATIONS
CONDUIT
NEW LAUNDRY BUILDING
PROVIDE MINIMUM 5 FT SEPARATION
BETWEEN EXISTING SSMH
AND NEW ELECTRICAL FEEDER
E
X
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N
B
A
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A
C
K
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REPLACE WITH NEW 600 AMP
120/240V SWITCHBOARD WITH
HOUSE KEEPING PAD,
COORDINATE WITH IDAHO
POWER, SEE SHEET E-210
NEW TRAILER
PAD, SEE SHEETS
D-01 & E200
EXISTING
SAUNA
EXISTING
FIRE PLACE
NEW IDAHO POWER
FEEDER, SEE SHEET E200
NEW FEEDER, TIE INTO
EXISTING PANEL ON BLDG,
SEE ELECTRICAL SHEETS
NEW FEEDER, SEE
ELECTRICAL SHEETS
NEW FEEDERS
NEW FEEDER
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5+00
5+25
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-0.2%
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DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
GAOA McCALL
AREA HOUSING
BARRACKS
REPLACEMENT
PAYETTE NATIONAL
FOREST
McCALL AREA HOUSING
SITE PLAN - ROAD &
PROFILE
02/28/2024
R.ANDERSON
R.ANDERSON
S.BINGHAM
C-04 07 44
E
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SAUNA
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K
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CONSTRUCT TEMPORARY
CONSTRUCTION ACCESS
ROAD 10 FT WIDE
SEE DETAIL SHEET D01
EXISTING GRADE AT
CENTERLINE
FINISHED GRADE AT
CENTERLINE
MATCH EXISTING GRADE
AT PARKING AREA
ROAD 10 FT WIDE
SEE DETAIL SHEET D01
FUTURE CONSTRUCTION
ACCESS ROAD (N.I.C.)
STA 4+00 END TO
CONSTRUCTION
ACCESS ROAD
NEW LAUNDRY BUILDING
CONSTRUCT
TRAILER PAD, SEE
DETAIL SHEET D-01
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N
B
A
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R
A
C
K
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EXISTING
FIRE PLACE
NEW ACCESSIBLE
PARKING AREA, SEE
SHEETS D01 & D-02
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DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
GAOA McCALL
AREA HOUSING
BARRACKS
REPLACEMENT
PAYETTE NATIONAL
FOREST
McCALL AREA HOUSING
SITE PLAN - WATER &
PROFILE
02/28/2024
R.ANDERSON
R.ANDERSON
S.BINGHAM
C-05 08 44
M I S
S I O
N
S
T R
E E
T
OPTION 1: INSTALL
NEW WATER METER
WITH VALVE
E
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S
EXISTING
SAUNA
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1.5" HDPE SERVICE LINE
OPTION 1: CONNECT TO
EXISTING CITY OF McCALL
WATER MAIN ALONG MISSION
STREET FIELD VERIFY EXACT
LOCATION AND DEPTH
OPTION 1: INSTALL NEW
1.5" WATER METER
SEE DETAIL SHEET D-05
EXISTING GROUND
SURFACE ELEVATION
INSTALL NEW WATERLINE(S)
SEE DETAIL SHEET D06
INSTALL TEE AND LATERAL TO BUNKHOUSE
WITH 1" HDPE VALVE & BLOWOUT
(TYPICAL FOR EACH BUNKHOUSE)
SEE DETAIL SHEET D-05
OPTION 1: 1.5" HDPE
SERVICE LINE
INSTALL NEW 1" HDPE WATERLINE
WITH SHUT OFF VALVE & BLOWOUT
SEE DETAIL SHEET D-05
NEW LAUNDRY BUILDING
INSTALL NEW WATER LATERAL
WITH VALVE AND BLOWOUT TO
EXISTING BUNKHOUSE
INSTALL NEW 1.5" HDPE WATERLINE AND NEW 4"
HDPE FIRE LINE TO CONNECT TO EACH BUNKHOUSE
SEE DETAIL SHEET D-05
INSTALL NEW WATER LATERAL
WITH VALVE AND BLOWOUT TO
EXISTING BARRACKS
INSTALL TEE, THRUST BLOCK, AND 4" HDPE
LATERAL WITH 4" HDPE VALVE & BLOWOUT TO
BUNKHOUSE FIRE LINE
(TYPICAL FOR EACH BUNKHOUSE)
SEE DETAIL SHEET D-05
OPTION 1: TIE 1.5"
WATER LINE & 4"
FIRE LINE INTO
CITY WATER MAIN
IN MISSION ST ROW
E
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B
A
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A
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4" HDPE FIRE LINE
OPTION 1: INSTALL
VALVE AT CITY
WATER MAIN FOR
FIRELINE ONLY.
SEE DETAIL
SHEET D-03
OPTION 1: INSTALL GATE VALVE
ON 4-INCH FIRE LINE. SEE
DETAIL SHEET D-03
INSTALL DAYLIGHT DRAIN AT
DITCH, SEE SHEET C-02 AND
DETAIL ON SHEET D-04
INSTALL NEW 1" HDPE, COORDINATE SHARING
OF TRENCH WITH NEW UNDERGROUND
ELECTRICAL, SEE SHEETS C-03 & D-06
INSTALL NEW HYDRO GUARD AUTO FLUSHING
SYSTEM, SEE DETAIL SHEET D-04
INSTALL NEW 1" HDPE
4"x4"x1" TEE WITH
THRUST BLOCK
CAPPED ON 4" SIDE
STUB WATERLINE INTO
BUILDING AND CONNECT TO
EXISTING IN CRAWL SPACE
4"x4"x1" TEE
HYDRO GUARD AUTO
FLUSHING SYSTEM
1" HDPE
OPTION 1: INSTALL NEW
1.5" HDPE VALVE
REWORK EXISTING WATER LINE AND INSTALL NEW 1"
HDPE WATERLINE WITH SHUT OFF VALVE & BLOWOUT
SEE DETAIL SHEET D-05
NEW
TRAILER PAD
INSTALL TEE 4"x4"x4" WITH CAP
AND THRUST BLOCK
STUB WATERLINE
INTO BLDG AND
CONNECT TO
EXISTING
INSTALL NEW 1" HDPE @ 2.0% SLOPE TO DRAIN
TO DAYLIGHT. DEPTH TO VARY AS PIPE
APPROACHES DAYLIGHT AT DITCH
EXISTING FIRE
PLACE
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
GAOA McCALL
AREA HOUSING
BARRACKS
REPLACEMENT
PAYETTE NATIONAL
FOREST
McCALL AREA HOUSING
SITE PLAN SEWER &
PROFILE
02/28/2024
R.ANDERSON
R.ANDERSON
S.BINGHAM
C-06 09 44
M I S
S I O
N
S
T R
E E
T
EXISTING SSMH
EXISTING SS
CLEANOUT
EXISTING SSMH
EXISTING SSMH
EXISTING SS
CLEANOUT
E
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A
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S
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6" SANITARY SEWER
1.0% MINIMUM SLOPE
INSTALL SS CLEANOUT
AT 100 FT INCREMENTS
AND ANY HORIZONTAL
CHANGE IN DIRECTION
NEW 6" SANITARY
SEWER LINE MINIMUM
DETPH 48" AND
MINIMUM SLOPE 1.0%
CONNECT NEW SANITARY
SEWER LINE TO EXISTING
SANITARY SEWER MANHOLE
FIELD VERIFY EXACT LOCATION
AND DEPTH
INSTALL NEW SS CLEANOUT
EVERY 100 FT, SEE DETAIL
SHEET D-07 (TYPICAL)
INSTALL NEW SS CONNECTION,
(LATERAL AND CLEANOUT) TO NEW
BUNKHOUSE LOCATIONS (TYPICAL 4)
SEE DETAIL SHEET D-07 (TYPICAL)
SEE WATER/ SEWER CROSSING
DETAIL SHEET D-06
INSTALL NEW 4" SS LINE WITH
CLEANOUT, FIELD VERIFY EXACT
LOCATION AND DEPTH OF
SEWER MAINLINE
INSTALL NEW SS LATERAL AND
CONNECT TO EXISTING SS
CLEANOUT, FIELD VERIFY EXACT
DEPTH AND LOCATION
EXISTING GROUND SURFACE
NEW TRAILER
PAD
E
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O
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B
A
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R
A
C
K
S
REWORK EXISTING SEWER AND INSTALL
NEW SEWER SERVICE FOR TRAILER PAD,
SEE DETAILS SHEETS D-01 & D-07
EXISTING
SAUNA
EXISITNG
FIRE PLACE
NEW LAUNDRY
BLDG
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SCALE IN FEET
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PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
GAOA McCALL
AREA HOUSING
BARRACKS
REPLACEMENT
PAYETTE NATIONAL
FOREST
McCALL AREA HOUSING
DETAILS - ROAD &
TRAILER PAD SECTIONS,
TRAILER PAD UTILITY
PLAN
02/28/2024
R.ANDERSON
R.ANDERSON
S.BINGHAM
D-01 10 44
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NATURAL
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GROUND
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CLEARING
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LIMIT
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CLEARING
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LIMIT
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1% OR 2% OUTSLOPE
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DO NOT CUT TREES WITHOUT COR APPROVAL, SEE NOTE 5.
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DO NOT CUT TREES WITHOUT COR APPROVAL. SEE NOTE 5.
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DO NOT CUT TREES WITHOUT COR APPROVAL. SEE NOTE 5.
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DO NOT CUT TREES WITHOUT COR APPROVAL. SEE NOTE 5.
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TRAILER PAD UTILITY PLAN (NOT TO SCALE)
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TIE INTO EXISTING SEWERLINE FROM WASHHOUSE
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TIE INTO EXISTING WATERLINE FROM WASHHOUSE
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INSTALL TYPE A WATER HYDRANT AND PAD (SEE DETAIL, SHEET D-07)
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ELECTRIC PEDESTAL (SEE DETAIL, SHEET D-07)
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INSTALL SEWER SERVICE HOOKUP (SEE DETAIL, SHEET D-07)
AutoCAD SHX Text NOTES: : 1. EXACT LOCATION OF UTILITY CONNECTIONS EXACT LOCATION OF UTILITY CONNECTIONS TO BE STAKED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER. 2. MAINTAIN AT LEAST 10 FEET SEPARATION MAINTAIN AT LEAST 10 FEET SEPARATION BETWEEN WATER AND SEWER LINES.
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EXISTING SEWERLINE (LOCATION VARIES, SEE "C" SHEETS)
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NEW WATERLINE (LOCATION VARIES, SEE "C" SHEETS)
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INSTALL SPIGOT IN CHRISTY BOX IN MIDDLE OF PAD
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INSTALL VALVE AND BLOWOUT IN SPIGOT LATERAL (SEE DETAIL, SHEET D-05)
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SOD REMOVAL AND/OR STRUCTURAL BACKFILL
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6 INCH COMPACTED AGGREGATE BASE COURSE GRADING C
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1V:2H TYPICAL
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EXISTING GROUND
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4 INCH COMPACTED AGGREGATE SURFACE COURSE GRADING F
AutoCAD SHX Text TRAILER PAD SHALL HAVE A CROSS SLOPE OF A MAXIMUM OF 2% (0% TYPICAL) WITH A FRONT TO REAR SLOPE OF 2% DOWN TO FRONT OF PAD
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TYPICAL ONE-LANE OUTSLOPED SERVICE ACCESS SECTION (NOT TO SCALE)
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AutoCAD SHX Text NOTES: : 1. TRANSITIONS BETWEEN CROSS SECTIONS SHALL BE GRADUAL. TRANSITIONS SHALL BE TRANSITIONS BETWEEN CROSS SECTIONS SHALL BE GRADUAL. TRANSITIONS SHALL BE 40' IN LENGTH, 20' ON EACH SIDE OF TRANSITIONING ROADWAYS. 2. ALL EXCAVATED BOULDERS SHALL BE PLACED AS DESIGNATED BY THE CONTRACTING ALL EXCAVATED BOULDERS SHALL BE PLACED AS DESIGNATED BY THE CONTRACTING OFFICER. 3. NEATLY PLACE ANY EXCAVATED ROCK TO ARMOR FILL SLOPES FROM EROSION AND NEATLY PLACE ANY EXCAVATED ROCK TO ARMOR FILL SLOPES FROM EROSION AND FOOT TRAFFIC AS DIRECTED. 4. ROADWAY WIDTHS AND CROSS-SLOPES VARY. SEE PLAN VIEW SHEETS FOR ROADWAY ROADWAY WIDTHS AND CROSS-SLOPES VARY. SEE PLAN VIEW SHEETS FOR ROADWAY WIDENING AND SLOPE DIRECTIONS. 5. REMOVAL OF TREES TO BE COMPLETED BY OTHERS. CONTRACTOR TO REMOVE STUMPS REMOVAL OF TREES TO BE COMPLETED BY OTHERS. CONTRACTOR TO REMOVE STUMPS WITHIN ROAD TEMPLATE.
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
GAOA McCALL
AREA HOUSING
BARRACKS
REPLACEMENT
PAYETTE NATIONAL
FOREST
McCALL AREA HOUSING
DETAILS - BUNKHOUSE
FOUNDATION & GRADING
PLAN
02/28/2024
R.ANDERSON
R.ANDERSON
S.BINGHAM
D-02 11 44
NEW ACCESSIBLE MODULAR BUNKHOUSE
5' WIDE ACCESSIBLE HARDENED PATHWAY
10' DRAINAGE APRON; SEE NOTES
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SEE FOUNDATION NOTE 3
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LAY BACK ON STABLE SLOPE
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EXTERIOR GRADE SLOPE TO DRAIN
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INTERIOR FOOTING (PER DESIGN)
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B = FOOTING WIDTH: PER DESIGN
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IN SITU SOILS/CLASSIFIED FILL
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STRUCTURAL FILL
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LEGEND
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FLOOR
AutoCAD SHX Text FOUNDATION NOTES: 1. FOOTING DETAIL DESIGNED FOR BEARING LOAD GREATER THAN OR EQUAL TO FOOTING DETAIL DESIGNED FOR BEARING LOAD GREATER THAN OR EQUAL TO 2,500PSF. CONTRACTOR MAY PROVIDE ALTERNATIVE FOR COR APPROVAL IF ACTUAL BEARING LOAD IS LESS THAN 2,500 PSF. 2. PERIMETER AND INTERIOR FOOTING AND FOUNDATION DESIGN TO BE COMPLETED PERIMETER AND INTERIOR FOOTING AND FOUNDATION DESIGN TO BE COMPLETED BY CONTRACTOR AND APPROVED BY COR PRIOR TO CONSTRUCTION. ITEMS TO BE INCLUDED IN THE DESIGN INCLUDE BUT NOT LIMITED TO: DEPTH, WALL DIMENSIONS, FOOTING DIMENSIONS, CONNECTION TYPES, STEEL REINFORCEMENT. 3. COR TO APPROVE SOILS BEFORE PLACING OF NEW FOUNDATION.COR TO APPROVE SOILS BEFORE PLACING OF NEW FOUNDATION.
AutoCAD SHX Text PLACE CLEAN AGGREGATE AT FOOTING LEVEL AND COVER AGGREGATE WITH 12 MIL VAPOR BARRIER
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AutoCAD SHX Text GENERAL GRADING NOTES 1. CREATE POSITIVE DRAINAGE "APRON" AROUND BUILDING PERIMETER. GRADE AWAY FROM CREATE POSITIVE DRAINAGE "APRON" AROUND BUILDING PERIMETER. GRADE AWAY FROM BUILDING FOUNDATION AT 5% MIN. FOR 10 FEET IN ALL DIRECTIONS. SLOPE CONCRETE SURFACES IN THIS AREA AT 5% 2. CUT AND FILL SLOPES OUTSIDE OF BUILDING PERIMETER SHALL BE SLOPED AT A MAXIMUM OF CUT AND FILL SLOPES OUTSIDE OF BUILDING PERIMETER SHALL BE SLOPED AT A MAXIMUM OF 5%. BLEND PROPOSED AND EXISTING GRADES BY CREATING SMOOTH TRANSITIONS. 3. PATHWAY GRADES AND CROSS SLOPES TAKE PRECEDENCE OVER BUILDING GRADING, WHERE PATHWAY GRADES AND CROSS SLOPES TAKE PRECEDENCE OVER BUILDING GRADING, WHERE THE TWO OVERLAP. 4. GRADING OF PATHWAYS SHALL BE AS FOLLOWS: GRADING OF PATHWAYS SHALL BE AS FOLLOWS: 4.1. CROSS SLOPES: 2% FOR DRAINAGE, AWAY FROM BUILDING. CROSS SLOPES: 2% FOR DRAINAGE, AWAY FROM BUILDING. 4.2. RUNNING SLOPES: MAXIMUM GRADE OF 5%. RUNNING SLOPES: MAXIMUM GRADE OF 5%. 5. EXCAVATED MATERIAL FROM FOUNDATION TO BE USED AS BACKFILL AND GRADING AROUND EXCAVATED MATERIAL FROM FOUNDATION TO BE USED AS BACKFILL AND GRADING AROUND THE NEW BUILDING. EXCESS WASTE MATERIAL FROM CUT TO BE DISPOSED OF, GRADED AND CONDITIONED NATURALLY WITH SURROUNDING MATERIAL AT LOCATION DESIGNATED AND APPROVED BY COR.
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%%USPREAD AND CONTINUOUS FOUNDATION PLAN
%%UBUNKHOUSE APRON & GRADING PLAN
SECTION
PLAN
PROFILE
SECTION
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
GAOA McCALL
AREA HOUSING
BARRACKS
REPLACEMENT
PAYETTE NATIONAL
FOREST
McCALL AREA HOUSING
DETAILS - FIRELINE
CONNECTIONS & VALVE
DETAILS
02/28/2024
R.ANDERSON
R.ANDERSON
S.BINGHAM
D-03 12 44
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5-1/4 VALVE BOX LID (SEE NOTE 3)
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text NOTES: 1. ALL GATE VALVES SHALL BE NON-RISING STEM RESILIENT SEATED GATE VALVES MEETING ANSI/AWWA ALL GATE VALVES SHALL BE NON-RISING STEM RESILIENT SEATED GATE VALVES MEETING ANSI/AWWA C515 FOR WATER SUPPLY SERVICE. 2. CLEAN VALVE BOX OF ALL DEBRIS AND SOIL. CLEAN VALVE BOX OF ALL DEBRIS AND SOIL. 3. ALL VALVE BOX LIDS TO BE 5 1/4" DROP LIDS. ALL WATER VALVE BOX LIDS TO BE STAMPED ALL VALVE BOX LIDS TO BE 5 1/4" DROP LIDS. ALL WATER VALVE BOX LIDS TO BE STAMPED "WATER" AND ALL FIRE VALVE BOX LIDS TO BE STAMPED "FIRE". 4. FOR ASPHALT SURFACE, CONCRETE COLLAR TO BE 1/4" BELOW FINISHED GRADE. FOR ASPHALT SURFACE, CONCRETE COLLAR TO BE 1/4" BELOW FINISHED GRADE. 5. FOR GRAVEL ROADWAY SURFACE, CONCRETE COLLAR TO BE 4" BELOW FINISHED GRADE AND SLOPED FOR GRAVEL ROADWAY SURFACE, CONCRETE COLLAR TO BE 4" BELOW FINISHED GRADE AND SLOPED AWAY FROM VALVE BOX LID SO THAT OUTSIDE EDGE IS 1" LOWER. 6. VALVE BOXES OUTSIDE OF PAVED OR GRAVEL ROADWAYS SHALL HAVE A CONCRETE COLLAR POURED VALVE BOXES OUTSIDE OF PAVED OR GRAVEL ROADWAYS SHALL HAVE A CONCRETE COLLAR POURED TO BE FLUSH WITH FINISHED GRADE. 7. DRILL 7/8" HOLE IN TOP PORTION OF VALVE BOX. PLACE PCV VALVE GROMMET INTO HOLE AND DRILL 7/8" HOLE IN TOP PORTION OF VALVE BOX. PLACE PCV VALVE GROMMET INTO HOLE AND ROUTE TRACER WIRE THROUGH HOLE. 8. TYLER UNION CAST IRON RISER IS NOT TO BE USED WITHIN STATE HIGHWAYS. ONLY FOR USE WITHIN TYLER UNION CAST IRON RISER IS NOT TO BE USED WITHIN STATE HIGHWAYS. ONLY FOR USE WITHIN CITY OF McCALL ROADWAYS.
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ASPHALT SURFACE AREAS (SEE NOTE 4)
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PIPE BEDDING SYSTEM PER ISPWC SECTION 305
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NO. 12 AWG. COPPER TRACER WIRE (COLOR BLUE)
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UNDISTURBED SOIL
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GATE VALVE (FL OR MJ)
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TYLER UNION CAST IRON SLIP TYPE VALVE BOX (2 PIECE, TOP AND BASE)
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5" CAST IRON SOIL PIPE TYLER SV CLASS SINGLE HUB
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DRILL HOLE (SEE NOTE 7)
AutoCAD SHX Text WATER PROOF WIRE CONNECTOR FOLD AND WRAP WITH TAPE TO WIRE TO PREVENT PULLING APART
AutoCAD SHX Text TYLER UNION CAST IRON VALVE BOX RISER 5-1/4"x1-1/2" (SEE NOTE 8)
AutoCAD SHX Text 24" x6" CONCRETE COLLARPER ISPWC SD-406 SILANE-40 CONCRETE SEALER REQUIRED (#4 REBAR REQUIRED)
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GRAVEL SURFACE AREAS (SEE NOTE 5)
AutoCAD SHX Text NOTES: 1. ALL WATER SERVICE COMPONENTS SHALL BE IRON PIPE SIZE. ALL WATER SERVICE COMPONENTS SHALL BE IRON PIPE SIZE. NO GALVANIZED PIPE OR FITTINGS SHALL BE USED. 2. SERVICE PIPE SHALL BE HDPE PIPE UNLESS OTHERWISE SERVICE PIPE SHALL BE HDPE PIPE UNLESS OTHERWISE SPECIFIED. 3. SERVICE CONNECTIONS SHALL BE THIRTY-SIX (36") INCHES SERVICE CONNECTIONS SHALL BE THIRTY-SIX (36") INCHES FROM FITTINGS OR WATER MAIN PIPE ENDS. 4. MAINTAIN SEPARATION DISTANCES IN ACCORDANCE WITH IDAPA MAINTAIN SEPARATION DISTANCES IN ACCORDANCE WITH IDAPA 58.01.08.
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VALVE BOX TO BE INSTALLED PER VALVE DETAIL
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4" HDPE PIPE
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ROMAC SADDLE
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4" HDPE PIPE
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CONCRETE THRUST BLOCK
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ROMAC SADDLE
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NO. 12 AWG. COPPER TRACER WIRE (COLOR BLUE)
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FIRELINE CONNECTION DETAIL
CITY OF MCCALL VALVE DETAIL
SECTION
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
GAOA McCALL
AREA HOUSING
BARRACKS
REPLACEMENT
PAYETTE NATIONAL
FOREST
McCALL AREA HOUSING
DETAILS - AUTO
FLUSHING SYSTEM &
DAYLIGHT DRAIN
02/28/2024
R.ANDERSON
R.ANDERSON
S.BINGHAM
D-04 13 44
AutoCAD SHX Text NOTES: 1. ALL WATER SERVICE COMPONENTS SHALL BE IRON PIPE SIZE AS SHOWN. NO GALVANIZED ALL WATER SERVICE COMPONENTS SHALL BE IRON PIPE SIZE AS SHOWN. NO GALVANIZED PIPE OR FITTINGS SHALL BE USED. 2. GOVERNMENT FURNISHED AUTOMATIC FLUSHING SYSTEM SHALL BE MUELLER HYDRO-GUARD GOVERNMENT FURNISHED AUTOMATIC FLUSHING SYSTEM SHALL BE MUELLER HYDRO-GUARD 300 SERIES COLD CLIMATE FLUSHING SYSTEM WITH 48" BURY DEPTH. SEE INSTALLATION MANUAL FOR INFORMATION ON INSTALLATION OF AUTOMATIC FLUSHING SYSTEM. 3. MAINTAIN SEPARATION DISTANCES IN ACCORDANCE WITH DETAILS AND IDAPA 58.01.08.MAINTAIN SEPARATION DISTANCES IN ACCORDANCE WITH DETAILS AND IDAPA 58.01.08.
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AUTOMATIC FLUSHING SYSTEM (SEE NOTE 2)
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IRON PIPE TO HDPE ADAPTOR
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RIM 2" ABOVE FINISHED GROUND. GRADE FOR POSITIVE DRAINAGE AWAY FROM STRUCTURE
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IRON PIPE TO HDPE ADAPTOR
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IRON PIPE TO HDPE ADAPTOR
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IRON PIPE TO HDPE ADAPTOR
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1" CLASS 200, SDR POLYETHYLENE PIPE
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1" CLASS 200, SDR POLYETHYLENE PIPE
AutoCAD SHX Text 4"x4"x1" TEE, HDPE
AutoCAD SHX Text NOTES: 1. EXTEND DRAIN LINE TO EXTEND DRAIN LINE TO DAYLIGHT. 2. THE LAST 10' OF DRAIN THE LAST 10' OF DRAIN LINE SHALL BE GALVANIZED STEEL PIPE.
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PIPE SIZE
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SUCTION STRAINER DIAMETER
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NATURAL GROUND
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DAYLIGHT DRAIN WITH RODENT PROOF DRAIN OUTLET
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STAINLESS STEEL PIPE CLAMPS. 2 REQUIRED.
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NO. 4 GALVANIZED WIRE SCREEN WRAPPED AROUND SUCTION STRAINER.
AutoCAD SHX Text GALVANIZED STEEL SUCTION STRAINER WITH " STRAINER HOLES. SEE 38" STRAINER HOLES. SEE TABLE BELOW FOR SIZE.
AutoCAD SHX Text EXCAVATE BELOW DRAIN OUTLET TO PROVIDE 12" AIR GAP TO ANY POSSIBLE WATER SURFACE. DITCH OUTLET TO DRAIN.
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14 C.Y. SMALL STONE RIPRAP
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SLOPE TO DRAIN (MIN 2%)
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TRANSITION FITTING
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DRAINLINE
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AUTO FLUSHING SYSTEM DETAIL
DRAIN PORT
6"X8"X12"
CONCRETE
BLOCK
SUPPORT
2" HDPE
1" GSP TO
2" HDPE
TRANSITION
" ROUND
DRAIN ROCK
STAND
PIPE
1" GSP
" HOSE
CONNECTION
FINISHED
GRADE
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
GAOA McCALL
AREA HOUSING
BARRACKS
REPLACEMENT
PAYETTE NATIONAL
FOREST
McCALL AREA HOUSING
DETAILS- WATER METER,
VALVES, CURB BOXES
02/28/2024
R.ANDERSON
R.ANDERSON
S.BINGHAM
D-05 14 44
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WATER METER (SEE NOTE 8)
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MUELLER EZ-VAULT SP-M500VB2448FBBN WATER METER BOX
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FILL BOTTOM OF METER BOX W/SAND 1/2 WAY UP SETTER SUPPORT LEGS
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FIRM UNDISTURBED EARTH
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MUELLER M7000981 & M282925 18" RING & LID
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FORD SS INSERT (STIFFENER) INSERT-74 1-1/2" (PEP)
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1-1/2" CLASS 200, SIDR 7 POLYETHYLENE PIPE
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FORD CORP STOP FB1101-6-IDR7-NL 1-1/2"
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METER TRANSCEIVER UNIT (SEE NOTE 8)
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RIGHT-OF-WAY AND PROPERTY LINE (SEE NOTE 2)
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WATER METER (SEE NOTE 8)
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METER TRANSCEIVER UNIT
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MUELLER EZ-VAULT SP-M500VB2448FBBN WATER METER BOX
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POLYETHYLENE FOAM INSULATION PAD 4" MINIMUM
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NO. 12 AWG 12 AWG COPPER TRACER WIRE
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1-1/2" FORD PACK JOINT C86-66-IDR7-NL (SIDR7 PEP)
AutoCAD SHX Text FORD BALL VALVE CURB STOP 1-1/2" MINNEAPOLIS PATTERN VALVE B11-666M-NL OR EQUIVALENT
AutoCAD SHX Text NOTES: 1. ALL WATER SERVICE COMPONENTS SHALL BE IRON PIPE SIZE AS ALL WATER SERVICE COMPONENTS SHALL BE IRON PIPE SIZE AS SHOWN. NO GALVANIZED PIPE OR FITTINGS SHALL BE USED. WATER SERVICE SADDLE, CORPORATION STOP, AND PIPE SHALL BE SIZED AS FOLLOWS: A. SINGLE SERVICE: 1-1/2". SINGLE SERVICE: 1-1/2". 2. GOVERNMENT FURNISHED WATER METER BOX SHALL BE MUELLER GOVERNMENT FURNISHED WATER METER BOX SHALL BE MUELLER EZ-VAULT SP-M500V82448FBBN WITH 48" BURY DEPTH. SEE INSTALLATION MANUAL FOR INFORMATION ON INSTALLATION. 3. SERVICE PIPE SHALL BE CLASS 200, SIDR 7 POLYETHYLENE SERVICE PIPE SHALL BE CLASS 200, SIDR 7 POLYETHYLENE PRESSURE PIPE CONFORMING TO AWWA C901. 4. FORD STAINLESS STEEL INSERT (STIFFENER) TO BE USED WITH FORD STAINLESS STEEL INSERT (STIFFENER) TO BE USED WITH POLYETHYLENE PRESSURE PIPE AT FITTINGS PER MANUFACTURERS RECOMMENDATIONS. 5. SERVICE LINES SHALL BE INSTALLED WITH A MINIMUM COVER OF SIX SERVICE LINES SHALL BE INSTALLED WITH A MINIMUM COVER OF SIX (6') FEET AND SHALL RISE TO FOUR (4') FEET, WITHIN A MAXIMUM DISTANCE OF THIRTY (30") INCHES OF METER BOX. 6. SERVICE CONNECTIONS SHALL BE THIRTY-SIX (36") INCHES FROM SERVICE CONNECTIONS SHALL BE THIRTY-SIX (36") INCHES FROM FITTINGS OR WATER MAIN PIPE ENDS. MULTIPLE SERVICE CONNECTIONS IN THE SAME JOINT OF PIPE SHALL BE SEPARATED BY TWENTY-FOUR (24") INCHES AND NOT IN THE SAME HORIZONTAL LEVEL. -ABSOLUTE- 7. SERVICE PIPE SHALL BE FLUSHED IMMEDIATELY PRIOR TO METER SERVICE PIPE SHALL BE FLUSHED IMMEDIATELY PRIOR TO METER INSTALLATION. 8.
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