Addendum 4_ODF Santiam Fire and Admin_DOJ approved.pdf
PDF 4 MB Posted
- Solicitation number
- S-DASOBO-00015003
- Issued by
- Lake County, Oregon
About this file
Addendum 4 to ODF Santiam Fire & Administrative Buildings Construction
This Solicitation Addendum No. 4, issued by the Oregon Department of Forestry (ODF) North Cascade District on February 4, 2026, modifies the original bidding documents dated October 15, 2025, for the construction of replacement fire and administrative buildings at 22965 North Fork Road SE in Lyons, Oregon. The addendum, approved by the Department of Justice on February 5, 2026, primarily eliminates plumbing equipment specifications and related construction components. Specifically, it deletes oil/water interceptors from Section 22 3000 of the Plumbing Equipment specifications, removes the oil/water separator and its connection to the septic system from the civil utility plan (Drawing C103), eliminates the oil/water separator notation from architectural drawings (A002 and A202), removes trench drain specifications from multiple plumbing drawings (P002, P202, P204), and deletes a 6-inch vent through roof (VTR) component from Drawing P302. The addendum also eliminates interior trench drains at the Fire Shop vehicle bays from Drawing A202, replacing them with concrete floor slopes. These modifications are comprehensive across civil, architectural, and plumbing design documents, with all affected drawings and specification sections listed as attachments. Protests to the addendum must be submitted by February 7, 2026, at 5:00 PM PT using the same procedures outlined in RFP Section 4.4. Bidders are required to acknowledge receipt of Addendum No. 4 with an authorized representative signature and date prior to bid closing to avoid bid rejection.
The addendum maintains all other contractual terms, specifications, and requirements from the original bidding documents in full force. The modifications reflect design refinements made during the project development phase, eliminating redundant or unnecessary plumbing infrastructure components while preserving the core construction requirements for the two-building project. No changes are indicated to project cost estimates, schedule (bid closing February 12, 2026; substantial completion May 30, 2027), labor requirements, bonding, insurance, or funding sources previously established. The deletion of oil/water interceptor equipment reduces contractor material and installation costs and simplifies the sanitary system design by relying on the owner-furnished septic system design. All bidders must acknowledge this addendum as part of their bid submission to remain compliant with procurement requirements.
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INVITATION TO BID
S-DASOBO-00015003
SOLICITATION ADDENDUM #4
ODF Santiam Fire & Admin Buildings S-DASOBO-00015004 ADDENDUM #4 Page 1 of 1
This Solicitation Addendum modifies the Bid Document(s) only to the extent indicated herein. All other areas not specifically mentioned or affected by this Solicitation Addendum shall remain in full force. This Solicitation Addendum shall be added as a part of the Original Bidding Documents.
This Solicitation Addendum must be acknowledged by providing the required signature prior to Bid Closing. Failure to do so may result in rejection of Bid.
1 Modification
Attachment B – Technical Specifications (Specs_Project_Manual) is modified per Addendum 4Attachment 1 attached hereto.
PROTEST
Protests to this addendum must be submitted in the same manner required in RFP Section 4.4 – Solicitation Protests and are due by February 7, 2026 at 5:00PM PT.
DOJ APPROVAL
DOJ approval by: Maribeth Bonner, Assistant Attorney General - via email February 5, 2026
Acknowledgement of Addendum #4
Bidder Name: Company Name:
Authorized Representative Signature & Date
END OF ADDENDA #4
ADDENDUM TO CONTRACT DOCUMENTS
Project: ODF NCD Santiam Facility Owner: Oregon Department of Forestry North Cascade District Headquarters Building F, 200 State Street 22965 North Form Road SE Salem, Oregon 97310 Lyons, Oregon 97358
To: Bidders Architect: LRS Architects, Inc.
720 NW Davis Street, Suite 300 Portland, OR 97209
Project No. 223294
Date: February 4, 2026 Addendum No: 04
This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated October 15, 2025.
Specs Project Manual
4.1 Document 22 3000: Plumbing Equipment
Delete: Section 22 3000, Part 1 – General, 1.1, A.5: Oil/Water Interceptors
Delete: Section 22 3000, Part 2 – Products, 2.1, Manufacturers, E: Oil/Water Interceptors
Delete: Section 22 3000, Part 2 – Products, 2.7: Oil/Water Interceptors
Plans ODF Permit Set
Civil
4.2 Drawing C103
Delete: Oil/Water separator and connection to the septic system
Architectural
4.3 Drawing A002
Delete: Oil/Water separator
4.4 Drawing A202
Delete: Interior trench drains at Fire Shop vehicle bays
Add: Concrete floor slopes at Fire Shop vehicle bays
ODF NCD Santiam Facility Addendum No. 04 North Cascade District Headquarters
Plumbing
4.5 Drawing P001
Delete: Drawing P702
4.6 Drawing P002
Delete: OWS-1 Oil Water Separator – Fire Shop Building
Delete: (8) Trench Drains
4.7 Drawing P202
Delete: OWS-1 Oil Water Separator – Fire Shop Building
Delete: Trench Drains
4.8 Drawing P204
Delete: OWS-1 Oil Water Separator – Fire Shop Building
Delete: Trench Drains
4.9 Drawing P302
Delete: 6” VTR
ATTACHMENTS
Specifications:
Section 22 3000: Plumbing Equipment
Drawings:
C103 A002 A202 P001 P002 P202 P204 P302
END OF ADDENDUM NO. 04
ODF NCD Santiam Facility
February 4, 2026
[ADDM. 04] Plumbing Equipment 22 30 00
LRS Architects, Inc
PART 1 - GENERAL
1.1 SUMMARY
A. Work Included:
1. Heat Pump (Hybrid) Storage Type Water Heaters
2. Domestic Expansion Tanks ASME
3. Domestic Circulation Pump with Adaptive Variable Speed Drive
4. Garbage Disposal
5. Oil/Water Interceptors [ADDM. 04]
1.2 RELATED SECTIONS
A. Contents of Division 22, Plumbing and Division 01, General Requirements apply to this
Section.
1.3 REFERENCES AND STANDARDS
A. References and Standards as required by Section 22 00 00, Plumbing Basic Requirements and Division 01, General Requirements.
1.4 SUBMITTALS
A. Submittals as required by Section 22 00 00, Plumbing Basic Requirements and Division 01, General Requirements.
B. In addition, provide:
1. Seismic anchor details and calculations signed and stamped by licensed Oregon structural engineer with equipment data.
1.5 QUALITY ASSURANCE
A. Quality assurance as required by Section 22 00 00, Plumbing Basic Requirements and
Division 01, General Requirements.
B. In addition, meet the following:
1. NSF 61, Annex G compliant.
2. ISO 9001 Certified.
3. IAPMO Low Lead Certification.
February 4, 2026
C. Products approved for installation by state authorizing agency, no exceptions.
1.6 WARRANTY
A. Warranty of materials and workmanship as required by Section 22 00 00, Plumbing Basic
Requirements and Division 01, General Requirements.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Heat Pump (Hybrid) Storage Type Water Heaters:
1. Rheem/Ruud
2. Or approved equivalent.
B. Domestic Expansion Tanks ASME:
1. Amtrol
2. Armstrong
3. Or approved equivalent.
C. Domestic Circulation Pump with Adaptive Variable Speed Drive:
1. Grundfos
2. Armstrong
3. Bell & Gossett
4. Or approved equivalent.
D. Garbage Disposal:
1. In-Sink-Erator
2. Salvajor
3. Hobart
4. Waste King
5. Or approved equivalent.
E. Oil/Water Interceptors: [ADDM. 04]
1. Polyethylene: HDPE
a. STRIEM
b. Or approved equivalent.
February 4, 2026
2.2 GENERAL
A. Reference Drawings for capacities and specific model numbers.
2.3 HEAT PUMP (HYBRID) STORAGE TYPE WATER HEATERS
A. System: Domestic Hot Water.
B. The Heat Pump water heater shall meet the ENERGY STAR requirement with 2.73 to 3.52
UEF (Uniform Energy Factor) in hybrid mode.
C. Code Compliance: Complies with the Federal Energy Conservation Standards effective April
16, 2015, in accordance with the Energy Policy and Conservation Act, (EPCA), as amended.
D. Electronic user interface/control: The electronic control features shall allow for a minimum of three operating modes (Electric, Hybrid and Efficiency), to match the heating requirements of the environment. The controller shall allow easy control of temperature setting, operating mode, and shall provide diagnostics
E. Easy to read temperature display and shall store the last four error messages in the control system memory.
F. Immersion Heating Elements: Zinc-coated copper sheath elements designed for longer life in hard, aggressive water.
G. Tank: Glass-Lined Steel Tank, 300 PSI test pressure, 150 PSI working pressure.
H. Non-CFC Foam Insulation: A uniform coverage of thick closed cell foam insulation minimizes standby heat loss, maximizes heat retention and delivers a high Energy Factor.
I. Tank Anode: A large diameter/high capacity anode shall be provided to inhibit corrosion of the tank interior.
J. Heat Trap: Heat traps are to be built into the inlet and outlet connections to eliminate heat migration and heat loss in the water piping when the circulation system is not in operation.
K. Temperature & Pressure Relief Valve: CSA certified and ASME rated temperature & pressure relief valve.
L. Brass Drain Valve: An enhanced ball valve design for effective drainage and positive shut-off.
M. Warranty: 10 Year Residential Tank & Parts Warranty. 1-year Commercial Tank & Parts
Warranty when installed in a commercial application.
February 4, 2026
2.4 DOMESTIC EXPANSION TANKS ASME
A. System: Domestic water.
B. Welded steel, constructed, tested and stamped in accordance with ASME Boiler and
Pressure Vessel Code for working pressure of 125 PSI. Support floor mounted tanks with steel legs or base. Provide single flexible diaphragm securely sealed into tank to separate air charge from system water, to maintain design expansion capacity. Provide pressure gauge and air-charging fitting, and drain fitting. Diaphragm: Removable and replaceable in line.
2.5 DOMESTIC CIRCULATION PUMP WITH ADAPTIVE VARIABLE SPEED DRIVE
A. The pump is to be listed for domestic hot water systems and is to comply with lead free (less than or equal to 0.25 percent) products in potable/drinking water systems.
B. Pump is to be of the in-line wet rotor design.
C. The pump is to be a standard product of a single pump manufacturer.
D. The enclosure to be marked “Enclosure Type 2.”
E. The pump to be certified and listed by a Nationally Recognized Test Laboratory (NRTL) for
U.S. and Canada to comply with:
1. UL778
2. UL 60730-1A
3. CAN/CSA No. 108
F. The pump is to be labeled on the nameplate as having an Energy Efficiency Index (EEI) of no greater than 0.20.
G. Ratings:
1. Maximum Pressure: 175 PSIG
2. Minimum Media Temperature: 14 degrees F
3. Maximum Media Temperature: 230 degrees F
4. Maximum Continuous Media Temperature: 203 degrees F
5. Maximum Sound Pressure Level: 43dB(A)
6. Voltage tolerance: [1x115V +/-10 percent][1x208-230V +/-10 percent]
7. Maximum Energy Efficiency Index: 0.20
H. Pump Construction:
February 4, 2026
1. Pump housing: Cast Iron: EN-JGL-250 with surface treatment; Stainless Steel: 304
Stainless Composite.
2. Impellers: PES 30-percent GF or stainless steel.
3. Rotor Can: PPS: PPS reinforced with Carbon Fiber(Fortran MT9141L GF40)
4. Rotor Cladding: 316 Stainless Steel
5. Stator Housing: Aluminum
6. Shaft: 316L Stainless Steel
7. Thrust Bearing: Axial: Carbon Graphite, Radial: ceramic Alumina Hilox 961
8. O-Rings: EPDM
9. Bearing Plate: 304 Stainless Steel
10. Neck Ring: 304 Stainless Steel
11. Control Box: Polycarbonate
I. Motor:
1. Motor to be 4-pole permanent-magnet (PM motor) and tested with the pump as one unit.
2. Each motor is to be of the integrated Variable Speed Drive design consisting of a motor and a Variable Frequency Drive (VFD) built and tested as one unit.
3. The Motor to be self-ventilating.
4. Minimum insulation class for the motor to be Class F.
5. The integrated VFD control is to utilize an energy optimization algorithm to minimize energy consumption by reducing the factory-set setpoint and adjust to system characteristics.
J. Operating Modes:
1. The pump is to have the following control mode and operating modes:
a. Proportional Pressure - The head delivered is to be reduced from a manual setpoint linearly in accordance with decrease in flow demand in the system
b. Constant Pressure - A manual set, constant head is maintained, irrespective of flow up to the maximum speed of the pump.
c. Constant Curve - The pump runs as an uncontrolled pump by the means of a set of pump curves. The pump curve adjustable between maximum and minimum from the control panel or through a wireless remote control.
d. Constant Temperature - The pump is to adjust speed to maintain a constant media temperature in the flow pipe in which the pump is installed.
February 4, 2026
e. Constant Differential Temperature - The pump is to adjust speed to maintain a constant temperature drop between the flow pipe in which the pump is installed and a user installed temperature sensor.
K. Interface and Communication:
1. The pump is to have an integrated operator interface consisting of:
a. Minimum 2.4-inch (measured diagonally) color TFT display.
1) Push buttons for navigation of menu.
2) Push Buttons must be able to operate at minimum 25,000 times.
3) LEDs to signal pump status for quick indication.
2. The pump is to have a sensor integrated directly into the pump housing with 4 lines consisting of Ground, Supply, and two signals for Differential Pressure and Media
Temperature.
3. The pump module is to have one analog input configurable for either 4-20mA or 0-
10VDC input signal configurable for external Temperature or Pressure sensor, or
Setpoint influence.
4. The pump module is to have two Output Relays. Each relay to be configurable for
Alarm, Reading, or Operating indication.
5. Is to be capable of accepting an optional add-on module for integration into Building
Management Systems:
a. LonWorks
1) BACnet
2) Modbus
3) Profibus
2.6 GARBAGE DISPOSAL
A. Residential Duty:
1. General: Complete food waste disposal to include a stainless steel sink flange adapter assembly to match fixture. Dishwasher connection. Stainless steel or galvanized grind chamber, shredder ring, and two 360 degree swivel impellers/lugs.
Continuous feed.
2. Single phase, permanently lubricated motor with manual reset, corrosion protection shield, and sound absorbing upper shell. UL listed.
3. Warranty: 2 year parts and in-home service.
February 4, 2026
2.7 OIL/WATER INTERCEPTORS [ADDM. 04]
A. Polyethylene: HDPE
1. Provide extensions to furnished floor where required by structural features or depth of piping.
2. Interceptor to be installed flush with finish floor construction.
PART 3 - EXECUTION
3.1 GENERAL
A. Examine areas and conditions under which equipment is to be installed. Do not proceed with work until unsatisfactory conditions have been corrected.
B. Install equipment in accordance with manufacturer's installation instructions. Install units plumb and level, firmly anchored in locations indicated, and maintain manufacturer's recommended clearances.
C. Orients so controls and devices needing service and maintenance have adequate access.
D. Certificates: Submit appropriate Certificates of Shop Inspection and Data Report as required by provisions of ASME Boiler and Pressure Vessel Code.
E. Connect water piping to units with shutoff valves and unions.
F. Equipment Rigging: Heavy duty rigging eye bolts for Crosby Group swivel hoist rings installed over pump access covers for removal or maintenance.
G. Equipment Start-Up:
1. Start-up, test, and adjust equipment in accordance with manufacturer's start-up instructions. Check and calibrate controls.
2. Start-up performed by authorized manufacturer's representative or agent. Provide credentials of start-up personnel to Owner, Architect and Owner's Authorized
Representative for approval.
3. Remove and replace filters when start-up testing is executed.
4. Manufacturer adjusts operating parameters of equipment to compensate to elevation of 500-feet above sea level.
5. Owner, Architect, Commissioning Agent, and Owner's Authorized Representative will be notified 10 days prior to start-up and will be present at start-ups.
6. Provide written report from manufacturer's representative on results of start-up within
48 hours.
February 4, 2026
7. Technical Training of maintenance staff includes two hours minimum per each piece of equipment.
8. Seismic Verification:
a. Contractor will retain structural engineer who will submit stamped and signed anchoring and restraint details on plumbing equipment with submittal data in accordance with Division 22, Plumbing requirements.
b. Contractor's Structural Engineer will test and verify in writing that seismic restraints have been installed in accordance with their details.
3.2 HEAT PUMP (HYBRID) STORAGE TYPE WATER HEATERS
A. Certificates: Submit appropriate Certificates of Shop Inspection and Data Report as required by provisions of ASME Boiler and Pressure Vessel Code.
B. Connect water piping to units with shutoff valves and unions.
C. Equipment Start-Up:
1. Start-up, test, and adjust equipment in accordance with manufacturer's start-up instructions. Check and calibrate controls.
2. Start-up performed by authorized manufacturer's representative or agent. Provide credentials of start-up personnel to Owner, Architect and Owner's Authorized
Representative for approval.
3. Remove and replace filters when start-up testing is executed.
4. Manufacturer adjusts operating parameters of equipment to compensate to elevation of 500-feet above sea level.
5. Owner, Architect, Commissioning Agent, and Owner's Authorized Representative will be notified 10 days prior to start-up and will be present at start-ups.
6. Provide written report from manufacturer's representative on results of start-up within
48 hours.
7. Technical Training of maintenance staff includes two hours minimum per each piece of equipment.
8. Seismic Verification: Contractor will retain structural engineer who will submit stamped and signed anchoring and restraint details on plumbing equipment with submittal data in accordance with Division 22, Plumbing requirements.
3.3 DOMESTIC EXPANSION TANKS ASME
A. Precharge tank per manufacturers recommendation.
February 4, 2026
B. Examine areas and conditions under which equipment is to be installed. Do not proceed with work until unsatisfactory conditions have been corrected.
C. Install equipment in accordance with manufacturer's installation instructions. Install units plumb and level, firmly anchored in locations indicated, and maintain manufacturer's recommended clearances.
D. Orients so controls and devices needing service and maintenance have adequate access.
E. Certificates: Submit appropriate Certificates of Shop Inspection and Data Report as required by provisions of ASME Boiler and Pressure Vessel Code.
F. Connect water piping to units with shutoff valves and unions.
3.4 DOMESTIC CIRCULATION PUMP WITH ADAPTIVE VARIABLE SPEED DRIVE
A. Install equipment in accordance with manufacturer's installation instructions. Install units plumb and level, firmly anchored in locations indicated, and maintain manufacturer's recommended clearances.
B. Orients so controls and devices needing service and maintenance have adequate access.
C. Connect water piping to units with shutoff valves and unions.
D. Equipment Start-Up:
1. Set pump in temp control mode for start up.
2. Seismic Verification:
a. Contractor will retain structural engineer who will submit stamped and signed anchoring and restraint details on plumbing equipment with submittal data in accordance with Division 22, Plumbing requirements.
b. Contractor's Structural Engineer will test and verify in writing that seismic restraints have been installed in accordance with their details.
3.5 GARBAGE DISPOSAL
A. Examine areas and conditions under which equipment is to be installed. Do not proceed with work until unsatisfactory conditions have been corrected.
B. Install complete food waste disposal system including water, waste connections, and electrical connection, including associated control devices. Install equipment in accordance with manufacturer's installation instructions. Install units plumb and level, firmly anchored in locations indicated, and maintain manufacturer's recommended clearances. Set devices and adjust any support or mounting assemblies per manufacturer's recommendations.
February 4, 2026
C. Water supplies, as applicable are to be provided with shut-off valves, solenoid valves, backflow preventers and water hammer arrestors.
D. Coordinate power requirements and connection methods with Division 26.
E. Equipment Start-Up:
1. Start-up, test, and adjust equipment in accordance with manufacturer's start-up instructions. Check and calibrate controls.
2. Start-up performed by authorized manufacturer's representative or agent. Provide credentials of start-up personnel to Owner, Architect and Owner's Authorized
Representative for approval.
END OF SECTION
NO
RT
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SA
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IA
M H
IG
HW
AY
NORTH FORK ROAD
E
GA
TE
12" SD
24" SD
EXISTING
SEEDLING
BLDG
FF = 688.6
MB
FIRE SHOP BUILDING
4,251 SF
OFFICE BUILDING
6,825 SF
T
TT
47 5044
JOIN EXISTING
INV 685.70
IN
V
4.8
INV 685.50
INV 684.06
SEPTIC TANKS
DESIGN BY OTHERS
S=0.
S= 0.0
IN
V
5.0
IN
V
4.2
S=0.014
4" SS
PIPING TO DRAINFIELD
PER SEPTIC DESIGN
4" SS
4"
SS
4" SS
S=0.010 4" SS
10" SD
12" SD
8" SD
12" SD
12" SD
12" SD
12" SD
E NG I NE ERREG
ISTERED PROFESSIONAL
103436PE
OREGONK E R R Y S E S S I O N S
EXPIRATION DATE: 06/30/2026
SEPT . 12 , 2023
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PROJECT NUMBER:
SHEET TITLE:
DRAWN BY:
CONSULTANT:
SHEET:
Suite 300 www.lrsarchitects.com Portland OR 97209
AR CHI TE C TS
720 NW Davis 503.221.1121
Bid Set
ODF NCD
Santiam Facility
North Cascade District Headquarters 22965 North Fork Road
SE
Lyon, OR 97358
223294
LRS Architects, Inc. © 2024
WILLAMETTE VALLEY
541.223.5130 WWW.CIVILWEST.COM
IJB
C103 2/4/2025
UTILITY PLAN
WATER CONSTRUCTION NOTES:
JOIN EXISTING 6" PVC WATER
INSTALL NEW FIRE HYDRANT
CONSTRUCT 6" HYDRANT LATERAL AND VALVE.
CONNECT TO EXISTING 6" PVC PIPE.
NEW 2" WATER METER TO BE INSTALLED BY
LYONS-MEHAMA WATER DISTRICT
CONSTRUCT 6" PVC FIRE SERVICE LINE
CONSTRUCT 2.5" PVC DOMESTIC WATER
SERVICE LINE
INSTALL 6" WATTS SERIES 757 DOUBLE
DETECTOR CHECK ASSEMBLY (OR OWNER
APPROVED EQUIVALENT) IN UNDERGROUND
VAULT
INSTALL FIRE DEPARTMENT CONNECTION
INSTALL WATTS LF009M2-QT 2 (2") BACKFLOW
PREVENTOR IN WATTS WPHR-2-G INSULATED
ENCLOSURE (OR OWNER APPROVED
EQUIVALENT) INSTALLED ON A CONCRETE PAD.
PROVIDE ELECTRICAL SERVICE FOR
FREEZE-PROTECTION HEATING.
INSTALL TOP FILL STATION
INSTALL IRRIGATION BACKFLOW PREVENTER
PER LANDSCAPE PLAN
CONSTRUCT 2" PVC WATERLINE TO RECONNECT
WATER TO SEEDLING BUILDING
NOTE:
THIS PLAN DOES NOT
SHOW THE PROPOSED
SEPTIC DESIGN FOR THE
PROJECT THAT WILL BE
DESIGNED BY OTHERS.
N
PLAN SCALE
1"=20'
020 20 40
MISC. UTILITY NOTES:
UNDERGROUND POWER TO BE INSTALLED BY
CONSUMER POWER INC
NEW TRANSFORMER PER ELECTRICAL SHEETS
(NOT USED)
CONNECT ENTRY GRATE DRAIN TO BUILDING
SANITARY PIPING PER PLUMBING SHEETS
UNDERGROUND REFRIGERANT PIPING PER
MECHANICAL SHEETS
CONSTRUCT 4" PVC SEWER LINE
SHEET NOTES:
1. CONTRACTOR SHALL CONTACT "ONE CALL" FOR UTILITY
LOCATES PRIOR TO THE START OF ANY EXCAVATION.
2. CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES
PRIOR TO COMMENCING CONSTRUCTION. IF THE
LOCATION OR CONNECTIONS OF UNDERGROUND
UTILITIES DIFFER FROM THOSE SHOWN ON THE PLANS,
OR IF UNMARKED UTILITIES ARE DISCOVERED, THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT
ENGINEER.
1 ADDENDUM 01 1/9/2026
3 ADDENDUM 03 2/02/2026
4 ADDENDUM 04 2/04/2026
H Y D
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IRR
IRR
IRR
IRR
IRR
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CO
CO
COMH MH
GA
TE
GA
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EX. RET WALL
GA
TE
E
MB
688.37TC
687.92FS
688.46TC
688.11FS
688.06TC
0"CF
688.02TC
0"CF
688.42TC
687.97FS
8.0
8.0
8.5
FS
-G B
8.1
FS
-G B
8.0
FS
-G B
8.4
FS
-G B
1.5%
1.5%
1.5%
1.5%
8.4
4F S
1.0
688.36TC
687.86FS
1.5%
0.6%
1.0
1.0
1.0
1.5%
1.0
687.72FS
1.5%
688.11 TC
687.61 FS
RIDGE
LIN
E
.5
FS
SS
SS
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SS
SS
H Y D
IRR
IRR
IRR
IRR
IRR
IRR
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COMH MH
GA
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GA
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EX. RET WALL
GA
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MB
688.37TC
687.92FS
688.46TC
688.11FS
688.06TC
0"CF
688.02TC
0"CF
688.42TC
687.97FS
8.0
8.0
8.5
FS
-G B
8.1
FS
-G B
8.0
FS
-G B
8.4
FS
-G B
1.5%
1.5%
1.5%
1.5%
8.4
4F S
1.0
688.36TC
687.86FS
1.5%
0.6%
1.0
1.0
1.0
1.5%
1.0
687.72FS
1.5%
688.11 TC
687.61 FS
RIDGE
LIN
E
.5
FS
FF = 688.70
FF =
688.70
T MT
SITE EASEMENTS
SITE SETBACKS
SITE PROPERTY BOUNDARY
PROPOSED BUILDING
SITE EGRESS PATH TO RIGHT OF WAY
PROPOSED CONCRETE SIDEWALK
*R *P
RESTRICTED ENTRY NOT ON
ACCESSIBLE ROUTE
PUBLIC ENTRY ON ACCESSIBLE
ROUTE
* ENTRY/EXIT ACCESS TO ACCESSIBLE
MEANS OF EGRESS
EXISTING BUILDING
SITE POLE LIGHTING
TRAFFIC ARROW
EXISTING FIRE HYDRANT
HYD
FDC FIRE DEPARTMENT CONNECTION
0' - 0" SPOT GRADE ELEVATION
FINISH FLOOR ELEVATIONF.F. 123'
# NO. OF PARKING SPACES IN GROUP
BOLLARD
EXISTING SITE LIGHTING
FIRE HYDRANT
HYD
EXISTING SITE EASEMENTS
EXISTING FENCE
7'-0" HIGH PROPOSED FENCE
WALL MOUNTED BUILDING LIGHT
EXISTING SITE NOT IN SCOPE
ASPHAULT SPEED HUMP
A.
B.
C.
D.
E.
F.
G.
H.
SITE INFORMATION IS BASED ON OWNERS SURVEY
DATED 06/13/24 BY CIVIL WEST ENGINEERING
SERVICES, INC.
ALL SURVEY INFORMATION INDICATING ALL EXISTING
CONDITIONS ARE SHOWN FOR REFERENCE ONLY.
SEE A100i FOR STANDARD ACCESSIBILITY
REQUIREMENTS.
ALL PARKING SPACE DIMENSIONS ARE TO ASPHALT
SIDE OF CURB. PARKING SPACES ARE 9’-0” OC UNO.
STREET, PARKING, DRIVE CUTS, AND/ OR PUBLIC
RIGHT OF WAY INFORMATION ARE SHOWN FOR
REFERENCE ONLY. SEE CIVIL DRAWINGS FOR
DETAILED INFORMATION.
DIMENSIONS SHOWN ON THIS PLAN ARE FOR
GENERAL LAYOUT OF THE BUILDINGS AND SITE
ELEMENTS.
REFER TO THE LEGAL SURVEY (PROVIDED BY
OTHERS) FOR PROPERTY LINE DIMENSIONS AND
EXACT LOCATIONS OF EXISTING SITE ELEMENTS.
SEE CIVIL FOR TYPICAL DIMENSIONS UNO.
'-0
'-2
'-0
5'-0"
5'-0"
PARKING
LOT 01
(PUBLIC
PARKING)
A901
A501 86
'-0
20'-0"
SETBACK LINE
20'-0"
'-0
'-0
24'-0" 20'-0"
10'-0"
'-0
A501 912
A901
A901
4 TYP
G0003
5'-0"
012 012012013
012012
PARKING LOT 02
(STAFF PARKING)
10'-6"
40'-0"
CL
CL
30'-0"
C L 5' -0
" 43'-7"
CL
CL
2'-0"
'-8
48'-3"
CL87'-11"
C L
C L
'-7
CLCL 52'-6"
C L C L
'-0
'-3
'-6
A901
TYP
10'-0"
TY
P
'-0
TO EDGE O
F PAVEMENT
'-3
040040
G0003
A241 10
A501 1 A502
A5023
'-1
0"
'-0
012 012
012012
PARKING LOT 03
(FLEET PARKING)
'-0
29'-4"
TYP
10'-0"
'-0
10'-0"
'-0
TRUE NORTH
PROJECT NUMBER:
SHEET TITLE:
DRAWN BY:
CONSULTANT:
SHEET:
Suite 300 www.lrsarchitects.com
Portland OR 97209
A R C H I T E C T S 720 NW Davis 503.221.1121
KEY PLAN:
2/ 4/
1:
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Author
A002
ARCHITECTURAL
ENLARGED SITE
PLAN
Bid Set
ODF NCD
Santiam Facility
North Cascade District Headquarters 22965 North Fork Road SE Lyons, OR 97358
223294
10/15/2025
LRS Architects, Inc. © 2024
LEGEND
0 10' 20' 40'
KEYNOTES
007 NEW CHAIN LINK FENCE
008 NEW CHAIN LINK MOTORIZED CANTILEVERED SLIDE
GATE
010 CONCRETE BENCH WITH WOOD PLANK SEAT
011 NEW CONCRETE SIDEWALK
012 CONCRETE FILLED BOLLARDS, , SEE DETAIL 6/A901
013 TOP FILL STATION WATER BOOM, 8' LONG
STATIONARY CANTILEVER ARM, SEE CIVIL &
PLUMBING
014 RELOCATE FLAG POLE WITH UP LIGHTING
015 NEW ODF MONUMENT SIGN
031 NEW SITE POLE LIGHTING, TYP
033 NEW LIT FIRE DANGER SIGN
034 RAISED ASPHALT SPEED HUMP
035 10'X20' PARKING SPACES, TYP
037 EXTERIOR WALK-OFF BOOT GRATE
039 ASPHALT AREA AT RECYCLE/TRASH
040 GATE OPERATOR AND PAD, PER MANUF
041 STORMWATER RETENTION POND, SEE CIVIL
042 CONCRETE PAD AND 8'-0" CHAIN LINK FENCE W/
BLACK PRIVACY SLATS AT SITE EQUIPMENT
045 (2) RV PARKING STALLS
046 CHAIN LINK FENCE ENCLOSURE
047 NEW FIRE HYDRANT, SEE CIVIL
048 NEW CHAIN LINK MANUAL SWING GATES
049 LEFT-HAND PEDESTAL FOR SWIPE CARD READER,
LOCK BOX, WITH CAMERA TOWARD INCOMING
TRAFFIC. LOCK BOX TO CONTAIN FIRE DEPARTMENT
KEY SET WITH ACCESS FOR EACH BUILDING AS
WELL AS FOB FOR VEHICULAR GATE ACCESS.
052 LOCK BOX TO CONTAIN FIRE DEPARTMENT KEY SET
WITH ACCESS FOR EACH BUILDING AS WELL AS FOB
FOR VEHICULAR GATE ACCESS.
053 PROVIDE PUCK READERS FOR INGOING VEHICLES.
ADJUST SENSITIVITY FOR MOTORCYCLE TRAFFIC.
054 FENCE GATE BY NEIGHBOR, NOT IN SCOPE
055 PAVED STALL FOR TEMPORARY GENERATOR
TRAILER
056 STRIPING ON PAVEMENT
058 CPI INSTALLED (2) 2'X3' VAULTS ALONG WEST
PROPERTY LINE. NEIGHBOR'S ACCESS ROAD TO
SHIFT EAST 6"-12"TO CLEAR VAULTS. CONTRACTOR
TO COORDINATE WITH ARCHITECT AND OWNER.
059 SEPTIC SYSTEM LOCATION, SEE SANITARY SYSTEM
DRAWINGS
060 SURFACE MOUNTED SEPTIC SYSTEM CONTROL
LOCATION, SEE SANITARY SYSTEM DRAWINGS
GENERAL NOTES
SCALE: 1/16" = 1'-0"A002
3. ENLARGED SITE PLAN - PARKING LOT 01
SCALE: 1/16" = 1'-0"A002
1. ENLARGED SITE PLAN - PARKING LOT 02
SCALE: 1/16" = 1'-0"A002
2. ENLARGED SITE PLAN - PARKING LOT 03
1 BID Set Rev 11/05/25
4 ADDENDUM 04 02/04/26
H Y D
STUMP
WM
GM
IRR
IRR
IRR
IRR
IRR
IRR
WM
CO
CO
COMH MH
SAWCUTLINE
NO
RT
H
SA
NT
IA
M H
IG
HW
AY
NORTH FORK ROAD
EXISTING
SEEDLINE
BLDG
FF = 688.6
EXISTING
OREGON
STATE BLDG
FF = 691.1
GA
TE
GA
TE
H
YD
12" SD
24" SD
EX. RET WALL
GA
TE
S
ES
S w
MB
w
688.37TC
687.92FS
688.46TC
688.11FS
688.06TC
0"CF
688.02TC
0"CF
688.42TC
687.97FS
8.0
8.0
8.5
FS
-G B
8.1
FS
-G B
8.0
FS
-G B
8.4
FS
-G B
1.5%
1.5%
1.5%
1.5%
8.4
4F S
1.0
688.36TC
687.86FS
1.5%
0.6%
1.0
1.0
1.0
1.5%
1.0
687.72FS
1.5%
688.11 TC
687.61 FS
RIDGE
LIN
E
.5
FS
A.
B.
C.
D.
E.
F.
G.
H.
SEE A200 SERIES 1/8” SCALE PLANS FOR ADDITIONAL
INFORMATION.
SITE INFORMATION FOR REFERENCE ONLY. SEE SITE
PLANS.
ALL DIMENSIONS ARE TO FACE OF STUD UNO OR
CENTER OF WINDOW OPENING, COLUMN, OR GRID.
EXTERIOR DIMENSIONS ARE TO FACE OF
FOUNDATION/FACE OF FRAMING. DIMENSIONS
INDICATED AS “CLR MIN” ARE TO FACE OF FINISH.
ALL DOOR OPENINGS PERPENDICULAR TO A WALL
ARE 5" TO WALL UNO.
FOR WINDOW TYPES, SEE EXTERIOR ELEVATIONS.
SEE SHEET A101A FOR STANDARD FIXTURE
MOUNTING HEIGHTS AND REQUIREMENTS UNO.
SEE SHEET A130 FOR WALL TYPES. SEE FINISH PLAN
FOR FLOORING TRANSITIONS.
REVIEW ALL PLAN AND PROJECT SPECIFICATIONS
PRIOR TO ANY CONSTRUCTION WORK. NOTIFY
ARCHITECTS OF ANY DISCREPANCIES BETWEEN
WORK SHOWN ON PLANS OR SPECIFICAITONS AND
ACTUAL SITE CONDITIONS PRIOR TO START OF WORK.
1'
2'
3'
M LO
SHOP OFFICE
METALS SHOP
WOOD SHOP
VEHICLE BAYS210
FIRE CACHE
HOSE DRYING AREA
C O
U N
TE
R
W D
ELEC
DRYING ROOM &
LAUNDRY
(28) LOCKERS
FIRE RISER
BREAK
'-6
'-6
'-0
127'-0"
1 6 T N E
1 6 T N E
1 6 T N E
1 6 T N E
1 6 T N E
1 6 T N E
N
A502
A502
A5023
A502 1
TYP.
FDFD
FD
FD
FD
WH
TYP.
12'-0" 30'-0"2'-0" 6'-0"
HALLWAY
'-2
6'
-8
'-2
209A
209E
209B209C
209D210B
210A
STORAGE CAGE
A602
A602
A602
A602
COMMS CLOSET
2'-0" 12'-0" 2'-0" 12'-0" 2'-0" 12'-0"
CL6"
12'-0" 2'-0" 12'-0" 2'-0" 12'-0" 2'-0"
'-0
7'
-6
7' -6
A241
P
A612
A612
A612
202C
ADA SHOWER
202B
SHOWER RM
202A
RESTROOM /
SHOWERS
202D
JAN.
2A
208B
2C
202D
12'-0" 2'-0"6'-0" 5'-6" 12'-0" 5'-6"
1 6 T N E
F1
'-1 0"
6' -1
'-2
9'-0 1/4"
CLCL 16'-8" 22'-3 3/4"
C L
'-0
CL21'-8"
6"
6"
A901
10 TYP
A 6 A N S
A 4 - N S
A 4 - N S
A103
23'-0" 2'-0" 9'-0 1/4"
A951
2 TYP
A951
3 TYP
A241 10
FD
FD
FD
1/ 8"
1/
8"
A - A N S
SEE A100 CODE SERIES CODE ANALYSIS PLANS
AND WALL TYPE SHEETS FOR ADDITIONAL
INFORMATION.
EXTERIOR WALLS:
EXTERIOR WALL FINISH VARY. SEE EXTERIOR
ELEVATIONS AND WALL SECTIONS FOR
LOCATIONS, UNO.
TYPICAL WALL W/SIDING SYSTEM IS TYPE
INTERIOR WALLS:
TYPICAL INTERIOR WALL IS TYPE
1 6 T N E
TRUE NORTH
PROJECT NUMBER:
SHEET TITLE:
DRAWN BY:
CONSULTANT:
SHEET:
Suite 300 www.lrsarchitects.com
Portland OR 97209
A R C H I T E C T S 720 NW Davis 503.221.1121
KEY PLAN:
2/ 4/
1:
:0
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D oc s:
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Author
A202
FLOOR PLAN -
FIRE SHOP
BUILDING
Bid Set
ODF NCD
Santiam Facility
North Cascade District Headquarters 22965 North Fork Road SE Lyons, OR 97358
223294
10/15/2025
LRS Architects, Inc. © 2024
KEYNOTES
012 CONCRETE FILLED BOLLARDS, , SEE DETAIL
6/A901
202 RECESSED SLAB FOR BOOT GRATE WITH
DRAIN. SEE STRUCTURAL AND PLUMBING
203 WALL HEATER ON TIMER
204 DRINKING FOUNTAIN W/ BOTTLE FILL
206 UTILITY SINK
207 CHAIN LINK CAGE W/ DOOR
216 ICE MAKER, PROVIDE FLOOR DRAIN
217 WALL MOUNTED ICE MAKER FILTER
GENERAL NOTES
SCALE: 1/8" = 1'-0"A202
1. FLOOR PLAN - FIRE SHOP BUILDING
0 4' 8' 16'
WALL TYPES
1 BID Set Rev 11/05/25
4 ADDENDUM 04 02/04/26
A. COORDINATE INSTALLATION OF PIPING BELOW AND ABOVE GRADE
WITH STRUCTURAL COMPONENTS AND OTHER SYSTEMS
INSTALLATIONS.
B. COORDINATE FIXTURES, EQUIPMENT, PIPE ROUGH-IN/CONNECTION
LOCATIONS AND DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS.
C. PIPING ROUTED THROUGH ROOF TO BE INSTALLED PER
ARCHITECTURAL REQUIREMENTS (SEE ARCHITECTURAL DETAILS).
D. LOCATE ALL VTR A MINIMUM OF 10'-0" FROM OUTSIDE AIR OPENINGS
OF ROOFTOP HVAC EQUIPMENT.
E. EXTERIOR HOSE BIBBS TO BE MOUNTED AT 24 INCHES ABOVE FINISH
GRADE (UNLESS SPECIFICALLY NOTED OTHERWISE).
F. LOCATE VALVES FOR SERVICE ACCESSIBILITY. VALVES INSTALLED
ABOVE CEILING SHALL BE WITHIN 18" OF CEILING.
G. INSTALL OVERHEAD PIPING AS CLOSE TO STRUCTURE AS POSSIBLE IN
AREAS WITH EXPOSED ROOF STRUCTURE.
H. REFER TO SPECIFICATIONS FOR SEISMIC RESTRAINT REQUIREMENTS
FOR PIPING AND EQUIPMENT.
I. PROVIDE CLEANOUTS FOR SANITARY WASTE AND STORM DRAINAGE
SYSTEMS WHERE SHOWN AND AS OTHERWISE REQUIRED BY CODE.
J. VERIFY LOCATIONS OF CONNECTIONS TO PIPING INSTALLED BY SITE
CONTRACTOR.
K. PIPING INSTALLED IN EXTERIOR WALLS TO BE INSTALLED ON WARM
SIDE OF INSULATION.
L. FURNISH AND INSTALL VALVES, TRAPS, STRAINERS, BACK FLOW
PREVENTERS, ETC. NOT FURNISHED BY EQUIPMENT SUPPLIER, BUT
REQUIRED FOR PROPER EQUIPMENT OPERATION.
M. SHUT-OFF VALVES TO BE INSTALLED IN ALL WATER PIPING AT
LOCATIONS SHOWN. PROVIDE ACCESS PANELS IF CEILING AND
STRUCTURAL CONDITIONS DO NOT ALLOW NORMAL ACCESS.
COORDINATE EXACT TYPE AND LOCATION WITH OWNER AND
GENERAL CONTRACTOR PRIOR TO ROUGH-IN.
N. SEE PLUMBING FIXTURE SCHEDULE FOR PIPE CONNECTION SIZES.
O. COORDINATE INSTALLATION OF DUCTWORK, PIPING, FIXTURES,
EQUIPMENT, ETC. WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL,
ELECTRICAL AND FIRE PROTECTION SYSTEMS PRIOR TO
INSTALLATION.
P. REFER TO ARCHITECTURAL DRAWINGS FOR ADA ACCESSIBILITY
REQUIREMENTS.
Q. PROVIDE CEILING ACCESS PANELS FOR VALVES LOCATED ABOVE
INACCESSIBLE CEILING SYSTEMS. VALVES INSTALLED ABOVE CEILING
SHALL BE WITHIN 18" OF CEILING. MAINTAIN FIRE RATINGS WHERE
REQUIRED.
GENERAL PLUMBING NOTES
PROJECT NUMBER:
SHEET TITLE:
DRAWN BY:
CONSULTANT:
SHEET:
Suite 300 www.lrsarchitects.com
Portland OR 97209
A R C H I T E C T S 720 NW Davis 503.221.1121
EXPIRES: 12/31/26
/4
/2
:0
:3
P M
A u to d e s k D o c s /2
O
D F
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D S a n ti a m F a c ili ty /O
D F
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D
M E
P
R
.r v t
TK
P001
SYMBOL LIST
AND GENERAL
NOTES -
PLUMBING
Bid Set
ODF NCD
Santiam Facility
North Cascade District Headquarters 22965 North Fork Road
SE
Lyons, OR 97358
223294
10/15/2025
LRS Architects, Inc. © 2024
P001 SYMBOL LIST AND GENERAL NOTES - PLUMBING
P002 SCHEDULES - PLUMBING
P201 UNDERGROUND PLAN - OFFICE BUILDING - PLUMBING
P202 UNDERGROUND PLAN - FIRE SHOP BUILDING - PLUMBING
P203 FLOOR PLAN - OFFICE BUILDING - PLUMBING
P204 FLOOR PLAN - FIRE SHOP BUILDING - PLUMBING
P205 FLOOR PLAN - CONDENSATE - OFFICE BUILDING - PLUMBING
P206 FLOOR PLAN - CONDENSATE - FIRE SHOP BUILDING - PLUMBING
P240 ENLARGED PLANS - PLUMBING
P301 ROOF PLAN - OFFICE BUILDING - PLUMBING
P302 ROOF PLAN - FIRE SHOP BUILDING - PLUMBING
P701 DETAILS - PLUMBING
SHEET INDEX
PLUMBING SYMBOL LIST
NOTE: This is a standard symbol list and not all items listed may be used.
Control Symbols
FLOW METER
General
DETAIL NUMBER AND SHEET LOCATION
KEYED NOTE
SECTION NUMBER AND SHEET LOCATION
NEW WORK
PIPE OR CONDUIT BELOW GRADE
CONTINUATION
PIPE BELOW GRADE
POINT OF CONNECTION
FIXTURE TAG (LEVEL BELOW FIXTURE)
HVAC EQUIPMENT IDENTIFICATION (REF. ONLY)
PLUMBING EQUIPMENT IDENTIFICATION
Piping Fittings
ACCESS PANEL
AQUASTAT
AREA DRAIN
BLIND FLANGE
CAP
CATCH BASIN
CLEANOUT TO GRADE
CONCENTRIC REDUCER
DOWNSPOUT NOZZLE
ECCENTRIC REDUCER
FLEXIBLE CONNECTION
FLOOR CLEANOUT
FLOOR DRAIN
FLOOR SINK
FLOW DIRECTION
FLOW SWITCH
HOSE BIBB / WALL HYDRANT
HUB DRAIN
PIPE DROP
PIPE RISE
PRESSURE GAUGE WITH COCK
PRESSURE RELIEF
PUMP
SHOCK ABSORBER / WATER HAMMER ARRESTOR
STRAINER
T&P RELIEF VALVE WITH PIPE TO DRAIN
TEE DOWN ON PIPE
TEE UP ON PIPE
TEMPERATURE SENSOR
TEST PORT
THERMOMETER
Abbreviations
AFF ABOVE FINISHED FLOOR
AP ACCESS PANEL
AC AIR COMPRESSOR
& AND
A AQUASTAT, ARCHITECT, ANCHOR, AMPHERE
AD AREA DRAIN, AIR DRYER
@ AT
BFP BACKFLOW PREVENTER
BV BALANCING VALVE
BFF BELOW FINISHED FLOOR
BF BLIND FLANGE
BTUH BRITISH THERMAL UNITS PER HOUR
BLDG BUILDING
CV CHECK VALVE
CP CIRCULATION PUMP
CO CLEANOUT
CW COLD WATER
CD CONDENSATE DRAIN
CONT. CONTINUATION
CFH CUBIC FEET PER HOUR
CFS CUBIC FEET PER SECOND
DW DISHWASHER, DOMESTIC WATER
DET DOMESTIC EXPANSION TANK
DCVA DOUBLE CHECK VALVE ASSEMBLY
DN DOWN
D DRAIN
DFU DRAINAGE FIXTURE UNIT
DWV DRAINAGE, WASTE AND VENT
DF DRINKING FOUNTAIN
EWC ELECTRIC WATER COOLER
EWH ELECTRIC WATER HEATER
ELECT ELECTRICAL
EEW EMERGENCY EYE WASH
ESH EMERGENCY SHOWER
(E) EXISTING
EJ EXPANSION JOINT
FT FEET
FPS FEET PER SECOND
FFE FINISHED FLOOR ELEVATION
F FIRE, FAHRENHEIT
FC FLEXIBLE CONNECTOR
FL FLOOR
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FS FLOOR SINK, FLOW SWITCH
FV FLUSH VALVE
' FOOT, FEET
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
GD GARBAGE DISPOSER, GARAGE DRAIN
HD HEAD, HUB DRAIN
HP HEAT PUMP, HORSE POWER, HOUSEKEEPING PAD
HVAC HEATING, VENTILATING AND AIR CONDITIONING
HZ HERTZ
HB HOSE BIBB
HW HOT WATER
HWFU HOT WATER FIXTURE UNIT
HWR HOT WATER RETURN
IN, " INCHES
IW INDIRECT WASTE
INV INVERT ELEVATION
KW KILOWATT
L LAVATORY
MAX MAXIMUM
HG MERCURY
MIN MINIMUM
MX MIXING VALVE
MS MOP SINK
MH MOUNTING HEIGHT, MANHOLE
(N) NEW
NPCW NON-POTABLE COLD WATER
NOP NORMALLY OPEN
N NORTH
N/A NOT APPLICABLE
NIC NOT IN CONTRACT
NTS NOT TO SCALE
# NUMBER
NO. NUMBER
OFCI OWNER FURNISHED, CONTRACTOR INSTALLED
OFOI OWNER FURNISHED, OWNER INSTALLED
PH PHASE
PLBG PLUMBING
P PLUMBING, PUMP
POC POINT OF CONNECTION
PSI POUNDS PER SQUARE INCH
PD PRESSURE DROP, PLUMBING DEMOLITION, PUMPED DISCHARGE
PG PRESSURE GAUGE
PRV PRESSURE REDUCING VALVE
PS PRESSURE SWITCH
QTY QUANTITY
RWL RAINWATER LEADER
RPBP REDUCED PRESSURE BACKFLOW PREVENTER
RV RELIEF VENT, RELIEF VALVE
RPM REVOLUTIONS PER MINUTE
SAN SANITARY
SJ SEISMIC JOINT
SB SERVICE BOX
SS SERVICE SINK
SHT SHEET
SA SHOCK ARRESTOR
SH SHOWER
SOV SHUT OFF VALVE
S, SK SINK
SF SQUARE FEET
SD STORM DRAIN
TEMP TEMPERATURE
T&P TEMPERATURE AND PRESSURE
T TEMPERATURE, THERMOMETER
TP TRAP PRIMER, TOTAL PRESSURE
TD TRENCH DRAIN
TYP TYPICAL
U, UR URINAL
V VACUUM, VENT, VOLT
VFD VARIABLE FREQUENCY DRIVE
VS VENT STACK
VTR VENT THRU ROOF
WCO WALL CLEANOUT
WB WASHER BOX
W WASTE
WS WASTE STACK
WC WATER COLUMN
WC WATER COLUMN, WATER CLOSET
WHA WATER HAMMER ARRESTOR
WH WATER HEATER, WALL HYDRANT
WSFU WATER SUPPLY FIXTURE UNIT
W/ WITH
TRAP PRIMER MANIFOLD
TRENCH DRAIN
UNION
VACUUM RELIEF
VENT THROUGH ROOF
WALL CLEANOUT
Piping Systems
120%%d HOT WATER PIPING
120%%d HOT WATER RETURN PIPING
140%%d HOT WATER PIPING
COLD WATER PIPING
COMPRESSED AIR PIPING
CONDENSATE / INDIRECT DRAIN PIPING
FIRE PROTECTION PIPING
HOT WATER PIPING
HOT WATER RETURN PIPING
NON-POTABLE COLD WATER PIPING
SANITARY VENT PIPING
SANITARY WASTE OR SOIL PIPING ABOVE GRADE OR FINISHED
FLOOR
SANITARY WASTE OR SOIL PIPING BELOW GRADE OR FINISHED
FLOOR
TEMPERED WATER PIPING
TRAP PRIMER PIPING
Valves
BACKFLOW PREVENTER
BACKWATER VALVE
BALANCING VALVE
CHECK VALVE
GLOBE VALVE
HOSE END DRAIN VALVE
PRESSURE REDUCING VALVE
SHUTOFF VALVE, GENERAL
PROJECT
CONTACT
www.interfaceengineering.com
TODD KOLIBABA
2023-1388
100 SW Main Street, Suite 1600 Portland, OR 97204
TEL 503.382.2266
4 Addendum 04 02/04/2026
EXPIRES: 12/31/26
SYMBOL FIXTURE TYPE DESCRIPTION MFR MODEL ACCESSORIES W V CW HW NOTES
BV-1 BALANCING VALVE DOMESTIC HOT WATER RETURN -
BUILDING
1.0 GPM TOUR &
ANDERSSEN
786 -- -- 3/4 --
BV-2 BALANCING VALVE DOMESTIC HOT WATER RETURN -
BUILDING
3 GPM TOUR &
ANDERSSEN
786 -- -- 3/4 --
DET-1 DOMESTIC WATER
EXPANSION TANK -
ASME
6.4 GALLON CAPACITY, WELDED
STEEL CONSTRUCTION,
HEAVY-DUTY BUTYL DIAPHRAGM,
SEPARATE RIGID
POLYPROPYLENE-LINED WATER
RESERVOIR, AIR-CHARGING VALVE,
ASME CERTIFIED
AMTROL
THERM-X-TROL
ST-12C-DD --- --- 3/4" --- OFFICE BUILDING
DET-2 DOMESTIC WATER
EXPANSION TANK -
ASME
6.4 GALLON CAPACITY, WELDED
STEEL CONSTRUCTION,
HEAVY-DUTY BUTYL DIAPHRAGM,
SEPARATE RIGID
POLYPROPYLENE-LINED WATER
RESERVOIR, AIR-CHARGING VALVE,
ASME CERTIFIED
AMTROL
THERM-X-TROL
ST-12C-DD --- --- 3/4" --- SHOP BUILDING
LMV-1 LAVATORY MIXING
VALVE
THERMOSTATIC MIXING VALVE,
ASSE 1070 COMPLIANT, INTEGRAL
CHECK VALVES, LEAD FREE
WATTS LFMMV --- --- 1/2" 1/2" INSTALL ON ALL
LAVATORIES AND SINKS
MMV-1 MASTER MIXING VALVE
- SHOP BUILDING
DIGITAL MIXING VALVE, ASSE 1017
COMPLIANT, INTEGRAL CHECK
VALVES, LEAD FREE, SET POINTS
BETWEEM 60-180 F, MIN. FLOW .5
GPM, 5 PSI LOSS 16 GPM
HEAT-TIMER 915671-00 --- 3/4" 3/4" OUTLET 3/4", PROVIDE
HOT & COLD TEMP
SENSORS, COORDINATE
WITH DIV. 26, POWER
115V/ 1 PH / 20 A
TC-1 TIME CLOCK - OFFICE
BUILDING
DOMESTIC HOT WATER SYSTEM GRASSLIN FM1D14-AV -- -- -- -- COORDINATE WITH DIV
26 TO CONTROL THE
RECIRC PUMP, PROVIDE
A TIME CLOCK 115V / 1
PH, 24 HOUR / 7 DAYS A
WEEK
TC-2 TIME CLOCK - SHOP
BUILDING
DOMESTIC HOT WATER SYSTEM GRASSLIN FM1D14-AV -- -- -- -- COORDINATE WITH DIV
26 TO CONTROL THE
RECIRC PUMP, PROVIDE
A TIME CLOCK 115V / 1
PH, 24 HOUR / 7 DAYS A
WEEK
NOTES: COORDINATE WITH DIV. 26
PLUMBING DEVICES SCHEDULE
BASIS OF DESIGN CONNECTION
GD-1 GARBAGE DISPOSAL WITH S-1 / OFFICE & SHOP BUILDINGS INSINKERATOR BADGER 1 120 1 5.6 1/3 HP PROVIDE TOP SWITCH BUTTON STS-00, COORDINATE WITH DIV. 26
TP-1 ELECTRONIC TRAP PRIMER OFFICE BUILDING PRECISION PLUMBING
PRODUCTS
PRIME TIME 120 1 2 6.3 --- CONTROLLER INCLUDES CIRCUIT BREAKER,
MANUAL SWITCH, AND TIME CLOCK. SERVES
1 TO 30 DRAINS.
TP-2 ELECTRONIC TRAP PRIMER SHOP BUILDING PRECISION PLUMBING
PRODUCTS
PRIME TIME 120 1 2 6.3 --- CONTROLLER INCLUDES CIRCUIT BREAKER,
MANUAL SWITCH, AND TIME CLOCK. SERVES
1 TO 30 DRAINS.
NOTES: COORDINATE WITH DIV. 26.
MISCELLANEOUS EQUIPMENT SCHEDULE
SYMBOL EQUIPMENT TYPE LOCATION / SERVING
BASIS OF DESIGN ELECTRICAL
COMMENTSMFR MODEL VOLTS PH AMPS WATTS HP CP-1 DOMESTIC HOT WATER
CIRCULATING PUMP
DOMESTIC HOT WATER
SYSTEM/ OFFICE BUILDING
BELL & GOSSETT ECOCIRC XL
55-45
5 20 208 1 .02-2.0 30-500 .5 CAST IRON BODY, IN-LINE PUMP
CP-2 DOMESTIC HOT WATER
CIRCULATING PUMP
DOMESTIC HOT WATER
SYSTEM/ SHOP BUILDING
BELL & GOSSETT ECOCIRC XL
55-45
5 20 208 1 .02-2.0 30-500 .5 CAST IRON BODY, IN-LINE PUMP
NOTE:
PUMP SCHEDULE
SYMBOL EQUIPMENT TYPE LOCATION / SERVING
BASIS OF DESIGN FLOW
RATE
(GPM)
HEAD (FT
H2O)
ELECTRICAL
COMMENTSMFR MODEL VOLTS PH AMPS WATTS HP
COORDINATE WITH DIV 26 FOR POWER CONNECTIONS
MFR MODEL VOLTS PH AMPS KW
DWH-1 ELECTRIC WATER HEATER OFFCIE BUILDING RHEEM HPLD40-1RH 36 4,200 60 27 4500 5,000 208 1 21 5 PROVIDED WITH OUTLET DUCT ADAPTOR
KIT, COORDINATE WITH DIV 23 FOR
EXHAUST DUCT, 30 AMP BREAKER,
PROVIDE WITH WIFI CAPABLE CONNECTION
AND THE ECONET APP REMOTELY
MONITOR. TOTAL WT: 478 lbs
DWH-2 ELECTRIC WATER HEATER SHOP BUILDING RHEEM HPLD80-1RH 72 4,200 87 27 4500 21 208 1 21 5 PROVIDED WITH OUTLET DUCT ADAPTOR
KIT, COORDINATE WITH DIV 23 FOR
EXHAUST DUCT, 30 AMP BREAKER,
PROVIDE WITH WIFI CAPABLE CONNECTION
AND THE ECONET APP REMOTELY
MONITOR. TOTAL WT: 888 lbs
NOTES: COORDINATE WITH DIV. 26
HYBRID HEAT PUMP WATER HEATER SCHEDULE
SYMBOL EQUIPMENT TYPE LOCATION / SERVING
BASIS OF DESIGN
TANK
CAPACITY
(GALLONS)
COMPRESSOR
BTU/H
FIRST HR.
RATING
(GALLONS)
RECOVERY IN
G.P.H. 90
DEGREE RISE
ELEMENT
WATTAGE
TOTAL UNIT
WATTAGE
ELECTRICAL
COMMENTS
PROJECT NUMBER:
SHEET TITLE:
DRAWN BY:
CONSULTANT:
SHEET:
Suite 300 www.lrsarchitects.com
Portland OR 97209
A R C H I T E C T S 720 NW Davis 503.221.1121
EXPIRES: 12/31/26
/4
/2
:0
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P M
A u to d e s k D o c s /2
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D F
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D S a n ti a m F a c ili ty /O
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P002
SCHEDULES -
PLUMBING
Bid Set
ODF NCD
Santiam Facility
North Cascade District Headquarters 22965 North Fork Road
SE
Lyons, OR 97358
223294
10/15/2025
LRS Architects, Inc. © 2024
FIXTURE UNIT CALCULATIONS - UPC
COUNT DESCRIPTION
WATER SUPPLY FIXTURE
UNITS
DRAINAGE
FIXTURE UNITS
CWFU
(TABLE
A-2)
CWFU
TOTAL
.75
HWFU
DFU
(TABLE
7-3)
DFU
TOTAL
1 CLOTHES WASHER, DOMESTIC, STANDPIPE 4 4 3 3 3
2 DRINKING FOUNTAIN 0.5 1 0.5 1
11 FLOOR DRAIN 0 2 22
5 FLOOR SINK 0 2 10
8 HOSE BIBB 2.5 20 0
3 ICE HOOKUP 2.5 7.5 0 0
1 LAUNDRY SINK 1.5 1.5 1.125 2 2
8 LAVATORY 1 8 0.75 1 8
2 MOP SINK 3 6 2.25 3 6
2 SHOWER, PER HEAD 2 4 1.5 2 4
3 SINK 2 6 1.5 2 6
1 URINAL, 1.0 GFP FLUSHOMETER VALVE 4 4 0 2 2
9 WATER CLOSET, 1.6 GPF OR LESS, FLUSHOMETER
VALVE
5 45 0 4 36
FIXTURE UNIT COUNT TOTALS: 107 100
PLUMBING FIXTURE SCHEDULE
SYMBOL FIXTURE TYPE DESCRIPTION
BASIS OF DESIGN
ACCESSORIES
CONNECTION
ELECTRICAL COMMENTSMFR MODEL W V CW HW
EWC-1 ELECTRIC WATER
COOLER
ELECTRIC WATER COOLER - SINGLE STATION,
SURFACE MOUNTED, FILTERED, BOTTLE
FILLER,STAINLESS STEEL FINISH, VANDAL
RESISTANT, MECHANICALLY ACTIVATED, MOUNTING
FRAME
ELKAY LZSG8WSSK IN-WALL CARRIER SYSTEM - ELKAY MODEL MLP100 1-1/2" 1-1/2" 1/2" -- 115V, 60HZ, 6 AMPS SEE ARCHITECTURAL PLANS FOR
MOUNTING HEIGHT. COORDINATE
ELECTRICAL REQUIREMENTS
WITH DIVISION 26.
FD-1 FLOOR DRAIN CAST IRON BODY, FLASHING COLLAR, 6-INCH
ADJUSTABLE NICKEL BRONZE STRAINER HEAD,
TRAP PRIMER, VANDAL PROOF SCREWS
JR SMITH 2005Y-A-06-P0
50-U-NB
SEE DWGS SEE DWGS PRIMER CONN. --
FD-2 FLOOR DRAIN CAST IRON BODY, FLASHING COLLAR, 8-1/2-INCH
ROUND ADJUSTABLE TOP, BAR GRATE, SEDIMENT
BUCKET, TRAP PRIMER CONNECTION
JR SMITH 2350Y-P050 SEE DWGS SEE DWGS PRIMER CONN. --
FS-1 FLOOR SINK 12-1/2" TOP, CAST IRON FLANGED RECEPTOR,
SEEPAGE HOLES, ACID RESISTANT COATED
INTERIOR, NICKEL BRONZE RIM, 1/2-GRATE,
ALUMINUM DOME BOTTOM STRAINER, 6-INCH DEEP,
NO-HUB OUTLET
JR SMITH 3140Y-12 SEE PLANS SEE PLANS PRIMER CONN. -- --
IM-1 OUTLET BOX ICE MAKER OUTLET BOX (FIRE RATED) - NSF-372
COMPLIANT, ABS BOX/FRAME, NO-LEAD BRASS
VALVE, ASSE 1010 WATER HAMMER ARRESTOR, 1/4"
OUTLET CONNECTION
SIOUX CHIEF 696RG1010 -- -- 1/2" -- -- SUPPLY CONNECTION TYPE PER
PIPING MATERIAL. INSTALL WITH
BOTTOM OF BOX AT 18" A.F.F.
UNLESS NOTED OTHERWISE.
L-1 LAVATORY WALL HUNG, ADA COMPLIANT, VITREOUS CHINA,
SINGLE-HOLE PUNCH, FRONT OVERFLOW
AMERICAN
STANDARD
0356.421 DECK MOUNTED, METERING FAUCET, SINGLE HOLE,
SINGLE-SUPPLY, 0.20 MAX. GALLON/CYCLE, VANDAL
RESISTANT; CHICAGO FAUCETS MODEL
3500-E2805ABCP; ASSE 1070 COMPLIANT MIXING VALVE,
INTEGRAL CHECK VALVES, WATTS MODEL LFMMV (SET
DISCHARGE TEMPERATURE AT 110 DEG. F.)
1-1/2" 1-1/2" 1/2" 1/2" -- MOUNT LAVATORY AT ADA
COMPLIANT HEIGHT, SEE
ARCHITECTURAL PLANS FOR
HEIGHT AND LOCATION. SEE
SPECIFICATION SECTION 224000
FOR FLOOR MOUNTED CARRIER,
TRAP COVERS, SUPPLY STOPS
AND ADDITIONAL ACCESSORIES
L-2 LAVATORY COUNTERTOP, SELF-RIMMING, ADA COMPLIANT,
ROUND, 19-1/8" DIA.,VITREOUS CHINA, SINGLE-HOLE
PUNCH, FRONT OVERFLOW
AMERICAN
STANDARD
0490.156 DECK MOUNTED, METERING FAUCET, SINGLE HOLE,
SINGLE-SUPPLY, 0.20 MAX. GALLON/CYCLE, VANDAL
RESISTANT; CHICAGO FAUCETS MODEL
3500-E2805ABCP; ASSE 1070 COMPLIANT MIXING VALVE,
INTEGRAL CHECK VALVES, WATTS MODEL LFMMV (SET
DISCHARGE TEMPERATURE AT 110 DEG. F.)
1-1/2" 1-1/2" 1/2" 1/2" -- SEE SPECIFICATION SECTION
224000 FOR TRAP COVERS,
SUPPLY STOPS AND ADDITIONAL
ACCESSORIES
LS-1 LAUNDRY SINK FLOOR MOUNTED, FAUCET MOUNTING DECK
(4-INCH CENTERS), ONE PIECE MOLDED
STRUCTURAL THERMOPLASTIC RESIN, STEEL LEGS,
20-INCHES X 24-INCHES X 13 INCHES DEEP TUB
MUSTEE 19F DECK MOUNTED, MANUAL FAUCET, 4-INCH CENTERS, 8"
RIGID/SWING SPOUT, ATMOSPHERIC VACUUM
BREAKER, WRISTBLADE HANDLES, 2.2 GPM; CHICAGO
FAUCETS MODEL 895-317-GN8BVBE3MAB; 3/8" OFFSET
INLET SUPPLY ARM WITH INTEGRAL CHECK; CHICAGO
FAUCETS MODEL GCJKABCP
2" 1-1/2" 1/2" 1/2" -- SEE SPECIFICATION SECTION
224000 FOR SUPPLY STOPS AND
ADDITIONAL ACCESSORIES.
MS-1 MOP SINK FLOOR MOUNTED, TERRAZZO, 24-INCHES X
24-INCHES X 10-INCHES, WITH OPTIONAL (A-20)
ALUMINUM BUMPER GUARDS AND (BP) SPLASH
PANELS
STERN
WILLIAMS
MTB-2424 WALL HUNG, MOP SINK FAUCET, 8-INCH CENTERS,
LEVER HANDLES, PAIL HOOK, CHROME PLATED,
ATMOSPHERIC VACUUM BREAKER, 3/4" THREADED
HOSE OUTLET AND WALL FLANGE; CHICAGO FAUCETS
MODEL 540-LD897SWXFABCP; 3/8" OFFSET INLET
SUPPLY ARM WITH INTEGRAL CHECK; CHICAGO
FAUCETS MODEL GCJKABCP
3" 2" 1/2" 1/2" --
S-1 SINK UNDER COUNTER MOUNTED, SINGLE BOWL, 18
GAUGE STAINLESS STEEL, 30.5-INCHES X
18.5-INCHES X 5-3/8-INCHES DEEP, 36-INCH MINIMUM
CABINET SIZE, 3-HOLE PUNCH, BARRIER FREE,
PROVIDE GARBAGE DISPOSAL: INSINKERATOR:
BADGER 5, 1/2 HP WITH BUTTON MOUNTED ABOVE
THE COUNTER, COORDINATE WITH DIV 26
ELKAY ELUHAD28165
DECK MOUNTED FAUCET, 8-INCH RIGID/SWING
GOOSENECK, 4" WRISTBLADE HANDLES, 8-INCH FIXED
CENTERS, 1.5 GPM AERATED FLOW RATE; CHICAGO
FAUCETS MODEL 201-AGN8AE35-317AB
2" 1-1/2" 1/2" 1/2" -- SEE SPECIFICATION SECTION
224000 FOR SUPPLY STOPS AND
ADDITIONAL ACCESSORIES.
S-2 SINK FLOOR MOUNTED, SINGLE BOWL, 16 GAUGE
STAINLESS STEEL, 27-INCHES X 27-13/16-INCHE X
14-INCHES DEEP, 2-HOLE PUNCH, BARRIER FREE
ELKAY 14-1C22X22-0X BACKSPLASH MOUNTED FAUCET, X-INCH RIGID/SWING
GOOSENECK, 4" WRISTBLADE HANDLES, 8-INCH FIXED
CENTERS, 2.2 GPM AERATED FLOW RATE; ELKAY
FAUCET MODEL: LK940GN05T6H
3" 1-1/2" 1/2" 1/2" -- SEE SPECIFICATION SECTION
224000 FOR SUPPLY STOPS AND
ADDITIONAL ACCESSORIES.
SH-1 SHOWER BARRIER FREE, ONE PIECE, 60-INCHES X 30-INCHES
X 77-1/2-INCHES INSIDE DIMENSIONS, SLIP
RESISTANT TEXTURED BOTTOM, HORIZONTAL
BACK AND SIDE WALL GRAB BARS, VERTICAL SIDE
WALL GRAB BAR, FOLD UP SEAT, STEEL CURTAIN
ROD, 3/4-INCH THRESHOLD
COMFORT
DESIGNS
SSS 6233BF-F
.75 L-BAR
SINGLE HANDLE PRESSURE BALANCING SHOWER
VALVE, SERVICE/CHECK STOPS, 1.5 GPM HANDHELD
SHOWER HEAD FLOW RATE, 60-INCH FLEXIBLE METAL
HOSE, 24-INCH MOUNTING BAR, VACUUM BREAKER;
ZURN MODEL Z7300-SS-HW-MT-H9
2" 1-1/2" 1/2" 1/2" -- HANDING BASED ON SEAT
LOCATION, COORDINATE WITH
ARCHITECT AND OWNER PRIOR
TO PROCUREMENT. PROVIDE
WITH OPTIONS AS LISTED IN
DESCRIPTION.
SH-2 SHOWER BARRIER FREE, ONE PIECE, 36-INCHES X 36-INCHES
X 82-INCHES INSIDE DIMENSIONS, SLIP RESISTANT
TEXTURED BOTTOM, HORIZONTAL L-GRAB BAR,
VERTICAL GRAB BAR, FOLD UP SEAT, STEEL
CURTAIN ROD, 5/8-INCH THRESHOLD
COMFORT
DESIGNS
SSS 3682BF
RRF
SINGLE HANDLE PRESSURE BALANCING SHOWER
VALVE, SERVICE/CHECK STOPS, 1.5 GPM HANDHELD
SHOWER HEAD FLOW RATE, 60-INCH FLEXIBLE METAL
HOSE, 24-INCH MOUNTING BAR, VACUUM BREAKER;
ZURN MODEL Z7300-SS-HW-MT-H9
2" 1-1/2" 1/2" 1/2" -- HANDING BASED ON SEAT
LOCATION, COORDINATE WITH
ARCHITECT AND OWNER PRIOR
TO PROCUREMENT. PROVIDE
WITH OPTIONS AS LISTED IN
DESCRIPTION.
UR-1 URINAL WALL HUNG, 0.125 GPF, VITREOUS CHINA, TOP
SPUD, FLUSHOMETER, BARRIER FREE MOUNTING
HEIGHT
KOHLER K-5452-ET FLUSH VALVE - MANUAL OPERATION, 0.125 GPF,
DUAL-FILTERED BYPASS, POLISHED CHROME FINISH,
TOP SPUD; SLOAN MODEL ROYAL 186-0.125-DBP
2" 1-1/2" 3/4" -- -- MOUNT URINAL AT ADA
COMPLIANT HEIGHT, SEE
ARCHITECTURAL PLANS FOR
HEIGHT AND LOCATION. SEE
SPECIFICATION SECTION 224000
FOR FLOOR MOUNTED CARRIER
AND ADDITIONAL ACCESSORIES.
WC-1 WATER CLOSET FLOOR MOUNTED, FLOOR OUTLET, GRAVITY TANK
TYPE, VITREOUS CHINA, STANDARD HEIGHT,
ELONGATED, 1.28 GPF, 12" ROUGH-IN
KOHLER K-25087 SEAT - ELONGATED, PLASTIC, SELF-SUSTAINING CHECK
HINGES WITH NON-CORRODING STAINLESS STEEL
POSTS; BEMIS MODEL 1955SSCT
4" 2" 1/2" -- -- SEE ARCHITECTURAL PLANS FOR
LOCATION. SEE SPECIFICATION
SECTION 224000 FOR ADDITIONAL
ACCESSORIES.
WC-2 WATER CLOSET FLOOR MOUNTED, FLOOR OUTLET, GRAVITY TANK
TYPE, VITREOUS CHINA, ADA HEIGHT, ELONGATED,
1.28 GPF, 12" ROUGH-IN
KOHLER K-26077 SEAT - ELONGATED, PLASTIC, SELF-SUSTAINING CHECK
HINGES WITH NON-CORRODING STAINLESS STEEL
POSTS; BEMIS MODEL 1955SSCT
4" 2" 1/2" -- -- SEE ARCHITECTURAL PLANS FOR
LOCATION. SEE SPECIFICATION
SECTION 224000 FOR ADDITIONAL
ACCESSORIES.
WH-1 WALL HYDRANT ENCASED (RECTANGULAR BOX), NON-FREEZE,
ANTI-SIPHON, AUTOMATIC DRAINING, CHROME
PLATED BOX/DOOR ASSEMBLY, DOUBLE CHECK
BACKFLOW PREVENTER, LOOSE TEE KEY
OPERATION
WOODFORD B67 -- -- 1/2" --
WH-2 WALL HYDRANT ENCASED, HOT AND COLD, NON-FREEZE,
ANTI-SIPHON, AUTOMATIC DRAINING, CHROME
PLATED ASSEMBLY, DOUBLE CHECK BACKFLOW
PREVENTER, LOOSE KEY OPERATION
WOODFORD HCB67 -- -- 1/2" --
WM-1 OUTLET BOX WASHING MACHINE OUTLET BOX (FIRE RATED) -
NSF-372 COMPLIANT, ABS BOX/FRAME, NO-LEAD
BRASS VALVES, ASSE 1010 WATER HAMMER
ARRESTORS, 3/4" OUTLET CONNECTIONS, 2" DRAIN
CONNECTION, INDIVIDUAL DRAIN AND SUPPLY
BOXES
SIOUX CHIEF 696RG2313 2" 1-1/2" 1/2" 1/2" -- SUPPLY CONNECTION TYPE PER
PIPING MATERIAL. INSTALL WITH
BOTTOM OF BOX AT 34" A.F.F.
UNLESS NOTED OTHERWISE.
PROJECT
CONTACT
www.interfaceengineering.com
TODD KOLIBABA
2023-1388
100 SW Main Street, Suite 1600 Portland, OR 97204
TEL 503.382.2266
EXPIRES: 12/31/26EXPIRES: 12/31/26
2-1/2" DOMESTIC
COLD WATER UP
W/ SOV
POC 2-1/2" DOMESTIC
COLD WATER SERVICE
SEE CIVIL DWG'S FOR
CONT.
POC 4" SAN SEWER
SEE CIVIL DWG'S
FOR CONT.
I.E. = -3'-2"
POC 3" SAN SEWER
SEE CIVIL DWG'S
FOR CONT.
I.E. = - 3'-0"
S
WCWC WC
FD
WB
LS
S
SH
SH
6" FIRE PROTECTION UP
POC 6" FIRE PROTECTION
SEE CIVIL DWG'S FOR CONT.
FS
FS
2" SAN UP
W/WCO
FD
FD
3" SAN
2" SAN
4" SAN UP
TO COTG
3" @ 2%
3" @ 2%
2" @ 2%
2" @ 2% 1'
2'
3'
M LO NP
S A
N
FD
FD
EWC
LLL
FD
FD
MS
3" SAN UP
TO FCO
2" V UP
3" SAN
2" @ 2% 2" @ 2%
3" @ 2%
4"
4"
4" @ 2%
3" @ 2%
4" @ 2%
3" SAN UP
TO FCO
FD
4" SAN4
S A
N
4" @ 2%
2" V UP
FS
3" SAN UP
TO WCO
3" @ 2%
TRUE NORTH
PROJECT NUMBER:
SHEET TITLE:
DRAWN BY:
CONSULTANT:
SHEET:
Suite 300 www.lrsarchitects.com
Portland OR 97209
A R C H I T E C T S 720 NW Davis 503.221.1121
KEY PLAN:
EXPIRES: 12/31/26
/4
/2
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:3
P M
A u to d e s k D o c s /2
O
D F
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D S a n ti a m F a c ili ty /O
D F
N C
D
M E
P
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.r v t
TK
P202
UNDERGROUND
PLAN - FIRE
SHOP BUILDING -
PLUMBING
Bid Set
ODF NCD
Santiam Facility
North Cascade District Headquarters 22965 North Fork Road
SE
Lyons, OR 97358
223294
10/15/2025
LRS Architects, Inc. © 2024
PROJECT
CONTACT
www.interfaceengineering.com
TODD KOLIBABA
2023-1388
100 SW Main Street, Suite 1600 Portland, OR 97204
TEL 503.382.2266
0' 4' 8' 16'
1/8" = 1'-0"
1 UNDERGROUND PLAN - FIRE SHOP BUILDING - PLUMBING
IM-1
S-1
WC-2WC-1
L-2 L-2
EWC-1
FD-1
FD-1
SH-2
SH-1
S-2
DWH-2CP-2
DET-2
P701
LS-1
WM-1
FD-1
FD-1
COTG2-1/2" DOMESTIC
COLD WATER
SERVICE W/ SOV
FS-1
WH-2
WH-1
WH-1
PROVIDE 1/2" W/ SOV
ROUTED TO COFFEE MAKER
TP-2
3" V UP
TO VTR
FS-1
6" FIRE PROTECTION
RISER
3" V UP
TO VTR
3" V UP
TO VTR
1'
2'
3'
M LO NP
MMV-1
2" CW 2" CW
OVERHEAD
TRUCK FILL
MS-1
WC-1
FCO
1/2" CW
1/2" CW 1/2" CW
FD-1
FD-1
FD-11
1 1/2" V
/4
H
W
C W
/4
H
W R
2" CW
3/4" HWR
3/4" HW
1 1/2" V1/2" HW
1 1/2" V
V
V
1 1/4" CW 1" CW1 1/4" CW
COTG
FD-1
SHOP OFFICE
ELEC
METALS SHOP
FIRE CACHE
STORAGE CAGE
VEHICLE BAYS
BREAK
DRYING ROOM & LAUNDRY
HALLWAY
FIRE RISER
WOOD SHOP
COMMS CLOSET
JAN.
202D
RESTROOM /…
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