Attachment C-2 PLANS John Day Watershed District Office Imp.pdf
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- Attached to
- John Day Watershed District Office Improvement
- Solicitation number
- S-63500-00013826
- Issued by
- Gilliam County, Oregon
About this file
This document comprises architectural and engineering plans for the John Day Watershed District Office Improvement project, a construction initiative by the Oregon Department of Fish and Wildlife (ODFW). The project encompasses the construction of a new 40' x 100' pre-engineered metal and wood shop building located at 37th and Highway 395 in Pendleton, Oregon, designated as Bid Alternate #3 in the overall improvement program. The scope of work includes site grading, site utilities installation, foundation design and construction, complete building erection with metal and wood framing, roofing, interior and exterior finishes, electrical wiring and fixtures, plumbing systems, water and stormwater utilities, and related site improvements. Construction activity is restricted to 7:00 AM to 6:00 PM Monday through Saturday, and the contractor must notify the project manager at least 48 hours in advance of starting construction. All work must conform to the 2022 Oregon Structural Specialty Code as enforced by Umatilla County, the latest edition of Oregon Standard Specifications for Construction, and applicable federal, state, and local codes and standards.
The plans document includes comprehensive technical specifications detailing the building's structural components, foundation requirements with concrete slabs ranging from 6 to 8 inches in thickness, 2x6 joist framing with 12-inch spacing, plumbing systems with domestic cold and hot water lines, sanitary sewer connections, storm drain systems, electrical infrastructure including a 200-amp panel, HVAC systems with ceiling-mounted heaters, and interior facilities such as a walk-in cooler, restrooms, and specialized storage areas for chemicals, gas, and oil. The building features three shop work bays, covered work areas, a necropsy/storage room, and includes equipment such as a 180-hoist with 1-ton electrical winch capacity and a jib crane. Bid Alternate #4 provides for 4-inch asphalt paving as an optional component. The contractor must maintain approved permit drawings and as-constructed drawings at the job site, verify all underground utilities prior to construction, protect existing owner structures, and comply with OSHA safety standards. Excavated materials must be removed from the site, and all construction staging and storage must be coordinated with the facility manager.
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GENERAL NOTES
1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF OREGON STANDARD SPECIFICATIONS FOR
CONSTRUCTION AS ADOPTED BY THE OREGON DEPARTMENT OF FISH AND WILDLIFE.
2. PRIOR TO ANY CONSTRUCTION, CONTRACTOR SHALL VERIFY ELEVATIONS AND DIMENSIONS OF THE SHOP.
NOTIFY THE PROJECT MANAGER OF ANY DISCREPANCIES FOUND IN THE DRAWINGS.
3. CONTRACTOR SHALL VERIFY LOCATIONS OF KNOWN UNDERGROUND UTILITIES PRIOR TO ANY
CONSTRUCTION.
4. CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER AT LEAST 48 HOURS IN ADVANCE OF STARTING
CONSTRUCTION.
5. CONSTRUCTION ACTIVITY IS RESTRICTED TO 7:00 AM TO 6:00 PM MONDAY THROUGH SATURDAY.
6. CONTRACTOR SHALL MAINTAIN APPROVED PERMIT DRAWINGS AT THE JOB SITE FOR THE DURATION OF
CONSTRUCTION.
7. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF AS-CONSTRUCTED DRAWINGS AT THE JOB SITE. AT
COMPLETION, DELIVER A COPY OF THE AS-CONSTRUCTED DRAWINGS TO THE PROJECT ENGINEER.
8. EXCAVATED MATERIALS TO BE REMOVED FROM THE SITE.
9. CONSTRUCTION STAGING AND STORAGE. COORDINATE WITH FACILITY MANAGER.
10. CONTRACTOR SHALL PROTECT OWNER'S EXISTING STRUCTURES AND EQUIPMENT FROM CONSTRUCTION
DAMAGE.
11. CONTRACTOR SHALL MAINTAIN A SAFE WORKING ENVIRONMENT IN ACCORDANCE WITH OSHA STANDARDS.
12. NO REVISIONS TO THE APPROVED DRAWINGS CAN BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF
ODFW. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF OREGON DEPARTMENT OF FISH AND WILDLIFE.
GENERAL STRUCTURAL
1. THE APPLICABLE BUILDING CODE IS THE 2022 OREGON STRUCTURAL SPECIALTY CODE, AS ENFORCED BY THE
UMATILLA COUNTY, OREGON BUILDING OFFICIAL. ALL CONSTRUCTION SHALL CONFORM TO THE 2022 OSSC
AND OTHER APPLICABLE FEDERAL, STATE AND LOCAL CODES AND STANDARDS.
2. THE STRUCTURAL DRAWINGS ARE LIMITED TO THE BUILDING, GENERAL DIMENSIONS, SCOPE AND CHARACTER OF BUILDING COMPONENTS. DRAWINGS STAMPED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN
OREGON.
3. CONTRACTOR SHALL DETERMINE ALL MEANS AND METHODS OF CONSTRUCTION. SHORING, BRACING, LIFTING
AND ERECTION SAFETY PROCEDURES ARE THE CONTRACTOR'S RESPONSIBILITY.
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21-033
May 20, 2025
LOCATION MAP VICINITY MAP
FACILITY MANAGER PROJECT MANAGER
OREGON DEPARTMENT OF FISH AND WILDLIFE
OWNER'S AUTHORIZED REPRESENTATIVE
4034 FAIRVIEW INDUSTRIAL DR. SE, SALEM, OR 97302
OREGON DEPARTMENT OF FISH AND WILDLIFE
EMAIL:
TEL: ( )
ROCKY SMITH - CONSTRUCTION PROJECT MANAGER
TEL: (503) 947-6242
EMAIL: rocky.d.smith@odfw.oregon.gov
JEREMY THOMPSON - MANAGER
JOHN DAY WATERSHED DISTRICT OFFICE
73471 MYTINGER LANE, PENDLETON, OR 97801
541 276-2344 jeremy.l.thompson@odfw.oregon.gov
PROJECT
LOCATION
JOHN DAY WATERSHED DISTRICT OFFICE
NEW SHOP BUILDING
37TH AND HWY 395
PENDLETON, OR 97801
BID ALTERNATE #3
NEW SHOP
BID ALTERNATE #4
4" ASPHALT
SCALE: 1" = 20'-0" ON 24" X 36"
SITE PLAN1
PENDLETON
INTERSTATE
INTERSTATE
PROJECT
LOCATION
37TH ST
LEGEND, LIST OR INDEX TABLE
1 TITLE, SITE PLAN, NOTES AND MAP
2 ABBREVIATIONS & SYMBOLS
3 FINISH GRADE PLAN
4 BID ALTERNATE SITE UTILITIES
5 ELEVATION AND SECTION VIEW
6 ELEVATION AND SECTION VIEW
7 FOUNDATION PLAN AND SECTION VIEW AND ASPHALT DETAIL
8 JOIST PLAN
9 PROPOSED FLOOR PLAN AND SECTION VIEW
10 PLUMBING PLAN
11 ELECTRICAL PLAN
SCOPE OF WORK
CONTRACTOR SHALL PROVIDE ALL NECESSARY EXPERTISE, LABOR, EQUIPMENT, MATERIALS, INCIDENTALS, AND PERMITS REQUIRED TO CONSTRUCT A NEW 40' X 100' PRE-ENGINEERED METAL AND WOOD SHOP BUILDING INCLUDING BUT NOT
LIMITED TO:
1. SITE GRADING AS INDICATED ON THE DRAWINGS AS OREGON DEPARTMENT OF FISH AND WILDLIFE SHOP PLAN SET OR
AS NEEDED.
2. SITE UTILITIES AS INDICATED ON THE DRAWINGS AS OREGON DEPARTMENT OF FISH AND WILDLIFE SHOP PLAN SET OR
AS NEEDED.
3. INSTALLATION OF COMPLETE PRE-ENGINEERED METAL AND WOOD SHOP BUILDING AS SHOWN IN THE DRAWINGS.
INCLUDES PERMITS, FOUNDATION DESIGN AND CONSTRUCTION, FORMWORK, CONCRETE REINFORCING, TESTING, AND FINISHING, ERECTION OF THE ENGINEERED METAL AND WOOD SHOP BUILDING, BUILDING SIGNAGE, SIDING, DOORS AND WINDOWS, INTERIOR FRAMING AND FINISH, INSULATION, ROOFING, INTERIOR AND EXTERIOR ELECTRICAL WIRING AND FIXTURES, PLUMBING, WATER, STORMWATER AND SEWER UTILITIES, SUBBASE COMPACTION, AND APPLIANCES.
AutoCAD SHX Text
WM
SCALE: 1
8" = 1'-0" ON 22" X 34"
DESCRIPTIONX
XX
TOP IS VIEWPORT #, BOTTOM IS CURRENT SHEET #
VIEWPORT DESIGNATION
CONTROL POINT STATION SETUP
(TS) OR (BS)
MINOR CONTOURS
TREE (ANY)
UTILITY POLE
CIVIL SHEETS MARKERS AND LINE TYPES
WATER SURFACE
STREAM AND DITCH
FLOW DESIGNATIONNORTH ARROW
CONSTRUCTION NOTE DETAIL OR
DRAWING REVISION
1 1 11
CONSTRUCTION AND DRAWING REFERENCES
X
XX
DETAIL
CALLOUT
ELEVATION
CALLOUT
X
XX
X
XX
SECTION
CALLOUT
X
XX
MULTILEADER
CALLOUT
END
VARIES
TOP IS VIEWPORT #, BOTTOM IS ON WHAT SHEET #
CALLOUTS DESIGNATION
MAJOR CONTOURS
NAME OF RIVER,
CREEK OR DITCH
--A--
A - TOE WIDTH
AB - ANCHOR BOLT
ABDN - ABANDON
AC - ASPHALT CONCRETE
ACW - ALUMINUM CLAD WOOD
AD - AREA DRAIN
ADA - AMERICAN WITH DISABILITIES
ADDL - ADDITIONAL
ADJ - ADJACENT
AFF - ABOVE FINISH FLOOR
AFG - ABOVE FINISH GRADE
AGGR - AGGREGATE
ADJ - ADJUSTABLE
AL - ALUMINUM
ALTN - ALTERNATE
ALUM - ALUMINUM
ANCH - ANCHOR
APPROX - APPROXIMATE
APVD - APPROVED
AUX - AUXILIARY
AVG - AVERAGE
--B--
BNDY - BOUNDARY LINE
BLDG - BUILDING
BLK - BLOCK
BM - BEAM OR BENCHMARK
BO - BOTTOM OF
BOF - BOTTOM OF FOOTING
BOP - BOTTOM OF PIPE
BOT - BOTTOM
BOW - BOTTOM OF WALL
BRG - BEARING
BRKR - BREAKER
BTW - BETWEEN
BV - BALL OR BUTTERFLY VALVE
--C--
°C - DEGREES CENTIGRADE
C - CONDUIT
C.C. - CENTER TO CENTER
CAB - CABINET
CB - CATCH BASIN
CC - CONTROL CABLE
CD - CHECK DAM
CFM - CUBIC FEET PER MINUTE
CFS - CUBIC FEET PER SECOND
CHAN - CHANNEL
CJ - CONSTRUCTION JOINT
CL - CENTERLINE
CLR - CLEAR
CMP - CORRUGATED METAL PIPE
C.O. - CLEAN OUT
COL - COLUMN
CONC - CONCRETE
CONN - CONNECTION
CONSTR - CONSTRUCTION
CONT - CONTINUOUS
CONT'D - CONTINUED
COORD - COORDINATE
CTR - CENTER
CNTD - CENTERED
CU FT - CUBIC FEET
CU IN - CUBIC INCH
CU YD - CUBIC YARD
CV - CHECK VALVE
--D--
D - DRYER
Db - BAR OR BOLT DIAMETER
DEG - DEGREE
DET - DETAIL
DF-L - DOUGLAS FIR/LARCH
DIA - DIAMETER
DISCH - DISCHARGE
DN - DOWN
DR - DOOR
D.S. - DOWN SPOUT
DTI - DIRECT TENSION INDICATOR
DTL(S) - DETAIL(S)
DW - DISHWASHER
DWG - DRAWING
--E--
E - EAST
EA - EACH
ELEC. - ELECTRICAL
EL - ELEVATION
EF - EACH FACE
EOC - EDGE OF CONCRETE
EOP - EDGE OF PAVING
EP - EDGE OF PAVING
EQ - EQUAL OR EQUALLY
EQMT - EQUIPMENT
EW - EACH WAY
EXC - EXCAVATE
EXP - EXPANSION
EXST - EXISTING
EXT. - EXTERIOR
--F--
°F - DEGREES FAHRENHEIT
--F-- (CONT'D)
FAB - FABRICATION
f'c - CONCRETE COMPRESSIVE
STRENGTH
FB - FLAT BAR
F.C.O. - FLOOR CLEAN OUT
FD - FLOOR DRAIN OR FIRE DAMPER
FDN - FOUNDATION
FF - FINISHED FLOOR
FG - FINISH GRADE
FL - FLOOR LEVEL
FNSH - FINISH
FOC - FACE OF CONCRETE
FOF - FACE OF FINISH
FOS - FACE OF STUD
FRP - FIBERGLASS REINFORCED
POLYMER
FT - FOOT OR FEET
FTG - FOOTING OR FITTING
Fy - STEEL TENSILE YIELD STRESS
--G--
G - GROUND
GA - GAUGE
GAL - GALLON
GALV - GALVANIZED
GFI - GROUND-FAULT CIRCUIT
GPM - GPM
GRTG - GRATING
GV - GATE VALVE
GYM - GYPSUM
--H--
H - HEIGHT
HD - HOLDOWN
HDPE - HIGH DENSITY POLYETHYLENE
HDWE - HARDWARE
HGL - HYDRAULIC GRADE LINE
HK - HOOK
HM - HOLLOW METAL
HORZ - HORIZONTAL
HP - HORSE POWER
HVAC - HEATING, VENTILATION AND AIR
CONDITIONING
HWL - HIGH WATER LEVEL
--I--
ID - INSIDE DIAMETER
IE - INVERT ELEVATION
IN - INCH
INSUL - INSULATION
INT - INTERIOR
INV - INVERT
--J--
JBOX - JUNCTION BOX
JCT - JUNCTION
JT - JOINT
--K--
KIP - THOUSAND POUND-FORCE
KIT - KITICHEN
KW - KILOWATT
--L--
L - LENGTH OR ANGLE
LAT - LATITUDE
LB(S) - POUND(S)
LF - LINEAR FEET
LG - LONG
LH - LEFT HAND
LLV - LONG LEG VERTICAL
LONG - LONGITUDINAL
LPT - LOW POINT
LTG - LIGHTING
LVL - LAMINATED VENEER LUMBER
LWL - LOW WATER LEVEL
--M--
MATL - MATERIAL
MAX - MAXIMUM
MB - MACHINE BOLT
MECH - MECHANICAL
MEMBR - MEMBRANE
MFD - MANUFACTURED
MFG - MANUFACTURING
MFR - MANUFACTURER
MH - MANHOLE
MIN - MINIMUM
MISC - MISCELLANEOUS
MTL - METAL
--N--
N - NORTH
NA - NOT APPLICABLE
NC - NORMALLY CLOSED
NEUT - NEUTRAL
NGVD - NATIONAL GEODETIC VERTICAL
DATUM
NIC - NOT IN CONTACT
N.O. - NORMALLY OPEN
NO. - NUMBER
NOM - NOMINAL
NS - NONSHRINK
NTE - NOT TO EXCEED
NTS - NOT TO SCALE
--O--
O TO O - OUT TO OUT
O.H. - OVERHANG
O.C. - ON CENTER
OD - OUTSIDE DIAMETER OR
OVERFLOW DRAIN
OF - OUTSIDE FACE
OHWL - ORDINARY HIGH WATER LEVEL
OPNG - OPENING
--P--
PBE - POOL BOTTOM ELEVATION
PERF - PERFORATED
PERP - PERPENDICULAR
PH - PHASE
PJF - PRE-MOLDED JOINT FILLER
P.L. - PROPERTY LINE
PL - PLATE
PLWD - PLYWOOD
PRES - PRESSURE
PROP - PROPERTY
PSF - POUNDS PER SQUARE FOOT
PSI - POUNDS PER SQUARE INCH
PT - PRESSURE TREATED
PTD - PAINTED
P.T.D. - PAPER TOWEL DISPENSER
PVC - POLYVINYL CHLORIDE
PVMT - PAVEMENT
--Q--
QTY - QUANTITY
--R--
R - RADIUS
RC - REINFORCED CONCRETE
RD - ROAD
REF - REFERENCE
REINF - REINFORCED
RH - RIGHT HAND
REQD - REQUIRED
RR - RIPRAP/RAILROAD
R.O. - ROUGH OPENING
RPM - REVOLUTION PER MINUTE
--S--
SB - SEDIMENT BASIN
SC - SAW CUT JOINT
SCH - SCHEDULE
S.D. - SOAP DISPENSER
SEC - SECTION
SHT - SHEET
SHTG - SHEATHING
SIM - SIMILAR
SQ - SQUARE
SQ FT OR SF - SQUARE FEET
SQ IN - SQUARE INCHES
SPECS - SPECIFICATIONS
SS - STAINLESS STEEL
STD - STANDARD
STL - STEEL
STOR - STORAGE
STR - STRUCTURE
STRL - STRUCTURAL
SW - SHEAR WALL
--T--
T&B - TOP AND BOTTOM
T&G - TONGUE AND GROOVE
T/ - TOP OF
TF - FOOTING THICKNESS
TH - TOP HINGED
THD - THREAD
THK - THICKNESS
THRU - THROUGH
TOB - TOP OF BEAM
TOC - TOP OF CONCRETE OR CURB
TOF - TOP OF FOOTING
TOS - TOP OF SLAB
TOW - TOP OF WALL
T.P.D. - TOILET PAPER DISPENSER
TS - TUBE STEEL
TW - WALL THICKNESS
TYP - TYPICAL
--U--
UHMW - ULTRA-HIGH MOLECULAR
WEIGHT POLYETHYLENE
UNF - UNFINISHED
UNO - UNLESS NOTED OTHERWISE
UON - UNLESS OTHERWISE NOTED
W - WEST OR WIDTH OR WASHER
W/ - WITH
W/O - WITHOUT
WC - WATER CLOSET (TOILET)
WD - WOOD
WDW - WINDOW
WH - WATER HEATER
WIC - WALK-IN-CLOSET
WS - WATER SURFACE, WATERSTOP
WSE - WATER SURFACE ELEVATION
WTR - WATER
--X--
XFMR - TRANSFORMER
--SYMBOLS--
& - AND
∠ - ANGLE
≈ - APPROXIMATE
@ - AT
- BOUNDARY LINE
℄ - CENTERLINE
° - DEGREE
Δ - DELTA
Ø - DIAMETER
# - NUMBER OR POUND(S)
( ) - QUANTITY
± - PLUS OR MINUS
⅊ - PROPERTY LINE
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21-033
June 25, 2025
D
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD
SD SD SD SD SD
UGPR
UGPR
UGPR
UGPR
UGPR
UGPR
UGPR
UGPR
UGPR
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
SSSS
D D
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SS
SS
SS
SS
SS
SS
SS
FUTURE COVERED
STORAGE AREA
SCALE: 1" = 20'-0" ON 24" X 36"
FINISH GRADE PLAN1
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21-033
June 25, 2025
BID ALTERNATE #3
SHOP SEE OREGON
DEPT. OF FISH AND
WILDLIFE SHOP
PLAN SET
EXISTING DOMESTIC
COLD WATERLINE
BID ALTERNATE #4
4" ASPHALT, SEE NOTES
1109'
1110'
1115'
1120'
1125'
1120'
1115'
1110'
1110.50'
1109.00'
1112.00'
BID ALTERNATE #4
DO NOT INSTALL 1' WIDE
LOW PROFILE MOUNTABLE
CURB ACROSS ACCESS
TO BID ALTERNATE #4
4" ASPHALT
BID ALTERNATE #3
DO NOT INSTALL 1' WIDE
LOW PROFILE MOUNTABLE
CURB ACROSS ACCESS
TO BID ALTERNATE #3
SHOP
BID ALTERNATE #4
INSTALL 1' WIDE LOW PROFILE
MOUNTABLE CURB ACROSS
ACCESS, FINISH ELEVATION
VARIES SMOOTH TRANSITION
TO GRAVEL
EL 1111.37
FF
EL 1111.25
FG
EL 1110.00
FG
EL 1110.50
FG
EL 1111.00
FG
EL 1111.25
FG
EL 1111.25
FG
SLOPE -2.1%
SLO
PE -2
.1%
SLOPE -1.75%
'-1
'-2
1110.00'
1109.50'
1111.50'
1108.50'
LP 1109.5
CONCRETE
SIDEWALK
EL 1110.00
FG
1111.00'
EL 1110.98
FG
SLOPE -2.3%
SS SS
SD SD
UGPR UGPR
DOMESTIC COLD WATER
UNDERGROUND POWER
STORM DRAIN
SANITARY SEWER
CW CW
LINETYPES LEGEND NOTES
1. ALL IMPORTED FILL MATERIAL TO ACHIEVE FINISH GRADE IN GRAVEL
PARKING LOTS SHALL BE CRUSHED ROCK SURFACING AND GRADED
PER ROADWAY AND PARKING GRADING.
2. ALL IMPORTED FILL MATERIAL FOR SUBBASE GRAVEL UNDER PAVED
PARKING AREAS SHALL BE BASE AGGREGATE AND GRADED PER
ROADWAY AND PARKING GRADING.
3. ALL IMPORTED FILL MATERIAL FOR SUBBASE GRAVEL UNDER THE
SHOP SHALL BE BASE AGGREGATE AND GRADED PER GRADING INSIDE
STRUCTURE LINES.
D
BO
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD
SD SD SD SD SD
UGPR
UGPR
UGPR
UGPR
UGPR
UGPR
UGPR
UGPR
UGPR
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
SSSS
D D
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SS
SS
SS
SS
SS
SS
SS
SCALE: 1" = 20'-0" ON 24" X 36"
BID ALTERNATE SITE UTILITIES1
PRELIMINARY
DRAWING
NOT FOR
CONSTRUCTION
Fis h &
W ildlife
OR
EG
ON
O re go n D
EP
A
R
TM
EN
T
O F
FI
SH
A N
D W
IL
D
LI
FE
FI
SH
D
IV
IS
IO
N
EN
G
IN
EE
R
IN
G
S
EC
TI
O
N
F
A
IR
V
IE
W
IN
D U
ST
R
IA
L
D R
IV
E
SE
SA
LE
M
, O R
EG
O
N
-1
3)
-6
CHIEF ENGINEER
FILE #:
SHEET
OF
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE:
R
EV
D
AT
E D
ES
C
R
IP
TI
O
N
Fi le
: U :\E ng in ee rin g\ Pr oj ec t F ile s\
F ile s\
-0
J oh n D ay W at er sh ed
D is tri ct
O ffi ce
N ew
C am pu s\
D ra w in gs \2
1-
Jo hn D ay W
SD
O
S ho p
-2 7-
.d w g
S av ed : 8
/1 /2
P lo t:
8/
4/
:5
AM
JO
H
N D
AY
W
AT
ER
SH
ED
D
IS
TR
IC
T O
FF
IC
E N
EW
S
H O
P
BU
IL
D
IN
G
BI
D
A
LT
ER
N
AT
E
SI
TE
U
TI
LI
TI
ES
RDS
CLM
RLM
21-033
June 25, 2025
FUTURE COVERED
STORAGE AREA
BID ALTERNATE #3
SHOP SEE OREGON
DEPT. OF FISH AND
WILDLIFE SHOP
PLAN SET
BID ALTERNATE #3
CICB-4
SHOP STORM DRAIN AND
RUN OFF CONNECTION
TO CATCH BASIN
12" INV IN: 1105.42
BID ALTERNATE #3
56 LF 6" PVC 3034, 2.0%
BID ALTERNATE #3
6" SANITARY
SEWER LINE
BID ALTERNATE #3
SANITARY SEWER
LINE CONNECTION
EXISTING DOMESTIC
COLD WATERLINEBID ALTERNATE #3
1" DOMESTIC WATERLINE
TO EDGE OF ASPHALT
DOMESTIC WATER
CONNECTION
BID ALTERNATE #3
4" POWER
CONNECTION
BID ALTERNATE #3
CB-5
RIM: 1111.29
INV: 1109.29
6" INV OUT: 1109.79
BID ALTERNATE #3
SDHH-3
RIM: 1111.25
INV: 1107.11
12" INV OUT: 1107.61
6" INV IN: 1107.71
8" INV IN: 1107.71
BID ALTERNATE #3
207 LF 8" PVC 3034, 1.25%
BID ALTERNATE #3
115 LF 12" PVC 3034, 1.9%
BID ALTERNATE #4
4" ASPHALT, SEE NOTES
BID ALTERNATE #4
CB-4
RIM: 1109.25
INV: 1108.26
6" INV OUT: 1108.76
EXISTING 4"
POWER
CUNDUIT
1109'
1110'
1115'
1120'
1125'
1120'
1115'
1110'
1112'
BID ALTERNATE #4
DO NOT INSTALL 1' WIDE
LOW PROFILE MOUNTABLE
CURB ACROSS ACCESS
TO BID ALTERNATE #4
4" ASPHALT
BID ALTERNATE #3
DO NOT INSTALL 1' WIDE
LOW PROFILE MOUNTABLE
CURB ACROSS ACCESS
TO BID ALTERNATE #3
SHOP
SS SS
SD SD
UGPR UGPR
DOMESTIC COLD WATER
UNDERGROUND POWER
STORM DRAIN
SANITARY SEWER
CW CW
LINETYPES LEGEND
BID ALTERNATE #4
INSTALL 1' WIDE LOW
PROFILE MOUNTABLE
CURB ACROSS
ACCESS
EL 1111.37
FF
1111.00'
1109.00'
1110.00'
SEE PLUMBING
PLAN SHEET 10
NOTES
1. ALL IMPORTED FILL MATERIAL TO ACHIEVE FINISH GRADE IN GRAVEL
PARKING LOTS SHALL BE CRUSHED ROCK SURFACING AND GRADED
PER ROADWAY AND PARKING GRADING.
2. ALL IMPORTED FILL MATERIAL FOR SUBBASE GRAVEL UNDER PAVED
PARKING AREAS SHALL BE BASE AGGREGATE AND GRADED PER
ROADWAY AND PARKING GRADING.
3. ALL IMPORTED FILL MATERIAL FOR SUBBASE GRAVEL UNDER THE
SHOP SHALL BE BASE AGGREGATE AND GRADED PER GRADING INSIDE
STRUCTURE LINES.
SCALE: 1" = 50'-0" ON 24" X 36"
WEST FACE1
SCALE: 1" = 50'-0" ON 24" X 36"
SOUTH FACE2
5 SCALE: 1" = 50'-0" ON 24" X 36"
SECTION VIEW3
'-0
4'
-1 0"
6' -1
4"
4'-13 4"
PRELIMINARY
DRAWING
NOT FOR
CONSTRUCTION
Fis h &
W ildlife
OR
EG
ON
O re go n D
EP
A
R
TM
EN
T
O F
FI
SH
A N
D W
IL
D
LI
FE
FI
SH
D
IV
IS
IO
N
EN
G
IN
EE
R
IN
G
S
EC
TI
O
N
F
A
IR
V
IE
W
IN
D U
ST
R
IA
L
D R
IV
E
SE
SA
LE
M
, O R
EG
O
N
-1
3)
-6
CHIEF ENGINEER
FILE #:
SHEET
OF
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE:
R
EV
D
AT
E D
ES
C
R
IP
TI
O
N
Fi le
: U :\E ng in ee rin g\ Pr oj ec t F ile s\
F ile s\
-0
J oh n D ay W at er sh ed
D is tri ct
O ffi ce
N ew
C am pu s\
D ra w in gs \2
1-
Jo hn D ay W
SD
O
S ho p
-2 7-
.d w g
S av ed : 8
/1 /2
P lo t:
8/
4/
:5
AM
JO
H
N D
AY
W
AT
ER
SH
ED
D
IS
TR
IC
T O
FF
IC
E N
EW
S
H O
P
BU
IL
D
IN
G
EL
EV
AT
IO
N A
N D
S
EC
TI
O
N V
IE
W
RDS
CLM
RLM
21-033
May 20, 2025
JIB CRANE WITH BUMPER
TO PREVENT THE CRANE
FROM HITTING THE
EQUIPMENT ON TOP OF
THE WALK IN COOLER
17'-11" 3'-6"
10"
TYP
1"
TYP
8" TY
P
4'-0"
TYP 3'
-6
4' -1
1 2"
7" TY
P
SCALE: 1" = 50'-0" ON 24" X 36"
SECTION VIEW4
NOTE:
HANDRAILS ARE STEEL 1.5" SCH 40 PIPE CAN BE
EITHER FABRICATED OR PRE ENGINEERED KIT.
HANDRAIL OF THE DECK HAVE A 4" KICK PLATE.
HANDRAILS
SEE NOTE
4'-0" TYP
HANDRAILS
SEE NOTE
SCALE: 1" = 50'-0" ON 24" X 36"
NORTH FACE2
SCALE: 1" = 50'-0" ON 24" X 36"
EAST FACE1
PRELIMINARY
DRAWING
NOT FOR
CONSTRUCTION
Fis h &
W ildlife
OR
EG
ON
O re go n D
EP
A
R
TM
EN
T
O F
FI
SH
A N
D W
IL
D
LI
FE
FI
SH
D
IV
IS
IO
N
EN
G
IN
EE
R
IN
G
S
EC
TI
O
N
F
A
IR
V
IE
W
IN
D U
ST
R
IA
L
D R
IV
E
SE
SA
LE
M
, O R
EG
O
N
-1
3)
-6
CHIEF ENGINEER
FILE #:
SHEET
OF
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE:
R
EV
D
AT
E D
ES
C
R
IP
TI
O
N
Fi le
: U :\E ng in ee rin g\ Pr oj ec t F ile s\
F ile s\
-0
J oh n D ay W at er sh ed
D is tri ct
O ffi ce
N ew
C am pu s\
D ra w in gs \2
1-
Jo hn D ay W
SD
O
S ho p
-2 7-
.d w g
S av ed : 8
/1 /2
P lo t:
8/
4/
:5
AM
JO
H
N D
AY
W
AT
ER
SH
ED
D
IS
TR
IC
T O
FF
IC
E N
EW
S
H O
P
BU
IL
D
IN
G
EL
EV
AT
IO
N A
N D
S
EC
TI
O
N V
IE
W
RDS
CLM
RLM
21-033
June 25, 2025
8' -0
SCALE: 1" = 50'-0" ON 24" X 36"
SECTION VIEW3
4" = 1'-0" ON 24" X 36"
FOUNDATION PLAN1
100'-0"5'-01 2"
'-0
4'
-0
'-0
PRELIMINARY
DRAWING
NOT FOR
CONSTRUCTION
Fis h &
W ildlife
OR
EG
ON
O re go n D
EP
A
R
TM
EN
T
O F
FI
SH
A N
D W
IL
D
LI
FE
FI
SH
D
IV
IS
IO
N
EN
G
IN
EE
R
IN
G
S
EC
TI
O
N
F
A
IR
V
IE
W
IN
D U
ST
R
IA
L
D R
IV
E
SE
SA
LE
M
, O R
EG
O
N
-1
3)
-6
CHIEF ENGINEER
FILE #:
SHEET
OF
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE:
R
EV
D
AT
E D
ES
C
R
IP
TI
O
N
Fi le
: U :\E ng in ee rin g\ Pr oj ec t F ile s\
F ile s\
-0
J oh n D ay W at er sh ed
D is tri ct
O ffi ce
N ew
C am pu s\
D ra w in gs \2
1-
Jo hn D ay W
SD
O
S ho p
-2 7-
.d w g
S av ed : 8
/1 /2
P lo t:
8/
4/
:5
AM
JO
H
N D
AY
W
AT
ER
SH
ED
D
IS
TR
IC
T O
FF
IC
E N
EW
S
H O
P
BU
IL
D
IN
G
FO
U
N D
AT
IO
N P
LA
N
A N
D S
EC
TI
O N
V
IE
W A
N D
AS
PH
AL
T
D
ET
AI
L
RDS
CLM
RLM
21-033
June 25, 2025
40'-0"
SE
E
N O
TE
SEE NOTE
BOF
EL 1111.37
FF
EL 1111.37
FF
1'-6" 1'-6"
NOTE:
THE BOTTOM OF FOOTING (BOF) TO
BE BELOW THE FROST DEPTH BY 3"
6" THICK CONCRETE 8" THICK CONCRETE
6" THICK CONCRETE
6" THICK CONCRETE
3' -0
6"
6SIMILAR
6" CONCRETE U.N.O.
6" 3 4"-MINUS COMPACTED ROCK
UNDISTURBED EARTH
6" THICK CONCRETE
#5 REBAR @ 16" O.C. E/W, TYP
6" SCH 40 STEEL PIPE
FILLED CONCRETE
4' -0
SCALE: 1
4" = 1'-0" ON 24" X 36"
SECTION VEIW2
4" ASPHALT
6" 3 4"-MINUS COMPACTED ROCK
UNDISTURBED EARTH
SCALE: 1
4" = 1'-0" ON 24" X 36"
ASPHALT SECTION VIEW3
CONTROL JOINT
4'-0"
6" CONCRETE SLAB
20'-0" TYP 20'-0" TYP
SCALE: 1
4" = 1'-0" ON 24" X 36"
CATCHBASIN SECTION VIEW4
EL 1111.29
CB GRATE
EL 1111.37
FF
EL 1111.37
FF
SLOPE 1% SLOPE 1%
8'-0" TYP
SIMILAR
1'-0"
8' -0
JOIST PLAN1
'-0
100'-0"
2x 6 J
OIS
T
2x6 JOIST
" I
JO
IS
TS
EXHAUST
HOOD
PRELIMINARY
DRAWING
NOT FOR
CONSTRUCTION
Fis h &
W ildlife
OR
EG
ON
O re go n D
EP
A
R
TM
EN
T
O F
FI
SH
A N
D W
IL
D
LI
FE
FI
SH
D
IV
IS
IO
N
EN
G
IN
EE
R
IN
G
S
EC
TI
O
N
F
A
IR
V
IE
W
IN
D U
ST
R
IA
L
D R
IV
E
SE
SA
LE
M
, O R
EG
O
N
-1
3)
-6
CHIEF ENGINEER
FILE #:
SHEET
OF
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE:
R
EV
D
AT
E D
ES
C
R
IP
TI
O
N
Fi le
: U :\E ng in ee rin g\ Pr oj ec t F ile s\
F ile s\
-0
J oh n D ay W at er sh ed
D is tri ct
O ffi ce
N ew
C am pu s\
D ra w in gs \2
1-
Jo hn D ay W
SD
O
S ho p
-2 7-
.d w g
S av ed : 8
/1 /2
P lo t:
8/
4/
:5
AM
JO
H
N D
AY
W
AT
ER
SH
ED
D
IS
TR
IC
T O
FF
IC
E N
EW
S
H O
P
BU
IL
D
IN
G
JO
IS
T
PL
AN
RDS
CLM
RLM
21-033
June 25, 2025
4" PLYWOOD DECK OVER
CEILING JOIST, TYP
PROPOSED FLOOR PLAN1
'-6
61'-6" 38'-6"
FREE
STANDING
WALK IN
COOLER
SHOP
WORK AREA
BAY 1
SHOP
WORK AREA
BAY 2
SHOP
WORK AREA
BAY 3
COVERED
WORK AREA
BAY 2
CHEMICAL
STORAGE
ROOM
GAS AND OIL
STORAGE
ROOM
RESTROOM
COVERED
WORK AREA
BAY 1
20'-0"20'-0" 20'-6"
NECROPSY/
STORAGE
ROOM
STORAGE
BAY
14'-101 2"
'-1
2"
8' X 8' OVERHEAD DOOR 12' X 12' OVERHEAD DOOR 12' X 12' OVERHEAD DOOR
100'-0"
10'-0"10'-0"8'-21 2"
9'-01 2" 3
8'-13 4"
8'-10"
'-7
'-0
4' -5
1 2"
11'-43 4"
FR
EE
ZE
R
FR
EE
ZE
R
ST
AI
N
LE
SS
ST
EE
L
TA
BL
E
12" CATCH
BASIN
FROST FREE YARD
HYDRANT
INSTALLED AFTER
BACKFLOW DEVICE
180° HOIST WITH 1-TON
CAPACITY ELECTRICAL
WINCH
PRELIMINARY
DRAWING
NOT FOR
CONSTRUCTION
Fis h &
W ildlife
OR
EG
ON
O re go n D
EP
A
R
TM
EN
T
O F
FI
SH
A N
D W
IL
D
LI
FE
FI
SH
D
IV
IS
IO
N
EN
G
IN
EE
R
IN
G
S
EC
TI
O
N
F
A
IR
V
IE
W
IN
D U
ST
R
IA
L
D R
IV
E
SE
SA
LE
M
, O R
EG
O
N
-1
3)
-6
CHIEF ENGINEER
FILE #:
SHEET
OF
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE:
R
EV
D
AT
E D
ES
C
R
IP
TI
O
N
Fi le
: U :\E ng in ee rin g\ Pr oj ec t F ile s\
F ile s\
-0
J oh n D ay W at er sh ed
D is tri ct
O ffi ce
N ew
C am pu s\
D ra w in gs \2
1-
Jo hn D ay W
SD
O
S ho p
-2 7-
.d w g
S av ed : 8
/1 /2
P lo t:
8/
4/
:5
AM
JO
H
N D
AY
W
AT
ER
SH
ED
D
IS
TR
IC
T O
FF
IC
E N
EW
S
H O
P
BU
IL
D
IN
G
PR
O
PO
SE
D F
LO
O
R P
LA
N
A N
D S
EC
TI
O N
V
IE
W
RDS
CLM
RLM
21-033
June 25, 2025
WELDING
EXHAUST
HOOD
6'-0"
SCALE: 1
4" = 1'-0" ON 24" X 36"
SECTION VIEW2
'-5
3'
-6
3' -1
1 2"
'-1
1"
SCALE: 1
4" = 1'-0" ON 24" X 36"
SECTION VIEW3
GAS AND OIL
STORAGE ROOM
NECROPSY/
STORAGE ROOM
CHEMICAL STORAGE
ROOM
RESTROOM
SS
SS
SS
SS
SS
SS
SS
SS
CW CW CW CW
SS
SS
SS
SS
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
CW CW CW CW CW
SS
SS
SS
SS
CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW
C W
C W
C W
C W
C W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
C W
SS
SS
SS
SS
SS
C W
C W
C W
CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CWCW
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
CW
H W
H W
C W
H W
H W
C W
C W
C W
C W
C W
SS
SS
SS
SS
SCALE: 1
4" = 1'-0" ON 24" X 36"
PLUMBING PLAN1
'-0
SHOP
WORK AREA
BAY 1
SHOP
WORK AREA
BAY 2
SHOP
WORK AREA
BAY 3
COVERED
WORK AREA
BAY 2
RESTROOM
COVERED
WORK AREA
BAY 1
NECROPSY/
STORAGE
ROOM
STORAGE
BAY
100'-0"
12" CATCH
BASIN1" DOMESTIC
WATERLINE
1" DOMESTIC
WATERLINE
SCALE: 1" = 1'-0" ON 24" X 36"
ENLARGED VIEW2
1" LINE
2" LINE
2" LINE
2" LINE
SCALE: 1" = 1'-0" ON 24" X 36"
ENLARGED VIEW3
INSTANT HOT
WATER TANK
INSTANT HOT
WATER TANK
2" LINE
4" LINE
4" LINE
2" LINE
6" LINE
HW HW
SS SS
SD SD
DOMESTIC COLD WATER
STORM DRAIN
SANITARY SEWER
CW CW
DOMESTIC HOT WATER
LINETYPES LEGEND
PRELIMINARY
DRAWING
NOT FOR
CONSTRUCTION
Fis h &
W ildlife
OR
EG
ON
O re go n D
EP
A
R
TM
EN
T
O F
FI
SH
A N
D W
IL
D
LI
FE
FI
SH
D
IV
IS
IO
N
EN
G
IN
EE
R
IN
G
S
EC
TI
O
N
F
A
IR
V
IE
W
IN
D U
ST
R
IA
L
D R
IV
E
SE
SA
LE
M
, O R
EG
O
N
-1
3)
-6
CHIEF ENGINEER
FILE #:
SHEET
OF
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE:
R
EV
D
AT
E D
ES
C
R
IP
TI
O
N
Fi le
: U :\E ng in ee rin g\ Pr oj ec t F ile s\
F ile s\
-0
J oh n D ay W at er sh ed
D is tri ct
O ffi ce
N ew
C am pu s\
D ra w in gs \2
1-
Jo hn D ay W
SD
O
S ho p
-2 7-
.d w g
S av ed : 8
/1 /2
P lo t:
8/
4/
:5
AM
JO
H
N D
AY
W
AT
ER
SH
ED
D
IS
TR
IC
T O
FF
IC
E N
EW
S
H O
P
BU
IL
D
IN
G
PL
U
M
BI
N G
P
LA
N
RDS
CLM
RLM
21-033
June 25, 2025
FROST FREE YARD
HYDRANT
INSTALLED AFTER
BACKFLOW DEVICE
G
FI
$$T
UGPR
UGPR
$3 $3 $3 $$$$ 3$
3$
G
FI
MP MP MP
SCALE: 1
8" = 1'-0" ON 22" X 34"
ELECTRICAL PLAN1
'-0
100'-0"
STANDARD SINGLE TOGGLE SWITCH
STANDARD 3-WAY TOGGLE SWITCH
$3
STANDARD TIMER SWITCH$T
STANDARD 220V RECEPTACLE
EXIT SIGN W/ BACK-UP LIGHTSSTANDARD DUAL 110V RECEPTACLE
GFI DUAL 110V RECEPTACLEGFI
200 AMP
PANEL
ELECTRICAL SYMBOLS LEGEND
CONNECTION WIRE TO SWITCH
VENTILATION FAN, MINIMUM 100 CFM AND MAXIMUM
1.0 SONES, VENT THROUGH ROOF
PRELIMINARY
DRAWING
NOT FOR
CONSTRUCTION
Fis h &
W ildlife
OR
EG
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CHIEF ENGINEER
FILE #:
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June 25, 2025
WALL MOUNTED LAMP
24K BTU, CEILING MOUNTED
REZNOR EUH-SERIES
HEATER
CADET HEATER WITH FACE MOUNTED THERMOSTAT
UGPR UGPR UNDERGROUND POWER
LINETYPES LEGEND
FLOOD LIGHT WITH PHOTOCELL AND MOTION SENSORMP
LIGHTS LEGEND
C-LITE 4-FOOT LINEAR LED VAPOR TIGHT
LIGHT, C-VT-C-LIN4 SERIES, SEE SPECS.
WIDE LINEAR LED VAPOR TIGHT LIGHT, CCT
SELECTABLE E-VTL4 SERIES, SEE SPECS.
WIDE LINEAR LED VAPOR TIGHT LIGHT, CCT
SELECTABLE E-VTL4 SERIES, SEE SPECS.
| Sheets and Views |
| 21-033 John Day WSDO Shop 06-27-25-T |
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| 21-033 John Day WSDO Shop 06-27-25-C3 |
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| 21-033 John Day WSDO Shop 06-27-25-S5 |
| 21-033 John Day WSDO Shop 06-27-25-S6 |
| 21-033 John Day WSDO Shop 06-27-25-S7 |
| 21-033 John Day WSDO Shop 06-27-25-S8 |
| 21-033 John Day WSDO Shop 06-27-25-S9 |
| 21-033 John Day WSDO Shop 06-27-25-S10 |
| 21-033 John Day WSDO Shop 06-27-25-S11 |
File details come from the government source that posted it. Updated .