OMD COUTES 2023-05-05 FINAL PLNS Part-1.pdf
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- Solicitation number
- S-24800-00014420
- Issued by
- Deschutes County, Oregon
About this file
This document is a project title sheet and technical specifications for the Oregon Military Department's Central Oregon Unit Training Equipment Site Wash Building and Stormwater Improvements project. The project is located in Salem, Oregon, and is being designed by Keller Associates, Inc. The scope involves civil engineering improvements for a military facility, including wash building construction and stormwater system modifications. The project documentation is dated May 2023, with a project number of 221127-000, and includes detailed technical specifications for piping, infrastructure, and site utilities.
The project is funded by the Oregon Military Department, with a contact person named Mark Williams. The technical specifications include specific requirements for pipe installation, testing, and materials, with notes about pipe designations, testing procedures, and installation standards. The project appears to involve significant infrastructure upgrades, including piping systems, stormwater management, and facility improvements. The documentation indicates compliance with building codes, specifically referencing 2003 IBC requirements, and includes provisions for pipe painting, insulation, and specialized installation techniques such as polyethylene sleeves for ductile iron pipes and specific requirements for copper piping.
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ASTORIA
EUGENE
SALEM
BEND
MEDFORD
ROSEBURG
NEWPORT
ONTARIO
BAKER CITY
LA GRANDE
PENDLETON
84205
PORTLAND
CORVALLIS
GRANTS PASS
KLAMATH FALLS
THE
DALLES
SEASIDE
GOLD
BEACH
BURNS
COUTES TI
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A
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N.T.S.
LOCATION MAPA1 N.T.S.
VICINITY MAPA3
MAY 2023
PROJECT
LOCATION
OREGON MILITARY DEPARTMENT
CENTRAL OREGON UNIT TRAINING EQUIPMENT SITE
WASH BUILDING AND
STORMWATER IMPROVEMENTS
CIVIL ENGINEER
KELLER ASSOCIATES, INC.
245 COMMERCIAL ST SE, STE 210
SALEM, OREGON 97301
CONTACT: JESSE FIELDS, PE
PHONE: 503-364-2002
EMAIL: JFIELDS@KELLERASSOCIATES.COM
OWNER
OREGON MILITARY DEPARTMENT
1776 MILITIA WAY SE
PO BOX 14350
SALEM, OREGON 97309
CONTACT: MARK WILLIAMS
PHONE: 503-302-3855
Know what's below.
before you dig.Call
R
800.342.1585
JOB SITE
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PROJECT NO.
SHEET NO.
221127-000
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1. FOR FIELD TEST PROCEDURES AND ADDITIONAL TEST
REQUIREMENTS, SEE PIPING SECTION OF SPECIFICATIONS.
2. FOR ACCEPTABLE PIPE USAGES, SEE PIPING SECTION OF
SPECIFICATIONS.
3. FOR PIPE FITTINGS, SEE PIPING SECTION OF SPECIFICATIONS.
4. ALL MANHOLES SHALL BE TESTED IN ACCORDANCE WITH
SECTION 02530.
5. EXPOSED PIPING SHALL BE PAINTED IN ACCORDANCE WITH
SPECIFICATIONS. COLORS SHALL BE SELECTED BY OWNER.
6. ALL CHEMICAL LINES PLACED OVERHEAD SHALL BE DOUBLE
WALL CONTAINED TO SATISFY 2003 IBC REQUIREMENTS.
7. EXPOSED PIPING SHALL BE INSULATED WHERE SHOWN. SEE
SPECIFICATIONS FOR INSULATION REQUIREMENTS.
8. DUCTILE IRON PIPE: POLYETHYLENE SLEEVE REQUIRED WHERE
BURIED.
9. COPPER PIPE: SOFT TEMPERED WHERE BURIED, HARD
TEMPERED WHERE EXPOSED.
10. ANY DEVIATION FROM THE PIPING MATERIALS OR FIELD TEST
PROCEDURES WILL BE NOTED IN THE SPECIFICATIONS
OR ON THE DRAWINGS.
GENERAL SHEET NOTES
TYPICAL PIPE DESIGNATION
PIPE-8" (5.C)
12" PE (22.A)
SHOWN IN PLAN VIEW
OR SHOWN IN SHEET KEYNOTES
PIPE DIAMETER
FLUID ABBREVIATION
SYSTEM NUMBER
PIPE TEST ID
PIPE DIAMETER
SYSTEM NUMBER
PIPE TEST ID
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PROJECT NO.
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PROPOSED YARD PIPING LINE LEGEND
SEE GENERAL SHEET G-650 FOR PIPING ABBREVIATIONS
NOTES:
1. NOTIFY ENGINEER IF SYMBOL IS NOT IN LEGEND OR SYMBOL DISCREPANCY
IS FOUND.
2. THIS IS A GENERAL LIST OF SYMBOLS AND LINES, NOT ALL ARE USED ON
THIS PROJECT.
PP OHP OHP
GI GI GI
TP-31
12''SS> 12''SS>
8''PI 8''PI 8''PI
8''W 8''W
10''SD> 10''SD>
1.50%
.73
CP #203
8''W45°
8''W 8''W
2''PI
8''PI
8''SS<8''SS<
18''SD< 15''SD<
12''SD<12''SD<
8''W 8''W
8'' FIRE 8'' FIRE
4''SS<
MW
PS PS PS
R/W R/W
NG NG NG
UGP UGP
FO FO FO
T T T
CABLE CABLE
TR
TV
oooo
EG EG 8''PS< 8''PS<
C T
JT DEVICE JT
UGP UGP
OHP OHPPP
T T
FO FO
T/D T/D
CABLE
TR
TV
T
<4''SS <4''SS 4''SS< 4''SS<
GM
GR
8''GI< 8''GI<
WC
ROW ROW
P/L P/L
7 8
5 6
J
NG NG
NG NG
NG NG
PROPERTY & CONTROL
SURVEY CONTROL POINT
SECTION LINES
PRESCRIPTIVE RIGHT OF WAY
PROJECT BOUNDARY
PROPERTY LINES
EASEMENT - UTILITY
EASEMENT - TEMPORARY
EASEMENT - SETBACK
EXISTING TOPOGRAPHY
TOPOGRAPHIC CONTOUR
EDGE OF PAVEMENT
CURB & GUTTER, SIDEWALK & DROP INLET
TEST PIT
EDGE OF GRAVEL
DEDICATED RIGHT OF WAY
DITCH FLOWLINE
SIGN
WITNESS CORNER
CALCULATED POINT
SET 1/2" STEEL PIN W/CAP
SET 5/8" STEEL PIN W/CAP
FOUND 5/8" STEEL PIN
FOUND ALUMINUM CAP
FOUND BRASS CAP
FOUND 1/2" STEEL PIN
DATA OF RECORD
BENCHMARK
QUARTER SECTION - NOT FOUND
CENTER SECTION
SECTION CORNER - FOUND
EXISTING UTILITY
WATERLINE & VALVE
SANITARY SEWER LINE & MANHOLE
STORM DRAIN LINE & MANHOLE
PRESSURE IRRIGATION & VALVE
GRAVITY IRRIGATION & MANHOLE
OVERHEAD POWER LINE & POWER POLE
SIGNAL POLE
LIGHT POLE
PROPOSED SITE
6" VERTICAL CURB, GUTTER, SIDEWALK & INLET
6" REVERSE CURB & GUTTER
PROPOSED GRADING
TOPOGRAPHIC CONTOUR
RIDGELINE
DRAINAGE ARROW & SLOPE
SPOT ELEVATION
PROPOSED MISCELLANEOUS
UNDERGROUND POWER LINE
NATURAL GAS LINE
FIBER OPTIC LINE
TELEPHONE LINE & RISER
CABLE LINE & RISER
CONSTRUCTION PHASE LIMITS
DEMOLITION/ABANDON
CLEARING AND GRUBBING
EDGE OF GRAVELPRESSURE SEWER LINE & VALVE VAULT
SANITARY SEWER SERVICE & CLEANOUT
SIGN
SWALE FLOWLINE
PROPOSED UTILITY
FLANGED MECHANICAL JOINT
FITTING TYPES
BEND
REDUCING TEE
GATE VALVE
FIRE HYDRANT
BLOW-OFF VALVE
PRESSURE IRRIGATION, TEE & GATE VALVE
WATERLINE
PRESSURE IRRIGATION SERVICE
SANITARY SEWER & MANHOLE
STORM DRAIN LINE, INLET & CATCH BASIN
STORM DRAIN LINE & MANHOLE W/ VENTED LID
SANITARY SEWER SERVICE & CAP
TEE
REDUCER
FLANGE TO MECHANICAL JOINT COUPLING
CROSS
CAP W/BLIND FLANGE
CHECK VALVE
BUTTERFLY VALVE
WATER SERVICE LINE & METER
FIRE LINE
MONITORING WELL
CABLE & TELEPHONE RISERS
JOINT TRENCH & DEVICE
PRESSURE SEWER & VALVE VAULT
SANITARY SEWER SERVICE & CLEANOUT
JOINT TRENCH IN PROFILE
GRAVITY IRRIGATION & STRUCTURE
JUNCTION BOX & DUCT BANK
RESTRAINED FITTING
LOCATION WIRE BOX
NON-FREEZE YARD HYDRANT
PROPOSED UTILITY (CONT.)
CABLE & TV RISER
FIBER OPTIC LINE & VAULT
NATURAL GAS LINE & METER
NATURAL GAS LINE & RISER
NATURAL GAS LINE & VALVE
UNDERGROUND POWER
OVERHEAD POWER & POLE
LIGHT POLE
TELEPHONE LINE & RISER
TELEPHONE DATA LINE
PROPOSED SITE (CONT.)
6" VERTICAL CUT CURB & GUTTER
6" REVERSE CUT CURB & GUTTER
IMBEDDED CURB
CONCRETE
ASPHALT
GRAVEL SECTION
GRAVEL SURFACE
LANDSCAPE ROCK
A A A A A A A
BM-#1
BUILDING OR STRUCTURE
BUILDING OR STRUCTURE
EP EP EDGE OF PAVEMENT
BM-1
WM
EP EP
EG EG
(SOLID 18)
(AR-CONC OR SOLID 65%)
(DOTS OR SOLID 50%)
(AR-SAND)
(GRAVEL)
(AGGREGATE)
SET PK NAIL
FOUND PK NAIL
l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l
DAYLIGHT - CUT LINE
DAYLIGHT - FILL LINE
X
X
O
O O
FENCE (BARBED WIRE OR OTHER WITH GATES)
FENCE (CHAINLINK WITH GATE)
FENCE (BARBED WIRE OR OTHER WITH GATES)
FENCE (CHAINLINK WITH GATE)
GENERIC GATE SWING GATE
SLIDER GATE
GENERIC GATE SWING GATE
SLIDER GATE
DEMOLITION
PARKING
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PERM. STRUCTURE
ABOVE GROUND TANKS
PROPANE TANKS
PERM.
STRUCTURE
CONC.
PERM. STRUCTURE
CONC.
GRAVELCONEX
CONC.
CONC.
CONEX
GRAVEL
MOVABLE STRUCTURE
CONEX
GRAVEL
GRAVEL
GRAVEL
GRAVEL
PROPANE TANK
FUEL STATION
PERM. STRUCTURE
CONEX
GRAVEL
SWALE
CONC.
CONEX
GATE MOTOR
GUARD SHED
LOADING RAMP
TRENCH DRAIN
SHEDS
PERM.
STRUCTURE
GRAVEL
PERM. STRUCTURE
SHOOTING RANGE ROOF
TP-01
TP-03
SHOOTING
RANGE
BACKSTOP FENCE
PERM. STRUCTURE
TP-03
TP-01
SEPTIC
CLEANOUT
UTIL BOX
CONC.
SEPTIC DRAIN FIELD
TRENCH DRAIN
GRAVEL ROAD
AIRPORT BEACON
AIRPORT SECURITY ROAD
GRAVEL
SSSS
SS
SS
SS
SS
O H
P
OHP
O H
P O
H P
O H
P O
H P
PROPANE TANK
CONC.
E
E E
E E
E
E
E
E
E
E
E
E E E E
E E
E E E
U G
P U
G P
UGP UGP UGP UGP
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UGP
UGP
U G
P
U G
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W
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W W W W
SD
SD
SD
SD
SD
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W
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PI
CONC.
PERM.
STRUCTURE
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EG EG EG
EG EG
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O O
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FO
FO FO
FO
FO
FO
FO
FO
FO
CP9
CP1CP2
CP3 CP4
CP5
CP6
CP7
CP8
CP10
CP11
CP12
CP13
CP14
CP15
CP16
CP17
CP10000
E E
E E
E
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2' 'W
2' 'W
2' 'W
2' 'W
2' 'W
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GENERAL SHEET NOTES
SHEET KEYNOTES
01 PROVIDE 16' OF STEEL PLATE WIDTH OVER
SEPTIC DRAIN LINE TO REMAIN DURING AND
AFTER CONSTRUCTION
02 REMOVE AND DISPOSE OF APPROXIMATELY 16'
OF FENCE FABRIC AND FENCE POSTS AS
NEEDED FOR NEW FENCE OPENING; RE: C-100
03 REMOVE AND DISPOSE OF EXISTING
SPRINKLER HEAD. REMOVE AND DISPOSE OF
PRESSURE IRRIGATION PIPING TO 18" BELOW
GROUND SURFACE
04 SAWCUT NEAT LINE THROUGH THE FULL
DEPTH OF SLAB AT NEAREST CONTROL JOINT
05 RETAIN AND PROTECT EXISTING CISTERN
WATER PIPING AS NEEDED TO CONNECT TO
NEW BUILDING
06 REMOVE AND DISPOSE OF ALL CONDUCTORS.
REMOVE AND DISPOSE OF CONDUIT TO 5'
OUTSIDE THE PROPOSED WASH AREA SLAB
FOOTPRINT AND ABANDON REMAINING
CONDUIT IN PLACE
07 RETAIN AND PROTECT EXISTING FUEL PAD
STORM DRAIN AS NEEDED TO CONNECT TO
PROPOSED WASH AREA SETTLING BASIN.
PROVIDE CLEANOUTS PER PLUMBING CODE AT
POINT OF CONNECTION TO EXISTING PIPES
08 REMOVE AND DISPOSE OF EXISTING
WASHRACK EQUIPMENT, CONCRETE SLAB,
CMU BUILDING AND APPURTENANCES, AND
UTILITIES AS NEEDED FOR NEW WASHRACK
AREA CONSTRUCTION
09 RETAIN AND PROTECT EXISTING SHOP DRAIN
AS NEEDED TO CONNECT TO PROPOSED WASH
AREA SETTLING BASIN. PROVIDE CLEANOUTS
PER PLUMBING CODE AT POINT OF
CONNECTION TO EXISTING PIPES
10 RETAIN AND PROTECT EXISTING CONCRETE
SLAB
JRFCMG
0 60 120
1. EXISTING UTILITIES ARE SHOWN IN AN
APPROXIMATE LOCATION, CONTRACTOR TO
VERIFY EXISTING UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION. SEE UTILITY PLANS
FOR MORE INFORMATION.
2. FURNISH MATERIALS WHERE "INSTALL",
"PLACE" OR "CONSTRUCT" IS REQUIRED
UNLESS NOTED OTHERWISE.
3. AREAS DISTURBED BY CONSTRUCTION WHERE
SURFACE REPAIR IS NOT INDICATED SHALL BE
RESTORED TO CONDITIONS FOUND PRIOR TO
CONSTRUCTION. THIS COST SHALL BE
INCIDENTAL TO THE CONTRACT.
Co m m er ci al
S t.
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Sa le m , O re go n
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PROJECT NO.
SHEET NO.
221127-000
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
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a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.
O R
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OREGON
EXPIRES: 12-31-2023
91548PERE
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MA RCH 08 , 2022JESSE R . FIELDS
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OOO
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
E
E E
O
O
O
O
O
TP-03
TP-01
SEPTIC
CLEANOUT
SEPTIC DRAIN FIELD
SS
SS
SS
SS
O H
P O
H P
O H
P
E
E E
E
E
E
E E E
E
E E
U G
P
UGP UGP UGP
E E
E E
E
E
E E E
E
UGP
U G
P
U G
P
E
E
W
W
W
W W W
SD
SD
SD
SD
W
PI
W
EG EG
EG
O
O
O
FO
FO
FO
FO
FO
FO
FO
E E
E E
E E
2' 'W
2' 'W
2' 'W
2' 'W
2' 'W
CP10
CP16
CP17
CP15
CP13
CP8
CP7
CP10000
CP4
CP3
CP6
CP12
CP11
CP5
CP1
CP2
CP9
O O
O
OOOO
O O
O O
O O
O
O O O O O
O O O
O O
O
O
O O
O O
OOO
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
E
E E
O
O
O
O
O
TP-03
TP-01
SEPTIC
CLEANOUT
SEPTIC DRAIN FIELD
SS
SS
SS
SS
O H
P O
H P
O H
P
E
E E
E
E
E
E E E
E
E E
U G
P
UGP UGP UGP
E E
E E
E
E
E E E
E
UGP
U G
P
U G
P
E
E
W
W
W
W W W
SD
SD
SD
SD
W
PI
W
EG EG
EG
O
O
O
FO
FO
FO
FO
FO
FO
FO
E E
E E
E E
2' 'W
2' 'W
2' 'W
2' 'W
2' 'W
CONTROL POINT TABLE
Point #
CP1
CP2
CP3
CP4
CP5
CP6
CP7
CP8
CP9
CP10
CP11
CP12
CP13
CP14
CP15
CP16
CP17
CP10000
Northing
944216.0076
944223.0056
944091.9446
944084.2656
944032.9556
944013.2606
944192.3086
944307.7696
944329.8626
944344.1596
943945.6376
943891.6476
944437.9636
944911.1636
944457.8936
944555.8936
944567.3296
944161.2246
Easting
4755196.2978
4755004.9858
4755029.5188
4755120.2008
4755232.2578
4755398.8128
4755410.7248
4755421.3558
4755207.3808
4754971.2468
4755006.3818
4755549.3108
4755644.3438
4755694.3918
4756135.9398
4755951.6278
4756021.1748
4755664.8148
Elevation
3051.24
3049.86
3050.66
3051.45
3053.39
3053.79
3054.14
3055.79
3050.51
3048.58
3056.00
3057.58
3060.47
3058.14
3062.38
3062.16
3062.44
3058.66
Description
CP-MN
CP-MN
CP-SPK
CP-SPK
CP-SPK
CP-SPK
CP-SPK
CP-SPK
CP-SPK
CP-SPK
CP-SPK
CP-SPK
CP-SPK
CP-MN
CP-SPK
CP-SPK
CP-SPK
BASE-4P
CONTROL POINT TABLE
Point #
CP1
CP2
CP3
CP4
CP5
CP6
CP7
CP8
CP9
CP10
CP11
CP12
CP13
CP14
CP15
CP16
CP17
CP10000
Northing
944216.0076
944223.0056
944091.9446
944084.2656
944032.9556
944013.2606
944192.3086
944307.7696
944329.8626
944344.1596
943945.6376
943891.6476
944437.9636
944911.1636
944457.8936
944555.8936
944567.3296
944161.2246
Easting
4755196.2978
4755004.9858
4755029.5188
4755120.2008
4755232.2578
4755398.8128
4755410.7248
4755421.3558
4755207.3808
4754971.2468
4755006.3818
4755549.3108
4755644.3438
4755694.3918
4756135.9398
4755951.6278
4756021.1748
4755664.8148
Elevation
3051.24
3049.86
3050.66
3051.45
3053.39
3053.79
3054.14
3055.79
3050.51
3048.58
3056.00
3057.58
3060.47
3058.14
3062.38
3062.16
3062.44
3058.66
Description
CP-MN
CP-MN
CP-SPK
CP-SPK
CP-SPK
CP-SPK
CP-SPK
CP-SPK
CP-SPK
CP-SPK
CP-SPK
CP-SPK
CP-SPK
CP-MN
CP-SPK
CP-SPK
CP-SPK
BASE-4P
SU
R
VE
Y
C O
N
TR
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PL
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C-011J:
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3:
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7:
A M
JRFMLN
0 80 160
Co m m er ci al
S t.
SE
, S ui te
Sa le m , O re go n
(5
) 3
-2
PROJECT NO.
SHEET NO.
221127-000
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
U
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S
- W
AS
H
B U
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D
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A N
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AT
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IM
PR
O
VE
M
EN
TS
N
O
R
EV
IS
IO
N S
D
AT
E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.
O R
EG
O
N M
IL
IT
AR
Y
D
EP
AR
TM
EN
T
OREGON
EXPIRES: 12-31-2023
91548PERE
GIST
ERED PROFESSIONALENGINEER
MA RCH 08 , 2022JESSE R . FIELDS
BASIS OF BEARING
THE BOUNDARY SHOWN ON THIS SURVEY IS THE BEST CALCULATION BASED ON AVAILABLE AND
OBSERVED MONUMENTS, OCCUPATION LINES ADJACENT TO THE CALCULATED PROPERTY LINES, AND AVAILABLE DEED AND TITLE INFORMATION. THE NORTHEAST SECTION CORNER AND NORTH QUARTER CORNER WERE CALCULATED BASED ON WITNESS MONUMENTS AND BEARING TREES. DEED DISTANCES WERE USED TO FILL IN WHERE MONUMENTS WERE LACKING. THE LOCATION OF THE WEST 465 FEET OF THE PROPERTY WAS HELD PER RECORD AND ROTATED TO THE CALCULATED LINE BETWEEN THE FOUND SOUTHWEST CORNER OF THE EASTERN PORTION OF THE PROPERTY DESCRIBED IN REFERENCE DEED (F) AND SHOWN IN REFERENCE SURVEY (B), AND THE CALCULATED LYING ON THE NORTH SECTION LINE,
1304.99 FEET EASTERLY OF THE NORTHEAST SECTION CORNER PER REFERENCE SURVEYS (A) & (B), AND PER REFERENCE DEED (E). THE NORTHEAST CORNER OF THE SITE WAS CALCULATED ON THE EAST SECTION LINE PER REFERENCE SURVEY (B), AND PER REFERENCE DEEDS (D), (F), AND (G). THE NORTHWEST CORNER OF THE EASTERN PORTION OF THE PROPERTY WAS CALCULATED PER RECORD DISTANCE FROM SAID FOUND CORNER PER REFERENCE SURVEY (B). THE SOUTHEAST CORNER OF THE EASTERN PORTION WAS CALCULATED AT THE MIDPOINT OF THE EAST SECTION LINE. CALCULATED BOUNDARIES GENERALLY FOLLOW THE CURRENT FENCES AND THE OBSERVED EVIDENCE OF OLDER
FENCES WHERE THEY HAVE BEEN RELATED TO THE BOUNDARIES IN PAST SURVEYS.
FURTHER FIELD INVESTIGATION WOULD BE REQUIRED TO FINALIZE A MORE DEFINITIVE BOUNDARY. THE BOUNDARY RESULTS SHOWN HAVE A CONFIDENCE OF ACCURACY TO WITHIN ±10' BASED ON AVAILABLE DATA AND VARIATIONS IN STATED RECORD DIMENSIONS DUE TO THE GENERALIZED NATURE OF MANY OF
THE LEGAL DESCRIPTIONS OF THE DEEDS CITED IN THIS SURVEY.
BEARINGS OF THIS SURVEY ARE BASED ON OREGON STATE PLANE COORDINATE SYSTEM, SOUTH ZONE #3602.
VERTICAL DATUM: NAVD 88
FI
N
AL
E
LE
C
TR
O
N
IC
D O
C U
M
EN
T
AV
AI
LA
BL
E
U
PO
N R
EQ
U
O O
OOOOO
O O
O O
O O
O O
O
O O O O O
O O
O O O O O
O O
O O
OO
O O
O O
O O
OOOOO
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O O
O
O
O
O
O
O
O
O
EP
PERM. STRUCTURE
ABOVE GROUND TANKS
PROPANE TANKS
PERM.
STRUCTURE
CONC.
PERM. STRUCTURE
CONC.
GRAVELCONEX
CONC.
CONC.
CONEX
GRAVEL
MOVABLE STRUCTURE
CONEX
GRAVEL
GRAVEL
GRAVEL
GRAVEL
PROPANE TANK
FUEL STATION
PERM. STRUCTURE
CONEX
GRAVEL
SWALE
CONC.
CONEX
GATE MOTOR
GUARD SHED
LOADING RAMP
TRENCH DRAIN
SHEDS
PERM.
STRUCTURE
GRAVEL
PERM. STRUCTURE
SHOOTING RANGE ROOF
TP-01
TP-03
SHOOTING
RANGE
BACKSTOP FENCE
PERM. STRUCTURE
TP-03
TP-01
UTIL BOX
CONC.
TRENCH DRAIN
GRAVEL ROAD
AIRPORT BEACON
AIRPORT SECURITY ROAD
GRAVEL
PROPANE TANK
CONC.
SHED
W
CONC.
W
EG EG EG
EG EG
OO
O O
O O
O
CP9
CP1CP2
CP3 CP4
CP5
CP6
CP7
CP8
CP10
CP11
CP12
CP13
CP14
CP15
CP16
CP17
CP10000
O
O
O O
O O
O
O
O
VE
R
AL
L
SI
TE
P
LA
N
C-100J:
\2
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N
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\C -1
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LA
ST
S
AV
ED
: 5
/3 /2
4:
P M
PR
IN
TE
D
: 5 /5
/2
7:
A
M
GENERAL SHEET NOTES
SHEET KEYNOTES
01 INSTALL FENCE END BRACING TO
ACCOMMODATE A 16' WIDE OPENING TO
REMAIN; RE: AGENCY DETAILS 1/1, 2/1, 3/1
02 STORMWATER RETENTION POND; RE C-200
03 INSTALL FENCE; RE: C-551 FOR OREGON
MILITARY DEPARTMENT STANDARD FENCING
DETAILS
APPROXIMATE LOCATION, CONTRACTOR TO
VERIFY EXISTING UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION. SEE UTILITY PLANS
FOR MORE INFORMATION.
2. FURNISH MATERIALS WHERE "INSTALL",
"PLACE" OR "CONSTRUCT" IS REQUIRED
UNLESS NOTED OTHERWISE.
3. AREAS DISTURBED BY CONSTRUCTION WHERE
SURFACE REPAIR IS NOT INDICATED SHALL BE
RESTORED TO CONDITIONS FOUND PRIOR TO
CONSTRUCTION. THIS COST SHALL BE
INCIDENTAL TO THE CONTRACT.
Co m m er ci al
S t.
SE
, S ui te
Sa le m , O re go n
(5
) 3
-2
PROJECT NO.
SHEET NO.
221127-000
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
U
TE
S
- W
AS
H
B U
IL
D
IN
G
A N
D
ST
O R
M W
AT
ER
IM
PR
O
VE
M
EN
TS
N
O
R
EV
IS
IO
N S
D
AT
E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.
O R
EG
O
N M
IL
IT
AR
Y
D
EP
AR
TM
EN
T
OREGON
EXPIRES: 12-31-2023
91548PERE
GIST
ERED PROFESSIONALENGINEER
MA RCH 08 , 2022JESSE R . FIELDS
Co m m er ci al
S t.
SE
, S ui te
Sa le m , O re go n
(5
) 3
-2
PROJECT NO.
SHEET NO.
221127-000
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
U
TE
S
- W
AS
H
B U
IL
D
IN
G
A N
D
ST
O R
M W
AT
ER
IM
PR
O
VE
M
EN
TS
N
O
R
EV
IS
IO
N S
D
AT
E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.
O R
EG
O
N M
IL
IT
AR
Y
D
EP
AR
TM
EN
T
OREGON
EXPIRES: 12-31-2023
91548PERE
GIST
ERED PROFESSIONALENGINEER
MA RCH 08 , 2022JESSE R . FIELDS
ENLARGED SITE PLAN;
RE: C-101
FUTURE COLD
WASH; BY OTHERS
FI
N
AL
E
LE
C
TR
O
N
IC
D O
C U
M
EN
T
AV
AI
LA
BL
E
U
PO
N R
EQ
U
O
O O
O O
O O
O
O
O
O
O
O O
O O
O O
OOOOOOOO
O O
O O
O O
O O
O O
O O
O O
O O O O O O O O
O
O
O O
O O
O O
OOOO
O
O O
O O
O O
O O
O O
OOOOOOO
O
O O
O
EG
EG
EG
EG
PERM. STRUCTURE
ABOVE GROUND TANKS
PROPANE TANKS
PERM.
STRUCTURE
CONC.
PERM. STRUCTURE
CONC.
GRAVELCONEX
CONC.
CONC.
CONEX
GRAVEL
MOVABLE STRUCTURE
CONEX
GRAVEL
GRAVEL
PROPANE TANK
FUEL STATION
PERM. STRUCTURE
CONEX
GRAVEL
SWALE
CONC.
CONEX
LOADING RAMP
TRENCH DRAIN
SHEDS
PERM.
STRUCTURE
TP-03
TP-03
UTIL BOX
CONC.
TRENCH DRAIN
GRAVEL ROAD
PROPANE TANK
CONC.
SHED
W W
CP9
CP1CP2
CP3
CP4
CP5
CP6
CP7
CP8
CP10
CP11
CP12
CP13
CP10000
EN
LA
R G
ED
S
IT
E
PL
AN
C-101J:
\2
O
M D
C O
U
TE
S\ C
_D
ES
N
C
AD
\3 _D
ES
IG
N \W
AS
H
-S
TO
R M
\D _P
LA
N
S- 1\
C
IV
IL
\C -1
E
N
LA
R G
ED
S
IT
E
PL
AN
.D W
G
LA
ST
S
AV
ED
: 5 /4
/2
:0
AM
PR
IN
TE
D : 5
/5 /2
7:
A M
GENERAL SHEET NOTES
SHEET KEYNOTES
01 INSTALL FENCE END BRACING TO
ACCOMMODATE A 16' WIDE OPENING TO
REMAIN; RE: AGENCY DETAILS 1/1, 2/1, 3/1
02 INSTALL CONCRETE SLAB AND CURB ; RE:
C-201
03 HOT WASH BUILDING
04 STORMWATER RETENTION POND; RE C-200
0 40 80
APPROXIMATE LOCATION, CONTRACTOR TO
VERIFY EXISTING UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION. SEE UTILITY PLANS
FOR MORE INFORMATION.
2. FURNISH MATERIALS WHERE "INSTALL",
"PLACE" OR "CONSTRUCT" IS REQUIRED
UNLESS NOTED OTHERWISE.
3. AREAS DISTURBED BY CONSTRUCTION WHERE
SURFACE REPAIR IS NOT INDICATED SHALL BE
RESTORED TO CONDITIONS FOUND PRIOR TO
CONSTRUCTION. THIS COST SHALL BE
INCIDENTAL TO THE CONTRACT.
Co m m er ci al
S t.
SE
, S ui te
Sa le m , O re go n
(5
) 3
-2
PROJECT NO.
SHEET NO.
221127-000
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
U
TE
S
- W
AS
H
B U
IL
D
IN
G
A N
D
ST
O R
M W
AT
ER
IM
PR
O
VE
M
EN
TS
N
O
R
EV
IS
IO
N S
D
AT
E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.
O R
EG
O
N M
IL
IT
AR
Y
D
EP
AR
TM
EN
T
OREGON
EXPIRES: 12-31-2023
91548PERE
GIST
ERED PROFESSIONALENGINEER
MA RCH 08 , 2022JESSE R . FIELDS
Co m m er ci al S t.
SE
, S ui te
Sa le m
, O re go n
(5
) 3
-2
PROJECT NO.
SHEET NO.
221127-000
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
U
TE
S
- W
AS
H
B U
IL
D
IN
G
A N
D
ST
O R
M W
AT
ER
IM
PR
O
VE
M
EN
TS
N
O
R
EV
IS
IO
N S
D
AT
E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.
O R
EG
O
N M
IL
IT
AR
Y
D
EP
AR
TM
EN
T
OREGON
EXPIRES: 12-31-2023
91548PERE
GIST
ERED PROFESSIONALENGINEER
MA RCH 08 , 2022JESSE R . FIELDS
HOT WASH GRADING PLAN;
RE: C-201
WEST GRADING PLAN;
RE: C-200
FI
N
AL
E
LE
C
TR
O
N
IC
D O
C U
M
EN
T
AV
AI
LA
BL
E
U
PO
N R
EQ
U
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X X X X X X X X X X X X X X
X
X
EG 3049.93
FG 30
.67
FG 30
.48
FG 30
.87
EG 30
.84FG 30
.80
EG 30
.88
FG 30
.14
EG 30
.36
EG 3049.26
FG 30
.12
FG 30
.24
FG 30
.95
FG 30
.80
EG 3049.73
FG 30
.23
FG 30
.43
FG 30
.46
EG 3049.60
EG 3049.51
EG 3049.23FG 30
.19
FG 30
.12
FG 30
.86
FG 30
.22
FG 30
.03
FG 30
.78
FG 30
.44
EG 3048.92
EG 30
.95
EG 3048.97
FG 30
.29
FG 30
.99
FG 30
.61
FG 30
.03
FG 30
.86
FG 30
.20
FG 30
.50
EG 30
.76
EG 30
.52
EG 3048.53
FG 30
.45
EG 30
.45
EG 3048.27 EG 30
.36
EG 3050.02 EG 3049.83EG 30
.36
EG 3049.81
FG 30
.40
EG 30
.62
FG 30
.37
EG 30
.68
FG 30
.58
N: 941630.95 E: 4754336.11
N: 941584.48 E: 4754335.88
N: 941529.43 E: 4754309.34
N: 941469.95 E: 4754309.08
N: 941421.33 E: 4754330.23
N: 941421.73 E: 4754249.95
N: 941469.51 E: 4754250.19
FG 30
.00
FG 30
.00
EG 3039.00 EG 3039.00
N: 941565.85 E: 4754163.58
N: 941585.66 E: 4754213.66
50.00%
.0
0%
50.00%
50.00%
FG 3047.51
FG 3047.36
N: 941631.37 E: 4754250.99
OF-01
N = 941653.10 E = 4754258.25
RIM = 3046.90
IE OUT (SW) = 3042.80
FG 3041.00
FG 3047.00
FG 3047.00
FG 3047.00
-1 .3
6%
-2.66%
-3.13%-0.58%
-1.98%
-0 .8
4%
-1.50%
-1 .3
6%
77.48 LF OF 12" PVC PIPE @ 2.32%
Co m m er ci al
S t.
SE
, S ui te
Sa le m , O re go n
(5
) 3
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PROJECT NO.
SHEET NO.
221127-000
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C
EN
TR
AL
O R
EG
O
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T R
AI
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IN
G
EQ
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IP
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SI
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N O
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EV
IS
IO
N
S D
AT
E
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of
K el le r A ss oc ia te s, In c.
DRAFT
Not For
Construction
O R
EG
O
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IL
IT
AR
Y
D
EP
AR
TM
EN
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BEND OFFICE
1011 SW EMKAY DR #207
BEND, OR 97703
541.797.6781
25.0'
(TYP)
25.0'
(TYP)
29.5'
20.0'
14.6'
50.0'
80.0'
16.0'
16.0'
20 0 20 40
SCALE OF FEET
SCALE: 1"=20'
W
ES
T G
R
AD
IN
G
P
LA
N
C-200
SCALE:
C-200
PLAN
1" = 20'
LEGEND
EXISTING PROPERTY BOUNDARY
EXISTING 10' CONTOUR
EXISTING 2' CONTOUR
EXISTING BUILDING PERIMETER
EXISTING CONCRETE
EXISTING EDGE OF GRAVEL
EXISTING FENCE
EXISTING GRAVEL
PROPOSED 10' CONTOUR
PROPOSED 2' CONTOUR
PROPOSED RETENTION POND
PROPOSED RIP RAP
PROPOSED GRAVEL SECTION
PROPOSED FLOW LINE
PROPOSED GRADING LIMITS
PROPOSED CONCRETE
PROPOSED BUILDING
PROPOSED FENCE
PROPOSED STORM LINE
PROPOSED TYPE D INLET
C -5
KEY NOTES
PROPOSED FENCE; RE: C-100
PROPOSED HOT WASH FACILITY AND GRADING
IMPROVEMENTS; RE: C-201
MATCH EXISTING.
PROPOSED GRAVEL SECTION, SEE
PROPOSED TYPE D INLET, SEE
PROPOSED 12" STORM LINE, SEE
BOTTOM OF POND, PLACE 2 FT OF RIP RAP.
TOP OF RIP RAP.
TOP OF POND, GRADE 2:1 TO EXISTING.
C-503
C-503
C-503
RENEWS 12-31-2023
DIGITALLY SIGNED
COPY AVAILABLE
FI
N
AL
E
LE
C
TR
O
N
IC
D O
C U
M
EN
T
AV
AI
LA
BL
E
U
PO
N R
EQ
U
CONC.
MOVABLE STRUCTURE
TRENCH DRAIN
TP-03
UTIL BOX
CONC.
l l l l l l l l l l l l l l l l l l l l l l l l l l l
-10.00%
-15.02%
-1 0.
-12.85%
-16.87% l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l
-13.70%
-10.00%
-8.60%
-0.37%
207208
210211
260 261
270 271
GEOMETRIC & GRADING POINT
POINT
DESC
FG
CON GVL
CON GVL
CON FG
CON
CON FG
CON FG
FG
FG
FG
FG
FG
FG
CON EG
CON FG
FL
FL
TC
TC
TC
TC
TC
TC
TC
TC
EG
FG
EG
FG
EG
FG
FG
FG
NORTHING
944210.34
944206.21
944206.20
944210.58
944196.20
944132.12
944132.12
944116.20
944106.20
944106.20
944116.20
944133.73
944160.20
944220.29
944132.09
944215.43
944132.11
944163.59
944163.60
944214.92
944214.92
944219.17
944218.83
944225.67
944225.29
944163.56
944163.56
944214.88
944214.92
944219.21
944218.78
944225.71
944225.28
EASTING
4755106.45
4755143.20
4755184.10
4755188.37
4755184.20
4755197.58
4755184.20
4755184.20
4755184.10
4755106.60
4755106.50
4755106.50
4755106.50
4755191.26
4755201.61
4755189.82
4755199.60
4755098.08
4755098.48
4755097.99
4755098.47
4755100.41
4755100.62
4755110.09
4755110.32
4755098.03
4755098.53
4755097.99
4755098.49
4755100.39
4755100.65
4755110.10
4755110.36
ELEV
3051.24
3051.57
3051.57
3051.01
3051.50
3051.41
3052.56
3052.85
3052.65
3052.65
3052.60
3052.08
3051.50
3051.06
3051.39
3051.02
3051.33
3050.19
3050.20
3049.50
3050.00
3050.22
3050.22
3050.10
3050.10
3050.19
3050.20
3049.50
3049.83
3049.57
3049.80
3049.67
3049.67
H O
T W
AS
H
G R
AD
IN
G P
LA
N
C-201J:
\2
O
M D
C O
U
TE
S\ C
_D
ES
N
C
AD
\3 _D
ES
IG
N \W
AS
H
-S
TO
R M
\D _P
LA
N
S- 1\
C
IV
IL
\C -2
H
O T
W
AS
H G
R
AD
IN
G
P
LA
N .D
W G
LA
ST
S
AV
ED
: 5
/4 /2
6:
P M
PR
IN
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D
: 5 /5
/2
7:
A
M
GENERAL SHEET NOTES
SHEET KEYNOTES
0 10 20
APPROXIMATE LOCATION, CONTRACTOR TO
VERIFY EXISTING UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION. SEE UTILITY PLANS
FOR MORE INFORMATION.
2. FURNISH MATERIALS WHERE "INSTALL",
"PLACE" OR "CONSTRUCT" IS REQUIRED
UNLESS NOTED OTHERWISE.
3. AREAS DISTURBED BY CONSTRUCTION WHERE
SURFACE REPAIR IS NOT INDICATED SHALL BE
RESTORED TO CONDITIONS FOUND PRIOR TO
CONSTRUCTION. THIS COST SHALL BE
INCIDENTAL TO THE CONTRACT.
Co m m er ci al
S t.
SE
, S ui te
Sa le m , O re go n
(5
) 3
-2
PROJECT NO.
SHEET NO.
221127-000
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
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S
- W
AS
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B U
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D
IN
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A N
D
ST
O R
M W
AT
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IM
PR
O
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M
EN
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N
O
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EV
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N S
D
AT
E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.
O R
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AR
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TM
EN
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OREGON
EXPIRES: 12-31-2023
91548PERE
GIST
ERED PROFESSIONALENGINEER
MA RCH 08 , 2022JESSE R . FIELDS
Co m m er ci al S t.
SE
, S ui te
Sa le m
, O re go n
(5
) 3
-2
PROJECT NO.
SHEET NO.
221127-000
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
U
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S
- W
AS
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B U
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D
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A N
D
ST
O R
M W
AT
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IM
PR
O
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M
EN
TS
N
O
R
EV
IS
IO
N S
D
AT
E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.
O R
EG
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AR
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D
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AR
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EN
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OREGON
EXPIRES: 12-31-2023
91548PERE
GIST
ERED PROFESSIONALENGINEER
MA RCH 08 , 2022JESSE R . FIELDS
ABBREVIATIONS
LEGEND
526 GEOMETRIC & GRADING POINT
CON TOP OF CONCRETE
COR CORNER
EG EXISTING GRADE
FF FINISHED FLOOR
FG FINISHED GRADE
FL FLOW LINE
GVL GRAVEL
PC POINT OF CURVATURE
PT POINT OF TANGENCY
TC TOP OF CURB
01 DAYLIGHT FILL LINE
02 INSTALL CONCRETE CURB
03 CONSTRUCT CONCRETE V-DITCH
04 INSTALL CONCRETE SLAB; RE: C1422
05 INSTALL GRAVEL SUFACING; RE: C1004
HOT WASH
BUILDING
3051.95 FF
.0
0'
.0 0'
.6
7'
11.83'
2.50'
41.00'
77.50'
6.
10.50'
3.33'
6.00'
32.50'
.0
0'
4.00'
.0
0'
.0
0'
.0
0'
.0
0'
4.00'
13.38' 89'±
.6
7'
FI
N
AL
E
LE
C
TR
O
N
IC
D O
C U
M
EN
T
AV
AI
LA
BL
E
U
PO
N R
EQ
U
-1 .5
0%
-1 .5
0% -1
.5 0%
-2.00%
-1 .5
0%
-2.00%
-0 .5
0%
-3.04%
-2 .9
4%
-1.00%
-4 .3
9% +0
.0 0%
-2 .9
6%
+0.00%
-1 .2
4%
+0.00%
-1.83% -1.24%
-1.24%
-1 .2
4%
+0.00%+0.00%-2.00%
-2 .9
5%
-1 .2
9%
+0.00%
-1.29%
-2.00%
-0 .5
0%
+0 .0
0% -1
.0 0%
-2.00%
-4.13% -2.00%
-0.01%
-1.00%
-2.39%
-2.00% +0.00%
+0.00%+0.00% +0.00%
-2.64%-2 .38
+0 .0
0%
-2 .0
0%
-4.13%
-1 .5
0%
-2 .6
9%
+0.00%
-1.00%
-1.22% -1.20%-2.82%
-1.
-2 .0
0%
-1.00%
-2 .9
6%
-4.31% -2.00% -2.88%
-2.26%
-3.70%
-1 .9
4%
-3 .5
2% l l l l
-1 .8
1% -1
.8 7%
-3 .1
7%
403 404
406 407
409 410
460 461
462 463
GEOMETRIC & GRADING POINT
POINT
DESC
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF TG
FF
FF TG
FF
FF
FF
FF
FF
FF
FF TG
TG
TG
FF
TG
FF
FF
FF
FF
FF
TG
TG
TG
TG
TG
TG
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF TG
FF TG
FF TG
FF TG
NORTHING
944116.20
944116.20
944116.20
944116.20
944134.87
944134.87
944134.87
944134.87
944134.87
944134.87
944134.87
944134.87
944134.87
944153.53
944153.53
944153.53
944153.53
944156.70
944156.70
944156.70
944156.70
944156.70
944156.70
944156.70
944160.20
944160.20
944171.45
944175.03
944175.03
944182.96
944185.62
944185.62
944185.62
944185.62
944185.62
944196.20
944196.20
944196.20
944196.20
944196.20
944196.20
944205.28
944210.20
944210.20
944206.21
944134.87
944134.87
944156.70
944156.70
EASTING
4755106.60
4755148.00
4755161.60
4755184.10
4755106.60
4755117.10
4755123.10
4755126.43
4755128.93
4755148.00
4755161.60
4755175.00
4755184.10
4755117.10
4755123.10
4755126.43
4755128.93
4755106.60
4755117.10
4755139.10
4755148.00
4755161.60
4755175.00
4755184.10
4755106.60
4755139.10
4755139.10
4755139.10
4755148.00
4755139.10
4755145.50
4755148.00
4755161.60
4755175.00
4755184.10
4755139.10
4755143.10
4755148.00
4755161.60
4755175.00
4755184.10
4755139.10
4755139.10
4755143.10
4755143.20
4755170.41
4755179.58
4755170.41
4755179.58
ELEV
3052.85
3052.85
3052.85
3052.85
3052.30
3052.30
3052.30
3052.30
3052.30
3052.30
3052.57
3052.31
3052.51
3051.71
3051.66
3051.63
3051.60
3051.71
3051.61
3051.39
3051.66
3052.25
3051.98
3052.24
3051.75
3051.42
3051.92
3051.93
3051.75
3051.93
3051.66
3051.54
3051.81
3051.54
3051.88
3051.93
3051.85
3051.75
3051.75
3051.75
3051.75
3051.81
3051.75
3051.67
3051.57
3052.40
3052.41
3052.07
3052.11
H O
T W
AS
H
S
LA
B
PL
AN
C-202J:
\2
O
M D
C O
U
TE
S\ C
_D
ES
N
C
AD
\3 _D
ES
IG
N \W
AS
H
-S
TO
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\D _P
LA
N
S- 1\
C
IV
IL
\C -2
E
N
LA
R G
ED
H
O T
W
AS
H G
R
AD
IN
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P
LA
N .D
W G
LA
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S
AV
ED
: 5
/5 /2
:0
AM
PR
IN
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D
: 5 /5
/2
:0
AM
GENERAL SHEET NOTES
JRFMRN
0 5 10
Co m m er ci al
S t.
SE
, S ui te
Sa le m , O re go n
(5
) 3
-2
PROJECT NO.
SHEET NO.
221127-000
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
U
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S
- W
AS
H
B U
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D
IN
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A N
D
ST
O R
M W
AT
ER
IM
PR
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M
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N
O
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EV
IS
IO
N S
D
AT
E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.
O R
EG
O
N M
IL
IT
AR
Y
D
EP
AR
TM
EN
T
OREGON
EXPIRES: 12-31-2023
91548PEREG
ISTERED PROFESSIONALENGINEER
MA RCH 08 , 2022JESSE R . FIELDS
1. EXISTING UTILITIES ARE SHOWN IN AN
APPROXIMATE LOCATION, CONTRACTOR TO
VERIFY EXISTING UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION. SEE UTILITY PLANS
FOR MORE INFORMATION.
2. FURNISH MATERIALS WHERE "INSTALL",
"PLACE" OR "CONSTRUCT" IS REQUIRED
UNLESS NOTED OTHERWISE.
3. AREAS DISTURBED BY CONSTRUCTION WHERE
SURFACE REPAIR IS NOT INDICATED SHALL BE
RESTORED TO CONDITIONS FOUND PRIOR TO
CONSTRUCTION. THIS COST SHALL BE
INCIDENTAL TO THE CONTRACT.
4. CONSTRUCTION JOINTS SHOWN ARE
PROVIDED FOR REFERENCE AND ARE NOT ALL
INCLUSIVE. CONTRACTOR SHALL SUBMIT A
CONTROL JOINT PLAN FOR REVIEW BY THE
ENGINEER PRIOR TO SLAB CONSTRUCTION.
ABBREVIATIONS
LEGEND
526 GEOMETRIC & GRADING POINT
CON TOP OF CONCRETE
COR CORNER
EG EXISTING GRADE
FF FINISHED FLOOR
FG FINISHED GRADE
FL FLOW LINE
TG TOP OF GRATE
01 INSTALL EMBEDDED I-BEAM; RE: C1444
02 FURNISH AND INSTALL TRENCH DRAIN AND
GRATING; RE: C1467
03 INSTALL BOLLARD; RE: C0123
04 INSTALL CONCRETE WASH VEHICLE RAMP; RE:
S9000
05 REINFORCED SLAB EDGE; RE: C1446
06 METAL STAIRS; RE: A340
07 GATE. OPENS AWAY FROM STAIRS
08 HANDRAIL; RE: A380
09 ELEVATED CATWALK 58" HIGH, STEEL STRUT
PLANK GRATING; RE: SPECIFICATIONS
10 INSTALL EXPANSION JOINT; RE: C1440
11 PROVIDE EXPANSION JOINT ALL THE WAY
AROUND AT RAMP; RE: C1440
03TYP
TYP
TYP
08 TYP
GRAVEL
GRAVEL
.0
0'
77.50'
.4
1'
0.
TY
P
.0
0'
41.00'4.00'
HOT WASH
BUILDING
3051.95 FF
.0
0'
6.17'
6.40' 30.00'
.4
2'
.8 3'
22.50'
30.40'
.8
3'
.2
5'
4.08'
TYP
0.
TY
P
23°'
IE: 3051.96
IE: 3052.06 IE: 3052.07
IE: 3051.73
IE: 3051.53
IE: 3051.77
IE: 3050.96
IE: 3050.08
IE: 3050.03
IE: 3049.89
IE: 3050.68
IE: 3051.97
IE: 3051.29
.8 4'
5.47'
FI
N
AL
E
LE
C
TR
O
N
IC
D O
C U
M
EN
T
AV
AI
LA
BL
E
U
PO
N R
EQ
U
P/ L
O
O
O O
O O
O
O
O O
O O
OOOOO
O O
O O
O O
O O
O
O O O O O
O O
O O O O O
O O
O O
OO
O O
O O
O O
OOOOO
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O O
U G
P
E E E
E E E E
O
O
O
O
O
O
O
O
EP
PERM. STRUCTURE
ABOVE GROUND TANKS
PROPANE TANKS
PERM.
STRUCTURE
CONC.
PERM. STRUCTURE
CONC.
GRAVELCONEX
CONC.
CONC.
CONEX
GRAVEL
MOVABLE STRUCTURE
CONEX
GRAVEL
GRAVEL
GRAVEL
GRAVEL
PROPANE TANK
FUEL STATION
PERM. STRUCTURE
CONEX
GRAVEL
SWALE
CONC.
CONEX
GATE MOTOR
GUARD SHED
LOADING RAMP
TRENCH DRAIN
SHEDS
PERM.
STRUCTURE
GRAVEL
PERM. STRUCTURE
SHOOTING RANGE ROOF
SHOOTING
RANGE
BACKSTOP FENCE
PERM. STRUCTURE
TP-03
TP-01
SEPTIC
CLEANOUT
UTIL BOX
CONC.
SEPTIC DRAIN FIELD
TRENCH DRAIN
GRAVEL ROAD
AIRPORT BEACON
AIRPORT SECURITY ROAD
GRAVEL
SSSS
SS
SS
SS
SS
O H
P
OHP
O H
P O
H P
O H
P O
H P
PROPANE TANK
CONC.
E
E E
E E
E
E
E
E
E
E
E
E E E E
E E
E E E
U G
P U
G P
UGP UGP UGP UGP
E E
E E
E E
E
E
E
E E E
E
E
E
UGP
UGP
U G
P
U G
P
U G
P
E
E
SHED
W
W
W
W
W W W W
SD
SD
SD
SD
SD
<SD
W
N G
PI
PI
CONC.
W
EG EG EG
EG EG
OO
O O
O O
O
FO
FO FO
FO
FO
FO
FO
FO
FO
E E
E E
E
E
E E
2' 'W
2' 'W
2' 'W
2' 'W
2' 'W
2''W 2'
'W
E
E
E
E IR
R
IRR
IRR
IR
R
IRR
IRR IRR IRR
IR
R
IRR
O
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L U
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: 5 /3
/2
9:
A
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/5 /2
7:
A M
GENERAL SHEET NOTES
SHEET KEYNOTES
01 VALVE BOX AND DEQ SAMPLE LOCATION; RE:
C4002
02 INSTALL IRRIGATION SPRINKLER. 150 FOOT
THROW RADIUS @ 35 GPM AND 35 PSI, ATS
IRRIGATION SERIES 75 BIG GUN OR EQUAL
APPROXIMATE LOCATION, CONTRACTOR TO
VERIFY EXISTING UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION. SEE UTILITY PLANS
FOR MORE INFORMATION.
2. FURNISH MATERIALS WHERE "INSTALL",
"PLACE" OR "CONSTRUCT" IS REQUIRED
UNLESS NOTED OTHERWISE.
3. AREAS DISTURBED BY CONSTRUCTION WHERE
SURFACE REPAIR IS NOT INDICATED SHALL BE
RESTORED TO CONDITIONS FOUND PRIOR TO
CONSTRUCTION. THIS COST SHALL BE
INCIDENTAL TO THE CONTRACT.
Co m m er ci al
S t.
SE
, S ui te
Sa le m , O re go n
(5
) 3
-2
PROJECT NO.
SHEET NO.
221127-000
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
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EN
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N
O
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EV
IS
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D
AT
E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.
O R
EG
O
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IL
IT
AR
Y
D
EP
AR
TM
EN
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OREGON
EXPIRES: 12-31-2023
91548PERE
GIST
ERED PROFESSIONALENGINEER
MA RCH 08 , 2022JESSE R . FIELDS
01ENLARGED UTILITY PLAN;
RE: C-401
FUTURE COLD
WASH; BY OTHERS
2" OFW (1.D)
2" OFW (1.D)
2" OFW (1.D)
FUTURE BY
OTHERS
440 LF
151.75'
L
F
3 L
F
34 LF 81 LF
LF 152 LF
FI
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C
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E
E
E
E E E
E
E
E
E
E
W W W W W
W W W
W
W
W
W W
W W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
<SD
<SD <SD <SD <SD <SD <SD <SD <SD <SD <SD
PI
PI
PI
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l
EN
LA
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U
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P
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C-401J:
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: 5 /4
/2
6:
P
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D : 5
/5 /2
:2
AM
GENERAL SHEET NOTES
JRFMRN
0 5 10
APPROXIMATE LOCATION, CONTRACTOR TO
VERIFY EXISTING UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION. SEE UTILITY PLANS
FOR MORE INFORMATION.
2. FURNISH MATERIALS WHERE "INSTALL",
"PLACE" OR "CONSTRUCT" IS REQUIRED
UNLESS NOTED OTHERWISE.
3. AREAS DISTURBED BY CONSTRUCTION WHERE
SURFACE REPAIR IS NOT INDICATED SHALL BE
RESTORED TO CONDITIONS FOUND PRIOR TO
CONSTRUCTION. THIS COST SHALL BE
INCIDENTAL TO THE CONTRACT.
4. BELOW GRADE PROCESS PIPING IS SHOWN
SCHEMATICALLY. INSTALL FITTINGS AS
NECESSARY TO CONNECT TO EQUIPMENT
SHOWN (MATCH SPECIFIED PIPE MATERIALS).
5. BELOW GRADE HEATED HIGH PRESSURE
WATER PIPING SHALL BE ENCASED IN
CONTROLLED DENSITY INSULATING FILL -
GILLSULATE 500XR OR EQUAL.
6. ABOVE GRADE HEATED HIGH PRESSURE PIPE
SHALL BE PROVIDED WITH SLEEVED PIPE
INSULATOR R VALUE OF 5 OR GREATER.
Co m m er ci al
S t.
SE
, S ui te
Sa le m , O re go n
(5
) 3
-2
PROJECT NO.
SHEET NO.
221127-000
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
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IM
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M
EN
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N
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R
EV
IS
IO
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D
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E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.
O R
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IT
AR
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D
EP
AR
TM
EN
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OREGON
EXPIRES: 12-31-2023
91548PEREG
ISTERED PROFESSIONALENGINEER
MA RCH 08 , 2022JESSE R . FIELDS
01 HOT WASH MANUAL REEL, 50-FT HOSE AND SPRAY
GUN WITH SOAP DISPENSER PROVIDED BY
HEATED PRESSURE WASHER MANUFACTURER.
MOUNT TO RAILING OR FLOOR AS NEEDED
02 COLD WASH MANUAL REEL, 50-FT HOSE AND
SPRAY GUN PROVIDED BY EQ-101
MANUFACTURER. MOUNT TO RAILING OR FLOOR
AS NEEDED
03 TRENCH DRAIN BUILDING CONNECTION,
TRANSITION TO PIPE PENETRATION AT WALL; RE:
STRUCTURAL
04 FURNISH AND INSTALL CLEANOUT PER PLUMBING
CODE
05 LOCATE EXISTING BUILDING FLOOR DRAIN.
REROUTE TO TRENCH DRAINS OR TREATMENT
SETTLING BASIN AS REQUIRED
06 LOCATE EXISTING FUEL PAD DRAIN. REROUTE TO
TRENCH DRAINS OR TREATMENT SETTLING BASIN
AS REQUIRED
07 INSULATE PIPE; RE: GENERAL NOTE 6
08 INSULATED CONTROLLED DENSITY FILL; RE:
GENERAL NOTE 5
09 CONNECT TO EXISTING WELL WATERLINE,
FITTINGS AS REQUIRED
10 CONNECT TO EXISTING CISTERN WATERLINE,
FITTINGS AS REQUIRED
11 MATCH 1" PIPE IE TO TRENCH DRAIN IE
12 STUB PIPE UP AT HOSE REEL. PROVIDE ISOLATION
AND BLOW OFF VALVE; RE: C1468
2" RW (1.D)
1" RW (1.D)
1" RW (1.D)
HW-5
HW-4
CW-3 CW-2
HW-2
HW-3
2" RW (1.B)
1/2" HW (3.C)
1/2" HW (3.C)
EQUIPMENT KEYNOTES
CW-2 COLD WASH WAND
CW-3 COLD WASH WAND
HW-2 COLD WASH WAND
HW-3 COLD WASH WAND
HW-4 HOT WASH WAND
HW-5 HOT WASH WAND
2" W1 (1.D)
2" W2 (1.D)
1" RW (1.D)
HOT WASH BUILDING;
RE: M-101
2" OFW (1.D)
FI
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6" = 1'-0" 3"1" 4"2"0
REINFORCED SLAB EDGEC1446
L4x4x1/2" EMBEDDED
INTO CONCRETE
CONCRETE SLAB;
RE: PLANS
NELSON STUD 1/2"x5" @12" OC
(ALTERNATING TOP AND SIDE)
1/4 TYP
3" = 1'-0" 9"6"3"0
I-BEAM INSETC1444
W12x45 I-BEAM
GROUT MATCH
CONCRETE
STRENGTH
CONCRETE PAD;
RE: PLANS
1" M
IN
NOTE:
INSTALL IBEAM WITH A MAX SLOPE OF 1%.
SLOPE DIRECTION TO MATCH CONCRETE
SLAB SLOPE.
N.T.S.
EXPANSION JOINT FOR HEAVY
DUTY PAVEMENTC1440
CONCRETE SLAB
JOINT SEALANT
GREASE BAR18'' LONG SMOOTH
DOWEL BARS. INSTALL
PERPENDICULAR TO
JOINT AND PARALLEL
TO ADJACENT DOWEL
BARS. INSTALL WITH
DOWEL BASKETS
1/8" TOOLED EDGE
1/2" JOINT
WIDTH
2 D
BACKER ROD
POLYETHYLENE JOINT
MATERIAL
D
DOWEL SIZING CHART
SLAB DEPTH, D BAR DIAMETER
& SPACING
SLAB DEPTH, D
SLAB DEPTH, D
SLAB DEPTH, D
1. SAWCUT CONTROL JOINTS WITH A MAXIMUM
SPACING OF 18xD, WITH A MAXIMUM PANEL
LENGTH-TO-WIDTH RATIO OF 2 TO 1
2. PD3 BASKETS MAY BE SUBSTITUTED WITH
THE AUTHORIZATION OF THE ENGINEER
6" 8"
10"
N.T.S.
CONTROL / CONTRACTION JOINT FOR HEAVY DUTY PAVEMENTC1441
CONCRETE SLAB
GREASE BAR18'' LONG SMOOTH
DOWEL BARS. INSTALL
PERPENDICULAR TO
JOINT AND PARALLEL
TO ADJACENT DOWEL
BARS. INSTALL WITH
DOWEL BASKETS
3''
1/2 D
1/3 D
D
1/4'' WIDE SAWCUT
INSTALL ON ALL
CONTRACTION JOINTS
DOWEL SIZING CHART
SLAB DEPTH, D
6" 8"
10"
BAR DIAMETER
& SPACING
3/4" DIA. x 12" O.C.
1" DIA. x 18" O.C.
1-1/4" DIA. x 18" O.C.
1. SAWCUT CONTROL JOINTS WITH A MAXIMUM
SPACING OF 18xD, WITH A MAXIMUM PANEL
LENGTH-TO-WIDTH RATIO OF 2 TO 1
2. PD3 BASKETS MAY BE SUBSTITUTED WITH
THE AUTHORIZATION OF THE ENGINEER
N.T.S.
CONSTRUCTION JOINT FOR HEAVY
DUTY PAVEMENTC1442
#6 DEFORMED BAR,
EPOXY COATED AT
16'' OC
1/2 D
D
NOTES:
1. INSTALL CONSTRUCTION JOINT WHEN CONCRETE
PLACEMENT IS PAUSED OR GREATER THAN 120
MINUTES.
2. DIAMOND DOWELS MAY BE SUBSTITUTED WITH THE
AUTHORIZATION OF THE ENGINEER.
N.T.S.
TRENCH DRAINC1467
A
A
SECTION A-AKEYNOTES:
01 CONCRETE TRENCH COLLAR
02 EXPANSION JOINT; RE: C1440
03 BAR GRATING
04 TERMINATE BAR AS REQUIRED FOR
EXPANSION JOINT
05 8" SEWER PIPE SDR 35 D3034 CUT DOWN
CENTERLINE. CAST PIPE IN PLACE.
SLOPE PIPE PER PLAN. 2% MINIMUM
06 #4 BAR
07 #5 BAR @ 12"OC
08 PROVIDE 12" CARBON STEEL
HEAVY-DUTY WELDED RECTANGULAR
BAR GRATING AS MANUFACTURED BY
McNICHOLS CO. SERIES GHB-2 OR EQUAL
09 1/4" BEARING BAR THICKNESS
10 3/8"x3" THREADED BOLT AND NUT, STAINLESS STEEL, 24" SPACING CAST
INTO CONCRETE
11 OVER DRILL HOLE AND PROVIDE SIKA
FLEX OR EQUAL SEALANT
12 CONCRETE PAD; RE: C1422
TYP
03 02
08 0901
8"
MIN
6" M
IN
6"
TYP
2" MIN
TYP
TRENCH LENGTH PER PLAN
2"
VA
R
IE
S
1 3/16"
4" (T
YP
) 1.
5"
2" M
IN
1' -0
TYP
3/4" = 1'-0" 0 1' 2' 3'
TRENCH DRAIN JUNCTIONC1469
TRENCH DRAIN;
RE: C1467
GROUT SELF,
SLOPE TO DRAIN
1'-0"
GROUT CHANNEL
2% MIN SLOPE
R2"
TYP
1/2" = 1'-0" 0 1' 2' 4'
6 INCH BOLLARDC0123
3' -6
3'
-6
FILL WITH CONCRETE
AND ROUND OFF TOP
1'-6" DIAMETER
CONCRETE
ENCASEMENT
6" SCHEDULE 40 STEEL
PIPE, GRIND EDGES
SMOOTH, PAINT SAFETY
YELLOW
N.T.S.
WASH WATER PIPE STUB UP AT HOSE REELC1468
KEYNOTES:
01 MANUAL HOT OR COLD HOSE REEL AS PROVIDED BY WASHER
UNIT MANUFACTURER. POST MOUNT TO FLOOR OR CATWALK AS
REQUIRED.
02 3/4" LOCKABLE 304 SS DRAIN/BLOW OFF BALL VALVE. COORDINATE
WITH OMD OPERATIONS FOR PADLOCK REQUIREMENTS
03 3/4" STEEL 90 BEND POINTED DOWN
04 CONCRETE SLAB; RE: C1422
05 CAST GALVANIZED STEEL PIPE IN SLAB
06 90° BEND
07 PVC OR GALVANIZED STEEL PIPE PER PLAN
08 GALVANIZED STEEL PIPE
09 STAINLESS STEEL STRAPS
10 TEE
11 6" BOLLARD; RE: C0123
12 CONNECT TO HOSE REEL, FITTINGS AS REQUIRED
13 ISOLATION BALL VALVE, SAME SIZE AS PIPE
NOTE:
POINT BLOW OFF VALVE BRANCH
AWAY FROM VEHICLE TRAFFIC AREAS
TO PREVENT ACCIDENTAL DAMAGE
N.T.S.
GRAVEL ROAD SECTIONC1004
6" MINIMUM OF GRAVEL
SURFACING COMPACTED
REGRADE AND COMPACT
SUB-GRADE
SUBGRADE SEPARATION
GEOTEXTILE, WOVEN
9" MINIMUM AGGREGATE
SUBBASE COMPACTED TO 95%
OF THE STANDARD PROCTOR
NOTE:
REFER TO SPECIFICATION SECTION 31 00 00 EARTHWORK FOR
ADDITIONAL REQUIREMENTS
N.T.S.
CONCRETE PADC1422
CONCRETE,
BROOM FINISH
6" OF CRUSHED AGGREGATE
BASE COMPACT TO 95% OF
THE STANDARD PROCTOR
PER ASTM D698
COMPACTED NATIVE,
IMPORTED OR COMMON
FILL MATERIAL
NOTES:
1. PLACE EXPANSION JOINT MATERIAL ADJACENT TO STRUCTURES
AND 60' MAXIMUM SPACING; RE: C1440.
2. PROVOIDE CONTROL JOINTS WITH 20' MINIMUM SPACING; RE:
C1441.
3. CONTRACTOR TO SUBMIT CONTROL JOINT PLACEMENT.
4. BROOM FINISH CONCRETE, CONTINUOUS PLACEMENT
PREFERRED, SCORE INTERVALS AT 5-FEET MAXIMUM SPACING.
5. SEE SPECIFICATIONS FOR MATERIALS, PLACEMENT &
CONSTRUCTION REQUIREMENTS.
6. CHAMFER SLAB EDGE WHERE NOT REINFORCED, 2" CHAMFER.
NONWOVEN
GEOTEXTILE
C
IV
IL
P
R O
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C
T D
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AI
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C-501J:
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\C -5
P
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J D
ET
.D
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LA
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AV
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: 5
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: 5 /5
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Co m m er ci al
S t.
SE
, S ui te
Sa le m , O re go n
(5
) 3
-2
PROJECT NO.
SHEET NO.
221127-000
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
U
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S
- W
AS
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D
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A N
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O R
M W
AT
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IM
PR
O
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M
EN
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N
O
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EV
IS
IO
N S
D
AT
E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.
O R
EG
O
N M
IL
IT
AR
Y
D
EP
AR
TM
EN
T
OREGON
EXPIRES: 12-31-2023
91548PERE
GIST
ERED PROFESSIONALENGINEER
MA RCH 08 , 2022JESSE R . FIELDS
FI
N
AL
E
LE
C
TR
O
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IC
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C U
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AV
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PO
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EQ
U
1-1/2" = 1'-0" 0 1/2' 1' 1-1/2'
VALVE BOX AND DEQ SAMPLE TAPC4002
A A
B B
SECTION A-A
SECTION B-B
HOT WASH
TREATMENT
EFFLUENT
FUTURE COLD
WASH TREATMENT
EFFLUENT
TO SPRINKLER
PLAN
HOT WASH
TREATMENT
EFFLUENT
FUTURE COLD WASH
TREATMENT EFFLUENT
TO
SPRINKLER
TO SPRINKLER
COMPACTED
CRUSHED ROCK
COMPACTED
CRUSHED ROCK
M
IN
6" M
IN
KEYNOTES:
01 INSTALL 22"x35" CONCRETE VALVE BOX AND
LID OVER 6" COMPACTED CRUSHED ROCK
02 2" PVC TEE
03 2" PVC PIPE
04 CAP STUB OUTSIDE VALVE BOX
05 2" PVC BALL VALVE
06 2" PVC CHECK VALVE
07 2"x1/2" PVC BUSHING REDUCER AND 1/2" PVC
NIPPLE
08 1/2" PVC BALL VALVE
09 1/2" FLEXIBLE PVC TUBING - 3' LENGTH
10 STAINLESS STEEL HOSE CLAMP
11 1/2" PVC CAP FPT
12 1/2" PVC NIPPLE MPT
13 2" PVC 90° BEND
14 FURNISH AND INSTALL 6" CONCRETE
BOLLARD; RE: C0123
15 SUPPORT PIPE ON COMPACTED ROCK
(2) (2)
(7)
14 13
13 13
13 02
15 TYP
C
IV
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P
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C
T D
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AI
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C-502J:
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\C -5
P
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W G
LA
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AV
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: 5
/4 /2
6:
P M
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: 5 /5
/2
7:
A
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JRFCMG
Co m m er ci al
S t.
SE
, S ui te
Sa le m , O re go n
(5
) 3
-2
PROJECT NO.
SHEET NO.
221127-000
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C O
U
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S
- W
AS
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B U
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D
IN
G
A N
D
ST
O R
M W
AT
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IM
PR
O
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M
EN
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N
O
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EV
IS
IO
N S
D
AT
E Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of K el le r A ss oc ia te s, In c.
O R
EG
O
N M
IL
IT
AR
Y
D
EP
AR
TM
EN
T
OREGON
EXPIRES: 12-31-2023
91548PERE
GIST
ERED PROFESSIONALENGINEER
MA RCH 08 , 2022JESSE R . FIELDS
FI
N
AL
E
LE
C
TR
O
N
IC
D O
C U
M
EN
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AV
AI
LA
BL
E
U
PO
N R
EQ
U
Co m m er ci al
S t.
SE
, S ui te
Sa le m , O re go n
(5
) 3
-2
PROJECT NO.
SHEET NO.
221127-000
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
C
EN
TR
AL
O R
EG
O
N U
N
IT
T R
AI
N
IN
G
EQ
U
IP
M
EN
T
SI
TE
N O
R
EV
IS
IO
N
S D
AT
E
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.
a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of
K el le r A ss oc ia te s, In c.
DRAFT
Not For
Construction
O R
EG
O
N M
IL
IT
AR
Y
D
EP
AR
TM
EN
T
BEND OFFICE
1011 SW EMKAY DR #207
BEND, OR 97703
541.797.6781
C
IV
IL
P
R O
JE
C
T D
ET
AI
LS
C-503
SCALE:
C-503
POND CROSS SECTION
1" = 10' HORIZ.
EG FG
50.0'
8.0'
2.0'
TOP OF RIP RAP
ELEV = 3041.0
TOP OF POND
ELEV = 3047.0
2:1
2:1
2:
GRADING PER C-110
BTM OF POND
ELEV = 3039.0
SCALE:
C-503
GRAVEL SECTION
N.T.S.
6" MINIMUM OF GRAVEL SURFACING,
COMPACTED
9" MINIMUM AGGREGATE SUBBASE
COMPACTED TO 95% OF STANDARD
PROCTOR
SUBGRADE SEPARATION GEOTEXTILE, WOVEN
REGRADE AND COMPACT SUB-GRADE
NOTE:
REFER TO SPECIFICATIONS SECTION 31 00 00
EARTHWORK FOR ADDITIONAL REQUIREMENTS
SCALE:
C-503
STORMWATER PIPE DETAIL
N.T.S.SCALE:
C-503
DITCH INLET DETAIL
N.T.S.
Reported Rim Elev.
1" = 2.5' VERT.
10 0 10 20
SCALE OF FEET
SCALE: 1"=10'
1'
Reported Northing/Easting
NOTE:
BACKFILL AROUND INLET WITH
RIP RAP FLUSH TO GRATE.
GRAVEL SECTION PER
C-503
DETAIL NOTES:
1. FURNISH TYPE D INLET MEETING ODOT STANDARD DRAWING
AND SPECIFICATION REQUIREMENTS.
2. CONTRACTOR SHALL FURNISH AND COMPLY WITH ODOT
STANDARD DRAWINGS REFERENCED IN THIS DETAIL.
3. COMPLY WITH SECTION 33 05 62 OF THE PROJECT
SPECIFICATIONS
RENEWS 12-31-2023
DIGITALLY SIGNED
COPY AVAILABLE
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File details come from the government source that posted it. Updated .