Attachment C Plans and Drawings - Silver Falls State Park Well Project.pdf
PDF 10 MB Posted
- Solicitation number
- S-63400-00018017
- Issued by
- Oregon
About this file
This file contains plans and drawings for the Silver Falls State Park Water Supply Well Replacement project, prepared by Keller Associates, Inc. for the Oregon Parks and Recreation Department (OPRD). The project, identified as ITB #14709, involves the replacement of water supply wells at Silver Falls State Park in Oregon. The engineering documents are dated August 2026 and include a comprehensive set of architectural and civil engineering drawings with project number 226054. Luke Tabor, PE, serves as the project manager at Keller Associates, and Jason Brateng represents OPRD as the primary contact for the project.
The plans and drawings document includes title sheets, location maps, vicinity maps showing the north and south well sites, general notes, abbreviations for construction specifications, pipe schedules, and overall site maps. The drawings utilize standard engineering sheet numbering and discipline designators for civil, structural, electrical, plumbing, HVAC, and mechanical components. The document is copyright-protected by Keller Associates and was last saved on August 20, 2026, at 10:00 AM. The plans depict infrastructure elements including water lines (identified as 8", 10", and 12" pipes), site access roads, paved roadways, cleanout points, and connections to Silver Falls State Park's existing facilities. The well sites are positioned strategically within the park property relative to Silver Falls Highway SE and associated access roads.
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Text version
84205
TI
TL
E
SH
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T
G-001
CIVIL ENGINEER
OWNER
LOCATION MAP VICINITY MAPS
N.T.S. N.T.S.811 or 800.332.2344
Select the project's region here
KELLER ASSOCIATES, INC.
LUKE TABOR, PE
PROJECT MANAGER
CONTACT: LTABOR@KELLERASSOCIATES.COM
PHONE: 503-364-2002
OREGON PARKS AND RECREATION DEPARTMENT
CONTACT: JASON BRATENG
EMAIL: JASON.P.BRATENG@OPRD.OREGON.GOV
PHONE: 503-428-4024
PROJECT NO.
SHEET NO.
226054
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
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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.
OREGON
EXPIRES: 06-30-2028
100223PEREG
ISTERED PROFESSIONALENGINEER
JA N. 09 , 2024
LUKE T A BOR
SILVER FALLS DR SE
SILVER FALLS HWY SE
N FORK RD SE
SILVER
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LOOKOUT MOUNTAIN RD
Oregon Parks and Recreation Department
SILVER FALLS STATE PARK, OR
SILVER FALLS STATE PARK WELL PROJECT
AUGUST 2026
PROJECT
SITE
PROJECT
SITE
SOUTH SITE
LJTDSK
PROJECT
SITE
NORTH SITE
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A M
0XX GENERAL (SYMBOLS LEGEND, NOTES, KEY MAPS, ETC.)
1XX SITE (TOPOGRAPHY, DEMOLITION, SITE LAYOUTS, ETC.)
2XX GRADING (GRADING, DRAINAGE, EXCAVATION, ETC.)
3XX ROADWAY (ROADWAY DESIGN, PLAN & PROFILES, ETC.)
4XX UTILITY (PLAN VIEW, PLAN & PROFILES, ETC.)
5XX PROJECT DETAILS
55X AGENCY DETAILS
6XX MISCELLANEOUS
DISCIPLINE DESIGNATORS
CIVIL SHEET TYPES
STRUCTURE DESIGNATORS
G GENERAL DRAWINGS
V SURVEY DRAWINGS
C CIVIL DRAWINGS
ES ELECTRICAL SITE DRAWINGS
D DEMOLITION DRAWINGS (STRUCTURES)
A ARCHITECTURAL DRAWINGS
S STRUCTURAL DRAWINGS
MP PLUMBING DRAWINGS
MH HVAC DRAWINGS
M MECHANICAL PROCESS DRAWINGS
E ELECTRICAL DRAWINGS
EI ELECTRICAL INSTRUMENTATION DRAWINGS
0XX GENERAL (SYMBOLS LEGEND, NOTES, ETC.)
1XX PLANS (HORIZONTAL VIEWS, ENLARGED VIEWS)
2XX ELEVATIONS (VERTICAL VIEWS)
3XX SECTIONS (SECTION VIEWS)
4XX MISCELLANEOUS
5XX DISCIPLINE DETAILS
6XX SCHEDULES AND DIAGRAMS
7XX USER DEFINED OR INSTRUMENTATION P&ID
STRUCTURE SHEET TYPES
SHEET NUMBERING KEY
M - 101 - C
DETAIL & SECTION CALLOUT KEY
RE: A1/S-101-A
(REFERENCE)
RE: C1201
(SECTION OR DETAIL NO./SHEET NO.)
(SHEET NO.)
(SECTION OR DETAIL NO.)
SCALE: 1"=1'
(SECTION OR DETAIL NO./GRID LOCATION)
(DETAIL TITLE)
N.T.S.
(DETAIL TITLE)
DISCIPLINE
DESIGNATOR
STRUCTURE
DESIGNATOR
(OPTIONAL)SHEET TYPE
TYPICAL SECTION
PROJECT DETAIL
A1
S2135
C2
S-301-BS-301-B
C2
M3031
(DISCIPLINE DETAIL NO. SEE RESPECTIVE
500 SHEETS)
(DISCIPLINE DETAIL NO. SEE RESPECTIVE
500 SHEETS)
(DISCIPLINE DETAIL NO. SEE RESPECTIVE
500 SHEETS)
C CIVIL (C-500 SHEETS)
A ARCHITECTURAL (A-500 SHEETS)
S STRUCTURAL (S-500 SHEETS
P PLUMBING (MP-500 SHEETS)
H HVAC (MH-500 SHEETS)
M MECHANICAL (M-500 SHEETS)
E ELECTRICAL (E-500 SHEETS)
DISCIPLINE DETAIL DESIGNATORS
EI INSTRUMENTATION (EI-500 SHEETS)
A INFLUENT PUMP STATION (EXISTING)
B SBR COMPLEX (NEW)
C OPERATIONS BUILDING (MODIFIED)
D DENITRIFICATION FILTERS (FUTURE)
X
SHEET INDEX
PROJECT NO.
SHEET NO.
226054
CHECK:DRAWN:
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1-1/2 Inches
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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.
OREGON
EXPIRES: 06-30-2028
100223PERE
GISTERED PROFESSIONALENGINEER
JA N. 0 9 , 20 24
LUK E T A BOR
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A
A -AIR
A/C -AIR CONDITIONING
AD -AREA DRAIN
AFF -ABOVE FINISHED FLOOR
ARCH -ARCHITECTURAL
ARV -AIR RELEASE VALVE
ASME -AMERICAN SOCIETY OF MECHANICAL ENGINEERS
ASTM -AMERICAN SOCIETY OF TESTING MATERIALS
AVAR -AIR VACUUM AND AIR RELEASE
AVE -AVENUE
AWWA -AMERICAN WATERWORKS ASSOCIATION
B
BEG -BEGIN
BF -BLIND FLANGE
BFP -BACKFLOW PREVENTER
BLDG -BUILDING
BLVD -BOULEVARD
BFV -BUTTERFLY VALVE
BP -POINT OF BEGINNING
BVCE -BEGIN VERTICAL CURVE ELEVATION
BVCS -BEGIN VERTICAL CURVE STATION
C
C -CELSIUS
-CONDUIT
CATV -CABLE TELEVISION
CB -CATCH BASIN/CURB INLET
CF -CUBIC FOOT
CFS -CUBIC FEET PER SECOND
CI -CAST IRON
CJ -CONSTRUCTION JOINT
-CONTROL JOINT
CL -CHAIN LINK
-CLEARANCE
-CENTERLINE
CLR -CLEARANCE
CMP -CORRUGATED METAL PIPE
CMU -CONCRETE MASONRY UNIT
CO -CLEANOUT
COMM -COMMUNICATIONS
CON -CONCRETE
CONC -CONCRETE
CONST -CONSTRUCT
-CONSTRUCTION
COR -CORNER
COTG -CLEANOUT TO GRADE
CPLG -COUPLING
CPVC -CHLORINATED POLYVINYL CHLORIDE
CR -CIRCLE
CT -CONTACT TIME
CU -CUBIC
CV -CHECK VALVE
CW -CHILLED WATER
-COLD WATER
CY -CUBIC YARD
D
D/C -DATA/COMMUNICATIONS LINE
DET -DETAIL
DEMO -DEMOLISH
DI -DUCTILE IRON
-DROP INLET
DIA -DIAMETER
DIM -DIMENSION
DIP -DUCTILE IRON PIPE
DR -DRAIN
DTL -DETAIL
DWG -DRAWING
E
(E) -EXISTING
E -EAST
-ELECTRICAL
-EPOXY
EA -EACH
EASE -EASEMENT
ECC -ECCENTRIC
EF -EACH FACE
-EXHAUST FAN
EG -EDGE OF GRAVEL
EJ -EXPANSION JOINT
EL -ELEVATION
ELEC -ELECTRICAL
ELEV -ELEVATION
EOR -ENGINEER OF RECORD
EP -EDGE OF PAVEMENT
-POINT OF ENDING
EQ -EQUAL
-EQUATION
EVCE -END VERTICAL CURVE ELEVATION
EVCS -END VERTICAL CURVE STATION
EW -EACH WAY
EX -EXISTING
EXIST -EXISTING
F
(F) -FUTURE
F -FAHRENHEIT
FDC -FIRE DEPARTMENT CONNECTION
FCV -FLOW CONTROL VALVE
FD -FLOOR DRAIN
-FOUNDATION DRAIN
FE -FINAL EFFLUENT
FF -FINISH FLOOR
FG -FINISH GATE
FH -FIRE HYDRANT
FIN -FINISH
FIT -FLOW INDICATOR TOTALIZER
FL -FLANGE
-FLOORING
FLG -FLOORING
FND -FOUND
FO -FIBER OPTIC
FRP -FIBERGLASS REINFORCED PLASTIC
FT -FEET
-FOOT
G
G -GAS
GA -GAGE
-GAUGE
GAL -GALLON
GALV -GALVANIZED
GAS -NATURAL GAS
GB -GRADE BREAK
GCO -GROUND CLEAN OUT
GFD -FLUX UNITS
GI -GALVANIZED IRON
-GRAVITY IRRIGATION
GL -GLASS
-GLASS LINED
GPM -GALLONS PER MINUTE
GYP -GYPSUM
H
H/B -HOSE BIBB
HM -HOLLOW METAL
HOR -HORIZONTAL
HP -HORSEPOWER
-HIGH PRESSURE
HV -HAND VALVE
-HIGH VOLTAGE
HVAC -HEATING AND AIR CONDITIONING
HWL -HIGH WATER LEVEL
HW -HOT WATER
I
ID -INSIDE DIAMETER
IE -INVERT ELEVATION
IN -INCH
INT -INTERSECTION
INV -INVERT
IP -IRON PIN
IRR -IRRIGATION
IRRG -IRRIGATION
J
JT -JOINT
-JOINT UTILITY TRENCH
K
K -CURVE DESIGN K VALUE
KW -KILOWATT
KWH -KILOWATT HOUR
L
LB -POUND
LBS/DAY -POUNDS PER DAY
LF -LINEAL FOOT
LIT -LEVEL INDICATOR TRANSDUCER
LSH -LEVEL SWITCH HIGH
LSL -LEVEL SWITCH LOW
LSLL -LEVEL SWITCH LOW LOW
LVC -LENGTH VERTICAL CURVE
LWL -LOW WATER LEVEL
M
(M) -MODIFIED
M -METER
-MALE (PIPE THREAD)
-MOTOR
MAG -MAGNETIC
MBR -MEMBRANE BIO-REACTOR
-MEMBER
MECH -MECHANICAL
MFR -MANUFACTURER
MGD -MILLION GALLONS PER DAY
MH -MANHOLE
MISC -MISCELLANEOUS
MJ -MECHANICAL JOINT
MM -MILLIMETER
MTR -MOTOR
N
(N) -NEW
N -NORTH
NC -NORMALLY CLOSED
NEMA -NATIONAL ELECTRICAL MANUFACTURERS
NG -NATURAL GAS
N GAS -NATURAL GAS
NIC -NOT IN CONTRACT
NO -NORMALLY OPEN
NPS -NOMINAL PIPE SIZE
NPT -NATION PIPE THREAD
NTS -NOT TO SCALE
O
OC -ON CENTER
OD -OUTSIDE DIAMETER
-OVERALL DIAMETER
OF -OVERFLOW
OFF -OFFSET
OHP -OVERHEAD POWER
OT -OVERHEAD TELEPHONE
P
P -PUMP
PC -POINT OF CURVATURE
PDR -POND DRAIN
PE -PLANT EFFLUENT
-POLYMER
PG -PRESSURE GAUGE
PI -PLANT INFLUENT
-POINT OF INTERSECTION
-PRESSURE INDICATOR
-PRESSURE IRRIGATION
P/L -PROPERTY LINE
PLUMB -PLUMBING
PP -POWER POLE
-UTILITY POLE
PPD -POUND PER DAY
PRV -PRESSURE REGULATING
-PRESSURE RELIEF
-PRESSURE REDUCING VALVE
PS -PRESSURE SWITCH
-PRESSURE SEWER
PSH -PRESSURE SENSORS
PSI -POUNDS PER SQUARE INCH
PSIG -POUNDS PER SQUARE INCH GAUGE
PT -POINT
-POINT OF TANGENCY
PVC -POLYVINYL CHLORIDE
PVI -POINT OF VERTICAL INTERSECTION
PW -POTABLE WATER
Q
QTR -QUARTER
QTY -QUANTITY
R
RCP -REINFORCED CONCRETE PIPE
RE: -REFERENCE
REC W -RECLAIMED WATER
RED -REDUCER
-REDUCING
RI -RAPID INFILTRATION
RO -ROUGH OPENING
ROW -RIGHT OF WAY
R/W -RIGHT OF WAY
S
S -SOUTH
-SECOND
-SLOPE
SA -SAMPLE
SAW -SAWCUT
SCFM -STANDARD CUBIC FEET PER MINUTE
SD -STORM DRAIN
-STANDARD DRAWING
SDMH -STORM DRAIN MANHOLE
SEC -SECTION
SHT -SHEET
SIM -SIMILAR
SPECS -SPECIFICATIONS
SS -SANITARY SEWER
-STAINLESS STEEL
-SERVICE TANK
SSMH -SANITARY SEWER MANHOLE
SSPR -SANITARY SEWER (PRESSURE)
SST -STAINLESS STEEL TUBING
SSWR -SANITARY SEWER (GRAVITY)
ST -STREET
STA -STATION
STD -STANDARD
STL -STEEL
STRC -STRUCTURAL
-STRUCTURE
STRM -STORM DRAIN
T
T -TANGENT
-TOP
-TELEPHONE
TBC -TOP BACK CURB
TC -TOP OF CURB
T/D -TELEPHONE/DATA COMMUNICATIONS
TEL -TELEPHONE
TEMP -TEMPERATURE
-TEMPORARY
T&G -TONGUE AND GROOVE
TK -TANK
TOC -TOP OF CONCRETE
TOF -TOP OF FOOTING/FOUNDATION
TOG -TOP OF GROUT
TOGT -TOP OF GRATING
TOPO -TOPOGRAPHY
TOS -TOP OF SLAB
TOW -TOP OF WALL
TRANS -TRANSFORMER
-TRANSMITTANCE
TV -TELEVISION
TYP -TYPICAL
U
UD -UNDER DRAIN
UGP -UNDERGROUND POWER
UH -UNIT HEATER
UL -UNDERWRITERS LABORATORIES
UNO -UNLESS NOTED OTHERWISE
UT -UNDERGROUND TELEPHONE
UV -ULTRA VIOLET
UW -UTILITY WATER (NON-POTABLE)
V
V -VENT
VCT -VINYL COMPOSITE TILE
VERT -VERTICAL
VOL -VOLUME
W
W -POTABLE WATER
-WEST
WATR -WATER
W/ -WITH
W/O -WITHOUT
WS -WATER SURFACE
WSP -WELDED STEEL PIPE
WWP -WATER WORKING PRESSURE
Y
YD -YARD
YR -YEAR
MISC
# -NUMBER
-POUNDS
& -AND
@ -AT
Ø -DIAMETER
-PHASE
Δ -ANGLE OF DEFLECTION
℄ -CENTERLINE
GENERAL ABBREVIATIONS
PROJECT NO.
SHEET NO.
226054
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
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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.
OREGON
EXPIRES: 06-30-2028
100223PEREG
ISTERED PROFESSIONALENGINEER
JA N. 09 , 2024
LUKE T A BOR
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PROJECT NO.
SHEET NO.
226054
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
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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.
OREGON
EXPIRES: 06-30-2028
100223PEREG
ISTERED PROFESSIONALENGINEER
JA N. 09 , 2024
LUKE T A BOR
PI
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S C
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PIPE SCHEDULE
PROJECT NO.
SHEET NO.
226054
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
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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.
OREGON
EXPIRES: 06-30-2028
100223PEREG
ISTERED PROFESSIONALENGINEER
JA N. 09 , 2024
LUKE T A BOR
O
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L M
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0' 200' 400'
SCALE: 1"=200'
PROJECT NO.
SHEET NO.
226054
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
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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.
OREGON
EXPIRES: 06-30-2028
100223PEREG
ISTERED PROFESSIONALENGINEER
JA N. 09 , 2024
LUKE T A BOR
SILVER FALLS DR SE
SILVER FALLS HWY SE
N FORK RD SE
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H W
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SE
LOOKOUT MOUNTAIN RD
SILVER FALLS HWY SE
NORTH WELL
SOUTH WELL
LJTDSKLEGEND
SITE ACCESS ROAD
SITE ACCESS ROAD
PAVED ROADWAY
SITE ACCESS ROAD
SILVER FALLS
STATE PARK OFFICE
WELL SITE
X
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>
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
X
8'' FIRE 8'' FIRE
4''SS<
MW
O
O O
PS PS PS
R/W R/W
NG NG NG
UGP UGP
FO FO FO
T T T
CABLE CABLE
TR
TV
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
SET 5/8" STEEL PIN W/CAP
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
FENCE (BARBED WIRE OR OTHER WITH GATES)
TEST PIT
EDGE OF GRAVEL
DEDICATED RIGHT OF WAY
DITCH FLOWLINE
FENCE (CHAINLINK WITH GATE)
SIGN
WITNESS CORNER
CALCULATED POINT
JUNCTION BOX & DUCT BANK
SET 1/2" STEEL PIN W/CAP
FOUND 5/8" STEEL PIN
CABLE LINE & RISER
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
FENCE (BARBED WIRE OR OTHER WITH GATES)
FENCE (CHAINLINK WITH GATE)
UNDERGROUND POWER LINE
NATURAL GAS LINE
FIBER OPTIC LINE
TELEPHONE LINE & RISER
EDGE OF GRAVELPRESSURE SEWER LINE & VALVE VAULT
SANITARY SEWER SERVICE & CLEANOUT
SWALE FLOWLINE
SIGN
CABLE & TELEPHONE RISERS
PROPOSED UTILITY
FLANGED (FL)
FITTING TYPES
BEND (MJ)
REDUCING TEE (8"x6", MJ x FL)
GATE VALVE & BUTTERFLY VALVE
FIRE HYDRANT
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 (FL)
REDUCER (MJ)
COUPLING (FL x MJ)
CROSS (FL x MJ)
CAP W/BLIND FLANGE
WATER SERVICE LINE & METER
FIRE LINE
MONITORING WELL
JOINT TRENCH & DEVICE
JOINT TRENCH IN PROFILE
PRESSURE SEWER
SANITARY SEWER SERVICE & CLEANOUT
GRAVITY IRRIGATION & STRUCTURE
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
BM- #1
BUILDING OR STRUCTURE
EP EP EDGE OF PAVEMENT
BM-
WM
EP EP
EG EG
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
GENERIC GATE SWING GATE
SLIDER GATE
GENERIC GATE SWING GATE
SLIDER GATE
oooo
PROPOSED DEMOLITION, ABANDONMENT, REMOVAL
REMOVE SURFACE FEATURE
CLEARING AND GRUBBING
DEMOLITION & REMOVAL
ABANDON IN PLACEA A A A A A A A A A A A A A A
# # # # # # # # # # # # # # # CHECK VALVE & BLOW-OFF VALVE
AIR RELEASE VALVE IN MANHOLE
PRESSURE REDUCING VALVE VAULT
PRESSURE SEWER CLEANOUT IN MANHOLE
CONCRETE
ASPHALT
GRAVEL SURFACE
BUILDING OR STRUCTURE
MECHANICAL
JOINT (MJ)
C
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LJTDSK
PROJECT NO.
SHEET NO.
226054
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.
OREGON
EXPIRES: 06-30-2028
100223PEREG
ISTERED PROFESSIONALENGINEER
JA N. 09 , 2024
LUKE T A BOR
EG
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3''W 3'
'W
3' 'W
3' 'W
3' 'W
3' 'W
3''W
3''W
3''W
SURFACE REPAIR - GRAVEL
N . W
EL
L
O
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L
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AN
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GENERAL SHEET NOTES
SHEET KEYNOTES
01 NEW WELL, CASING, PUMP AND
APPURTENANCES; RE: SPECS AND C7311
02 INSTALL 3" DISCHARGE PIPE; RE: C3011
03 INSTALL 3" DI PIPE; RE: SPECS
04 INSTALL FITTING - 4" 90° BEND; RE: SPECS
05 INSTALL FLEXIBLE COUPLING; RE: SPECS
06 UTILITY CROSSING; RE: C3022
07 PIPE MATERIAL TRANSITION 5' OUTSIDE OF
BUILDING FROM SCHEDULE 80 PVC TO DUCTILE
IRON. ROUTE BELOW SLAB AND INTO BUILDING;
RE: M1405
08 SURFACE REPAIR - MATCH EXISTING GRAVEL;
RE: C3034
09 RETAIN AND PROTECT EXISTING TREES (TYP)
10 INSTALL BOLLARD; RE: C0120
1. EXISTING UTILITIES ARE SHOWN IN AN
APPROXIMATE LOCATION, CONTRACTOR TO
VERIFY EXISTING UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION.
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. PROVIDE CONCRETE THRUST RESTRAINT AT
EACH VERTICAL OR HORIZONTAL CHANGE IN
DIRECTION; RE: C7205
5. BURY WATER LINE A MINIMUM OF 4.5 FEET FOR
FREEZE PROTECTION.
6. CONTRACTOR RESPONSIBLE TO CLEAR AND
GRUB SITE AS NEEDED FOR COMPLETION OF
WORK. REMOVE AND DISPOSE OF EXCESS
SPOILS OFFSITE IN ACCORDANCE WITH LOCAL
AND STATE LAWS/REQUIREMENTS.
0' 10' 20'
SCALE: 1"=10'
PROJECT NO.
SHEET NO.
226054
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.
OREGON
EXPIRES: 06-30-2028
100223PEREG
ISTERED PROFESSIONALENGINEER
JA N. 09 , 2024
LUKE T A BOR
NORTH RESERVOIR (E)
ELECTRICAL
VAULT (E)
MANAGEMENT
POND (E)
6" W TO SOUTH
FALLS (E)
GRAVEL
PERIMETER (E)
WELLHEAD
BUILDING (E)
FLOWMETER
VAULT (E)
INLET VALVE
VAULT (E)
DRAIN (E)
FLOOR
DRAIN (E)
4" DI WASTE
LINE (E)
LEGEND
3" W1 (9.C)
3" W1 (6.C)
10TYP. OF 4
3.00'
0.67'
EG
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3''W 3'
'W
3' 'W
3' 'W
3' 'W
3' 'W
3''W
3''W
3''W
M
E
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GENERAL SHEET NOTES
SHEET KEYNOTES
701 INGROUND JUNCTION BOX SIZED PER NEC
REQUIREMENTS.
702 ROUTE NEW CABLE AND CONDUIT FROM NEW
MCP OVERHEAD OR ALONG WALL WITHIN
BUILDING AND ROUTE ALONG SAME PATH AS
WATER LINE, MAINTAINING MINIMUM OF 12"
CLEARANCE BETWEEN WATER LINE AND
ELECTRICAL AND CONTROLS CONDUITS. USE
IN GROUND JUNCTION BOXES TO FOLLOW NEC
MAXIMUM ALLOWABLE CONDUIT BEND
REQUIREMENTS.
703 SPLICE SUBMERSIBLE PUMP VENDOR CABLE
AS REQUIRED USING SUBMERSIBLE RATED
SPLICE KIT. USE SUBMERSIBLE RATED CABLE
FOR ANY CABLE SECTION WITHIN WELL.
704 WELL HEAD FINISH JUNCTION BOX. RE: C7312
DETAIL.
CMELK
0' 10' 20'
SCALE: 1"=10'
PROJECT NO.
SHEET NO.
226054
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
SI
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F
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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.
OREGON
EXPIRES: 12-31-2026
100419PERE
GISTERED PROFESSIONALENGINEER
JA N. 10 , 2023
CHA NDLER MENDENHALLOREGON
EXPIRES: 06-30-2028
100223PERE
GISTERED PROFESSIONALENGINEER
JA N. 09 , 2024
LUKE T A BOR
NORTH RESERVOIR
PMP-N101703
C-N102 P-N101
1. ELECTRICAL WORK SHALL BE PERFORMED IN
ACCORDANCE WITH THE NATIONAL
ELECTRICAL CODE AND ANY OTHER STATE OR
LOCAL CODE.
2. CABLE AND CONDUIT RUNS ARE
DIAGRAMMATICALLY SHOWN ON THE
DRAWING. FINAL ROUTING SHALL BE
DETERMINED BY THE ELECTRICAL
CONTRACTOR AND APPROVED BY THE OWNER.
3. ALL OUTDOOR EQUIPMENT AND WIRING SHALL
BE WEATHER PROOF.
4. ALL UNDERGROUND CABLE RUNS SHALL BE
INSTALLED IN CONDUIT.
5. UNDERGROUND ELECTRICAL CONDUITS SHALL
BE MARKED WITH RED PLASTIC MARKING TAPE
INSTALLED IN THE TRENCH ONE FOOT BELOW
SURFACE. RE: E-501
OREGON
EXPIRES: 12-31-2026
100419PE
R E
10, EG
IST
ERED PROFESSIONALN
G I N E E
R
J A 2 0 2 3
M E NDE
CH AN
N
N.
DL
HA
ER
LL
OREGON
EXPIRES: 06-30-2028
100223PERE
GISTERED PROFESSIONA
LENG INEER
J A N . 09 , 2 0 24
LUK E T ABOR
PROJECT NO.
SHEET NO.
DRAWN: CHECK:
PAGE
1-1/2 Inches
VERIFY SCALE: Scales based on 22"x34" prints.
T h is d o c u m e n t o r a n y p a rt t h e re o f in d e ta il o r d e s ig n c o n c e p t is t h e p e rs o n a l p ro p e rt y o f K e lle r A s s o c ia te s
In c a n d s h a ll n o t b e c o p ie d i n a n y f o rm w it h o u t th e w ri tt e n a u th o ri z a ti o n o f K e lle r A s s o c ia te s
In c
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S
IN
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\D o c u m e n ts
\2
S ilv e r F a ll
N W e ll
M e c h
J v iv e ro s ro d ri g u e z .r v t
D-101-N
JVR JK
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A N
EQUIPMENT KEYNOTES
SHEET KEYNOTES
NTS
A1
N. WELL DEMOLITION PLAN
REMOVE ITEMS SHOWN WITH RED HATCHING
GENERAL SHEET NOTES
1. REFERENCE STANDARD MECHANICAL NOTES, SHEET M-001,
FOR ADDITIONAL REQUIREMENTS.
2. ALL PIPE SUPPORTS ARE NOT SHOWN. CONTRACTOR SHALL
SUPPORT PIPING AND VALVES IN ACCORDANCE WITH
SPECIFICATION SECTION 40 05 07 AND RE: M-500 SERIES
SHEETS.
3. CONTRACTOR SHALL INSTALL EQUIPMENT AS PER
MANUFACTURER'S INSTRUCTIONS AND SUPPORT PIPING AT
EACH PUMP CONNECTION.
4. PIPING, VALVES AND EQUIPMENT SHALL BE COATED IN
ACCORDANCE WITH SPECIFICATION SECTION 09 90 00.
5. REFERENCE PIPE SCHEDULE, SHEET G-005, FOR PIPING
MATERIALS AND TEST PRESSURES.
6. ALL PIPING ABOVE GRADE SHALL BE SOLVENT WELD UNLESS
OTHERWISE NOTED; ALL BURIED FITTINGS SHALL BE
MECHANICAL JOINT AND RESTRAINED WITH RETAINER GLANDS
OR THRUST BLOCKS AS PER THE SPECIFICATIONS AND
DRAWINGS.
7. CONCRETE ENCASEMENT NOT SHOWN. PIPING LOCATED
BELOW THE BUILDING, EXCEPT PLUMBING, SHALL BE
CONCRETE ENCASED TO FIVE FEET OUTSIDE OF THE BUILDING
FOUNDATION. RE: M7513
8. CONTRACTOR TO PROVIDE PIPING AND EQUIPMENT LAYOUT
SHOP DRAWINGS FOR THIS FACILITY PRIOR TO ORDERING OR
FABRICATING ANY MATERIALS, RE: SPECS. DRAWINGS SHALL
DEPICT THE PROPOSED VALVES, FITTINGS AND
APPURTENANCES AND HOW THEY WILL BE INSTALLED TO FIT
WITHIN THE FOOTPRINT OF THE BUILDING.
657 DEMO MECHANICAL EQUIPMENT AND APPURTENANCES AND
SALVAGE TO OWNER
659 SAWCUT AND REMOVE EXISTING PUMP BASE AND SALVAGE
PUMP TO OWNER
660 DEMO ARV AND DRAIN PIPING TO BE REUSED; RE: MECHANICAL
PLAN
661 SAWCUT SLAB FOR MECHANICAL PIPING TO BE ROUTED
THROUGH THE SLAB. REPAIR SLAB TO MATCH EXISITNG
CONDITIONS AFTER INSTALLATION OF NEW PIPPING; RE: MECH
PLAN
689 RETAIN AND PROTECT EXISTING WELL CASING
693 AFTER INSTALLATION AND COMMISSIONING OF NEW WELL,
DISCONNECT AND DEMOLISH EXISTING PIPING, ELECTRICAL,
ETC. FROM EXISTING WELL HEAD AND CAP EXISTING DISCHARGE
PIPE AT THE COUPLING
C1
M-101-N
W E
L L
F R
O M
T A
N K
T O
14'-8 1/2"
/2
5'-4"
/2
1'-6"
677 680
3" W1 (6.C)
BLV-N101
2" W1 (9.C)
8'-3 1/2"
TYP 673
W E
L L
F R
O M
BLV-N101
2" W1 (9.C)
3" W1 (6.C)
CKV-N101
OREGON
EXPIRES: 06-30-2028
100223PERE
GISTERED PROFESSIONA
LENG INEER
J A N . 09 , 2 0 24
LUK E T ABOR
PROJECT NO.
SHEET NO.
DRAWN: CHECK:
PAGE
1-1/2 Inches
VERIFY SCALE: Scales based on 22"x34" prints.
T h is d o c u m e n t o r a n y p a rt t h e re o f in d e ta il o r d e s n c e p t is t h e p e rs o n a l p ro p e rt y o f K e lle r A s s o c ia te s
In c a n d s h a ll n o t b e c o p ie d i n a n y f o rm w it h o u t tt e n a u th o ri z a ti o n o f K e lle r A s s o c ia te s
In c
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IN
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\D o c u m e n ts
\2
S ilv e r F a ll
N W e ll
M e c h
J v iv e ro s ro d ri g u e z .r v t
M-101-N
JVR JK
N
W E
L L
M E
C H
A N
IC
A
L P
L A
N
0 1' 2' 3' 3/4"
GENERAL SHEET NOTES
1. REFERENCE STANDARD MECHANICAL NOTES, SHEET M-001,
FOR ADDITIONAL REQUIREMENTS.
2. ALL PIPE SUPPORTS ARE NOT SHOWN. CONTRACTOR SHALL
SUPPORT PIPING AND VALVES IN ACCORDANCE WITH
SPECIFICATION SECTION 40 05 07 AND RE: M-500 SERIES
SHEETS.
3. CONTRACTOR SHALL INSTALL EQUIPMENT AS PER
MANUFACTURER'S INSTRUCTIONS AND SUPPORT PIPING AT
EACH PUMP CONNECTION.
4. PIPING, VALVES AND EQUIPMENT SHALL BE COATED IN
ACCORDANCE WITH SPECIFICATION SECTION 09 90 00.
5. REFERENCE PIPE SCHEDULE, SHEET G-005, FOR PIPING
MATERIALS AND TEST PRESSURES.
6. ALL PIPING ABOVE GRADE SHALL BE SOLVENT WELD UNLESS
OTHERWISE NOTED; ALL BURIED FITTINGS SHALL BE
MECHANICAL JOINT AND RESTRAINED WITH RETAINER GLANDS
OR THRUST BLOCKS AS PER THE SPECIFICATIONS AND
DRAWINGS.
7. CONCRETE ENCASEMENT NOT SHOWN. PIPING LOCATED
BELOW THE BUILDING, EXCEPT PLUMBING, SHALL BE
CONCRETE ENCASED TO FIVE FEET OUTSIDE OF THE BUILDING
FOUNDATION. RE: M7513
8. CONTRACTOR TO PROVIDE PIPING AND EQUIPMENT LAYOUT
SHOP DRAWINGS FOR THIS FACILITY PRIOR TO ORDERING OR
FABRICATING ANY MATERIALS, RE: SPECS. DRAWINGS SHALL
DEPICT THE PROPOSED VALVES, FITTINGS AND
APPURTENANCES AND HOW THEY WILL BE INSTALLED TO FIT
WITHIN THE FOOTPRINT OF THE BUILDING.
EQUIPMENT KEYNOTES
SHEET KEYNOTES
BLV-N101 2” BALL VALVE; RE: SPECS
CKV-N101 2” SWING CHECK VALVE; RE: SPECS
651 INSTALL FITTING – 2” 90 DEG BEND; RE: SPECS
652 INSTALL FITTING – 2” PIPE; RE: SPECS
654 INSTALL FITTING - 2” TEE; RE: SPECS
655 EXISTING ARV TO BE REUSED AND INSTALLED ON TEE
OUTLET; ROUTE ARV DRAIN PIPING OUTSIDE. UTILIZE
EXISTING CMU PENETRATION; RE: M2501
656 CONNECT TO EXISTING MECHANICAL PIPING
672 EXISTING WELL CASING, RETAIN AND PROTECT
673 INSTALL PIPE SUPPORT; RE: M1020
677 INSTALL PIPE UNION; RE: SPECS
678 RETAIN AND PROTECT EXISTING MECHANCIAL
EQUIPMENT AND APPURTENANCES
679 SAWCUT EXISTING SLAB AND REPAIR TO MATCH
EXISTING CONDITIONS; RE: M9056
680 INSTALL VAN STONE FLANGE ADAPTER; RE: SPECS
682 INSTALL 3" DI PIPE SPOOL; RE: SPECS
683 FLOOR PENETRATION THROUGH SLAB; RE: M1405
691 INSTALL FITTING - 3" x 2" REDUCER; RE: SPECS
692 INSTALL PIPE BENEATH EXISTING FOOTING AND SLAB;
RE:M8305
3/4" = 1'-0" A1
N. WELL MECHANICAL PLAN
3/4" = 1'-0" C1
N. WELL MECHANICAL SECTION
0 1' 2' 3' 3/4"
MCP-N101
DISC-N
XFMR
LVP-N 702
FE
PI
OREGON
EXPIRES: 12-31-2027
97265PER
EG
ISTERED PROFESSIONA
L
ENG INEER
M A Y . 11, 2 0 21
B R
AD
Y CU LV
E R
LE M.
OREGON
EXPIRES: 12-31-2026
100419PE
R E
10, EG
IST
ERED PROFESSIONALN
G I N E E
R
J A 2 0 2 3
M E NDE
CH AN
N
N.
DL
HA
ER
LL
PROJECT NO.
SHEET NO.
DRAWN: CHECK:
PAGE
1-1/2 Inches
VERIFY SCALE: Scales based on 22"x34" prints.
T h is d o c u m e n t o r a n y p a rt t h e re o f in d e ta il o r d e s n c e p t is t h e p e rs o n a l p ro p e rt y o f K e lle r A s s o c ia te s
In c a n d s h a ll n o t b e c o p ie d i n a n y fo rm w it h o u t tt e n a u th o ri z a ti o n o f K e lle r A s s o c ia te s In c
N O
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P
M C
U s e rs \s n o o k a la \O n e D ri v e
K
E L
L E
R A
S S
O C
IA
T
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IN
C \D o c u m e n ts
\2
S ilv e r
F a ll N
W e ll E le c s n o o k a la T
W Q
T .r v t
E-101-N
ELK CM
N
W E
L L
P O
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IN
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T R
U M
E N
T A
T
IO
N P
L A
N
1. RE: E-001 FOR OVERALL GENERAL ELECTRICAL NOTES.
2. EXISTING EQUIPMENT LOCATIONS AND DIMENSIONS ARE
APPROXIMATE.
3. CONTRACTOR TO PROVIDE ALL EQUIPMENT AND ACCESSORIES
REQUIRED FOR A COMPLETE INSTALLATION.
4. COORDINATE WORK AND ROUGH-IN LOCATIONS WITH RELATED
TRADES.
5. CONCEAL ALL RACEWAYS WITHIN FINISHED WALLS, CEILINGS,
AND FLOORS, UNLESS OTHERWISE NOTED.
6. ROUTE CONDUIT IN COMMON TRENCH WHENEVER POSSIBLE.
7. COORDINATE WITH SCADA INTEGRATOR.
8. RE: E-601 FOR CABLE AND CONDUIT SCHEDULES.
GENERAL SHEET NOTES
SHEET KEYNOTES
701 USE EXISTING CABLE AND CONDUIT TO CONNECT
CHLORINE PUMP RECEPTACLE POWER TO NEW MOTOR
CONTROL PANEL. RECEPTACLE LOCATION SHOWN IS
APPROXIMATE. CONTRACTOR TO FIELD VERIFY EXACT
LOCATION.
702 SURFACE MOUNT NEW MCP ON EXISTING WALL.
704 RETERMINATE ALL EXISTING I/O FROM EXISTING PLC TO
PLC LOCATED IN NEW MCP-N101
1" = 1'-0" A1
POWER & INSTRUMENTATION PLAN
2'1'1/2'0 1"
EQUIPMENT KEYNOTES
DISC-N SERVICE DISCONNECT (E)
FE WELL EFFLUENT FLOW METER (E)
LVP-N LOW VOLTAGE PANEL (E)
MCP-N101 MOTOR CONTROL PANEL (N)
PI PRESSURE GAUGE (E)
XFMR TRANSFORMER (E)
N.T.S.
NORTH WELL ONE LINEA1
M
RESERVOIR
PUMP
LVP-N
XFMR
MCP-N101
40/1
35/3
UTILITY XFMR
(2) 25kVA
UTILITY
PMP-N101
50/3
DISC-N
P-N101
N O
R
TH
W
EL
L
- E
LE
C
TR
IC
AL
O
N E
LI
N
E
E-601-NJ:
\2
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LV
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F
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LS
S
TA
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P
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\2
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C \E
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.D W
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LA
ST
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AV
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: 8 /1
8/
:0
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PR
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1. CONTRACTOR TO PROVIDE ALL EQUIPMENT AND ACCESSORIES
REQUIRED FOR A COMPLETE INSTALLATION.
2. COORDINATE WORK AND ROUGH-IN LOCATIONS WITH RELATED
TRADES.
3. CONCEAL ALL RACEWAYS WITHIN FINISHED WALLS, CEILINGS,
AND FLOORS, UNLESS OTHERWISE INDICATED.
4. ROUTE CONDUIT IN COMMON TRENCH WHENEVER POSSIBLE.
5. COORDINATE WITH SCADA INTEGRATOR.
6. CONTRACTOR SHALL PROVIDE & CHECK CIRCUIT BREAKER
POSITIONS.
7. CONTRACTOR SHALL PROVIDE NEW UPDATED DIRECTORIES FOR
ALL PANELS IN WHICH CIRCUITS ARE ADDED OR REMOVED.
DELETED CIRCUITS SHALL BE MARKED SPARE.
8. ALL ELECTRICAL EQUIPMENT SHALL BE FIELD MARKED PER THE
NEC 110.16 “POTENTIAL ELECTRIC ARC FLASH HAZARD”.
9. CONTRACTOR SHALL FURNISH THE FOLLOWING STUDIES AS PART
OF THE CONSTRUCTION PACKAGE.
o SHORT CIRCUIT STUDY o COORDINATE STUDIES BASED ON ELECTRICAL SWITCHGEAR
PROVIDED FOR PROJECT
o ARC FLASH STUDY
10. CONTRACTOR SHALL SET ALL CIRCUIT BREAKER TRIP DEVICES
BASED ON COORDINATION STUDIES.
11. PROVIDE BREAKERS WITH LOCK OUT TAG OUT PROVISIONS.
GENERAL SHEET NOTES
SHEET KEYNOTES
701 MCP MAIN BREAKER SHALL BE LOCKABLE IN THE OPEN POSITION
WITHOUT OPENING MCP ENCLOSURE DOOR.
CMELK
PROJECT NO.
SHEET NO.
226054
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
SI
LV
ER
F
AL
LS
W
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LS
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.
OREGON
EXPIRES: 12-31-2026
100419PERE
GISTERED PROFESSIONALENGINEER
JA N. 10 , 2023
CHA NDLER MENDENHALLOREGON
EXPIRES: 06-30-2028
100223PERE
GISTERED PROFESSIONALENGINEER
JA N. 09 , 2024
LUKE T A BOR
OREGON
EXPIRES: 12-31-2026
100419PE
R E
10, EG
IST
ERED PROFESSIONALN
G I N E E
R
J A 2 0 2 3
M E NDE
CH AN
N
N.
DL
HA
ER
M C
P/
PL
C
FI
EL
D
MCP-N101
YL
RUN
GRN
YL
FAIL
RED
YL
RES
LOW
RED
YL
WELL
LOW
RED
HOA
D D
D
PI
M
FE
0V
AC
D
TO FLOW
METER VAULT
CHLORINE
TANK
LSH
LSL
YC
N101
R U
N C
O M
M
AN
D
YI
N101
R U
N N
IN
G
YI.AM
N101
AU
TO
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AN
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AL
FI
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ER
VO
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IN
FL
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LAH
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LE
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L
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IG
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LAL
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L
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W
PLC
RVSS-N101
LI
N101
W
EL
L
LE
VE
L
FI
TA
N
K
IN
FL
U
EN
T
FL
O
W
FE
CKV-N101
BLV-N101
WELL
VENT
LT
N101
PMP-N101
15 HP
YA
N101
FA
U
LT
N O
R
TH
W
EL
L
- P
&I D
EI-701-NJ:
\2
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F
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P
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S U
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\2
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\3 _D
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N \D
_P
LA
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LA
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: 8
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TFACM
PROJECT NO.
SHEET NO.
226054
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
SI
LV
ER
F
AL
LS
W
EL
LS
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.
OREGON
EXPIRES: 12-31-2027
97265PERE
GISTERED PROFESSIONALENGINEER
MA Y 11, 2021BRA DLEY M. CULV ER
OREGON
EXPIRES: 06-30-2028
100223PERE
GISTERED PROFESSIONALENGINEER
JA N. 09 , 2024
LUKE T A BOR
OREGON
EXPIRES: 12-31-2027
97265PERE
GISTERED PROFESSIONALENGINEER
MA Y 11, 2021BRA DLEY M. CULV ER
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
W W W
W W
W
W
W
W
W
W
WW
W
W
W W
W
W
W W
W W
UGP
UGP
UGP
UGP
UGP
UGP
U G
P
4''W
4''W
SURFACE REPAIR - GRAVEL
S.
W
EL
L
O
VE
R
AL
L
SI
TE
AN
D Y
AR
D
P
IP
IN
G
P
LA
N
C-101-SJ:
\2
SI
LV
ER
F
AL
LS
S
TA
TE
P
AR
K W
AT
ER
S U
PP
LY
\2
D
ES
N
C
AD
\3 _D
ES
IG
N \D
_P
LA
N S-
1\
_C
IV
IL
\E
XI
ST
IN
G
S
IT
E
PL
AN
S.
D W
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LA
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S
AV
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: 8 /1
8/
:2
AM
PR
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:2
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GENERAL SHEET NOTES
SHEET KEYNOTES
01 NEW WELL, CASING, PUMP AND
APPURTENANCES; RE: SPECS AND C7311
02 INSTALL 4" DISCHARGE PIPE; RE: C3011
03 INSTALL 4" DI PIPE; RE: SPECS
04 INSTALL FITTING - 4" 90° BEND; RE: SPECS
05 INSTALL FLEXIBLE COUPLING; RE: SPECS
06 PIPE MATERIAL TRANSITION 5' OUTSIDE OF
BUILDING FROM SCHEDULE 80 PVC TO DUCTILE
IRON. ROUTE BELOW SLAB; RE: M1405
07 RETAIN AND PROTECT EXISTING UTILITY
08 SURFACE REPAIR - GRAVEL; RE: C3034
09 INSTALL BOLLARD; RE: C0120
PROJECT NO.
SHEET NO.
226054
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
SI
LV
ER
F
AL
LS
W
EL
LS
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.
OREGON
EXPIRES: 06-30-2028
100223PEREG
ISTERED PROFESSIONALENGINEER
JA N. 09 , 2024
LUKE T A BOR
0' 10' 20'
SCALE: 1"=10'
SOUTH RESERVOIR (E)
CHAIN LINK
FENCE (E)
WATER INLET (E)
WATER OUTLET (E)
OUTLET VALVE
VAULT (E)
GATE (E)
GATE (E)
ELECTRICAL
TRANSFORMER (E)
ELECTRICAL SUPPLY
TO METER (E)
WELL HOUSE (E)
GENERATOR PAD (E)
OVERFLOW TO
DAYLIGHT,
FLAP GATE ON
END OF PIPE
02 01
LJTDSK
LEGEND
1. EXISTING UTILITIES ARE SHOWN IN AN
APPROXIMATE LOCATION, CONTRACTOR TO
VERIFY EXISTING UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION.
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. PROVIDE CONCRETE THRUST RESTRAINT AT
EACH VERTICAL OR HORIZONTAL CHANGE IN
DIRECTION; RE: C7205
5. BURY WATER LINE A MINIMUM OF 4.5 FEET FOR
FREEZE PROTECTION.
6. CONTRACTOR RESPONSIBLE TO CLEAR AND
GRUB SITE AS NEEDED FOR COMPLETION OF
WORK. REMOVE AND DISPOSE OF EXCESS
SPOILS OFFSITE IN ACCORDANCE WITH LOCAL
AND STATE LAWS/REQUIREMENTS.
4" W1 (6.C)
4" W1 (6.C)
09TYP. OF 4
3.00'0.67'
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
W W W
W W
W
W W
W
W
W
WW
W
W
W W
W
W
W W
W W
UGP
UGP
UGP
UGP
UGP
UGP
U G
P
4''W
4''W M
E
E J
S.
W
EL
L
EL
EC
TR
IC
AL
S
IT
E
PL
AN
ES-101-SJ:
\2
SI
LV
ER
F
AL
LS
S
TA
TE
P
AR
K W
AT
ER
S U
PP
LY
\2
D
ES
N
C
AD
\3 _D
ES
IG
N \D
_P
LA
N S-
1\
_E
LE
C \E
S-
1- X.
D W
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LA
ST
S
AV
ED
: 8 /1
8/
2:
P M
PR
IN
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D
: 8 /1
8/
:1
PM
GENERAL SHEET NOTES
SHEET KEYNOTES
PROJECT NO.
SHEET NO.
226054
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
SI
LV
ER
F
AL
LS
W
EL
LS
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.
OREGON
EXPIRES: 12-31-2026
100419PERE
GISTERED PROFESSIONALENGINEER
JA N. 10 , 2023
CHA NDLER MENDENHALLOREGON
EXPIRES: 06-30-2028
100223PERE
GISTERED PROFESSIONALENGINEER
JA N. 09 , 2024
LUKE T A BOR
0' 10' 20'
SCALE: 1"=10'
SOUTH RESERVOIR
CMELK
701 INGROUND JUNCTION BOX SIZED PER NEC
REQUIREMENTS.
702 ROUTE NEW CABLE AND CONDUIT FROM NEW
MCP OVERHEAD OR ALONG WALL WITHIN
BUILDING AND ROUTE ALONG SAME PATH AS
WATER LINE, MAINTAINING MINIMUM OF 12"
CLEARANCE BETWEEN WATER LINE AND
ELECTRICAL AND CONTROLS CONDUITS. USE
IN GROUND JUNCTION BOXES TO FOLLOW NEC
MAXIMUM ALLOWABLE CONDUIT BEND
REQUIREMENTS.
703 SPLICE SUBMERSIBLE PUMP VENDOR CABLE
AS REQUIRED USING SUBMERSIBLE RATED
SPLICE KIT. USE SUBMERSIBLE RATED CABLE
FOR ANY CABLE SECTION WITHIN WELL.
704 WELL HEAD FINISH JUNCTION BOX. RE: C7312
DETAIL.
1. ELECTRICAL WORK SHALL BE PERFORMED IN
ACCORDANCE WITH THE NATIONAL
ELECTRICAL CODE AND ANY OTHER STATE OR
LOCAL CODE.
2. CABLE AND CONDUIT RUNS ARE
DIAGRAMMATICALLY SHOWN ON THE
DRAWING. FINAL ROUTING SHALL BE
DETERMINED BY THE ELECTRICAL
CONTRACTOR AND APPROVED BY THE OWNER.
3. ALL OUTDOOR EQUIPMENT AND WIRING SHALL
BE WEATHER PROOF.
4. ALL UNDERGROUND CABLE RUNS SHALL BE
INSTALLED IN CONDUIT.
5. UNDERGROUND ELECTRICAL CONDUITS SHALL
BE MARKED WITH RED PLASTIC MARKING TAPE
INSTALLED IN THE TRENCH ONE FOOT BELOW
SURFACE. RE: E-501
PMP-S101703
C-S101 P-S101
OREGON
EXPIRES: 12-31-2026
100419PE
R E
10, EG
IST
ERED PROFESSIONALN
G I N E E
R
J A 2 0 2 3
M E NDE
CH AN
N
N.
DL
HA
ER
658659
OREGON
EXPIRES: 06-30-2028
100223PERE
GISTERED PROFESSIONA
LENG INEER
J A N . 09 , 2 0 24
LUK E T ABOR
PROJECT NO.
SHEET NO.
DRAWN: CHECK:
PAGE
1-1/2 Inches
VERIFY SCALE: Scales based on 22"x34" prints.
T h is d o c u m e n t o r a n y p a rt t h e re o f in d e ta il o r d e s n c e p t is t h e p e rs o n a l p ro p e rt y o f K e lle r A s s o c ia te s
In c a n d s h a ll n o t b e c o p ie d i n a n y f o rm w it h o u t tt e n a u th o ri z a ti o n o f K e lle r A s s o c ia te s
In c
N O
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226054
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:3
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A
M C
U s e rs
\j v iv e ro s ro d ri g u e z \O n e
D ri v e
K
E L L
E R
A S
S O
C
IA
T E
S
IN
C
\D o c u m e n ts
\2
S ilv e r F a ll
S W e ll
M e c h
J v iv e ro s ro d ri g u e z .r v t
D-101-S
JVR JK
S
W E
L L
D E
M O
L
IT
IO
N
P L
A N
EQUIPMENT KEYNOTES
SHEET KEYNOTES
NTS
A1
S. WELL DEMOLITION PLAN
REMOVE ITEMS SHOWN WITH RED HATCHING
GENERAL SHEET NOTES
1. REFERENCE STANDARD MECHANICAL NOTES, SHEET M-001,
FOR ADDITIONAL REQUIREMENTS.
2. ALL PIPE SUPPORTS ARE NOT SHOWN. CONTRACTOR SHALL
SUPPORT PIPING AND VALVES IN ACCORDANCE WITH
SPECIFICATION SECTION 40 05 07 AND RE: M-500 SERIES
SHEETS.
3. CONTRACTOR SHALL INSTALL EQUIPMENT AS PER
MANUFACTURER'S INSTRUCTIONS AND SUPPORT PIPING AT
EACH PUMP CONNECTION.
4. PIPING, VALVES AND EQUIPMENT SHALL BE COATED IN
ACCORDANCE WITH SPECIFICATION SECTION 09 90 00.
5. REFERENCE PIPE SCHEDULE, SHEET G-005, FOR PIPING
MATERIALS AND TEST PRESSURES.
6. ALL PIPING ABOVE GRADE SHALL BE FLANGED; ALL BURIED
FITTINGS SHALL BE MECHANICAL JOINT AND RESTRAINED WITH
RETAINER GLANDS OR THRUST BLOCKS AS PER THE
SPECIFICATIONS AND DRAWINGS.
7. CONCRETE ENCASEMENT NOT SHOWN. PIPING LOCATED
BELOW THE BUILDING, EXCEPT PLUMBING, SHALL BE
CONCRETE ENCASED TO FIVE FEET OUTSIDE OF THE BUILDING
FOUNDATION. RE: M7513 & M7514
657 DEMO MECHANICAL EQUIPMENT AND APPURTENANCES AND
SALVAGE TO OWNER
658 AFTER INSTALLATION AND COMMISSIONING OF NEW WELL,
DISCONNECT AND DEMOLISH EXISTING PIPING, ELECTRICAL, ETC.
FROM EXISTING WELL HEAD AND INSTALL A BLIND FLANGE AS
SHOWN
659 SAWCUT AND REMOVE EXISTING PUMP BASE AND SALVAGE PUMP
TO OWNER
660 DEMO ARV AND DRAIN PIPING TO BE REUSED; RE: MECHANICAL
PLAN
661 SAWCUT SLAB FOR MECHANICAL PIPING TO BE ROUTED THROUGH
THE SLAB. REPAIR SLAB TO MATCH EXISITNG CONDITIONS AFTER
INSTALLATION OF NEW PIPPING; RE: MECH PLAN
662 DEMO EXISTING CHECK VALVE AND REINSTALL; RE: MECHANICAL
PLAN
671 DEMO ELECTRICAL EQUIPMENT; RE: ELECTRICAL
688 CONTRACTOR TO RELOCATE TANK AS NEEDED FOR SLAB REPAIR
AND INSTALLATION OF NEW MECHANICAL PIPING. MUST MAINTAIN
ABILITY TO CHLORINATE THE WATER DURING CONSTRUCTION.
ONCE WORK IS COMPLETED, RELOCATE THE TANK TO ITS
ORIGINAL LOCATION.
689 RETAIN AND PROTECT EXISTING WELL CASING
A2
M-101-S
FROM WELL
TYP673
T O
T A
N K
14'-8 1/2"
/2
6'-0"
3" W1 (9.C)
GV-S101
3" W1 (6.C)
TYP 673
FROM WELL
4" W1 (6.C)
3" W1 (9.C)
GV-S101
4'-9 1/2"
3" W1 (6.C)
OREGON
EXPIRES: 06-30-2028
100223PERE
GISTERED PROFESSIONA
LENG INEER
J A N . 09 , 2 0 24
LUK E T ABOR
PROJECT NO.
SHEET NO.
DRAWN: CHECK:
PAGE
1-1/2 Inches
VERIFY SCALE: Scales based on 22"x34" prints.
T h is d o c u m e n t o r a n y p a rt t h e re o f in d e ta il o r d e s n c e p t is t h e p e rs o n a l p ro p e rt y o f K e lle r A s s o c ia te s
In c a n d s h a ll n o t b e c o p ie d i n a n y f o rm w it h o u t tt e n a u th o ri z a ti o n o f K e lle r A s s o c ia te s
In c
N O
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226054
/2
/2
:3
:5
A
M C
U s e rs
\j v iv e ro s ro d ri g u e z \O n e
D ri v e
K
E L L
E R
A S
S O
C
IA
T E
S
IN
C
\D o c u m e n ts
\2
S ilv e r F a ll
S W e ll
M e c h
J v iv e ro s ro d ri g u e z .r v t
M-101-S
JVR JK
S
W E
L L
M E
C H
A N
IC
A
L P
L A
N
0 1' 2' 4' 1/2"
GENERAL SHEET NOTES
1. REFERENCE STANDARD MECHANICAL NOTES, SHEET M-001,
FOR ADDITIONAL REQUIREMENTS.
2. ALL PIPE SUPPORTS ARE NOT SHOWN. CONTRACTOR SHALL
SUPPORT PIPING AND VALVES IN ACCORDANCE WITH
SPECIFICATION SECTION 40 05 07 AND RE: M-500 SERIES
SHEETS.
3. CONTRACTOR SHALL INSTALL EQUIPMENT AS PER
MANUFACTURER'S INSTRUCTIONS AND SUPPORT PIPING AT
EACH PUMP CONNECTION.
4. PIPING, VALVES AND EQUIPMENT SHALL BE COATED IN
ACCORDANCE WITH SPECIFICATION SECTION 09 90 00.
5. REFERENCE PIPE SCHEDULE, SHEET G-005, FOR PIPING
MATERIALS AND TEST PRESSURES.
6. ALL PIPING ABOVE GRADE SHALL BE SOLVENT WELD UNLESS
OTHERWISE NOTED; ALL BURIED FITTINGS SHALL BE
MECHANICAL JOINT AND RESTRAINED WITH RETAINER GLANDS
OR THRUST BLOCKS AS PER THE SPECIFICATIONS AND
DRAWINGS.
7. CONCRETE ENCASEMENT NOT SHOWN. PIPING LOCATED
BELOW THE BUILDING, EXCEPT PLUMBING, SHALL BE
CONCRETE ENCASED TO FIVE FEET OUTSIDE OF THE BUILDING
FOUNDATION. RE: M7513
8. CONTRACTOR TO PROVIDE PIPING AND EQUIPMENT LAYOUT
SHOP DRAWINGS FOR THIS FACILITY PRIOR TO ORDERING OR
FABRICATING ANY MATERIALS, RE: SPECS. DRAWINGS SHALL
DEPICT THE PROPOSED VALVES, FITTINGS AND
APPURTENANCES AND HOW THEY WILL BE INSTALLED TO FIT
WITHIN THE FOOTPRINT OF THE BUILDING.
EQUIPMENT KEYNOTES
SHEET KEYNOTES
GV-S101 3” GATE VALVE; RE: SPECS
1/2" = 1'-0" A1
S. WELL MECHANICAL PLAN
1/2" = 1'-0" A2
S. WELL MECHANICAL SECTION
0 1' 2' 4'
1/2"
650 FLOOR PENETRATION THROUGH SLAB; RE: M1405
655 EXISTING ARV TO BE REUSED AND INSTALLED ON TEE
OUTLET; ROUTE ARV DRAIN PIPING OUTSIDE. UTILIZE
EXISTING CMU PENETRATION; RE: M2501
663 INSTALL FITTING – 3” 90 DEG BEND; RE: SPECS
670 CONNECT TO EXISTING MECHANICAL PIPPING
672 EXISTING WELL CASING, RETAIN AND PROTECT
673 INSTALL PIPE SUPPORT; RE: M1020
677 INSTALL PIPE UNION; RE: SPECS
678 RETAIN AND PROTECT EXISTING MECHANCIAL
EQUIPMENT AND APPURTENANCES
679 SAWCUT EXISTING SLAB AND REPAIR TO MATCH
EXISTING CONDITIONS; RE: M9056
680 INSTALL VAN STONE FLANGE ADAPTER; RE: SPECS
686 INSTALL 4" DI PIPE SPOOL; RE: SPECS
692 INSTALL PIPE BENEATH EXISTING FOOTING AND SLAB;
RE:M8305
694 INSTALL FITTING - 4" x 3" REDUCER; RE: SPECS
695 INSTALL FITTING - 3” TEE; RE: SPECS
696 REINSTALL EXISTING CHECK VALVE
697 INSTALL FITTING - 4" DI ELBOW; RE: SPECS
LVP-S
XFMR
DISC-S
MCP-S101
FE/FIT-2
OREGON
EXPIRES: 12-31-2027
97265PER
EG
ISTERED PROFESSIONA
L
ENG INEER
M A Y . 11, 2 021
B R
AD
Y CU LV
E R
LE M.
OREGON
EXPIRES: 12-31-2026
100419PE
R E
10, EG
IST
ERED PROFESSIONALN
G I N E E
R
J A 2 0 2 3
M E NDE
CH A N
N
N.
DL
HA
E R
LL
PROJECT NO.
SHEET NO.
DRAWN: CHECK:
PAGE
1-1/2 Inches
VERIFY SCALE: Scales based on 22"x34" prints.
T h is d o c u m e n t o r a n y p a rt t h e re o f in d e ta il o r d e s n c e p t is t h e p e rs o n a l p ro p e rt y o f K e lle r A s s o c ia te s
In c a n d s h a ll n o t b e c o p ie d i n a n y fo rm w it h o u t tt e n a u th o ri z a ti o n o f K e lle r A s s o c ia te s In c
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226054
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P
M C
U s e rs \s n o o k a la \O n e D ri v e
K
E L
L E
R A
S S
O C
IA
T
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IN
C \D o c u m e n ts
\2
S ilv e r
F a ll S
W e ll E le c s n o o k a la T
W Q
T .r v t
E-101-S
ELK CM
S W
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P O
W E
R A
N D
IN
S
T R
U M
E N
T A
T
IO
N P
L A
N
GENERAL SHEET NOTES
SHEET KEYNOTES
703 RETAIN AND PROTECT POWER TO CHLORINE PUMP
RECEPTACLE. RECEPTACLE LOCATION SHOWN IS
APPROXIMATE. CONTRACTOR TO FIELD VERIFY EXACT
LOCATION.
1" = 1'-0" A1
POWER PLAN
2'1'1/2'0 1"
EQUIPMENT KEYNOTES
DISC-S SERVICE DISCONNECT (E)
FE/FIT-2 RESERVOIR INFLUENT FLOW METER (E)
LVP-S LOW VOLTAGE PANEL (E)
MCP-S101 MOTOR CONTROL PANEL (E)
XFMR TRANSFORMER (E)
1. RE: E-001 FOR OVERALL GENERAL ELECTRICAL NOTES.
2. EXISTING EQUIPMENT LOCATIONS AND DIMENSIONS ARE
APPROXIMATE.
3. CONTRACTOR TO PROVIDE ALL EQUIPMENT AND ACCESSORIES
REQUIRED FOR A COMPLETE INSTALLATION.
4. COORDINATE WORK AND ROUGH-IN LOCATIONS WITH RELATED
TRADES.
5. CONCEAL ALL RACEWAYS WITHIN FINISHED WALLS, CEILINGS,
AND FLOORS, UNLESS OTHERWISE NOTED.
6. ROUTE CONDUIT IN COMMON TRENCH WHENEVER POSSIBLE.
7. COORDINATE WITH SCADA INTEGRATOR.
8. RE: E-601 FOR CABLE AND CONDUIT SCHEDULES.
SOUTH WELL ONE LINEA1
M
PMP-S101
WELL PUMP
LVP-S
XFMR
MCP-S101
40/2
100/3
35/3
UTILITY XFMR
75kVA
UTILITY
200/3
ATS
G
GEN
DISC-S
P-S101
SO
U
TH
W
EL
L
- E
LE
C
TR
IC
AL
O N
E
LI
N E
E-601-SJ:
\2
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F
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LS
S
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P
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\2
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LA
ST
S
AV
ED
: 8 /1
8/
:0
PM
PR
IN
TE
D : 8
/1 8/
:1
PM
CMELK
PROJECT NO.
SHEET NO.
226054
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
SI
LV
ER
F
AL
LS
W
EL
LS
N O
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EV
IS
IO
N
S 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.
OREGON
EXPIRES: 12-31-2026
100419PERE
GISTERED PROFESSIONALENGINEER
JA N. 10 , 2023
CHA NDLER MENDENHALLOREGON
EXPIRES: 06-30-2028
100223PERE
GISTERED PROFESSIONALENGINEER
JA N. 09 , 2024
LUKE T A BOR
1. CONTRACTOR TO PROVIDE ALL EQUIPMENT AND ACCESSORIES
REQUIRED FOR A COMPLETE INSTALLATION.
2. COORDINATE WORK AND ROUGH-IN LOCATIONS WITH RELATED
TRADES.
3. CONCEAL ALL RACEWAYS WITHIN FINISHED WALLS, CEILINGS,
AND FLOORS, UNLESS OTHERWISE INDICATED.
4. ROUTE CONDUIT IN COMMON TRENCH WHENEVER POSSIBLE.
5. COORDINATE WITH SCADA INTEGRATOR.
6. CONTRACTOR SHALL PROVIDE & CHECK CIRCUIT BREAKER
POSITIONS.
7. CONTRACTOR SHALL PROVIDE NEW UPDATED DIRECTORIES FOR
ALL PANELS IN WHICH CIRCUITS ARE ADDED OR REMOVED.
DELETED CIRCUITS SHALL BE MARKED SPARE.
8. ALL ELECTRICAL EQUIPMENT SHALL BE FIELD MARKED PER THE
NEC 110.16 “POTENTIAL ELECTRIC ARC FLASH HAZARD”.
9. CONTRACTOR SHALL FURNISH THE FOLLOWING STUDIES AS PART
OF THE CONSTRUCTION PACKAGE.
o SHORT CIRCUIT STUDY o COORDINATE STUDIES BASED ON ELECTRICAL SWITCHGEAR
PROVIDED FOR PROJECT
o ARC FLASH STUDY
10. CONTRACTOR SHALL SET ALL CIRCUIT BREAKER TRIP DEVICES
BASED ON COORDINATION STUDIES.
11. PROVIDE BREAKERS WITH LOCK OUT TAG OUT PROVISIONS.
GENERAL SHEET NOTES
SHEET KEYNOTES
701 REPROGRAM SOFT STARTER OVERLOAD AND CURRENT LIMITS
AS REQUIRED FOR 50HP MOTOR.
OREGON
EXPIRES: 12-31-2026
100419PE
R E
10, EG
IST
ERED PROFESSIONALN
G I N E E
R
J A 2 0 2 3
M E NDE
CH AN
N
N.
DL
HA
ER
FI
EL
D M
C P/
PL
C
MCP-S101
YL
RUN
GRN
YL
FAIL
RED
YL
RUN
GRN
HOA
SILENCE
HOA
D D
M
FE
0V
AC
TO FLOW
METER VAULT
CHLORINE
TANK
YC
S101
R U
N C
O M
M
AN
D
YI
S101
R U
N N
IN
G
YI.AM
S101
AU
TO
/M
AN
U
AL
YA
S101
FA
U
LT
FI
R
ES
ER
VO
IR
IN
FL
U
EN
T
FL
O
W
FIT
HMI
PUMP 1
PUMP 2
US
LT
D
ATS GEN
PLC
RVSS-N101
LI
S101
W
EL
L
LE
VE
L
GV-S101
LI
ST
O
R
AG
E
TA
N K
LE
VE
L
WELL
VENT
LT
S101
PMP-S101
50 HP
SO
U
TH
W
EL
L
- P &I
D
EI-701-SJ:
\2
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F
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LS
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P
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_I N
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\E I-7
0X .D
W G
LA
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S
AV
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: 8
/1 8/
:0
PM
PR
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D
: 8 /1
8/
:1
PM
TFACM
PROJECT NO.
SHEET NO.
226054
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
SI
LV
ER
F
AL
LS
W
EL
LS
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.
OREGON
EXPIRES: 12-31-2027
97265PERE
GISTERED PROFESSIONALENGINEER
MA Y 11, 2021BRA DLEY M. CULV ER
OREGON
EXPIRES: 06-30-2028
100223PERE
GISTERED PROFESSIONALENGINEER
JA N. 09 , 2024
LUKE T A BOR
OREGON
EXPIRES: 12-31-2027
97265PERE
GISTERED PROFESSIONALENGINEER
MA Y 11, 2021BRA DLEY M. CULV ER
1/2" = 1'-0" 0 1' 2' 4'
PIPE INSTALLATIONC3011
USE TRENCH SHORING TO LIMIT
TRENCH TO 5'-0" MAX AT TOP
SURFACE REPAIR
NOTES:
1. BACKSLOPE TRENCH WALLS TO PROVIDE STABLE SLOPE
CONDITIONS PER OSHA REQUIREMENTS.
2. SHORE TRENCH WALLS TO MAINTAIN STABILITY OF EXCAVATION
COMPLY WITH OSHA FOR SHORING.
3. HAND COMPACT UNDER HAUNCHES OF PIPE, BRING UP BACKFILL
EVENLY AT EACH SIDE.
SE
E
N O
TE
SE
E N
O
TE
#12 COPPER
WIRE CONT
ALONG PIPE
SEE NOTE #3
4" M
IN
SA
N
D
AG
G
R
EG
AT
E
PI
PE
B
ED
D
IN
G8" B
AC
KF
IL
L
LI
FT
S
AGGREGATE
BACKFILL
12"
PIPE
PLASTIC RIBBON
BURIED 18"
ABOVE TOP
OF PIPE 12"
UNDISTURBED SOIL
1/2" = 1'-0" 0 1' 2' 4'
BOLLARDC0120
3' -6
3'
-6
3"
FINISH GRADE
FILL WITH CONCRETE
6-5/8" O.D. SCH 40 PIPE GALV
AND PAINTED YELLOW OR
COLOR AS DIRECTED BY OWNER
12" DIA CONCRETE
FOUNDATION
N.T.S.
SURFACE REPAIR - GRAVELC3034
NOTES:
1. SEE SPECIFICATIONS FOR MATERIALS AND CONSTRUCTION
REQUIREMENT.
4' MIN
EX GRAVEL
LOCAL CUTBACK,
IF REQUIRED
3/4" MINUS AGGREGATE
SURFACE COURSE (8") OR
MATCH EXISTING,
WHICHEVER IS GREATER
COMPACTED TRENCH
BACKFILL
N.T.S.
TYPICAL THRUST BLOCK INSTALLATIONC7205
BLOCKING FOR TEE
NOTE: PROVIDE FOR ALL BURIED PIPELINES.
90° 127 BEND AND BLOCKING
VERTICAL BLOCKING
TYPICAL SECTION OF CROSS
AND BLOCKING
TYPICAL BLOCKING FOR BENDS
GREATER THAN 111
4"
BLOCKING FOR PLUGS
NOTE:
CONC. FOR THRUST BLOCKS TO BE 3000 PSI
FITTING 6" 24" 30"
AREA A
(FT.)
AREA B
(FT.) 2
2.0
1.0
7.00
3.50
12.0
6.0
A
2 CU. YARD
TEE
PLUG A
A
90° BEND
THRUST
THRUST
BEND
A
B
A
B
PLUG
CROSS
(2) #5 BARS
WEIGHT OF CONCRETE
TO RESIST 100% OF
TOTAL THRUST
N.T.S.
PUMP SETTING SECTIONC7311
FINISHED GROUND LINE
R E:
S
PE
C S
SEE WELL HEAD
FINISH DETAIL; RE: C7312
4-1/2" O.D. STEEL PIPE;
RE: SPECSCABLES ATTACHED
TO DROP PIPE WITH
STAINLESS STEEL
BANDS AT 10' O.C.
TRANSDUCER
CABLE
SUBMERSIBLE
PRESSURE
TRANSDUCER
MOTOR POWER CABLE
WELL CASING
DROP PIPE
COUPLINGS
CHECK VALVE
PUMP
PUMP INLET
WITH SCREEN
SUBMERSIBLE MOTOR
PITLESS ADAPTER;
RE: C7312
N.T.S.
WELL HEAD FINISHC7312
1' -6
4'
-6
CONDUIT
RE: CIVIL
FLEXIBLE
TRANSITION
COUPLING
PITLESS ADAPTER
DISCHARGE HEAD WITH
TWO CHECK VALVES
BACKFILL AROUND
WELL HEAD AND
PITLESS ADAPTER WITH
BENTONITE CHIPS.
SATURATE CHIPS TO
EXPAND AND RESTORE
SURFACE SEAL.
FINSHED GROUND
SEALED CONDUIT
ENTRY FOR CONDIUT
AND SUBMERSIBLE
CABLE
NEMA 6 J BOX
CASING FLANGE
PITLESS ADAPTER HEAD
PUMP LIFT OUT BAIL WITH
HOLD DOWNS
SCREENED WELL VENT
NOTE:
SLOPE FINISHED GROUND AWAY FROM WELL
IN ALL DIRECTIONS.
STARTER
CASING PITLESS ADAPTER
WELDED TO WELL
CASING
N.T.S.
CONDUIT CROSSINGC3022
DUCTILE IRON
BENDS (MJ x MJ)
WITH RESTRAINED
JOINT GLANDS
(TYP EACH FITTING)
PROVIDE TEMPORARY
SUPPORT FOR
CONDUIT CROSSING
ONE SECTION OF
PIPE WITHOUT JOINTS
C
IV
IL
D
ET
AI
LS
C-501J:
\2
SI
LV
ER
F
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LS
S
TA
TE
P
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S U
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\2
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\C
IV
IL
D
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.D W
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LA
ST
S
AV
ED
: 8 /1
7/
:0
PM
PR
IN
TE
D : 8
/1 8/
:2
AM
LJTDSK
PROJECT NO.
SHEET NO.
226054
CHECK:DRAWN:
VERIFY SCALE: Scales based on 22"x34" prints.
1-1/2 Inches
PAGE
SI
LV
ER
F
AL
LS
W
EL
LS
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.
OREGON
EXPIRES: 06-30-2028
100223PEREG
ISTERED PROFESSIONALENGINEER
JA N. 09 , 2024
LUKE T A BOR
OREGON
EXPIRES: 06-30-2028
100223PERE
GISTERED PROFESSIONA
LENG INEER
J A N . 09 , 2 0 24
LUK E T ABOR
PROJECT NO.
SHEET NO.
DRAWN: CHECK:
PAGE
1-1/2 Inches
VERIFY SCALE: Scales based on 22"x34" prints.
T h is d o c u m e n t o r a n y p a rt t h e re o f in d e ta il o r d e s n c e p t is t h e p e rs o n a l p ro p e rt y o f K e lle r A s s o c ia te s
In c a n d s h a ll n o t b e c o p ie d i n a n y f o rm w it h o u t tt e n a u th o ri z a ti o n o f K e lle r A s s o c ia te s
In c
N O
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226054
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A
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S ilv e r
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P a rk
W a te r S u p p ly…
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