A06_OLYM_215532_Final_DWG_stamped_Attachment_2.pdf
PDF 13 MB Posted
- Attached to
- Olympic National Park REHAB Wastewater Lagoons
- Solicitation number
- 140P8325R0003
About this file
These are construction drawings for the rehabilitation of the Kalaloch Wastewater Lagoons at Olympic National Park. The comprehensive set of 23 technical drawings details a major infrastructure upgrade project involving multiple system components, including:
Key project elements include demolishing existing infrastructure, constructing a new prefabricated pump station, installing floating docks in three lagoon cells, replacing aerators, creating a new spray field, implementing a dechlorination system, and installing new electrical and piping infrastructure. The project will upgrade the wastewater treatment facility's efficiency and environmental performance. The drawings provide intricate technical specifications for each project component, including grading plans, electrical diagrams, piping layouts, structural details, and site preparation guidelines. The project is scheduled for completion by March 18, 2024, and involves careful environmental considerations typical of work in a national park setting.
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SCALE OF MILES
35 0 35
2,000
SCALE OF FEET
SCALE OF METERS
2,000
50 0 50
0 6,000
100 150
4,000
STATE
NATIONAL PARK SERVICE
DENVER SERVICE CENTER REGION COUNTY
DEPARTMENT OF THE INTERIOR
UNITED STATES LOCATION WITHIN PARK
NAME OF PARK
TITLE OF DRAWING
23JEFFERSON WASHINGTON OF
PKG.
NO. SHEET
DRAWING NO.
OLYMPIC NATIONAL PARK
PACIFIC WEST
WASHINGTON
REHABILITATE KALALOCH WASTEWATER
KALALOCH DEVELOPED AREA
THIS PROJECT
FINAL CONSTRUCTION DRAWINGS
188350
149LAGOONS
03.18.2024
OF
DESIGNED:
TECH. REVIEW:
DATE:
SUB SHEET NO. TITLE OF SHEET DRAWING NO.
PMIS/PKG NO.
SHEET
9/
/2
:2
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GENERAL NOTES
AND ABBREVIATIONS
188350
ND/CW
ND
MF
03/18/2024
OLYMPIC NATIONAL PARK
REHABILITATE KALALOCH WASTEWATER LAGOONS
215532G1.1
GENERAL NOTES
1. THE UTILITIES SHOWN IN THESE CONSTRUCTION DRAWINGS ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. ALL
UTILITIES MAY NOT BE SHOWN AND THOSE WHICH ARE SHOWN MAY NOT BE SHOWN ACCURATELY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATING TO DETERMINE EXACT LOCATIONS, ELEVATIONS AND SIZES OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL NPS AND NON-NPS OWNED UTILITIES. REPAIR OR REPLACE ANY DAMAGED EXISTING UTILITIES, AS SPECIFIED IN SECTION 011100 "SUMMARY OF WORK". CONTRACTOR SHALL MAINTAIN A MINIMUM OF 2 FEET HORIZONTAL AND VERTICAL SEPARATION BETWEEN ALL EXISTING DRY UTILITIES AND NEW WATER AND SEWER INSTALLATIONS, UNLESS OTHERWISE NOTED.
2. EVERY ATTEMPT HAS BEEN MADE TO ENSURE THE ACCURACY OF THE DRAWINGS THROUGH FIELD VERIFICATION AND EXISTING PLAN REVIEW. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY EXISTING CONDITIONS, SIZE, QUANTITIES, AND TO COORDINATE ALL ASPECTS OF THE PROJECT BEFORE CONSTRUCTION, ORDERING, AND INSTALLATION ANY COMPONENT. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY FOR WRITTEN CLARIFICATION IF ANY DISCREPANCY EXISTS.
3. THE CONTRACTOR SHALL PROTECT EXISTING INFRASTRUCTURE, TREES, AND LANDSCAPING THAT ARE DESIGNATED TO REMAIN. ANY OF THESE ELEMENTS DAMAGED OR INJURED DURING CONSTRUCTION WILL BE REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE.
4. THE CONTRACTOR IS REQUIRED TO RESET, ADJUST, OR REPLACE ANY UTILITIES THAT ARE IMPACTED BY CONSTRUCTION AND DESIGNATED TO REMAIN. IN THE EVENT THAT THE CONTRACTOR ENCOUNTERS A UTILITY NOT MARKED FOR REVISION BUT WILL BE
IMPACTED BY THE PROJECT, NOTIFY THE CONTRACTING OFFICER (C.O.) IMMEDIATELY.
5. PROVIDE TEMPORARY SUPPORT FOR EXISTING WET (WATER, SANITARY SEWER, ETC.) AND DRY UTILITIES (GAS, POWER, ETC.) THAT
CROSS THE TRENCH UNTIL BACKFILLING OF TRENCH IS COMPLETE.
6. ANY TRENCH TO BE LEFT OPEN OVERNIGHT SHALL BE COVERED, NOT JUST TAPED OFF, WITH PLYWOOD OR STEEL. ANY TRENCH LEFT OPEN OVERNIGHT SHALL INCLUDE COMPACTED EARTHEN RAMPS BE BUILT AT THE ENDS INSIDE THE TRENCHES. NO WILDLIFE
SHALL BE HARMED.
7. NO GROUND DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS OF THE SEWAGE LAGOON FACILITY EFFLUENT SPRAYFIELD AND
ACCESS ROAD UNLESS APPROVED BY THE CONTRACTING OFFICER.
8. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING AND MAINTAINING AN NPS UNDER-AN-ACRE POLLUTION PREVENTION PLAN (UPPP), AS SPECIFIED IN SECTION 01 57 23 "TEMPORARY STORM WATER POLLUTION PREVENTION." IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ROADSIDE DITCHES, SWALES AND PREVENT EROSION THROUGHOUT THE PROJECT.
9. THE CONTRACTOR SHALL NOT INTRODUCE OR TRANSPORT EXOTIC AND NON-NATIVE PLANTS INTO THE PARK. ALL EQUIPMENT SHALL BE POWER WASHED AND INSPECTED BY A PARK REPRESENTATIVE PRIOR TO ENTERING THE PARK TO ENSURE IT IS FREE OF NON-NATIVE WEEDS AND/OR SEEDS AS WELL AS OIL LEAKS (CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE INSPECTION AT LEAST 48 HOURS IN ADVANCE). IN ADDITION, SOURCES OF IMPORTED ROCK, SAND, GRAVEL, AND SOIL SHALL BE INSPECTED BY NPS FOR INVASIVE NON-NATIVE PLANTS, WEEDS AND/OR SEEDS (NOTIFY NPS 30 CALENDAR DAYS IN ADVANCE OF IMPORTING MATERIALS, IDENTIFYING THE MATERIALS TO BE IMPORTED AND THE SOURCE OF THOSE MATERIALS SO NPS CAN INSPECT THE QUARRY OR
SOURCE LOCATION).
10. ARCHEOLOGICAL MONITORING MAY BE REQUIRED DURING GROUND DISTURBING ACTIVITIES. THE CONTRACTOR WILL COORDINATE WITH C.O. TWO WEEKS IN ADVANCE OF ALL GROUND DISTURBING ACTIVITIES AND AN NPS-PROVIDED ARCHEOLOGIST MAY BE DESIGNATED BY THE C.O. IF AN INADVERTENT DISCOVERY IS MADE DURING THE PROJECT, WORK IN THE AREA MUST STOP AND THE
ON-SITE ARCHAEOLOGIST MUST NOTIFY THE CONTRACTING OFFICER IMMEDIATELY.
11. STRIP SURFACE MATERIAL AND STOCKPILE FOR REPLACEMENTS SPECIFIED IN ALL AREAS OF EXCAVATION AND DISTURBANCE.
MATERIALS NOT SUITED FOR REUSE WILL BE THE CONTRACTOR'S RESPONSIBILITY FOR DISPOSAL.
12. RESTORE ALL SURFACES DISTURBED AS SPECIFIED AND SHOWN ON THE CONSTRUCTION DRAWINGS.
13. DRAWINGS CONTAINED WITHIN THESE DOCUMENTS ARE ABBREVIATED IN NATURE. THE CONTRACTOR IS EXPECTED TO USE QUALITY, ACCEPTABLE CONSTRUCTION PRACTICES AND TECHNIQUES FOR THE EXTENT AND TYPE OF WORK DESCRIBED HEREIN.
14. DO NOT SCALE DRAWINGS. VERIFY ALL EXISTING DIMENSIONS IN THE FIELD. IF A DIMENSION DOES NOT EXIST OR IS IN ERROR, CONTACT THE CONTRACTING OFFICER IMMEDIATELY FOR WRITTEN CLARIFICATION.
15. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A CLEAN JOBSITE TO MINIMIZE ENVIRONMENTAL AND VISUAL IMPACTS AND
MAXIMIZE WORK SITE SAFETY. DEBRIS MUST BE DISPOSED OF PROPERLY.
16. THE CONTRACTING OFFICER WILL BE THE FINAL AUTHORITY ON ACCEPTING AND/OR REJECTING WORK INCLUDING, BUT NOT LIMITED TO, UNAUTHORIZED WORK, WORK CONDUCTED PRIOR TO APPROVAL OF SUBMITTALS, APPROVAL OF THE APPEARANCE OF THE
WORK, AND COMPLIANCE WITH ALL OTHER SUBJECTIVE REQUIREMENTS OF THE WORK.
17. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL HISTORIC FEATURES AND IS RESPONSIBLE FOR REPAIRING THE HISTORIC FEATURES IN KIND THAT ARE IMPACTED DURING CONSTRUCTION, PER THE DIVISION 1 SPECIFICATIONS.
18. THE PARK WILL RETAIN EXCESS NATIVE MATERIALS GENERATED DURING EXCAVATION.
19. FURNISH ALL NECESSARY EQUIPMENT, MATERIALS, AND LABOR TO EFFECTIVELY MEASURE THE SITE AND COMPLETE THE WORK.
ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS
AWWA AMERICAN WATER WORKS ASSOCIATION
CSBC CRUSHED SURFACING BASE COURSE
CSTC CRUSHED SURFACING TOP COURSE
CIP CAST IRON PIPE
CMP CORRUGATED METAL PIPE
CO SEWER CLEANOUT
CLIN CONTRACT LINE ITEM NUMBER
CSBC CRUSHED SURFACING BASE COURSE
CSTC CRUSHT SURFACING TOP COURSE
CP CONTROL POINT
DIP DUCTILE IRON PIPE
DIA. DIAMETER
E EASTING
EG EXISTING GROUND
ELEV. ELEVATION
ETC ET CETERA
ES EXISTING SANITARY
F.I. FINISH FLOOR ELEVATION
FL FLANGE
FM FORCE MAIN
GFCI GROUND FAULT CIRCUIT INTERRUPTER
GPS GLOBAL POSITIONING SYSTEM
HDPE HIGH DENSITY POLYETHYLENE
HP HORSEPOWER
HQ HEADQUARTERS
I.D. INSIDE DIAMETER/DIMENSION
I.E. INVERT ELEVATION
INV. INVERT
LF LINEAR FEET
MAX. MAXIMUM
MH MANHOLE
MJ MECHANICAL JOINT
MIN. MINIMUM
N NORTHING
NO. NUMBER
NPS NATIONAL PARK SERVICE
NTS NOT TO SCALE
O.D. OUTSIDE DIAMETER
O.S.H.A OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
PKG PACKAGE
PMIS PROJECT MANAGEMENT INFORMATION SYSTEM
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE
SCH SCHEDULE
SPEC. SPECIFICATIONS
SRVC. SERVICE
SS STAINLESS STEEL
STA. STATION
UPPP UNDER-AN-ACRE POLLUTION PREVENTION PLAN
UV ULTRAVIOLET
T.O.P. TOP OF PIPE
TYP TYPICAL
W WATTS
ABBREVIATIONSSHEET INDEX
SHEET SUB
SHEET TITLE OF SHEET
1 COVER SHEET
2 G1.1 GENERAL NOTES AND ABBREVIATIONS
3 G1.2 EXISTING CONDITIONS
4 G1.3 DEMOLITION PLAN
5 G1.4 STAGING AREA MAP
6 G1.5 SITE OVERVIEW & SHEET LAYOUT
7 C1.0 ROAD IMPROVEMENTS
8 C1.1 PUMP HOUSE AREA GRAVEL PAD CONSTRUCTION
9 C1.2 LAGOON BRUSH CLEARING, FENCE REPAIR, SPLASH BLOCK, AND SIGNAGE
10 C1.3 SPRAY FIELD BRUSH CLEARING & SIGNAGE
11 C1.4 MANUAL HEADWORKS PLAN AND SECTION
12 C1.5 FLOATING DOCK SYSTEM PLAN AND PROFILE
13 C1.6 LEVEL SENSOR, FLOAT SWITCH, AND POND GAUGE PLAN & PROFILE
14 C1.7 FLOATING DECANTER PLAN AND SECTION
15 C1.8 CONCRETE PREFABRICATED PUMP HOUSE PLAN AND ELEVATIONS
16 C1.9 PUMP HOUSE PIPING
17 C1.10 PUMP HOUSE ELECTRICAL
18 C1.11 EFFLUENT PIPING PLAN
19 C1.12 SPRAY FIELD PLAN
20 C2.0 SPRAY FIELD DETAILS
21 C2.1 MISCELLANEOUS DETAILS
22 C2.2 FLOATING DOCK DETAILS
23 C2.3 FLOATING DOCK ATTACHMENT DETAILS
ES
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X
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ES ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
TECH. REVIEW:
DATE:
SUB SHEET NO. TITLE OF SHEET DRAWING NO.
PMIS/PKG NO.
SHEET
/2
/2
:4
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EXISTING CONDITIONS 149
188350
ND/CW
ND
MF
03/18/2024
OLYMPIC NATIONAL PARK
REHABILITATE KALALOCH WASTEWATER LAGOONS
215532G1.2
SCALE IN FEET
0 50 100
NOTES:
1. NO TOPOGRAPHIC SURVEY DATA PROVIDED FOR THIS AREA.
2. LOCATION OF UTILITIES ARE APPROXIMATE, CONTRACTOR TO VERIFY. SEE
NOTE 1, SHEET G1.1.
6-
IN
C H
C
IP
(C
LO
SE
D
6-INCH CIP6-INCH PVC FORCE MAIN
DOCK
CONCRETE
SPLITTER BOX
FLOATING
DECANTER
PUMP STATION
AERATORS
LAGOON CELL 1
LAGOON CELL 2
LAGOON CELL 3
FORCE MAIN TO
SPRAY FIELD
ACCESS ROAD
ENTRANCE GATE
SPRAY FIELD
LATERALS
SPRAY FIELD
ENTRANCE TO
WASTEWATER
FACILITY
STEEL WOVEN
WIRE MESH FENCE
LEGEND:
DIRECTION OF WASTEWATER FLOW
DECHLORINATION
TABLET FEEDER
ACCESS ROAD
HIGHWAY 101
FM FROM LIFT
STATION LS-2
ACCESS ROAD
4,300 FEET
WEIR BOX &
OVERFLOW
(CLOSED)
WEIR BOX &
OVERFLOW
(CLOSED)
WEIR BOX &
OVERFLOW
(CLOSED)
LIGHT AND
UTILITY POLE
ES ES EXISTING SEWER PIPE
OVERFLOW
ELECTRIC UTILITY
POLE (LOCATION
APPROXIMATE)
ELECTRIC UTILITY
POLE (LOCATION
APPROXIMATE)
LAGOON AND SPRAYFIELD OVERVIEW
OVERALL LAGOON AREA
NTS
FM EXISTING LIFT STATION FORCE MAIN
LAGOON
OVERFLOW PIPE
LAGOON
OVERFLOW PIPE
AERATOR SAFETY
DISCONNECT SWITCH PANEL
O
IL C
ITY, W
A
13 M
ILES
Q U
EETS, W
A
6 M
ILES
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X
X
X
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X
X
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X
X
X
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X
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ES
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ES
ES
ES
ES
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ES
ES
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TECH. REVIEW:
DATE:
SUB SHEET NO. TITLE OF SHEET DRAWING NO.
PMIS/PKG NO.
SHEET
/2
/2
:4
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DEMOLITION PLAN 149
188350
ND/CW
ND
MF
03/18/2024
OLYMPIC NATIONAL PARK
REHABILITATE KALALOCH WASTEWATER LAGOONS
215532G1.3
SCALE IN FEET
0 50 100
NOTES:
REMOVE AND DISPOSE OF SPLITTER BOX
REMOVE AND DISPOSE OF BUILDING AND FOUNDATION
REMOVE AND DISPOSE OF SANITARY SEWER PIPE
REMOVE AND DISPOSE OF DOCK AND SUPPORTS
REMOVE AND DISPOSE OF AERATORS AND MOORING MASTS
REMOVE AND DISPOSE OF FLOATING DECANTER
REMOVE AND DISPOSE OF EXISTING AERATOR PANEL AND CONDUIT BUT RETAIN
H-FRAME AND SAFETY DISCONNECT SWITCHES FOR REUSE
1. REMOVALS ARE TO BE COORDINATED WITH THE CONTRACTING OFFICER.
2. ALL REMOVED CONCRETE, WOOD, PIPING AND OTHER MATERIALS ARE TO BE
HAULED OFF-SITE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL LAWS.
3. ANY DAMAGE TO OTHER EXISTING STRUCTURES OR UTILITIES MUST BE RESTORED
IN-KIND.
4. SPRAY FIELD TO REMAIN IN OPERATION DURING CONSTRUCTION THROUGH A
COMBINATION OF THE EXISTING PUMP STATION AND BYPASS PUMPING. SPRAY
FIELD OPERATIONAL PERIOD IS FROM MID-OCTOBER THROUGH APRIL. LAGOON
CELL #3 WILL NEED TO BE PUMPED DOWN DURING INSTALL OF FLOATING
DECANTER. SEE SHEET C1.6.
5. EXISTING BUILDING DOOR HARDWARE AND LOCK SHALL BE PROTECTED, SALVAGED
AND RETURNED TO OWNER.
DEMOLITION FOOTNOTES:
LEGEND:
REMOVE EXISTING SANITARY SEWER PIPE
ES ES EXISTING SEWER
3 2
REMOVE STRUCTURE OR EQUIPMENT
EXISTING PUMP STATION TO BE REMOVED. ELECTRICAL SERVICE TO
BE RELOCATED TO NEW PUMP STATION.
FM EXISTING FORCE MAIN
LAGOON CELL 1
LAGOON CELL 2
LAGOON CELL 3
LAGOON AND SPRAYFIELD DEMOLITION OVERVIEW
ES
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ES
ES
ES
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TECH. REVIEW:
DATE:
SUB SHEET NO. TITLE OF SHEET DRAWING NO.
PMIS/PKG NO.
SHEET
/2
/2
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STAGING AREA MAP 149
188350
ND/CW
ND
MF
03/18/2024
OLYMPIC NATIONAL PARK
REHABILITATE KALALOCH WASTEWATER LAGOONS
215532G1.4
SCALE IN FEET
0 50 100
STAGING AREA
NOTES:
1. CONTRACTOR MUST KEEP ACCESS ROAD TO PUMP HOUSE CLEAR.
2. WORK SHALL NOT IMPEDE PUMP HOUSE OPERATIONS WITHOUT COORDINATION WITH THE
CONTRACTING OFFICER.
3. MATERIALS AND EQUIPMENT CAN BE STORED ON THE DESIGNATED HATCHED AREAS.
4. TEMPORARY POWER SHALL BE COORDINATED WITH GRAYS HARBOR PUB AND AT NO EXPENSE
TO THE NPS.
5. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN AND HAUL ROUTE PLAN TO THE
CONTRACTING OFFICER PRIOR TO BEGINNING WORK. PLAN SHALL INCLUDE A MAP DEPICTING
THE ANTICIPATED HAUL ROUTES AND COMPLIANCE WITH LEGAL LOAD RESTRICTIONS. SUBMIT
PLAN AT LEAST 15 DAYS PRIOR TO HAULING MATERIALS.
6. STAGING OF MATERIALS AND EQUIPMENT SHALL BE WITHIN THE IDENTIFIED STAGING AREAS.
7. ADDITIONAL AND/OR ALTERNATIVE STAGING AREAS SHALL BE REVIEWED AND APPROVED BY
THE CONTRACTING OFFICER UPON REQUEST.
STAGING AREA.
SEE NOTE 3
STAGING AREA.
SEE NOTE 3
STAGING AREA.
SEE NOTE 3
ADDITIONAL STAGING AREA
NTS
ADDITIONAL STAGING AREA OFF THE
BEND OF THE ROAD. IN FRONT OF
THE DOWNED LOGS AND EARTH
BERM. APPROXIMATELY 30' X 40'
LAGOON AND SPRAYFIELD DEMOLITION OVERVIEW
LEGEND:
AVALIBLE OFF-SITE
STAGING AREA, SEE
NOTES, THIS SHEET
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
S
S
S
S
SS
S
S
S S
ES ES
FM
FM
OF
DESIGNED:
TECH. REVIEW:
DATE:
SUB SHEET NO. TITLE OF SHEET DRAWING NO.
PMIS/PKG NO.
SHEET
/2
/2
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JA
_N
PS
_C
TB
_A
LL
_2
8_
TO
_P U
LL
SITE OVERVIEW
SHEET LAYOUT
188350
ND/CW
ND
MF
03/18/2024
OLYMPIC NATIONAL PARK
REHABILITATE KALALOCH WASTEWATER LAGOONS
215532G1.5
SCALE IN FEET
0 60 120
WORK NOTES:
CONSTRUCT NEW SPRAY FIELD IN LOCATION OF EXISTING SPRAY FIELD INCLUDING ALL
PIPING, RISERS, SPRAY HEADS, AND DECHLORINATION SYSTEM.
INSTALL FLOATING DECANTER SYSTEM.
INSTALL NEW EFFLUENT PUMP STATION BUILDING, PUMPING EQUIPMENT, PLUMBING
AND CONTROLS.
MOVE ELECTRIC SERVICE FROM EXISTING BUILDING TO NEW EFFLUENT PUMP STATION.
INSTALL EFFLUENT TRANSMISSION PIPE TO NEW SPRAY FIELD.
REPLACE AERATORS WITH NEW AERATORS, WIRING, AND CONDUIT. INSTALL NEW
MOORING MASTS.
INSTALL NO TRESPASSING SIGNS AT SPRAY FIELD AND ON LAGOON FENCING.
TRIM VEGETATION AROUND LAGOON FENCING, LAGOON AREA, AND AT EDGES TO
SPRAY FIELD.
INSTALL FLOATING DOCKS IN ALL THREE LAGOON CELLS.
INSTALL STAFF GAUGE, FLOAT SWITCH ASSEMBLY, AND PRESSURE TRANSDUCER FOR
LEVEL DETECTION AND CONTROL.
INSTALL MANUAL HEADWORKS EQUIPMENT AND TIE INTO EXISTING FORCE MAIN AND
GRAVITY PIPE TO LAGOON CELLS #1 AND #2.
INSTALL INLET SPLASH PADS IN LAGOON CELLS #2 AND #3.
REHABILITATE ACCESS ROAD. SEE SHEET C1.0.
LEGEND:
PROPOSED SEWER LINE
ES ES ES LAGOON INFLUENT LINES
S S
FLOATING DOCK SYSTEM PLAN
AND PROFILE IN EACH LAGOON
SEE SHEET C1.5
EFFLUENT PIPING PLAN
SEE SHEET C1.11
SPRAY FIELD PLAN
SEE SHEET C1.12
PUMP HOUSE
PLAN AND PROFILE
SEE SHEET C1.8
FLOATING DECANTER
PLAN AND PROFILE
SEE SHEET C1.7
PRESSURE TRANSDUCER
PLAN AND PROFILE
SEE SHEET C1.6
MANUAL HEADWORKS
PLAN AND PROFILE
SEE SHEET C1.4
PUMP HOUSE PIPING
SEE SHEET C1.9
LAGOON BRUSH CLEARING, FENCE
REPAIR, SPLASH BLOCK, AND SIGNAGE
SEE SHEET C1.2
SPRAYFIELD
BRUSH CLEARING
SEE SHEET C1.3
AERATOR #1
GATE
LAGOON
CELL 1
LAGOON
CELL 2
LAGOON
CELL 3
MOORING LINE
AND MAST SEE
SHEET C2.1
AERATOR #2
PRESSURE TRANSDUCER
SIGNAL CABLE CONDUIT
EFFLUENT PIPE
FM LIFT STATION FORCE MAIN
PROPOSED SPRINKLER RADIUS
AERATOR SAFETY
DISCONNECT
PANEL
FLOATING DOCK SYSTEM PLAN
AND PROFILE IN EACH LAGOON
SEE SHEET C1.5
POND STAFF GAUGE
SEE SHEET C1.6
AERATOR POWER
CABLE CONDUIT
CONCRETE SPLASH PAD
SHEET C1.2
CONCRETE SPLASH PAD
SHEET C1.2
FLOOR DRAIN PIPE
SEE SHEET C1.9
REHABILITATE ACCESS ROAD
SEE SHEET C1.0
PROPOSED WORK AND SHEET LAYOUT
X
X
X
X
X
X
X
X
X
X
X X
X
OF
DESIGNED:
TECH. REVIEW:
DATE:
SUB SHEET NO. TITLE OF SHEET DRAWING NO.
PMIS/PKG NO.
SHEET
/1
0/
7:
N
AT
H
AN
IA
L.
D
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D R
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LL
ROAD IMPROVEMENTS 149
188350
ND/CW
ND
MF
03/18/2024
OLYMPIC NATIONAL PARK
REHABILITATE KALALOCH WASTEWATER LAGOONS
215532C1.0
CSTC (3/4" MINUS ROCK)
CSBC (1-1/4" MINUS ROCK)
3"2" 2" 4"
EXISTING GRADE
6'6'
TURN-AROUND AND ROAD IMPROVEMENT PLAN
NTS
GENERAL NOTES:
GRAVEL ROAD AND SURFACE BUILD UP
GRAVEL ROAD OVERLAY PROFILE
GRAVEL ROAD GRADING AND SURFACING PROFILE
NTS
A
C1.0
1. IT IS RECOMMENDED THAT THE CONTRACTOR FAMILIARIZE THEMSELVES
WITH EXISTING ROAD CONDITIONS PRIOR TO BIDDING.
2. CSBC MATERIAL IN ACCORDANCE WITH CSBC TABLE.
3. CSTC MATERIAL IN ACCORDANCE WITH CSTC TABLE.
4. PROVIDE SITE CLEARING AS REQUIRED IN ACCORDANCE WITH
SPECIFICATION 31 10 00 - SITE CLEARING.
5. VEHICLE TURNAROUNDS SHALL NOT INTERFERE WITH EFFLUENT
PLUMBING AND SHALL BE FIELD FIT.
6. GRADE ROAD TO RE-ESTABLISH ROAD PROFILE. ADD 2-3" CSTC IN
ACCORDANCE WITH DETAIL B/C1.0.
7. RE-ESTABLISH TURNAROUND AT LAGOON GATE ENTRANCE IN
ACCORDANCE WITH A/C1.0.
8. PROVIDE VEHICLE TURNAROUND NEAR THE PROPOSED PUMP STATION IN
ACCORDANCE WITH B/C1.0.
9. SURFACE AREA OF ROAD IMPROVEMENTS IS APPROXIMATELY 11,600 SF.
LEGEND:
STEEPEN (1:1 MAX) AS
NECESSARY TO AVOID
FILLING EXISTING DITCHES
45'
45'
20' R 25
R 25
45'
45'
CSTC (3/4" MINUS ROCK)
3"2" 2"
EXISTING GRADE
6'6'
GRAVEL ROAD OVERLAY PROFILE DETAIL
NTS
B
C1.0
STEEPEN (1:1 MAX) AS
NECESSARY TO AVOID
FILLING EXISTING DITCHES
EXISTING ROAD
SURFACE
BUILT UP TURN
AROUND SURFACE
EXISTING
ROAD WIDTH
EXISTING
ROAD WIDTH
FOLLOW SURFACE
BUILD UP DETAIL B/C1.0
20'
30'
FOLLOW SURFACE
BUILD UP DETAIL B/C1.0
A
C1.0
B
C1.0
FOLLOW SURFACING DETAIL A/C1.0
EXISTING
ROAD WIDTH
2% 2% 2% 2%
COMPACT CSBC TO MIN. FIELD
DENSITY OF 95% PER AASHTO T99
ASTM C-117/C136 -
AASHTO T-11/T-27
1.25" SIEVE
ANALYSIS
CSBC ROAD
AGGREGATE
SIEVE SIZE
(PERCENT
PASSING BY
WEIGHT)
1 1/4" 99 - 100 1" 80 - 100
3/4" 60 - 80 5/8" 50 - 80
No. 4 25 - 45 No. 40 3 - 18 No. 200 7.5 MAX
ASTM C-117/C136 -
AASHTO T-11/T-27
5-8" SIEVE
ANALYSIS
CSTC ROAD
AGGREGATE
SIEVE SIZE
(PERCENT
PASSING BY
WEIGHT)
1" 100 3/4" 99 - 100 5/8" 80 - 100
No. 4 46 - 66 No. 40 8 - 24 No. 200 10.0 MAX
ROAD ENTRANCE
-4 7.
4%
-62.3%
-54.8% 65
X X X X X X X X X X X
OF
DESIGNED:
TECH. REVIEW:
DATE:
SUB SHEET NO. TITLE OF SHEET DRAWING NO.
PMIS/PKG NO.
SHEET
/1
0/
7:
N
AT
H
AN
IA
L.
D
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D R
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_2
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LL
PUMP HOUSE AREA
GRAVEL PAD
CONSTRUCTION
188350
ND/CW
ND
MF
03/18/2024
OLYMPIC NATIONAL PARK
REHABILITATE KALALOCH WASTEWATER LAGOONS
215532C1.1
GENERAL NOTES:
1. IT IS RECOMMENDED THAT THE CONTRACTOR FAMILIARIZE THEMSELVES WITH EXISTING SITE CONDITIONS PRIOR TO BIDDING.
2. FILL AND CSBC MATERIAL PLACEMENT IN ACCORDANCE WITH SPECIFICATION 31 23 00 - EARTHWORK
3. PROVIDE SITE CLEARING AS REQUIRED IN ACCORDANCE WITH SPECIFICATION 31 10 00 - SITE CLEARING
GRAVEL PAD BUILD OUT OVERVIEW
NTS
PROPOSED CONCRETE
ENTRYWAY SLAB
EXISTING SURFACE
NTS
PROPOSED SURFACE
NTS
PROPOSED BUILDING PAD SECTION
NTS
A
C1.1
ELECTRICAL POLE SECTION
NTS
B
C1.1
EXISTING BUILDING PAD SECTION
NTS
C
C1.1
EDGE OF GRAVEL PAD
GRAVEL
FILL
GRAVEL
FILL
GRAVEL
FILL
EXISTING GRADE
FINISH GRADE
EXISTING GRADE
FINISH GRADE
EXISTING GRADE
FINISH GRADE
CONCRETE PAD
APPROX. LOCATION
OF EDGE OF ROAD
APPROX. LOCATION
OF EDGE OF ROAD
ESTIMATED
FENCE LOCATION
APPROX. 14'
APPROX 80'28'
APPROX. 14'
DEMO EXISTING
20'X10' PUMP
STATION
PROPOSED 20'X10.5'
PUMP STATION
PROPOSED CONCRETE
ENTRYWAY SLAB
18" CSBC DEPTH
6" CSBC DEPTH
EXISTING 20'X10'
PUMP STATION
EXISTING
POWER POLE
EXISTING FENCELINE
EXISTING PUMP
STATION LOCATION
PROPOSED PUMP
STATION LOCATION
LAGOON CELL #1
LAGOON CELL #3
PROPOSED LOCATION OF PUMP STATION LOOKING NORTHWEST
GRAVEL PAD
BOUNDARY
ESTIMATED FILL AND GRAVEL QUANTITIES
MATERIAL QTY UNIT
FILL 110 CY
CSBC 40 CY
ESTIMATED
FENCE LOCATION
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
OF
DESIGNED:
TECH. REVIEW:
DATE:
SUB SHEET NO. TITLE OF SHEET DRAWING NO.
PMIS/PKG NO.
SHEET
/9
/2
:3
N
AT
H
AN
IA
L.
D
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D R
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:\U
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_2
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TO
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LL
LAGOON BRUSH CLEARING,
FENCE REPAIR, SPLASH
BLOCK, AND SIGNAGE
188350
ND/CW
ND
MF
03/18/2024
OLYMPIC NATIONAL PARK
REHABILITATE KALALOCH WASTEWATER LAGOONS
215532C1.2
NOTES:
FENCING LOCATION APPROXIMATE. CONTRACTOR TO VERIFY EXACT LOCATION AND LENGTH.
BRUSH SHALL BE TRIMMED TO 6" MOWER DECK HEIGHT. ANY BRUSH OVERHANG INTO THE
CLEAR SPACE SHALL BE TRIMMED AND REMOVED. TRIM AREA ON EXTERIOR SIDE OF THE
FENCELINE SHALL BE SIX FEET. TRIM AREA ON INTERIOR OF FENCELINE TO ROAD. TRIM
LAGOON SLOPES FROM WATERLINE TO TOP OF DIKE/ACCESS ROAD.
CONTRACTOR TO DISPOSE OF THE CUTTINGS IN AN ACCEPTABLE MANNER AT THEIR OWN
COST. CHIPPED OR MULCHED VEGETATION CAN BE DISPENCED FOR ONSITE DISPOSAL,
EXTERIOR OF THE FENCELINE. COORDINATE DISPERSION LOCATION AND QUANTITIES WITH
CONTRACTING OFFICER.
PROVIDE SIGNAGE EVERY 500 FEET AROUND THE LAGOON FACILITY FENCELINE AND AT
ENTERANCE GATE IN ACCORDANCE WITH DETAIL F/C2.1. EACH SIGN SHALL BE 10" X 14"
NON-REFLECTIVE ALUMINUM. SIGNS SHALL BE INSTALLED AT A 4 FOOT HEIGHT AND SECURED
WITH SIGN MOUNTING BRACKETS DESIGNED FOR WOVEN WIRE FENCING.
REMOVE AND REPLACE 6" FIXED-KNOT WOVEN WIRE FENCE WITH GRADUATED SPACING AT
LOCATION INDICATED IN-KIND. LINE UP WITH EXISTING FENCING GRID AND SECURE WITH
FENCING STAPLES. CONTRACTOR TO VERIFY AND MATCH EXISTING FENCING MATERIAL.
PROVIDE 36" CONCRETE SPLASH BLOCK AT THE 6-INCH PVC INLET FOR CELL #2 AND INLET FOR
CELL #3. PROVIDE COUPLER AND 6-INCH PVC PIPE EXTENSION TO CLEAR TOP OF SPLASH
BLOCK.
VIEW FACING EAST ACROSS LAGOON CELL NO. 1
KALALOCH LAGOON BRUSH CLEARING
VIEW FACING WEST ACROSS LAGOON CELL NO. 3
CLEAR BRUSH BACK 6'
FROM OUTSIDE AND
INSIDE OF FENCELINE
TRIM BRUSH AROUND LAGOON
PERIMETER FENCE BACK 6' FROM
FENCE ON BOTH SIDES
TRIM BRUSH AROUND LAGOON
PERIMETER FENCE BACK 6' FROM
FENCE ON BOTH SIDES
MOW AND TRIM BRUSH
ALONG THE SLOPES OF
THE LAGOONS
MOW AND TRIM BRUSH ALONG
THE SLOPE OF THE LAGOON
MOW AND TRIM BRUSH ALONG
THE SLOPE OF THE LAGOON
UP TO THE ACCESS ROAD
DAMAGED WIRE
FENCE LOCATION
PROVIDE CONCRETE SPLASH
BLOCK TO PREVENT EROSION
PROVIDE CONCRETE SPLASH
BLOCK TO PREVENT EROSION
6" PVC PIPE
6" PVC PIPE
CLEAR A 6' RADIUS
AROUND THE OVER
FLOW PIPE
EMERGENCY
OVERFLOW PIPE
REMOVE AND REPLACE
DAMAGED WIRE FENCING
SCALE IN FEET
0 40 80
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
X ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
TECH. REVIEW:
DATE:
SUB SHEET NO. TITLE OF SHEET DRAWING NO.
PMIS/PKG NO.
SHEET
/9
/2
:3
N
AT
H
AN
IA
L.
D
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D R
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:\U
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TB
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_2
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TO
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LL
SPRAY FIELD BRUSH
CLEARING & SIGNAGE
188350
ND/CW
ND
MF
03/18/2024
OLYMPIC NATIONAL PARK
REHABILITATE KALALOCH WASTEWATER LAGOONS
215532C1.3
SCALE IN FEET
0 20 40
SPRAYFEILD BRUSH CLEARING (LOOKING SOUTH)
MOW THE ENTIRE SPRAYFIELD
UP TO THE TREE LINE
SPRAYFIELD BRUSH CLEARING
PRIOR TO CONSTRUCTION
MOW SPRAYFIELD UP TO
THE TREE LINE.
NOTES:
1. BRUSH SHALL BE TRIMMED TO 6" MOWER DECK HEIGHT. ANY BRUSH OVERHANG INTO THE CLEAR
SPACE SHALL BE TRIMMED AND REMOVED. OPERATOR TO TAKE CAUTION OF THE ABOVE GROUND
PIPE AND SPRINKLER HEADS. PIPE DAMAGE RESULTING FROM MOWING OPERATIONS WHILE THE
SPRAY FIELD IN STILL IN OPERATION WILL BE REPAIRED AT THE COST OF THE CONTRACTOR. MOW
REMAINDER OF FIELD ONCE EXISTING LATERALS HAVE BEEN REMOVED.
2. PROVIDE ONE T-POST AND SIGNAGE AT ENTRANCE TO FACILITY AS SHOWN IN THE DRAWING AND IN ACCORDANCE WITH DETAIL C2.1/E. SIGN SHALL BE 18" X 12" NON-REFLECTIVE ALUMINUM. SIGN
SHALL BE INSTALLED AT A 5 FOOT HEIGHT AND SECURED WITH SIGN MOUNTING BRACKETS
DESIGNED FOR T-POSTS.
NO TRESPASSING
SIGN AND T-POST
TECH. REVIEW:
DATE:
SUB SHEET NO. TITLE OF SHEET DRAWING NO.
PMIS/PKG NO.
SHEET
/2
/2
:5
N
AT
H
AN
IA
L.
D
O D
D R
C
:\U
SE
R S\
AA
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AL
\IN
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_2
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LL
MANUAL HEADWORKS
PLAN AND SECTION
188350
ND/CW
ND
MF
03/18/2024
OLYMPIC NATIONAL PARK
REHABILITATE KALALOCH WASTEWATER LAGOONS
215532C1.4
MANUAL HEADWORKS SCREEN SIDE SECTION
NTS
MANUAL HEADWORKS SCREEN PLAN
MIN 18"
COVER
NOTES:
1. BED ALL PIPE WITH 6" MIN PIPE BEDDING IN ACCORDANCE
WITH SPECIFICATIONS.
2. HEADWORKS UNIT SHALL BE MANUFACTURED IN
ACCORDANCE WITH DRAWINGS AND SPECIFICATION 46 20 01 -
WASTEWATER HEADWORKS.
3. CUSTOM SCREEN RAKE TO BE SUPPLIED BY HEADWORKS
MANUFACTURER.
4. PVC EXPOSED TO UV SHALL BE PAINTED A LIGHT NEUTRAL
COLOR COMPATIBLE WITH PVC PRODUCTS AND IN
ACCORDANCE WITH SPECIFICATION 40 05 00 - PIPE AND
FITTING.
5. 3/4" CHAMFER VERTICAL AND HORIZONTAL EDGES OF
CONCRETE BASIN.
6. GRATING CHANNEL SHALL BE PROVIDED AROUND INSIDE
PERIMETER. GRATING TO SIT FLUSH WITH TOP OF CONCRETE.
7. CONTRACTOR TO PROVIDE 32 GALLON SHOP TRASH CAN - 27
3/8" X 25 1/2" (H X D) - COLOR GRAY.
8. INSTALL PVC BALL VALVES IN ACCORDANCE WITH
SPECIFICATION SECTION 40 05 51 - VALVES-BASIC
REQUIREMENTS.
9. OUTLET FLANGE POSITIONED VERTICALLY SO OUTER EDGE
DOES NOT SIT BELOW THE BOTTOM FLANGE OF THE TANK.
10. PROVIDE PIPE INSULATION ON ALL PIPE EXPOSED TO
OUTDOOR AMBIENT AIR IN ACCORDANCE WITH 40 05 00 - PIPE
AND PIPE FITTING.
11. CONTRACTOR TO TEMPORARILY PLUG CELL #1 AND #2
OUTLET PIPES OR PUMP DOWN LAGOON CELLS KEEP LAGOON
WATER OUT OF WORK AREA DURING INSTALLATION
6"
6" 10' 3"
9' 3"
2'
2'3'
MIN
MIN. 2% SLOPE
6"
6"
AS
REQUIRED
NTS
6"
30"
30"
3'
MIN.
6-INCH SCH
40 PVC
SLOPE FOR POSITIVE DRAINAGE
TOWARDS DRAIN
INSTALL NEW
4-INCH SCH 80 PVC
SCH 80
6-INCH PVC
6" SS SHIELDED
RUBBER COUPLING
SS SHIELDED RUBBER
COUPLING CIP TO PVC
TO EXISTING LAGOON
CELLS NO. 1 AND NO. 2
6-INCH PVC TRUE
UNION BALL
VALVE S X S
6" CONCRETE
COLLAR
CAST IRON
VALVE BOX
5-1/4" LID "SEWER"
INSTALL
REMOVABLE
GRATING
REMOVE SPLITTER BOX AND
PROTECT CIP DISCHARGE
PIPES FOR CONNECTION
6-INCH CONCRETE
COLLAR
DRAIN CHUTE
1/2" SCREEN
1/2" SCREEN
PERFORATED DECK
DRAIN CHUTE
RAKE
6-INCH TRUE
UNION BALL VALVE
S X S, CENTERED
4" MIN. STUBOUT
CONNECT TO EXISTING
6-INCH PVC FORCE MAIN
SXS 90 ELBOW
SCH 80 PVC
SEE GRATE
DETAIL C2.1/D
32 GALLON
TRASH CAN
4" PIPE
PENETRATION SEAL
SXS 90 ELBOW
SCH 80 PVCSXS 90 ELBOW
SCH 80 PVC
SXS 90 ELBOW
SCH 80 PVC
PVC PAINTED
PIPE
EXISTING SPLITTER
BOX (TO BE REMOVED)
TOP OF WALL
POSITIVE SLOPE
SLOPE FOR POSITIVE
DRAINAGE TOWARDS DRAIN
0.5'
3.0'
6"
1" CHANNEL
FOR GRATING
6 X 4 SCH 80 PVC
REDUCER S X SPVC WATERSTOP
70"
10"
5.75"11.875"
STAINLESS
STEEL PIPE
STRAP
INSTALL 2" PLASTIC DRAIN
WITH 4" STAINLESS STEEL
STRAINER INSTALL 2" PLASTIC DRAIN WITH
4" STAINLESS STEEL STRAINER
CSBC ROAD BASE 6" MIN THICKNESS,
95% COMPACTION
SLOPE TO
DRAIN
SLOPE TO
DRAIN
CUSTOM RAKE EXAMPLE
NTS
0.5'
#4 REBAR AT 12" E.W. TYP.
2-INCH CLEAR COVER SIDE AND TOP
WATERSTOP
6" PIPE
PENETRATION SEAL
6"
#4 REBAR AT 12" E.W. MID-DEPTH TYP.
2-INCH CLEAR COVER TOP
4-INCH FLANGE
INLET
6-INCH FLANGE
OUTLET
2-INCH SS
OVERFLOW PIPE
FINISHED GROUND
6" 6"
6"
6" X 6" CONCRETE
COLLAR
NO GRATING
NO GRATING
GRATING 1" CLEAR
FROM TANK
6-INCH SCH
80 PVC
TRANSITION
FROM SCH 80
TO SCH 40
TANK ISOMETRIC VIEW
NTS
SLOPE FINISH GRADE
AWAY FROM STRUCTURE
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
OF
DESIGNED:
TECH. REVIEW:
DATE:
SUB SHEET NO. TITLE OF SHEET DRAWING NO.
PMIS/PKG NO.
SHEET
/9
/2
:3
N
AT
H
AN
IA
L.
D
O D
D R
C
:\U
SE
R S\
AA
R
O N
\D J&
A, P
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J& A
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AD
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R G
R O
U P
- G
EN
ER
AL
\IN
TI
AT
IV
E# 6_
O
TH
ER
AG
EN
C
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M
ER
G E_
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AR
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1.
1_
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TH
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AG
EN
C
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IV
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TO
-D O
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TE
M S\
N
PS
_M
AJ
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_C
AD
_U
PD
AT
ES
_2
3_
AA
R O
N \1
_N
PS
_T
EM
PL
AT
ES
-M
ER
G
ER
\2
_D
JA
_N
PS
_C
TB
_A
LL
_2
8_
TO
_P U
LL
FLOATING DOCK SYSTEM
PLAN AND PROFILE
188350
ND/CW
ND
MF
03/18/2024
OLYMPIC NATIONAL PARK
REHABILITATE KALALOCH WASTEWATER LAGOONS
215532C1.5
SCALE IN FEET
0 40 80
NOTES:
1. EACH DOCK SHALL BE A MODULAR DOCK SYSTEM CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH
SPECIFICATION 13 34 60 - PRE-FABRICATED DOCKS AND MANUFACTURER'S INSTRUCTIONS.
2. SEE SHEET C2.2 AND C2.3 FOR FLOATING DOCK AND ANCHORING DETAILS.
3. CONTRACTOR TO VERIFY GANGWAY LENGTHS AND ANCHOR SLAB LOCATIONS WITH THE CONTRACTING
OFFICER.
CELL NO. 2
CELL NO. 3
CELL NO. 1
ANCHOR BLOCK
8'
4'
ANCHOR BLOCK
ANCHOR CHAIN
FLOATS SEE
SHEET C2.2/D
16'
VARIES SEE PLAN
FLOATS SEE
SHEET C2.2/D
FLOATING DOCK SEE
SHEET C2.2/B, C2.2/C
GANGWAY
GANGWAY SEE SHEET C2.2/A,
C2.2/B, C2.2/F
16' FLOATING
DOCK
16' FLOATING
DOCK
16' FLOATING
DOCK
CONCRETE
ANCHORING SLAB SEE
SHEET C2.3/A, C2.3/B,
C2.3/C, C2.3/D, C2.3/E
ANCHOR NEAR TOE
OF LAGOON
FLOATING DOCK SEE
SHEET C2.2/B, C2.2/C
25' GANGWAY
15' GANGWAY
15' GANGWAY
FLOATING DOCK PROFILE VIEW
FLOATING DOCK SECTION VIEW
CONCRETE ANCHOR SLAB
3'
MIN. 12"
DEPTH 5' SLAB
WIDTH
APPROX 3:1 OR 4:1
FIELD FIT CONCRETE
ANCHOR SLABAPPROX. 10'
CSBC ROAD BASE
6" MIN THICKNESS,
90% COMPACTION
#4 REBAR AT 12" E.W. TYP.
2" CLEAR COVER SIDE AND TOP
ENSURE GANGWAY HINGE
BOLTS AVOID REBAR
FIELD FIT CONCRETE
ANCHOR SLAB
FIELD FIT CONCRETE
ANCHOR SLAB
FURTHER DOWN SLOPE
CELL NO. 1
OUTLETCELL NO. 2
OUTLET
4" REBAR AT 12" E.W. TYP.
3" CLEAR COVER BOTTOM
2" CLEAR COVER SIDE
EXISTING
GROUND
EXISTING
GROUND
ANCHOR CHAIN
APPROX. 10' FROM PROPOSED
DECANTER HEAD
FLOATING DOCK SITE PLAN LAYOUT
TECH. REVIEW:
DATE:
SUB SHEET NO. TITLE OF SHEET DRAWING NO.
PMIS/PKG NO.
SHEET
/9
/2
:3
N
AT
H
AN
IA
L.
D
O D
D R
C
:\U
SE
R S\
AA
R
O N
\D J&
A, P
C \D
J& A
C
AD
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SE
R G
R O
U P
- G
EN
ER
AL
\IN
TI
AT
IV
E# 6_
O
TH
ER
AG
EN
C
IE
S_
M
ER
G E_
W
IT
H _D
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_S
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AR
D S\
1.
1_
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AG
EN
C
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IV
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TO
-D O
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TE
M S\
N
PS
_M
AJ
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_C
AD
_U
PD
AT
ES
_2
3_
AA
R O
N \1
_N
PS
_T
EM
PL
AT
ES
-M
ER
G
ER
\2
_D
JA
_N
PS
_C
TB
_A
LL
_2
8_
TO
_P U
LL
LEVEL SENSOR, FLOAT
SWITCH, AND POND GAUGE
PLAN AND PROFILE
188350
ND/CW
ND
MF
03/18/2024
OLYMPIC NATIONAL PARK
REHABILITATE KALALOCH WASTEWATER LAGOONS
215532C1.6
LEVEL SENSOR DOCK CONNECTION
LAGOON CELL 3
SIGNAL
CABLE
SECURE PRESSURE
TRANSDUCER TO
CONCRETE BLOCK
POND STAFF
GAUGE
POLYETHYLENE
LIFTING LINE
SECURE TO DOCK
4" SCH 80 PVC PIPE
72"
MAINTAIN MIN. 10' OF
SEPARATION BETWEEN
DOCK AND GAUGE
NYLON UV RATED SPLIT
LOOM ELECTRICAL CONDUIT
SECURED TO DOCK
3"
18" DIA.
1/4" SS EYEBOLT
SECURE FLOAT SWITCH ASSEMBLY AND PRESSURE
TRANSDUCER TO CONCRETE BLOCK
ADJUST ALARM, HIGH AND
LOW LEVEL FLOAT SWITCH
DEPTHS IN THE FIELD
FLOAT SWITCH
ASSEMBLY
PROVIDE 8' OF WIRE SLACK
COILED AND HUNG OFF DOCK
NOTES:
1. POND LEVEL GAUGE SHALL BE 4" WIDE, CONSTRUCTED OF FIBERGLASS, POLE
MOUNTABLE WITH 100THS, FEET UNITS OF MEASUREMENT. GAUGE TO BE ATTACHED TO
PVC PIPE WITH STAINLESS STEEL HARDWARE.
2. FLOAT SWITCH ASSEMBLY AND PRESSURE GAUGE TRANSDUCER IN ACCORDANCE WITH
SPECIFICATION 40 71 00 - INSTRUMENTATION.
3. INSTALL INSTRUMENTATION AND GAUGE IN LAGOON CELL #3.
4. COORDINATE WITH CONTRACTING OFFICER FOR FLOAT HEIGHTS.
LEVEL SENSOR, FLOAT SWITCH AND STAFF GAUGE LOCATIONS
FLOAT SWITCH/PRESSURE
TRANSDUCER ASSEMBLY
POND STAFF
GAUGE
SCALE IN FEET
0 10 20
POND STAFF GAUGE INSTALATION
JUNCTION BOX
CONDUIT TO
PUMP STATION
SECURE PIPE TO 24" X 24" X 3"
CONCRETE BLOCK
PLACE STAFF GAUGE
AS VERTICALLY AS
POSSIBLE
SECURE FLOAT STEM
TO CONCRETE BLOCK
PVC
TECH. REVIEW:
DATE:
SUB SHEET NO. TITLE OF SHEET DRAWING NO.
PMIS/PKG NO.
SHEET
/9
/2
:3
N
AT
H
AN
IA
L.
D
O D
D R
C
:\U
SE
R S\
AA
R
O N
\D J&
A, P
C \D
J& A
C
AD
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SE
R G
R O
U P
- G
EN
ER
AL
\IN
TI
AT
IV
E# 6_
O
TH
ER
AG
EN
C
IE
S_
M
ER
G E_
W
IT
H _D
JA
_S
TA
N
D
AR
D S\
1.
1_
O
TH
ER
AG
EN
C
IE
S_
IN
IT
AT
IV
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TO
-D O
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TE
M S\
N
PS
_M
AJ
O R
_C
AD
_U
PD
AT
ES
_2
3_
AA
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N \1
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PS
_T
EM
PL
AT
ES
-M
ER
G
ER
\2
_D
JA
_N
PS
_C
TB
_A
LL
_2
8_
TO
_P U
LL
FLOATING DECANTER
PLAN AND SECTION
188350
ND/CW
ND
MF
03/18/2024
OLYMPIC NATIONAL PARK
REHABILITATE KALALOCH WASTEWATER LAGOONS
215532C1.7
NOTES:
1. LAGOON CELL NO. 3 MUST BE PUMPED TO APPROX. 2-3 FOOT WATER LEVEL PRIOR TO PLACING CONCRETE.
CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER FOR LAGOON DEWATERING AND PLACEMENT.
2. DECANTER MANUFACTURER TO PROVIDE DECANTER UNIT IN ACCORDANCE WITH SPECIFICATION 46 20 00.
3. MANUFACTURER TO PROVIDE ALL DECANTER COMPONENTS.
4. PROVIDE 3/4" CHAMFER ON ALL CONCRETE EDGES.
5. ALL DISTURBANCE TO LAGOON LINER SHALL BE REPLACED WITH BETONITE HOLE PLUG. THICKNESS SHALL
MATCH EXISTING CLAY LINER THICKNESS WITH A 1-FOOT MINIMUM THICKNESS.
6. FLANGE ADAPTOR SHALL BE IN ACCORDANCE WITH SPECIFICATION 33 31 23 - EFFLUENT SEWER PIPELINE
AND APPURTENANCES.
7. DECANTER ORIFICES TO BE LOCATED 12-18" BELOW WATER SURFACE.
2'
VA
R
IE
S
HIGH WATER
LEVEL
LOW WATER
LEVEL
CONCRETE PIPE
ANCHOR BLOCK
FLOATING
DECANTER
FLOATING
DECANTER
TOP OF DIKE
CONCRETE
PIPE ANCHOR
TOP OF DIKE
3' MIN.
COVER
6-INCH SCH 10 TYPE 304
STAINLESS STEEL PIPE 6-INCH SWIVEL
JOINT
FLOATING DECANTER SECTION VIEW
FLOATING DECANTER PLAN VIEW
5'
TOE OF
LAGOON
6-INCH SCH 80
PVC
CONNECT TO
PUMP STATION
6-INCH SCH 10 TYPE 304
STAINLESS STEEL PIPE
20'
MANUFACTURER TO
PROVIDE DIMENSIONS
AND DETAILS OF
DECANTER SYSTEM
INTAKE
MANIFOLD
24"
CONTRACTOR TO
FIELD FIT PIPING TO
PUMP STATION
DEPTH
VARIES
CONTRACTOR TO
FIELD FIT PIPE TO
PUMP STATION
SCH 10 TYPE 304 STAINLESS
STEEL PIPE SPOOL. FLANGES
SHALL BE WELDED ON AND
AND TAPPED FOR SS STUDS.
FLANGE ADAPTER TO
6-INCH SCH 80 PVC. CAST
IRON. WRAP IN PLASTIC.
BASE ROCK 6" MIN THICKNESS,
90% COMPACTION
#4 REBAR AT 12" E.W. TYP.
2" CLEAR COVER SIDE
3" CLEAR COVER BOTTOM
SWIVEL SUPPORT
STAND
FLOATING DECANTER FRONT VIEW
NTS
A
C1.7
APPROX. 80"
DECANTER FLOAT
BARREL
DECANTER HEAD
DECANTER HEAD ORIFICES SIZE, LOCATION, AND
SPACING TO BE DETERMINED BY MANUFACTURER
AND COORDINATED BY THE CONTRACTOR
BRACKETS CONNECTING
DECANTER FLOAT BARREL
TO DECANTER HEAD
FLOATING DECANTER SIDE VIEW
NTS
B
C1.7
DECANTER FLOATING BARREL
(18-INCH DIAMETER)
DECANTER HEAD
(8-INCH DIAMETER)
6-INCH SCH 10
TYPE 304
STAINLESS STEEL
PIPE
BRACKETS CONNECTING DECANTER
FLOAT BARREL TO DECANTER HEAD
6" SCH 80 PVC
#4 REBAR AT 12" E.W. TYP. 2"
CLEAR COVER TOP AND SIDE
TECH. REVIEW:
DATE:
SUB SHEET NO. TITLE OF SHEET DRAWING NO.
PMIS/PKG NO.
SHEET
/3
0/
6:
N
AT
H
AN
IA
L.
D
O D
D R
C
:\U
SE
R S\
AA
R
O N
\D J&
A, P
C \D
J& A
C
AD
U
SE
R G
R O
U P
- G
EN
ER
AL
\IN
TI
AT
IV
E# 6_
O
TH
ER
AG
EN
C
IE
S_
M
ER
G E_
W
IT
H _D
JA
_S
TA
N
D
AR
D S\
1.
1_
O
TH
ER
AG
EN
C
IE
S_
IN
IT
AT
IV
E_
TO
-D O
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TE
M S\
N
PS
_M
AJ
O R
_C
AD
_U
PD
AT
ES
_2
3_
AA
R O
N \1
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PS
_T
EM
PL
AT
ES
-M
ER
G
ER
\2
_D
JA
_N
PS
_C
TB
_A
LL
_2
8_
TO
_P U
LL
CONCRETE PREFABRICATED
PUMP HOUSE
PLAN AND ELEVATIONS
188350
ND/CW
ND
MF
03/18/2024
OLYMPIC NATIONAL PARK
REHABILITATE KALALOCH WASTEWATER LAGOONS
215532C1.8
NOTES:
ALL DESIGN CRITERIA BELOW TO BE CONFIRMED OR
ADJUSTED BY THE PRECAST MANUFACTURER AND BY A
LICENSED ENGINEER IN THE STATE OF WASHINGTON.
ALL MATERIAL SUPPLIED NEEDS TO BE PART OF THE
CORROSIVE ENVIRONMENTAL PACKAGE.
SUGGESTED DESIGN CRITERIA:
GENERAL NOTES APPLY TO ALL PANELS UNLESS
SPECIFICALLY NOTED OTHERWISE
2021 INTERNATIONAL BUILDING CODE
LOADS:
WIND: 120 MPH EXP D
SEISMIC: ZONE 4
SNOW: 250 PSF ROOF LOAD
FLOOR LIVE LOAD: 400 PSF
MATERIALS:
CONCRETE: F'ci = 2500 PSI
F'C = 5000 PSI
STEEL:
REBAR=ASTM A615 GRADE 60
WELDING NOT ALLOWED
MIN LAP SPLICE IS 40 DIAMETERS
ALL MESH IS 4X4XW8XW8
MIN. MESH LAP IS TWO SQUARES
MESH IS TO BE CENTERED IN PANEL
PLATES & BARS=ASTM A36 FY=36 KSI
PANEL THICKNESS:
FLOOR = 5"
WALLS = 4"
ROOF = 4 1/2"
COLOR: SEE ARCHITECTURAL NOTE
TEXTURE: WALLS - BARNWOOD
ROOF - CEDAR SHAKE
CASTING TOLERANCE:
OVERALL LENGHT OR WIDTH:
10 FT OR UNDER = +/-1/8"
10 TO 20 FT = +1/8", -3/16"
20 TO 40 FT = +/-1/4"
TOTAL THICKNESS = -1/8, +1/4
VARIATION FROM SQUARE = +/-1/8 PER 6 FT OF
DIAGONAL
LOCAL SMOOTHNESS = 1/4" IN 10 FT
SWEEP = +/-1/4"
POSITION OF TENDONS = +/-1/4"
POSITION OF BLOCKOUTS = +/-1/4"
SIZE OF BLOCKOUTS = +/-1/4"
POSITION OF EMBEDS = +/-1/4"
TIPPING AND FLUSHNESS OF PLATES = +0, -1/4
BOWING = LENGTH/360
END SQUARENESS = +/-1/8"
SUB-BASE PREPARATION:
PRIOR TO PLACEMENT OF BUILDING, LEVEL THE
EXISTING GROUND, A PROPERLY PREPARED SUB-BASE
SHALL BE PROVIDED. SUB-BASE SHALL BE A MINIMUM
OF 18" THICK AND CONSIST OF CSBC ROAD BASE
MATERIAL COMPACTED TO 95% OF OPTIMUM DENSITY
IN ACCORDANCE WITH ASTM D1557. FINISHED
SURFACE OF SUB-BASE SHALL BE FLAT AND LEVEL,
WITH MAXIMUM DEVIATION OF -1/2", +0" FROM TRUE
HORIZONTAL PLANE. REFER TO MANUFACTURER'S
BUILDING HANDLING SHEET FOR SUB-BASE
REQUIREMENTS DURING BUILDING PLACEMENTS.
REFER TO SPECIFICATION 13 34 21 - PRE-FABRICATED
BUILDING FOR CSBC MATERIAL AND COMPACTION
DETAILS.
SIDE ELEVATION
C1.8 NTS
FRONT ELEVATION
C1.8 NTS
FLOOR PLAN
C1.8 NTS
ROOF PLAN
C1.8 NTS
'-6
20'
4" TYP
21'
'-1
1"
R
SL
O
PE
R
SL
O
PE
21' 20' 6"
6' -6
INTAKE LOUVER
INTAKE LOUVER
5" K STYLE ALUMINUM
GUTTER WITH LEAF GUARD
FOR RAINWATER COLLECTION
GUTTER FOR
RAINWATER
COLLECTION
ARCHITECTURAL:
EXTERIOR COLOR: MALIBU TAUPE
EXTERIOR WALL TEXTURE: BARNWOOD
ROOF COLOR: CHARCOAL GRAY
ROOF TEXTURE: CEDAR SHAKE
EXTERIOR DOOR COLOR: JAVA BROWN
INTERIOR COLOR: WHITE
GUTTER COLOR: MALIBU TAUPE
ROUGH IN
12-1/2"
ROUGH IN
12-1/2"
EXHAUST FAN
(BACK SIDE OF
BUILDING)
18" ROUGH IN
16-1/2"
ROUGH IN
16-1/2"
16"
MALIBU TAUPE CEDAR SHAKE BARNWOOD
2' MIN.
CLEAR
2' MIN.
CLEAR
JAVA BROWNCHARCOAL GRAY
6"
6"
12"
RED LED WARNING
LIGHT AND
PENETRATION
DARK SKY COMPLIANT LED
STANDARD WALL PACK WITH
PHOTOCELL AND PENETRATION
24"48"
60"
DOWNSPOUT
HINGE
3" X 4" DOWNSPOUT
TO RAIN BARREL
GABLE VENT (EACH SIDE) TO BE
SIZED AND LOCATED BY BUILDING
MANUFACTURER
5-INCH THICKNESS #4 REBAR
AT 18" E.W. TYP. MID-DEPTH
2" CLEAR COVER
FORM SAVER TO RECEIVE
THREADED #4 BARS TO MATCH
SPACING IN SLAB. 18" DEPTH
INTO SLAB. MID DEPTH OF SLAB
CONCRETE
ENTRYWAY
SLAB
CSBC ROAD BASE
6" MIN THICKNESS,
95% COMPACTION
3'
OUTDOOR
FAUCET
FINISHED SURFACE
SLOPE AWAY FROM
STRUCTURE
POSITIVE
SLOPE MAX. 2%
LEFT HAND
OUT-SWING
5"
2'
11'-11" 10'-6"2'-0"
SUB BASE THICKNESS
VARIES, 18" MINIMUM
EXTEND TO FROST
DEPTH
72" X 80" FIBERGLASS
DOUBLE DOORS
CSBC ROAD BASE
6" MIN THICKNESS,
95% COMPACTION
RAIN BARREL
SYSTEM
NATIVE SUBGRADE
SECURE GUTTER WITH INDUSTRY
STANDARD MOUNTING BRACKETS
AND CONCRETE ANCHORS
EXHAUST FAN
FURR INTERIOR WALLS W/2X4 STUDS, AND THE CEILING
W/2X6 STUDS. THERMAX RIGID FOAM INSULATION AND
3/4" ACX FIRE RETARDANT PLYWOOD. (MINIMUM WALL
SYSTEM INSULATION RATING OF R-21) PAINT WITH 2
COATS WHITE FIRE-RETARDANT ENAMEL. PROVIDE
BLOCKOUTS IN FURRING AT ALL OPENINGS. CAULK ALL
INTERIOR SEAMS AND SCREW HEADS TWICE.
NOTE:
CONTRACTING OFFICER TO PROVIDE APPROVAL OF
COLORS PRIOR TO CONSTRUCTION OF PREFAB
BUILDING.
8' -5
5"
FILL SO THAT FINISH GRADE
HEIGHT ( PERIMETER SIDEWALK
OR EARTH) IS EQUAL TO FLOOR
SLAB HEIGHT
PROVIDE 4" FLEXIBLE
DOWNSPOUT EXTENSION
TO FENCELINE
TECH. REVIEW:
DATE:
SUB SHEET NO. TITLE OF SHEET DRAWING NO.
PMIS/PKG NO.
SHEET
/3
0/
6:
N
AT
H
AN
IA
L.
D
O D
D R
C
:\U
SE
R S\
AA
R
O N
\D J&
A, P
C \D
J& A
C
AD
U
SE
R G
R O
U P
- G
EN
ER
AL
\IN
TI
AT
IV
E# 6_
O
TH
ER
AG
EN
C
IE
S_
M
ER
G E_
W
IT
H _D
JA
_S
TA
N
D
AR
D S\
1.
1_
O
TH
ER
AG
EN
C
IE
S_
IN
IT
AT
IV
E_
TO
-D O
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TE
M S\
N
PS
_M
AJ
O R
_C
AD
_U
PD
AT
ES
_2
3_
AA
R O
N \1
_N
PS
_T
EM
PL
AT
ES
-M
ER
G
ER
\2
_D
JA
_N
PS
_C
TB
_A
LL
_2
8_
TO
_P U
LL
PUMP HOUSE PIPING 149
188350
ND/CW
ND
MF
03/18/2024
OLYMPIC NATIONAL PARK
REHABILITATE KALALOCH WASTEWATER LAGOONS
215532C1.9
SIDE SECTION
C1.9 NTS
FLOOR PLAN
C1.9 NTS
2" AIR RELEASE VALVE
1" BALL VALVE
STATIC MIXER WITH
INJECTION PORT
FLOW METER
PRESSURE GAUGE
WITH OUTPUT SIGNAL
SMOOTH NOSE
SAMPLING TAP
DECHLORINATION
TANK
CHLORINE TANK
1" GRAY PVC CONDUIT FOR
DECHLORINATION PE TUBING
(BEHIND 4-INCH PIPE)
4" SCH 80 PVC
2" X 4" REDUCER
PRESSURE GAUGE
WITH OUTPUT SIGNAL
6" X 3" ECCENTRIC
REDUCER
6" SCH 80 PVC
ELECTRICAL PANELS
METER
PUMP
MOTOR
PIPE BRACKET
PIPE BRACKET
2" AIR RELEASE VALVE
STATIC MIXER WITH
INJECTION PORT
PRESSURE GAUGE
SAMPLING TAP
DECHLORINATION
TANK
CHLORINE TANK
1 1/4" GRAY PVC
CONDUIT
4" PVC SCH 80
4" PVC PIPE
PRESSURE GAUGE
6" X 3" ECCENTRIC
REDUCER
6" PVC SCH 80
METER
MOTOR
SS PIPE BRACKET
SS PIPE BRACKET
PUMP
CONCRETE
PEDESTAL
FLOW METER
4" SCH 80 PVC
SS PIPE BRACKET
5-TIER HEAVY DUTY
PLASTIC STORAGE SHELF
71"H X 36"W X 18"D
60" X 30" LAB
WORKBENCH
UTILITY SINK
EYE WASH
STATION
4" SS FLOOR
DRAIN
72" X 80" COMMERCIAL
DOUBLE DOOR (TYP.)
2'
2'2'
4" UNION
CONNECT EYE WASH DRAIN LINE TO
THE UTILITY SINK DRAIN LINE
2% MIN SLOPE AND
DAYLIGHT TO
LAGOON CELL NO. 3
RAIN WATER COLLECTION
TANK WITH PUMP
6" X 2" TEE
3/4" SCH 80 STUB OUTS
FOR RAIN BARREL
CONNECTION
MINIMUM LENGTH 3X PIPE DIAMETER OR
PER MANUFACTURERS RECOMMENDATION
PRESSURE
TANK
ASSEMBLY
GENERAL NOTES:
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE.
2. PROVIDE X1 SCH 80 3-INCH AND X1 SCH 80 2-INCH BLIND FLANGE. PROVIDE X1 3-INCH AND X1
2-INCH EPDM GASKET. THIS WILL ALLOW A PUMP TO BE ISOLATED IF THE OTHER PUMP IS
REMOVED FOR SERVICE.
3. PROVIDE AND INSTALL FLOW METER AND SUCTION/DISCHARGE PRESSURE GAUGES IN
ACCORDANCE WITH SPECIFICATION 40 71 00 - INSTRUMENTATION.
4. PROVIDE AND INSTALL A 7.5" PLASTIC NON-POTABLE WATER SIGN ABOVE SINK IN ACCORDANCE
WITH DETAIL C2.0/E.
5. PRESSURE TANK ASSEMBLY TO INCLUDE PRESSURE GAUGE, RELIEF VALVE, CHECK VALVE DRAIN, AND CUTOFF PRESSURE SWITCH. IN ACCORDANCE WITH SPECIFICATION 22 42 00 - PLUMBING
FIXTURES.
6. PROVIDE 60" X 30" LAB WORKBENCH, PHENOLIC TOP, HEAVY GAUGE STEEL FRAME WITH 1000 LB
CAPACITY, ADJUSTABLE HEIGHT 29" - 39".
7. PROVIDE AND INSTALL HEAVY DUTY STAINLESS STEEL HOSE HANGER NEAR HYDRANT ON
EXTERIOR OF BUILDING.
8. PROVIDE AND INSTALL CHEMICAL TANK ASSEMBLIES IN ACCORDANCE WITH 22 42 00 - PLUMBING
FIXTURES.
9. 3/4" CHAMFER ON CONCRETE PEDESTAL. CONCRETE PEDESTAL TO MATCH SIZE OF PUMP SKID
BASE.
10. PROVIDE 2" VINYL PIPE LABEL DIRECTIONAL FLOW ARROWS, GRAY BACKGROUND AND WHITE
ARROW.
11. PROVIDE AND INSTALL PUMPS AND PUMP MOTORS IN ACCORDANCE WITH SPECIFICATION
SECTION 46 20 03 - WASTEWATER EFFLUENT PUMPS.
12. CHEMICAL METERING PUMPS SHALL BE CONNECTED TO THEIR RESPECTIVE STATIX MIXER PORTS WITH 3/8" PE POLYETHYLENE TUBING 3/8" OD AT 300 PSI. SPLICING OF TUBING IS NOT ALLOWED.
13. CHEMICAL TANKS, METERING PUMPS AND SPILL PROTECTION PLATFORM SHALL BE IN
ACCORDANCE WITH 46 20 40 - MISCELLANEOUS WATER APPURTENANCES.
14. AIR VALVE IN ACCORDANCE WITH SPECIFICATION 46 20 04 - MISCELLANEOUS APPURTENANCES.
15. ALL WASTEWATER EFFLUENT PIPE AND FITTINGS SHALL BE SCH 80 PVC.
16. PROVIDE PIPE INSULATION ON ALL PIPE EXPOSED TO OUTDOOR AMBIENT AIR IN ACCORDANCE
WITH 40 05 00 - PIPE AND PIPE FITTINGS.
17. BUILDING DESIGN SHALL INCLUDE PIPE AND CONDUIT PENETRATIONS. ALL PENETRATIONS SHALL
BE GROUTED.
18. OPERATOR EQUIPMENT - PROVIDE 1-1/4" NASCO SLUDGE JUDGE II 15-FT SAMPLER.
19. OPERATOR EQUIPMENT - PROVIDE 12-FT NASCO SWING SAMPLER.
20. OPERATIONAL SUPPLY - PROVIDE CAPTOR 30% CALCIUM THIOSULFATE DECHLORINATION LIQUID
15 GALLON DRUM.
CONTRACTOR TO FIELD
FIT PLUMBING FROM
PUMP3/4" FROST FREE ANTI-SIPHON
OUTDOOR FAUCET
HEAVY DUTY
HOSE HANGER
SLOPE TO DRAIN
2" SCH 40 PVC
SCH 80 PVC LONG
RADIUS BEND
6"
8"
18" MIN.
8"
SOCKET FLANGE AND FULL
FACED EPDM GASKET (TYP.)
4" TEE AND 3/4"
THREADED HOSE BIB
#4 EMBEDED 4". DRILL & EPOXY.
24" OC ALONG PERIMETER. 6"
EDGE DISTANCE.
2' MIN.
3/4" SCH 80 STUB
OUTS FOR RAIN
BARREL CONNECTION
2' MIN.
4" CLEAR PVC TRUE UNION
SWING CHECK VALVE
PUMP SKID
23"
3-SHELF POWDER COATED
STEEL ADJUSTABLE WALL
STORAGE RACK 40"W X 24"D
2X PIPE DIAMETER MIN.
CONCRETE
PEDESTAL
DRAIN BACK
TO LAGOON
CELL NO. 3
TO EFFLUENT SPRAY FIELDFROM DECANTER
FROM DECANTER TO EFFLUENT SPRAY FIELD
RUN DECHLORINATION TUBING
THROUGH CONDUIT TO STATIC MIXER
CONNECT CHLORINATION TANK
THROUGH INJECTION PORT
SPILL PROTECTION PLATFORM
LOCATE GRAYS HARBOR PUD FEED THROUGH METER AND 240V 3PH 225A MAIN
SERVICE DISCONNECT ON EXTERIOR BUILDING.
MANUAL TRANSFER SWITCH ON EXTERIOR OF BUILDING.
3 PH SAFETY DISCONNECT SWITCHES FOR PUMPS
3 PH SAFETY DISCONNECT SWITCHES FOR AERATORS (EXISTING, SALVAGE AND
REUSE H-FRAME, REPLACE NEMA 4X PANEL IN-KIND, REUSE SAFETY SWITCHES)
PANEL 225 A, 3 PH, 240/120 OPEN DELTA WITH SURGE PROTECTION DEVICE
PANEL PLC & PUMP CONTROL
PANEL AERATOR #1 3 POLE MOTOR STARTER (EXISTING, SALVAGE AND REUSE)
PANEL AERATOR #2 3 POLE MOTOR STARTER (EXISTING, SALVAGE AND REUSE)
PANEL AERATOR #1 TIMER (EXISTING, REUSE)
PANEL AERATOR #2 TIMER (EXISTING, REUSE)
PUMP STATION ELECTRICAL PLAN
OF
DESIGNED:
TECH. REVIEW:
DATE:
SUB SHEET NO. TITLE OF SHEET DRAWING NO.
PMIS/PKG NO.
SHEET
/3
0/
6:
N
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PUMP HOUSE ELECTRICAL 149
188350
ND/CW
ND
MF
03/18/2024
OLYMPIC NATIONAL PARK
REHABILITATE KALALOCH WASTEWATER LAGOONS
215532C1.10
GENERAL NOTES:
1. ALL EQUIPMENT SHOWN IS SCHEMATIC AND IS SHOWN FOR REFERENCE ONLY.
TREATMENT BUILDING EQUIPMENT, POWER AND LIGHTING ELECTRICAL DESIGN
AND LAYOUT SHALL BE DEVELOPED BY THE BUILDING MANUFACTURER OR
CONTRACTOR.
2. BUILDING DESIGN SHALL INCLUDE ELECTRICAL PENETRATIONS. ALL
PENETRATIONS SHALL BE GROUTED.
3. BUILDING MANUFACTURER OR CONTRACTOR TO PROVIDE ELECTRICAL PLANS
BASED ON THESE DRAWINGS IN ACCORDANCE WITH SPECIFICATION 13 34 21 -
PRE-ENGINEERED BUILDINGS.
4. PLC, VFD AND HMI INSTALLATION AND PROGRAMMING IN ACCORDANCE WITH
SPECIFICATIONS 40 63 43 - PROGRAMABLE LOGIC CONTROLLERS, 40 63 44 - HMI
PROGRAM AND TOUCHSCREEN, 40 67 63 - UNINTERUPTABLE POWER SUPPLY, AND
26 29 23 - VARIABLE FREQUENCY DRIVES.
5. SEE SPECIFICATION 23 81 00 FOR EXHAUST FAN AND LOUVER CONFIGURATION.
6. SEE SPECIFICATION 23 82 00 FOR WALL MOUNTED HEATER CONFIGURATION.
DETAIL NOTES:
EF
L
AER-1
GFI GFI
GFI
GFI
L1-1
MECHANICAL EQUIPMENT SCHEDULE
KEY DISCRIPTION VOLTS PH LOAD
CMP-1 CHEMICAL METERING PUMP #1 120 1 1/6 HP
CMP-2 CHEMICAL METERING PUMP #2 120 1 1/6 HP
L LOUVER 120 1 20 W
EF EXHAUST FAN 120 1 1/3 HP
EUH ELECTRIC UNIT HEATER 240 1 3000 W
PMP-1 EFFLUENT PUMP #1 240 3 15 HP
PMP-2 EFFLUENT PUMP #2 240 3 15 HP
AER-1 AERATOR #1 240 3 1 1/2 HP
AER-2 AERATOR #2 240 3 1 1/2 HP
RWP RAIN WATER PUMP 120 1 1 HP
CONDUIT FOR FLOAT SWITCH
CABLES AND PRESSURE
TRANSDUCER SIGNAL CABLE
GFI RWP
RED LED WARNING
LIGHT
DARK SKY COMPLIENT LED
STANDARD WALL PACK
WITH PHOTOCELL
LIGHTING FIXTURE SCHEDULE:
L1: LED VAPOR TIGHT FIXTURE STRIPS 88 WATTS ADJUSTABLE 7,700 -
8,900 - 10,500 LUMENS 3000K - 4000K - 5000K 120-277V 8 FT
L2: EXTERIOR DARK SKY COMPLIANT LED STANDARD WALL MOUNTED
CLEAR PRISMATIC LENSES WITH PHOTOELECTRIC CONTROL
L3: STEADY-ON RED EXTERIOR LED WARNING LIGHT, 120V
POLYCARBONATE LENS, NEMA 4X, WALL MOUNTED.
NTS
SS
STUBOUT FOR PUMP
CIRCUITS FROM
CONTROL PANEL
L2
L3
JUNCTION BOX FOR FLOAT
SWITCHES AND PRESSURE
TRANSDUCER SIGNAL CABLE
CONDUIT FOR
AERATORS
STUBOUT FOR PRESSURE
TRANSDUCER SIGNAL AND
FLOAT SWITCH CABLE
PUMP CONTROL PANEL SCHEDULE:
1. PROGRAMMABLE LOGIC CONTROLLER
2. TOUCH SCREEN PANEL
3. UNINTERRUPTIBLE POWER SUPPLY
4. EFFLUENT PUMP #1 VARIABLE FREQUENCY DRIVE
5. EFFLUENT PUMP #2 VARIABLE FREQUENCY DRIVE
PLC INPUT/OUTPUT:
1. INPUTS
A. PRESSURE TRANSDUCER 4-20 mA
B. ALARM LEVEL FLOAT SWITCH DISCRETE
C. HIGH LEVEL FLOAT SWITCH DISCRETE
D. LOW LEVEL FLOAT SWITCH DISCRETE
E. SUCTION LINE PRESSURE GAUGE 4-20 mA F. DISCHARGE LINE PRESSURE GAUGE 4-20 mA G. FLOW METER 4-20 mA
2. OUTPUTS
A. EFFLUENT PUMP #1 CONTROL, VFD, 2-WIRE START
B. EFFLUENT PUMP #2 CONTROL, VFD, 2-WIRE START
C. CHLORINE METERING PUMP CONTROL, 2-WIRE START
D. DECHLORINATION METERING PUMP CONTROL, 2-WIRE START
E. ALARM LIGHT CONTROL, 2-WIRE START
RWP JUNCTION BOX
NEW GRAYS HARBOR PUD UTILITY 240V 3 PH
FEED-THRU METER. POWER FROM 3 PH EXISTING
OVERHEAD UTILITY LINE POLE.
EUH
STUBOUT FOR
AERATOR POWER
RWP MANUAL RUN SWITCH
S
EXHAUST FAN MANUAL
RUN SWITCH
CMP-1 CMP-2
L1-2
PMP-2
PMP-1
OVERHEAD LIGHT
SWITCH FOR L1-1 & L1-2
AER-2
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
S S S S S S S
S S
S
S
S
S
OF
DESIGNED:
TECH. REVIEW:
DATE:
SUB SHEET NO. TITLE OF SHEET DRAWING NO.
PMIS/PKG NO.
SHEET
/2
/2
:5
N
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L.
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EFFLUENT PIPING PLAN 149
188350
ND/CW
ND
MF
03/18/2024
OLYMPIC NATIONAL PARK
REHABILITATE KALALOCH WASTEWATER LAGOONS
215532C1.11
SCALE IN FEET
0 20 40
EFFLUENT PUMP STATION
SEE SHEETS 14, 15 &16
FLOATING
DECANTER
SEE SHEET 13
ENTRANCE GATE
8" PVC SCH 40
EFFLUENT PIPE
3/8" DECHLORINATION
LINE WITHIN 1" GRAY
PVC CONDUIT
APPROX 450 FEET
8" X 4"
CLEANOUT
SCH 40 PVC 4" X 8"
ECCENTRIC
REDUCER S X S
8" x 4" CLEANOUT
WITH IRRIGATION BOX
C C2.0
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
1.
REUSE H-FRAME, REPLACE
AERATOR PANEL IN KIND, REUSE
DISCONNECT SWITCHES
ELECTRICAL CONDUIT FOR
PRESSURE TRANSDUCER SIGNAL
CABLE AND FLOAT SWITCHES
POWER POLE
DEMO EXISTING
PUMP STATION
JUNCTION BOXPOND STAFF
GAUGE
LEVEL SENSOR
SEE SHEET 12
2" SCH 40 PVC
DRAIN LINE
ELECTRICAL CONDUIT
FOR AERATOR POWER
TRANSITION FROM
SCH 80 TO SCH 40 AT
ECCENTRIC REDUCER
GENERAL NOTES:
1. ALL 8" LATERAL PIPE SHALL HAVE A MINIMUM OF 24"
OF COVER AND INSTALLED IN ACCORDANCE WITH THE
SPECIFICATIONS.
2. CONTRACTOR TO PROVIDE FITTING AS REQUIRED.
PROVIDE SS MESH
SCREEN AT OUTLET
C C2.0
X
X
X
X
X
X X
S
S
S
S
S S S S S SSSSSS
S S S S SSSSSS
OF
DESIGNED:
TECH. REVIEW:
DATE:
SUB SHEET NO. TITLE OF SHEET DRAWING NO.
PMIS/PKG NO.
SHEET
/2
/2
:5
N
AT
H
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IA
L.
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SPRAY FIELD PLAN 149
188350
ND/CW
ND
MF
03/18/2024
OLYMPIC NATIONAL PARK
REHABILITATE KALALOCH WASTEWATER LAGOONS
215532C1.12
SCALE IN FEET
0 20 40
71.4' CENTER TO
CENTER (TYP.)
300' 2"
DISTRIBUTION PIPE
(TYP.)
GENERAL NOTES:
1. ALL 4" AND 8"PIPE SHALL HAVE A MINIMUM OF 24" OF COVER AND INSTALLED IN
ACCORDANCE WITH THE SPECIFICATIONS.
2. ALL 2" LATERAL PIPE SHALL HAVE A MINIMUM OF 18" OF COVER AND INSTALLED
IN ACCORDANCE WITH THE SPECIFICATIONS.
3. ALL VALVES AND FITTINGS WILL BE SOCKET PVC.
4. FOR DEEPER VALVES AND DEVICES, USE VALVE BOX EXTENSION MODELS AND
BOTTOM-TO-BOTTOM STACKING.
5. DO NO INSTALL PIPE IN ACCESS ROAD UNTIL AFTER THE BUILDING HAS BEEN
PLACED TO AVOID DAMAGING THE PIPE.
6. REFER TO SPECIFICATION 32 91 13 - TOPSOILING AND FINISHED GRADING.
COORDINATE WITH THE CONTRACTING OFFICER FOR REVEGETATION.
8" x 4" CLEANOUT
WITH IRRIGATION BOX
SAMPLING
STATION
4" BALL VALVE AND
IRRIGATION BOX
SERPENTINE
BEND (TYP.)
8" x 4" CLEANOUT
8" x 4" CLEANOUT
2" BALL VALVE AND
IRRIGATION BOX (TYP.)
8" BASKET STRAINER
4" DRAIN CAP
70' SPRINKLER
SPACING (TYP.)
YARD HYDRANT AND
SPRINKLER (TYP.)
PO
SI
TI
VE
S
LO
PE
(T
YP
A C2.0
C C2.0
E C2.0
C C2.0
D C2.0
C C2.0
3/8" DECHLORINATION LINE
WITHIN 1-1/4" GRAY PVC
CONDUIT 9" SEPARATION
FROM PIPE WALL
F C2.0
POSITIVE SLOPE
MATCHLINE - S
EE SHEET C1.11
54' SPRINKLER
RADIUS (TYP.)
2" LATERAL CLEANOUT
WITH IRRIGATION BOX
(TYP.)
G C2.0
H C2.0
8" X 4" ECCENTRIC REDUCER
8" STATIC MIXER AND
INJECTION PORT
ESTIMATED PIPE MATERIAL QUANTITIES
FROM PUMP STATION TO SPRAY FIELD
MATERIAL QTY UNIT
SCH 40 2-INCH PVC 1260 FT
SCH 40 4-INCH PVC 230 FT
SCH 40 8-INCH PVC 1100 FT
CONDUIT / DECHLOR PE TUBING 450 FT
4-INCH BALL VALVE 1 EA
2-INCH BALL VALVE 4 EA
HYDRANT SPRINKLERS 20 EA
4" CLEANOUT 3 EA
2" CLEANOUT 4 EA
1-INCH BALL VALVE 2 EA
PIPE LINE TO
STOP AT CIRCLE
WARNING
SIGN
E C2.1
4-INCH SCH 40 PVC HEADER
DECHLORINATION
STATIC MIXER
MATCH
FLANGE TYPE
B C2.0
1" PVC
CONDUIT
8" SCH 40 PVC PIPE
SADDLE TAP
SAMPLING
STATION
1" SCH
40 PVC
DRAIN
2" BALL VALVE
H C2.0
2" SCH 40 PVC
LATERAL
4" SCH 40…
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