03_NPT015_Drawings_100p_20251027.pdf

PDF 18 MB Posted Oct 29, 2025

Attached to: Invitation to Bid for a Large Onsite Septic System for the Newport Municipal Airport
Solicitation number: S-KN0010-00015219
Issued by: Klamath County, Oregon

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01_NPT015_Legals_100p_20251027.pdf	PDF	Oct 29, 2025
Prebid Conf Mins_LOSS~1.pdf	PDF	Oct 29, 2025
LOSS_PreBid_SignInSheet_20251106.pdf	PDF	Oct 29, 2025
NPT015-Addendum No2 to Contract Documents.pdf	PDF	Oct 29, 2025

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PROJECT NUMBER:

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

/ 2

- 2

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APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street Corvallis, OR 97333

541 754 0043

NEWPORT MUNICIPAL AIRPORT

LARGE ONSITE SEPTIC SYSTEM (L.O.S.S.)

COVER SHEET

PRECISION APPROACH ENGINEERING, INC.

OCT 2025

EMS

JAW

GWV

AS SHOWN

NPT015

NORTH

0 0.5 1

SCALE IN MILES

Y A Q U I N A B A Y

P A

C I

F I

A N

NEWPORT

MUNICIPAL

AIRPORT

NEWPORT

NEWPORT MUNICIPAL AIRPORT

INDEX TO DRAWINGSVICINITY MAP

LARGE ONSITE SEPTIC SYSTEM (L.O.S.S.)

Sheet List TableSheet Number Sheet Title

1 COVER SHEET

2 LEGEND AND BID SCHEDULE

3 GENERAL NOTES

4 CONSTRUCTION NOTES

5 SITE PLAN

6 BID SCHEDULE LIMITS

7 CONSTRUCTION SAFETY AND PHASING PLAN - CRITICAL AREAS

8 CONSTRUCTION SAFETY AND PHASING PLAN - PHASE 1

9 CONSTRUCTION SAFETY AND PHASING PLAN - PHASE 2

10 CONSTRUCTION SAFETY AND PHASING PLAN - PHASE 3

11 CONSTRUCTION SAFETY AND PHASING PLAN - NOTES AND DETAILS

12 EROSION AND SEDIMENT CONTROL PLAN

13 EROSION AND SEDIMENT CONTROL NOTES

14 EROSION AND SEDIMENT CONTROL DETAILS

15 LAYOUT PLAN

16 ELECTRICAL PLAN

17 ELECTRIC PANEL DETAILS

18 SCHEMATIC DIAGRAM

19 FINAL TREATMENT PLAN

20 FBO AND FED-EX - SITE PLAN

21 COAST GUARD - SITE PLAN (ADDITIVE BID)

22 FBO HANGAR - TANK DETAIL

23 FEDEX TANK DETAIL

24 COAST GUARD - TANK DETAIL 1

25 COAST GUARD - TANK DETAIL 2

26 COMINGLE TANK DETAIL

27 RECIRCULATION TANK DETAIL

28 DOSING TANK DETAIL

29 DRIP DETAILS

30 INFLUENT FILTER DETAIL

31 INFLUENT FILTER DETAILS

32 TRACER WIRE AND PIPE FITTING DETAILS

33 TRENCH DETAILS

34 BORING AND PAVEMENT DETAILS

35 PARTS LIST

EENIG

OREGON

72693PEREG

ISTERED PROFESSIONAL

OFF

W VAUGHN

EXPIRES 6/30/2026

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BASE BID SCHEDULELEGEND

ELECTRICAL LEGEND

NEWEXISTING

POH

CIVIL SYMBOLS LEGEND

EXISTING NEW

W W

SS SS

SD SD

SDSD

PROPERTY LINE

EDGE OF PAVEMENT

EDGE OF GRAVEL

CONTOUR

DITCH FLOW LINE

FENCE

STORM DRAIN

UNDER DRAIN

CULVERT

SANITARY SEWER

WATER

GAS

TELEPHONE

IRRIGATION

SLOPE SYMBOL

CATCH BASIN

STORM DRAIN MANHOLE

CLEANOUT

CULVERT END STRUCTURE

SURFACE FLOW DIRECTION

SANITARY MANHOLE

FIRE HYDRANT

WATER METER

WATER VAULT

WATER VALVE

IRRIGATION VALVE

TIE DOWN

SIGN

SURVEY CONTROL POINT

SURVEY FOUND MONUMENT

BRASS CAP

BENCHMARK

AIRPORT BEACON

ABANDONED FEATURE LINE

DEMO FEATURE LINE

HANDHOLE

POWER VAULT

DUCT MARKER

JUNCTION CAN

ELECTRICAL RISER

RUNWAY EDGE LIGHT AND THRESHOLD LIGHT

C = CLEAR

R = RED

G = GREEN

Y = YELLOW

O = OPAQUE

ABANDONED LIGHT

RUNWAY LIGHT IN PAVEMENT (FLUSH MOUNT)

REIL (RUNWAY END IDENTIFIER LIGHT)

PAPI (PRECISION APPROACH PATH INDICATOR)

TAXIWAY LIGHT (BLUE LENS)

TAXIWAY LIGHT IN PAVEMENT (FLUSH MOUNT)

RETROREFLECTIVE MARKER

POWER CIRCUIT / OVERHEAD

POWER UNDERGROUND

POWER POLE

GUY WIRE

GUIDANCE SIGN

IRR

AVIATION LEGEND

FUTUREEXISTING

OBJECT FREE AREA (OFA)

OBSTACLE FREE ZONE (OFZ)

OFZ-OFA

RUNWAY OBJECT FREE AREA

RUNWAY OBSTACLE FREE ZONE

RUNWAY PROTECTION ZONE

RUNWAY SAFETY AREA

TAXIWAY OBJECT FREE AREA

TAXILANE OBJECT FREE AREA

TAXIWAY SAFETY AREA

PROJECT NUMBER:

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

/ 2

- 2

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APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street Corvallis, OR 97333

541 754 0043

NEWPORT MUNICIPAL AIRPORT

LARGE ONSITE SEPTIC SYSTEM (L.O.S.S.)

LEGEND AND BID SCHEDULE

PRECISION APPROACH ENGINEERING, INC.

OCT 2025

EMS

JAW

GWV

ADDITIVE BID A SCHEDULE

ADDITIVE BID B SCHEDULE

EENIG

OREGON

72693PEREG

ISTERED PROFESSIONAL

OFF

W VAUGHN

EXPIRES 6/30/2026

BID ITEM SPEC. DESCRIPTION UNIT QUANTITY CONSTRUCTION

QUANTITY

1 C-102 TEMPORARY EROSION CONTROL LS 1

2 C-102 INSTALLATION AND REMOVAL OF SILT FENCE LF 350

3 C-105 MOBILIZATION LS 1

4 E-960 ABANDON SEPTIC TANKS LS 1

5 E-960 FBO SEPTIC IMPROVEMENTS LS 1

6 E-960 FEDEX SEPTIC IMPROVEMENTS LS 1

7 E-960 FINAL TREATMENT IMPROVEMENTS LS 1

8 E-960 SEPTIC TRENCH, PAVED LF 120

9 E-960 SEPTIC TRENCH, NON-PAVED LF 2,540

10 E-960 2-INCH PVC - SEPTIC LF 2,660

11 E-960 PAVEMENT REMOVAL & REPAIR SY 100

12 T-901 HYDROSEEDING Per 1,000 SF 66

13 L-108 NO. 2 AL XHHW-2 WIRE LF 1,350

14 L-108 NO. 6 AL XHHW-2 EGC WIRE LF 450

15 L-109 MISCELLANEOUS ELECTRICAL IMPROVEMENTS - FBO SEPTIC LS 1

16 L-109 MISCELLANEOUS ELECTRICAL IMPROVEMENTS - FEDEX SEPTIC LS 1

17 L-109 MISCELLANEOUS ELECTRICAL IMPROVEMENTS - FINAL TREATMENT LS 1

18 L-109 NEW ELECTRICAL METER AND SERVICE LS 1

19 L-110 ELECTRICAL TRENCH, NON-PAVED LF 316

20 L-110 2-INCH PVC ELECTRICAL CONDUIT LF 316

21 E-130 2-INCH PVC - CROSS DIRECTIONAL BORE LF 1,440

BID ITEM SPEC. DESCRIPTION UNIT QUANTITY CONSTRUCTION

QUANTITY

A-1 C-105 MOBILIZATION LS 1

A-2 E-960 ABANDON SEPTIC TANKS LS 1

A-3 E-960 COAST GUARD SEPTIC IMPROVEMENTS LS 1

A-4 E-960 SEPTIC TRENCH, NON-PAVED LF 190

A-5 E-960 2-INCH PVC - SEPTIC LF 190

A-6 E-960 PAVEMENT REMOVAL & REPAIR SY 85

A-7 T-901 HYDROSEEDING Per 1,000 SF 2

A-8 L-109 MISCELLANEOUS ELECTRICAL IMPROVEMENTS - COAST GUARD SEPTIC LS 1

BID ITEM SPEC. DESCRIPTION UNIT QUANTITY CONSTRUCTION

QUANTITY

B-1 C-105 MOBILIZATION LS 1

B-2 E-960 SEPTIC TRENCH, NON-PAVED LF 825

B-3 E-960 2-INCH PVC - SEPTIC LF 825

B-4 T-901 HYDROSEEDING Per 1,000 SF 5

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DIGITALLY SIGNED

1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL CONTRACT

PROVISIONS, AND TECHNICAL SPECIFICATIONS OF THE CONTRACT DOCUMENT FOR

REQUIREMENTS RELATING TO CONSTRUCTION SAFETY, LAYOUT WORK, QUALITY

CONTROL TESTING AND OTHER CONTRACT PROVISIONS.

2. THE CONTRACTOR, ENGINEER, OWNER, AND OTHER INVITED REPRESENTATIVES OR

GUESTS WILL CONDUCT A PRE-CONSTRUCTION MEETING PRIOR TO BEGINNING

CONSTRUCTION IN ORDER TO DISCUSS PROJECT SCHEDULE, CONSTRUCTION

REQUIREMENTS, AIRFIELD IMPACTS, AND OTHER AGENDA ITEMS RELATED TO THE

PROJECT.

3. THE CONTRACTOR SHALL OBTAIN AND THE OWNER WILL PAY FOR ANY PERMITS

NECESSARY TO COMPLETE THIS PROJECT.

4. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT ALL UTILITIES

DURING THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE

UTILITY NOTIFICATION CENTER TO LOCATE PUBLIC UTILITIES AND FOR ANY ADDITIONAL

UTILITY LOCATES INCLUDING HIRING A PRIVATE LOCATE SERVICE IF REQUIRED. ANY

UTILITIES DAMAGED IN CONJUNCTION WITH THE CONSTRUCTION ACTIVITIES SHALL BE

REPLACED AND/OR REPAIRED BY THE CONTRACTOR AS APPROVED BY THE OWNER.

5. ALL STAGING AREAS AND HAUL ROUTES, INCLUDING PUBLIC ROADS USED FOR

ACCESS, SHALL BE MAINTAINED DURING CONSTRUCTION AND SHALL BE RESTORED TO

ORIGINAL OR BETTER CONDITION AT THE COMPLETION OF PROJECT WORK.

1. THE CONTRACTOR SHALL PREPARE AND SUBMIT A "CONSTRUCTION SCHEDULE" TO THE

ENGINEER AND OWNER FOR REVIEW A MINIMUM OF 10 DAYS PRIOR TO STARTING

CONSTRUCTION OR PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, WHICHEVER

OCCURS EARLIER. THE SCHEDULE MUST BE ACCEPTABLE TO THE ENGINEER AND

OWNER PRIOR TO BEGINNING WORK.

2. THE CONSTRUCTION SCHEDULE SHALL BE REVISED ANY TIME AN ELEMENT OF WORK

DOES NOT COINCIDE WITH THE INITIAL TIME LINE PRESENTED OR IF REQUESTED BY THE

ENGINEER OR OWNER.

1. THE CONTRACTOR, ENGINEER, RPR, OWNER, OWNER'S REPRESENTATIVE AND OTHER

INVITED REPRESENTATIVES OR GUESTS WILL CONDUCT A WEEKLY CONSTRUCTION

MEETING IN ORDER TO DISCUSS ACTIVITIES ON THE PROJECT. THE MEETING SHALL BE

USED TO DISCUSS CONSTRUCTION ISSUES, PROJECT SCHEDULE, AIRCRAFT AND

CONSTRUCTION SAFETY, AND OTHER AGENDA ITEMS RELATED TO THE PROJECT.

SPECIFIC ACTIVITIES ANTICIPATED FOR THE FOLLOWING WEEK SHALL BE DISCUSSED, AND

A TWO WEEK SCHEDULE LOOK AHEAD SHALL BE PROVIDED BY THE CONTRACTOR AND

DISCUSSED. THE CONTRACTOR SHALL PREPARE AND PROVIDE THE TWO WEEK LOOK

AHEAD SCHEDULE TO THE RPR A MINIMUM OF 24 HRS PRIOR TO THE WEEKLY MEETING.

1. THE CONTRACTOR SHALL HAVE A FULL TIME SUPERINTENDENT ON THE PROJECT SITE

ANY TIME WORK IS BEING ACCOMPLISHED ON THE AIRPORT. THIS INCLUDES WORK

BEING PERFORMED BY SUBCONTRACTORS OR SERVICE PROVIDERS UNLESS

OTHERWISE APPROVED BY THE OWNER.

2. THE CONTRACTOR SHALL ASSIGN ONE PERSON TO BE THE SAFETY OFFICER DURING

THE PROJECT. THE SAFETY OFFICER SHALL BE ONSITE AT ALL TIMES WHEN WORK IS

OCCURRING IN THE AIR OPERATIONS AREA (AOA) WHEN THE AIRPORT IS OPEN UNLESS

OTHERWISE APPROVED BY THE OWNER. THE SAFETY OFFICER SHALL BE RESPONSIBLE

FOR THE EDUCATION AND TRAINING OF ALL PERSONNEL WHO WILL ACCESS AIRPORT

PROPERTY. THE OFFICER SHALL MAINTAIN RECORDS INDICATING THAT PERSONNEL

HAVE BEEN TRAINED AND ARE FAMILIAR WITH SAFETY RULES AND REGULATIONS

RELATED TO OPERATIONS AT THE AIRPORT DURING CONSTRUCTION. PERSONNEL WHO

VIOLATE SAFETY REQUIREMENTS MAY BE REMOVED FROM THE PROJECT AT THE

DISCRETION OF THE OWNER. THE SAFETY OFFICER SHALL ALSO BE RESPONSIBLE FOR

FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT.

3. THE CONTRACTOR'S SUPERINTENDENT AND SAFETY OFFICER SHALL ATTEND ALL

WEEKLY CONSTRUCTION MEETINGS.

CONTRACTOR'S SUPERINTENDENT AND SAFETY OFFICER

WEEKLY CONSTRUCTION MEETING

GENERAL NOTES CONSTRUCTION SCHEDULE

1. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE

OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR

952-001-0001 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY

CALLING THE CENTER AT (800)332-2344.

CALL 811 BEFORE YOU DIG

2. INSTALLER SHALL REQUEST AN UTILITY LOCATES BY A QUALIFIED SERVICE FOR ALL

POTENTIAL UNDERGROUND UTILITIES BEFORE EXCAVATION WORK COMMENCES.

3. ALL WORK AND MATERIAL SHALL CONFORM WITH OAR 340 DIV. 71 & 73 APPROVED

DESIGN PERMIT, AND APPROPRIATE LAWS. PERMITS RELATING (BUT NOT LIMITED TO)

PLUMBING, ELECTRICAL, AND GRADING MUST BE COORDINATED WITH THE ON-SITE

SYSTEM INSTALLER AND DESIGNER.

4. MINOR MODIFICATIONS TO ACCOMMODATE STUMPS, BOULDERS OR OTHER

UNFORESEEN OBSTACLES MAY BE NEEDED. MAJOR MODIFICATION CAN BE

PERFORMED WITHOUT RE-DESIGN AND REGULATORY APPROVAL.

5. IF THE INSTALLATION CONTRACTOR (INSTALLER) NOTES ANY CONFLICTS WITH

APPLICABLE STATE AND/OR LOCAL LAWS, RULES OR REQUIREMENTS, THEY SHALL

REQUEST A CLARIFICATION BEFORE ORDERING OR INSTALLING AFFECTED MATERIALS

OR WORK. THIS MAY INCLUDE AND IS NOT LIMITED TO SUCH FACTORS AS: LAND-USE

REGULATIONS, GRADING ORDINANCES, EROSION CONTROL DISTRICTS, HAULING

LIMITS. NO REIMBURSEMENT TO THE CONTRACTOR WILL BE PROVIDED FOR

UNAUTHORIZED WORK.

6. INSTALLER IS TO OBTAIN COPIES OF ALL NECESSARY PERMITS, AUTHORIZATIONS,

LICENSES ETC. PRIOR TO INITIATING CONSTRUCTION, INCLUDING THAT SPECIALTY

DESIGN WORK DESIGNATED TO A SUBCONTRACTOR WHICH IS DIRECTLY OR

INDIRECTLY RELATED TO THE SYSTEM CONSTRUCTION, DESIGN, DELIVERY, OR

INSTALLATION.

7. IF APPLICABLE, INSTALLER SHALL MAINTAIN ANY AND ALL SURVEY MONUMENTS,

WHICH ARE AFFECTED BY WORK AND ACTIVITIES, RELATED TO THE PROJECT.

MONUMENTS, IF DAMAGED BY THE INSTALLER, SHALL BE RESET BY A LICENSED

SURVEYOR AT THE INSTALLER'S EXPENSE.

8. ALL MATERIALS AND EQUIPMENT SHALL BE OF THE TYPE, MODEL AND BRAND LISTED

FOR THE MANUFACTURERS SPECIFIED, UNLESS OTHERWISE AUTHORIZED BY THE

SYSTEM DESIGNER. SUBSTITUTION OF MATERIALS AND EQUIPMENT SHALL RECEIVE

PRE-AUTHORIZATION AND THE CONTRACTOR/INSTALLER WILL BE RESPONSIBLE FOR

PROVIDING PERFORMANCE AND OPERATING DATA

9. EXCEPT AS SPECIFICALLY SET FORTH BY THE LAWS AND COURTS OF THE STATE OF

OREGON, THERE IS NO WARRANTY EXPRESSED OR IMPLIED, INCLUDING THE

WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE FOR THE EQUIPMENT AND

MATERIALS SPECIFIED IN THE APPROVED PLANS. THE PURCHASER OR OWNER MAY

HAVE CERTAIN RIGHTS AND RESPONSIBILITIES OF WARRANTY DIRECTLY WITH THE

MANUFACTURER OF THE INDIVIDUAL COMPONENTS.

10.INSTALLER SHALL PREPARE, MAINTAIN AND PROVIDE, AT COMPLETION OF THE

PROJECT, DRAWINGS DETAILING THE CONSTRUCTION “AS-BUILT” AND SHALL PROVIDE

THE OWNER & DESIGNER WITH THE MANUFACTURER'S CURRENT SPECIFICATION AND

OPERATING DATA ON ALL EQUIPMENT INSTALLED PRIOR TO FINAL PAYMENT TO THE

INSTALLER.

11.THE CONTRACTOR SHALL PROVIDE MANUFACTURER'S SHOP DRAWINGS AND

ENGINEERING CALCULATION SUBMITTALS FOR ALL PUMPS, TANKS & DRIPFIELD PARTS

FOR DESIGNER REVIEW.

GENERAL STANDARDS

PROJECT NUMBER:

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

/ 2

- 2

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APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street Corvallis, OR 97333

541 754 0043

NEWPORT MUNICIPAL AIRPORT

LARGE ONSITE SEPTIC SYSTEM (L.O.S.S.)

GENERAL NOTES

PRECISION APPROACH ENGINEERING, INC.

OCT 2025

EMS

JAW

GWV

EENIG

OREGON

72693PEREG

ISTERED PROFESSIONAL

OFF

W VAUGHN

EXPIRES 6/30/2026

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1. AIR-LOCK HOLE: INSTALL A 5/32” DIAMETER HOLE IN DISCHARGE PIPE BELOW OFF LEVEL

AND BELOW CHECK LEVEL.

2. DISCONNECT: PROVIDE A QUICK DISCONNECT OF NON-CORROSIVE MATERIAL WITHIN 12” OF

RISER TOP. POSITION TO ALLOW FOR REMOVAL OF PUMP AND PUMP SCREEN FOR ANNUAL

MAINTENANCE.

3. DISCONNECT: PROVIDE A QUICK DISCONNECT OF NON-CORROSIVE MATERIAL WITHIN 12” OF

RISER TOP. POSITION TO ALLOW FOR REMOVAL OF PUMP FOR ANNUAL MAINTENANCE.

4. ISOLATE VALVE: PROVIDE A GATE OR BALL VALVE WITHIN 12” OF RISER TOP, ON DISCHARGE

SIDE OF DISCONNECT. POSITION TO ALLOW FOR REMOVAL OF PUMP FOR ANNUAL

MAINTENANCE.

5. CHECK VALVE: PROVIDE CHECK VALVE BEFORE THE DISCONNECT AND ISOLATE VALVE IN

THE PUMP CHAMBER DISCHARGE ASSEMBLY.

6. CHECK VALVE: PROVIDE CHECK VALVE BEFORE THE DISCONNECT AND ISOLATE VALVE IN

THE DOSING TANK DISCHARGE ASSEMBLY.

7. ANTI-SIPHON: PROVIDE ANTI-SIPHON BEFORE THE DISCONNECT AND ISOLATE VALVE IN THE

PUMP CHAMBER DISCHARGE ASSEMBLY.

8. ANTI-SIPHON: PROVIDE ANTI-SIPHON BEFORE THE DISCONNECT AND ISOLATE VALVE.

9. DOSE/CYCLE: DESIGN ON/OFF SETTINGS TO DELIVER A MAXIMUM OF 10 % OF DAILY FLOW

TO DRIPFIELD DURING ONE CYCLE. TEST PRIOR TO CALLING FOR INSPECTION.

10.FLUSH TRANSPORT PIPE AND CHECK FOR EQUAL DISTRIBUTION FROM SPLITTERS, VALVES,

AND/OR DISTRIBUTION BOX.

11. VAULT LIFTING DEVICE: PROVIDE NON-CORROSIVE, NON-BIODEGRADABLE LIFTING DEVICES

CONNECTED TO PUMP TO REMOVE IT FOR SERVICE. SECURE DEVICE TO PREVENT

INTERFERENCE WITH PUMP AND CONTROLS.

12.FLOAT AND CONTROLS ASSEMBLY: FLOAT CONTROLS MUST BE CONNECTED TO A

SEPARATE STAND PIPE, NOT DISCHARGE LINE, WHICH IS SERVICEABLE AND ACCESSIBLE.

13.PUMP SCREEN: PROVIDE A CORROSION-RESISTANT SCREEN WITH MINIMUM TWO SQ. FT.

SURFACE AREA, WITH MAXIMUM 1/8” OPENINGS, SURROUNDING PUMP EXTENDING ABOVE

MAXIMUM PUMP LEVEL.

14.PUMP PULL ROPE: PROVIDE NON-CORROSIVE, NON-BIODEGRADABLE LIFTING DEVICE

CONNECTED TO PUMPS TO REMOVE THEM FOR SERVICE. SECURE DEVICE TO PREVENT

INTERFERENCE WITH PUMPS AND CONTROLS.

1. THE ELECTRICIAN SHALL LABEL THE CONTROL PANEL OR ELECTRICAL PANEL WITH HIS

BUSINESS NAME & THE PERMIT NUMBER AND DATE OF INSTALLATION.

2. CONTROL PANEL SHALL BE INSTALLED PER MANUFACTURER WRITTEN INSTRUCTIONS;

ALARM SHALL BE AUDIBLE FROM THE LIVING/WORKING SPACE. PUMP AND ALARM MUST BE

ON SEPARATE CIRCUITS.

3. THE CONTROL PANEL FOR ALL PUMPS MUST HAVE THE CAPABILITY TO RECORD THE

NUMBER OF ALARMS, PUMP EVENTS AND OVERRIDE EVENTS, IF APPLICABLE.

4. USE A PADLOCK OR OTHER LOCKING DEVICE TO PREVENT UNAUTHORIZED ACCESS TO THE

CONTROL PANEL. PANEL TO BE INSTALLED INSIDE ADJACENT TURF-SHED SHELTER AS

SHOWN ON THE PLANS.

5. PANEL SHALL BE INSTALLED WITH NEMA 4X RATING. PANEL ENCLOSURE SHALL MEET NEMA

4X REQUIREMENTS.

6. PANEL SHALL BE INSTALLED WITHIN 50’ OF TANK AND PREFERABLY WITHIN SIGHT OF TANK.

1. SEAL ALL JOINTS AND SEAMS WITH MANUFACTURER-APPROVED SEALANTS. PROVIDE

MATERIAL SUBMITTAL, AND ALL MEANS AND METHODS FOR TANK AND ACCESSORY

TESTING

2. ODOR PROOF; SEAL RISER LID TO CONTACT WITH CLOSED CELL PLASTIC FOAM SHEET, OR

SINGLE-SIDE ADHESIVE NEOPRENE FOAM TAPE.

3. GREASE INTERCEPTOR TANK (G1) MUST BE TRAFFIC RATED.

4. GREASE INTERCEPTOR (G1) MUST BE FITTED WITH MANHOLE COVERS IN FRAMES SET IN

PAVEMENT ABOVE THE TANK RISERS.

5. RISERS: TANKS MUST BE EQUIPPED WITH ONE PIECE WATERTIGHT RISERS, WITH MINIMUM

30” INSIDE DIAMETER, WITH TANK ACCESS BROUGHT TO 3” ABOVE FINISH GRADE. JOINTS

MUST BE SEALED INTERIOR AND EXTERIOR, AND PRESSURE TESTED PER PLANS. (SEE

ATTACHED "TANK INSPECTION AND TESTING" NOTES)

6. RISER: TANK MUST BE EQUIPPED WITH A WATERTIGHT RISER, WITH MINIMUM 18” INSIDE

DIAMETER, WITH TANK ACCESS BROUGHT TO OR ABOVE FINISH GRADE. RISER MUST BE

FIBERGLASS BONDED TO TANK ADAPTER W/ ADHESIVE.

7. KNOCKOUTS: PERFORATIONS AND UNUSED KNOCKOUTS MUST BE GROUTED OR

OTHERWISE SEALED.

8. WATERTIGHT: AFTER INSTALLATION, TANK MUST BE SUBJECT TO 24 HOUR TEST FOR

WATERTIGHTNESS. FILL TO A MAXIMUM 2” INTO RISER. MARK WATER LEVEL, TIME AND

DATE. THERE MAY BE NO MORE THAN 1 GALLON LEAKAGE OVER 24 HOUR PERIOD.

9. THE ABOVE SPECIFICATIONS ARE IN ADDITION TO AND DO NOT REPLACE THE

MANUFACTURER’S WRITTEN INSTALLATION AND TESTING PROCEDURE REQUIREMENTS.

10. ANTI-BUOYANCY: PROVIDE FOR ANTI-BUOYANCY, PER MANUFACTURER’S INSTALLATION

INSTRUCTIONS. PROVIDE COPY OF INSTRUCTIONS TO PERMITTING AUTHORITY. (FRP

TANKS ONLY)

11.HOSE BIBS TO BE INSTALLED WITHIN 100’ OF ANY TANK FITTED WITH AN EFFLUENT FILTER

OR PUMP SYSTEM.

TANK (S) CONTROL PANEL (S)

PIPE (S)

1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NEC AND OESC

WITH REQUIRED PERMITS AND INSPECTIONS.

2. ALL WIRING FOR PUMPS AND CONTROLS SHALL BE XHHW-2 UNLESS OTHERWISE

APPROVED BY ENGINEER

3. ALL INDOOR CONDUIT SHALL BE EMT WITH COMPRESSION FITTINGS; OUTDOOR AND BURIED

CONDUIT SHALL BE PVC.

4. ELECTRICAL BRANCH CIRCUIT TO EACH PUMP CONTROL SHALL BE 240V 30A SINGLE-PHASE.

WIRE SHALL BE (4) #10 CU XHHW-2.

5. INSTALL 30A 2-POLE BREAKER IN EXISTING ELECTRICAL PANELS AS DESIGNATED BY

OWNER. REARRANGE AND RELOCATE EXISTING BREAKERS AS NEEDED TO ACCOMMODATE

NEW 2-POLE BREAKER. BREAKER TO MATCH EXISTING IN PANEL.

6. WHERE THERE IS INADEQUATE AVAILABLE SPACE FOR A NEW 2-POLE BREAKER, INSTALL

SUFFICIENT NEW TANDEM BREAKERS TO REPLACE EXISTING SINGLE-POLE BREAKERS AND

RECONFIGURE CIRCUITS TO FREE UP THE REQUIRED SPACE.

7. RUN BRANCH CIRCUIT FROM ELECTRICAL PANEL TO PUMP CONTROL PANEL. TERMINATE AT

CONTROL PANEL AS REQUIRED BY MANUFACTURER.

8. PROVIDE WIRING FROM CONTROL PANEL TO PUMPS AS REQUIRED BY MANUFACTURER.

PUMPS ARE 3/4HP, 230VAC SINGLE-PHASE, 7A.

9. USE WIRING #12AWG OR LARGER FOR PUMPS, #14AWG OR LARGER FOR CONTROL

DEVICES.

10.PROVIDE WIRING FROM CONTROL PANEL TO FLOATS AS REQUIRED BY CONTROL PANEL

MANUFACTURER.

11. AT FINAL TREATMENT SYSTEM, PROVIDE TWO STEEL POSTS, EMBEDDED IN CONCRETE

FOOTINGS, WITH UNISTRUT SPANNING BETWEEN THEM TO SUPPORT PUMP CONTROL

ENCLOSURE.

12.USE FLEXIBLE WATERPROOF CONDUIT WHERE REQUIRED TO ACCOMMODATE EXPANSION

AND TO ALLOW FOR REMOVAL AND INSTALLATION OF EQUIPMENT.

ELECTRICAL COMPONENTS

1. ABANDON TANK: EXISTING SEPTIC TANKS MUST BE PUMPED, CRUSHED, AND BACK

FILLED WITH ROCK IN ACCORDANCE WITH COUNTY AND STATE OF OREGON

REQUIREMENTS. SUBMIT CERTIFICATE OF ABANDONMENT AND PUMP RECEIPT.

2. SETBACKS: MAINTAIN REQUIRED SETBACKS

3. INITIAL AND RESERVE DRAINFIELD AREAS AND SYSTEM COMPONENTS TO BE

PROTECTED WITH CONSTRUCTION FENCING, BOLLARDS, OR OTHER DEVICES

BEFORE, DURING, AND AFTER SEPTIC SYSTEM INSTALLATION.

OTHER

1. ALL PVC PIPE AND FITTINGS SHALL BE PVC SCHEDULE 40 TYPE 1 RATED FOR

PRESSURE APPLICATIONS. ALL GLUED JOINTS SHALL BE CLEANED AND PRIMED

WITH PURPLE (DYED) PVC PRIMER PRIOR TO BEING GLUED.

2. ALL CUTTING OF PVC PIPE, FLEXIBLE PVC AND DRIPPER TUBING SHALL BE

ACCOMPLISHED WITH PIPE CUTTERS APPROVED BY MANUFACTURER. NO SAWING

OF PVC, PVC FLEXIBLE OR DRIPPER TUBING ALLOWED.

3. NO WET WEATHER INSTALLATION IS PERMITTED.

4. NO ACTIVITY ON DRIP FIELD AREA OTHER THAN MINIMUM REQUIRED TO INSTALL

SYSTEM. DO NOT PARK EQUIPMENT, DRIVE LARGE EQUIPMENT OVER, OR STORE

MATERIALS ON DRIP FIELD SITE.

5. HORIZONTAL SPACING BETWEEN DRIPPER LINES AND THE INSTALLATION DEPTH

SHALL BE AS SPECIFIED IN APPROVED DESIGN.

6. AN AIR RELEASE VALVE SHALL BE PLACED AT THE HIGHEST POINT IN THE RETURN

LINE OF EACH ZONE.

7. DRIP FIELD SUPPLY AND RETURN LINES TO BE INSTALLED PER PLAN DEPTH TO

PREVENT FREEZING.

8. REMOVE ALL EXISTING UNDERGROUND UTILITIES AND REROUTE AROUND DRIP

FIELD AREA.

SUBSURFACE DRIP SYSTEM

PROJECT NUMBER:

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

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APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street Corvallis, OR 97333

541 754 0043

NEWPORT MUNICIPAL AIRPORT

LARGE ONSITE SEPTIC SYSTEM (L.O.S.S.)

CONSTRUCTION NOTES

PRECISION APPROACH ENGINEERING, INC.

OCT 2025

EMS

JAW

GWV

13.WIRING OF PUMPS AND CONTROLS SHALL BE PERFORMED BY A LICENSED ELECTRICIAN

UNDER THE AUSPICES OF AN ELECTRICAL PERMIT SECURED FROM THE LOCAL

JURISDICTION.

14.FOR DETAILS OF ELECTRICAL SYSTEM, PUMP CONTROLS, FLOATS, AND THE LEVEL OF THE

FLOAT SETTINGS SEE THE SYSTEM DESIGNER.

15.SPLICING OF WIRES AT THE SPLICE BOX INSIDE THE TANK RISERS SHALL BE DONE USING

THE HEAT SHRINK CONNECTORS PROVIDED BY THE MANUFACTURER OR WITH AN

APPROVED WATERTIGHT ELECTRICAL CONNECTOR NUT.

16.WIRING FROM THE SPLICE BOX TO THE SOURCE OR THE CONTROL PANEL SHALL BE

PROTECTED IN UL APPROVED PVC CONDUIT, CONSTRUCTED WATERTIGHT.

17.PUMP LINE VOLTAGE SHALL HAVE WATER PROOF INSULATION SUCH AS XHHW-2 WIRE FOR

ALL CONNECTIONS SHALL BE 14 GAUGE WIRE OR LARGER.

18.“SEAL OFFS” SHALL BE INSTALLED BETWEEN THE SPLICE BOX AND THE POWER SOURCE OR

CONTROL PANEL, EITHER IN THE HORIZONTAL JUST OUTSIDE THE RISER OR IN THE

VERTICAL JUST BELOW THE CONTROL PANEL OR PER CONNECTION. “SEAL OFFS” SHALL BE

INSTALLED PER MANUFACTURERS WRITTEN RECOMMENDATIONS AND SHALL BE EQUAL TO

OR BETTER THAN THE FOLLOWING: APPLETON EYF SEAL OFF BOX WITH PVC TERMINAL

ADAPTERS (THREADED), KILLARK SEALING COMPOUND, KILLARK PACKING FIBER.

19.WIRING SHALL BE COLOR CODED OR NUMBERED AND THE SCHEDULE WRITTEN INSIDE THE

CONTROL PANEL OR ON THE WIRING DIAGRAM.

20.UPON COMPLETION, THE APPARATUS SHALL BE TESTED FOR OPERATION AND

CORRECTNESS. AVAILABLE VOLTAGE, PUMP RUN VOLTAGE AND PUMP RUN AMPERAGE

SHALL BE MEASURED AND RECORDED INSIDE THE CONTROL PANEL.

21.THE WIRING DIAGRAM SHALL BE RETAINED ON SITE (PREFERABLY IN CONTROL PANEL

ENCLOSURE) AND ANY AS-BUILT NOTES OR COMMENTS ENTERED, INITIALED, AND DATED.

EENIG

OREGON

72693PEREG

ISTERED PROFESSIONAL

OFF

W VAUGHN

EXPIRES 6/30/2026

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TAXIWAY A

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TAXIW

AY E

HIGHWAY 101

PAPI

FIRE STATION

WIND CONE

AIRPORT TERMINAL

BUILDING FBO

UNITED STATES

COAST GUARD STATION

RUNWAY 2-20

RUNWAY 16-34

TAXIWAY E

LOCALIZER

VORTAC

ELECTRICAL EQUIPMENT

BUILDING (EEB)

GLIDE SLOPE ANTENNA

AWOS

CONTRACTOR

STAGING AREA

CONTRACTOR'S

HAUL ROUTE

ACCESS GATE, COORDINATE

ACCESS WITH RPR PRIOR TO

CONSTRUCTION

W W

NEW SEPTIC

SEWER SYSTEM

NEW TANK

FARM AREA

NEW GEOFLOW

DRIPFIELD

FEDEX

digsafelyoregon.com

CALL 48 HOURS BEFORE YOU DIG

PROJECT NUMBER:

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

/ 2

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THIS DRAWING IS INTENDED

TO BE PRINTED IN COLOR.

PRINTING IN BLACK AND

WHITE MAY REDUCE

READABILITY AND ALTER

ENTITY DEFINITION OR

REPRESENTATION.

PRINT IN COLOR

APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street Corvallis, OR 97333

541 754 0043

NEWPORT MUNICIPAL AIRPORT

LARGE ONSITE SEPTIC SYSTEM (L.O.S.S.)

SITE PLAN

PRECISION APPROACH ENGINEERING, INC.

OCT 2025

EMS

JAW

GWV

SCALE IN FEET

250 500

N O

R T H

EENIG

OREGON

72693PEREG

ISTERED PROFESSIONAL

OFF

W VAUGHN

EXPIRES 6/30/2026

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SSSSSSSSSS

SSSSSSSS

SSSSSSSSSS

W W

N O

PROJECT NUMBER:

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

/ 2

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dw g

THIS DRAWING IS INTENDED

TO BE PRINTED IN COLOR.

PRINTING IN BLACK AND

WHITE MAY REDUCE

READABILITY AND ALTER

ENTITY DEFINITION OR

REPRESENTATION.

PRINT IN COLOR

APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street Corvallis, OR 97333

541 754 0043

NEWPORT MUNICIPAL AIRPORT

LARGE ONSITE SEPTIC SYSTEM (L.O.S.S.)

BID SCHEDULE LIMITS

PRECISION APPROACH ENGINEERING, INC.

OCT 2025

EMS

JAW

GWV

PIPE/CONDUIT INSTALLATION (BASE BID)

FBO AREA (BASE BID), SEE NOTE 1

FEDEX AREA (BASE BID), SEE NOTE 2

FINAL TREATMENT AREA (BASE BID), SEE NOTE 3

COAST GUARD AREA (ADDITIVE BID A), SEE NOTE 4

PIPE INSTALLATION (ADDITIVE BID A)

PIPE INSTALLATION (ADDITIVE BID B)

LEGEND

SCALE IN FEET

8040 160

1. ALL WORK WITHIN FBO AREA SHALL BE PAID UNDER THE FOLLOWING ITEMS: FBO SEPTIC

IMPROVEMENTS, PAVEMENT REMOVAL AND REPAIR, MISCELLANEOUS ELECTRICAL

IMPROVEMENTS - FBO, AND HYDROSEEDING.

2. ALL WORK WITHIN FEDEX AREA SHALL BE PAID UNDER THE FOLLOWING BID ITEMS: FEDEX

SEPTIC IMPROVEMENTS, PAVEMENT REMOVAL AND REPAIR, MISCELLANEOUS ELECTRICAL

IMPROVEMENTS - FEDEX, AND HYDROSEEDING.

3. ALL WORK WITHIN FINAL TREATMENT AREA SHALL BE PAID UNDER THE FOLLOWING BID ITEMS:

FINAL TREATMENT IMPROVEMENTS, MISCELLANEOUS ELECTRICAL IMPROVEMENTS - FINAL

TREATMENT, AND HYDROSEEDING.

4. ALL WORK WITHIN COAST GUARD AREA SHALL BE PAID UNDER THE FOLLOWING ITEMS: COAST

GUARD SEPTIC IMPROVEMENTS, PAVEMENT REMOVAL AND REPAIR, MISCELLANEOUS

ELECTRICAL IMPROVEMENTS - COAST GUARD SEPTIC, AND HYDROSEEDING.

NOTES

FBO BUILDING

FEDEX

BUILDING

COAST GUARD BUILDING

EENIG

OREGON

72693PEREG

ISTERED PROFESSIONAL

OFF

W VAUGHN

EXPIRES 6/30/2026

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WOOD

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ACCESS RAMP

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ADA RAMP

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300'

RUNWAY 16-34 RUNWAY

OBJECT FREE AREA (ROFA)

RUNWAY 16-34 RUNWAY

SAFETY AREA (RSA)

300'

TAXIWAY SAFETY AREA (TSA),

TYPICAL ALL TAXIWAYS

79'

RUNWAY 16-34

RUNWAY 2-20

TAXIWAY A

TAXIWAY E

TAXIW

AY E

TWY A TAXIWAY B

N O

R T H

0 100 200 400

SCALE IN FEET

RSA TO STRUCTURAL EDGE

OF PAVEMENT (SEOP)

ROFA TO STRUCTURAL EDGE

OF PAVEMENT (SEOP)

PAVEMENT WIDTH

RSA WIDTH

ROFA WIDTH

STRUCTURAL EDGE OF PAVEMENT

DEFINED BY OUTSIDE OF EDGE STRIPE

OR EDGE OF PAVEMENT

CRITICAL AREA DETAIL 1

7NTS

PROJECT NUMBER:

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

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THIS DRAWING IS INTENDED

TO BE PRINTED IN COLOR.

PRINTING IN BLACK AND

WHITE MAY REDUCE

READABILITY AND ALTER

ENTITY DEFINITION OR

REPRESENTATION.

PRINT IN COLOR

APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street Corvallis, OR 97333

541 754 0043

NEWPORT MUNICIPAL AIRPORT

LARGE ONSITE SEPTIC SYSTEM (L.O.S.S.)

CONSTRUCTION SAFETY AND PHASING

PLAN - CRITICAL AREAS

PRECISION APPROACH ENGINEERING, INC.

AIG NO. 3-41-0040-0XX-20XX

OCT 2025

EMS

JAW

GWV

NOTES

1. ACRONYMS:

RSA RUNWAY SAFETY AREA

ROFA RUNWAY OBJECT FREE AREA

TSA TAXIWAY/TAXILANE SAFETY AREA

TOFA TAXIWAY/TAXILANE OBJECT FREE AREA

SEOP STRUCTURAL EDGE OF PAVEMENT

2. SEE CRITICAL AREA DETAIL FOR DEFINITION OF WIDTHS1

CRITICAL AREA DIMENSIONS TABLE

LENGTH BEYOND RUNWAY END

AREAS PAVEMENT

WIDTH

RSA/TSA

WIDTH

RSA/TSA

TO SEOP

OFA/TOFA

WIDTH

OFA/TOFA

TO SEOP OFZ WIDTH OFZ TO

SEOP RSA OFA OFZ

RWY 16-34 100' 150' 25' 500' 200' 400' 150' 300' 300' 200'

RWY 2-20 720 150' 45' 500' 220' 400' 170' 300' 300' 200'

TAXIWAY A 35' 79' 22' 131' 48'

TAXIWAY B 600 79' 14.5' 131' 40.5

TAXIWAY C 35' - 50' 79' 14.5'-22' 131' 40.5'-48'

TAXIWAY D 35' 79' 22' 131' 48'

TAXIWAY E 50' 79' 14.5' 131' 40.5'

EENIG

OREGON

72693PEREG

ISTERED PROFESSIONAL

OFF

W VAUGHN

EXPIRES 6/30/2026

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LOCALIZER

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SECURITY FENCE, TYP

UNITED STATES

COAST GUARD

PAPI

LOCALIZER

REIL

SECURITY FENCE

AUTOMATED VEHICLE GATE

CONTRACTOR'S ACCESS

TERMINAL BUILDING (FBO)

RUNWAY 16-34

TAXIWAY E

T/ W

HIGHWAY 101

TAXIW

AY E

84TH ST

CONTRACTOR'S STAGING AREA

GENERAL AVIATION APRON

PHASE 1 APPROXIMATE WORK LIMITS

WORK DURING THIS PHASE TO INCLUDE:

· DRIP FIELD INSTALLATION

· TANK FARM INSTALLATION

· FORCE MAIN INSTALLATION

· DRY LINE INSTALLATION

· ELECTRICAL IMPROVEMENTS

SEE NOTE 3 AND 4

FEDEX

RUNWAY 2-20

TAXIWAY A

BASE BID

ADDITIVE BID B

PROJECT NUMBER:

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

/ 2

- 2

:3 7p m jw ad e

\n pt

5-lo ss

\D W

G \S he et s\ N

5- Ph as in g.

dw g

THIS DRAWING IS INTENDED

TO BE PRINTED IN COLOR.

PRINTING IN BLACK AND

WHITE MAY REDUCE

READABILITY AND ALTER

ENTITY DEFINITION OR

REPRESENTATION.

PRINT IN COLOR

APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street Corvallis, OR 97333

541 754 0043

NEWPORT MUNICIPAL AIRPORT

LARGE ONSITE SEPTIC SYSTEM (L.O.S.S.)

CONSTRUCTION SAFETY AND

PHASING PLAN - PHASE 1

PRECISION APPROACH ENGINEERING, INC.

AIG NO. 3-41-0040-0XX-20XX

OCT 2025

EMS

JAW

GWV

LANCE VANDERBECK OFFICE: (541) 867-7422

CELL: (541) 530-1364

24-HOUR EMERGENCY CONTACT

N O

SCALE IN FEET

150 300

ALL ELEMENTS OF WORK TO BE COMPLETED WITHIN THE TOTAL PROJECT CALENDAR DAY COUNT, UNLESS OTHERWISE NOTED.

PHASE

AIR OPERATIONS AREA (AOA) IMPACT,

SEE GENERAL NOTE 2, SHEET 11

MAXIMUM NUMBER OF

CALENDAR DAYS

ALLOWED, SEE NOTE B

ALLOWABLE DAILY WORK

PERIOD, (LOCAL TIME),

SEE NOTE A

WORK ELEMENTS TO COINCIDE WITH AREAS IDENTIFIED IN CONSTRUCTION PLANS

PROJECT CONSTRUCTION TIME

NOTES:

A. UNLESS OTHERWISE APPROVED BY THE ENGINEER.

B. IF THE CONTRACTOR FAILS TO COMPLETE THE PHASE WITHIN THE SPECIFIED TIME PERIOD, LIQUIDATED

DAMAGES WILL BE ASSESSED. SEE SPECIFICATIONS.

NONE

07:00-19:00

30 LEGEND

AIRCRAFT OPERATIONS, SEE CONSTRUCTION PLAN

GENERAL NOTE 7, SHEET 11

CONSTRUCTION TRAFFIC, SEE CONSTRUCTION PLAN

GENERAL NOTE 7, SHEET 11

1. SEE CONSTRUCTION PLAN GENERAL NOTES, SHEET 11, FOR

ADDITIONAL REQUIREMENTS.

2. IF NECESSARY, CONTRACTOR TO PLACE LOW PROFILE BARRICADES

AND/OR CONES AT TRAFFIC ACCESS POINTS AND PROVIDE OTHER

TRAFFIC DELINEATION AS DIRECTED BY THE ENGINEER.

3. CONTRACTOR ACCESS TO WORK AREA REQUIRES CROSSING

ACTIVE TAXILANES. CONTRACTOR MUST HAVE APPROVAL FROM THE

OWNER PRIOR TO ANY VEHICLES ENTERING ACTIVE AREAS.

4. PERSONNEL OR VEHICLES LOCATED IN OR CROSSING ACTIVE AREAS

MUST HAVE A WORKING TWO-WAY RADIO, BE UNDER THE DIRECTION

OF CONTRACTOR FURNISHED FLAGGERS, OR BE ESCORTED BY A

VEHICLE WITH A RADIO.

5. CONTRACTOR SHALL NOT LEAVE OR PLACE FOREIGN OBJECT

DEBRIS (FOD) ON OR NEAR ACTIVE AREAS. MATERIALS TRACKED

ONTO ACTIVE AREAS SHALL BE REMOVED IMMEDIATELY BY THE

CONTRACTOR.

6. WHEN THE CONTRACTOR AND/OR ANY OF ITS SUBCONTRACTORS,

SUPPLIERS, OR AGENTS ARE ON AN TAXILANE, EVEN IF

TEMPORARILY CLOSED, THEY SHALL YIELD RIGHT OF WAY TO

AIRCRAFT AT ALL TIMES. ANY PERSON OR VEHICLE TRANSITING THE

TAXILANE SHALL YIELD BY STOPPING IN PLACE AND WAITING FOR

THE AIRCRAFT TO PASS OR MAKE ITS INTENTIONS KNOWN PRIOR TO

PROCEEDING.

NOTES

EENIG

OREGON

72693PEREG

ISTERED PROFESSIONAL

OFF

W VAUGHN

EXPIRES 6/30/2026

AutoCAD SHX Text

LOCALIZER

AutoCAD SHX Text D

AutoCAD SHX Text

VASI LIGHTS

AutoCAD SHX Text

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AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text J

SECURITY FENCE, TYP

UNITED STATES

COAST GUARD

PAPI

LOCALIZER

REIL

SECURITY FENCE

AUTOMATED VEHICLE GATE

CONTRACTOR'S ACCESS

TERMINAL BUILDING (FBO)

RUNWAY 16-34

TAXIWAY E

T/ W

HIGHWAY 101

TAXIW

AY E

84TH ST

CONTRACTOR'S STAGING AREA

W W

GENERAL AVIATION APRON

PHASE 2 APPROXIMATE WORK LIMITS

WORK DURING THIS PHASE TO INCLUDE:

· FORCE MAIN INSTALLATION

· DRY LINE INSTALLATION

· TANK INSTALLATION (ADDITIVE)

· ELECTRICAL IMPROVEMENTS (ADDITIVE)

SEE NOTE 3 AND 4

FEDEX

RUNWAY 2-20

TAXIWAY A

BASE BID

ADDITIVE BID A

PROJECT NUMBER:

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

/ 2

- 2

:3 7p m jw ad e

\n pt

5-lo ss

\D W

G \S he et s\ N

5- Ph as in g.

dw g

THIS DRAWING IS INTENDED

TO BE PRINTED IN COLOR.

PRINTING IN BLACK AND

WHITE MAY REDUCE

READABILITY AND ALTER

ENTITY DEFINITION OR

REPRESENTATION.

PRINT IN COLOR

APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street Corvallis, OR 97333

541 754 0043

NEWPORT MUNICIPAL AIRPORT

LARGE ONSITE SEPTIC SYSTEM (L.O.S.S.)

CONSTRUCTION SAFETY AND

PHASING PLAN - PHASE 2

PRECISION APPROACH ENGINEERING, INC.

AIG NO. 3-41-0040-0XX-20XX

OCT 2025

EMS

JAW

GWV

ALL ELEMENTS OF WORK TO BE COMPLETED WITHIN THE TOTAL PROJECT CALENDAR DAY COUNT, UNLESS OTHERWISE NOTED.

PHASE

AIR OPERATIONS AREA (AOA) IMPACT,

SEE GENERAL NOTE 2, SHEET 11

MAXIMUM NUMBER OF

CALENDAR DAYS

ALLOWED, SEE NOTE B

ALLOWABLE DAILY WORK

PERIOD, (LOCAL TIME),

SEE NOTE A

WORK ELEMENTS TO COINCIDE WITH AREAS IDENTIFIED IN CONSTRUCTION PLANS

PROJECT CONSTRUCTION TIME

NOTES:

A. UNLESS OTHERWISE APPROVED BY THE ENGINEER.

B. IF THE CONTRACTOR FAILS TO COMPLETE THE PHASE WITHIN THE SPECIFIED TIME PERIOD, LIQUIDATED

DAMAGES WILL BE ASSESSED. SEE SPECIFICATIONS.

NONE

07:00-19:00

30 LEGEND

AIRCRAFT OPERATIONS, SEE CONSTRUCTION PLAN

GENERAL NOTE 7, SHEET 11

CONSTRUCTION TRAFFIC, SEE CONSTRUCTION PLAN

GENERAL NOTE 7, SHEET 11

1. SEE CONSTRUCTION PLAN GENERAL NOTES, SHEET 11, FOR

ADDITIONAL REQUIREMENTS.

2. IF NECESSARY, CONTRACTOR TO PLACE LOW PROFILE BARRICADES

AND/OR CONES AT TRAFFIC ACCESS POINTS AND PROVIDE OTHER

TRAFFIC DELINEATION AS DIRECTED BY THE ENGINEER.

3. CONTRACTOR ACCESS TO WORK AREA REQUIRES CROSSING

ACTIVE TAXILANES. CONTRACTOR MUST HAVE APPROVAL FROM THE

OWNER PRIOR TO ANY VEHICLES ENTERING ACTIVE AREAS.

4. PERSONNEL OR VEHICLES LOCATED IN OR CROSSING ACTIVE AREAS

MUST HAVE A WORKING TWO-WAY RADIO, BE UNDER THE DIRECTION

OF CONTRACTOR FURNISHED FLAGGERS, OR BE ESCORTED BY A

VEHICLE WITH A RADIO.

5. CONTRACTOR SHALL NOT LEAVE OR PLACE FOREIGN OBJECT

DEBRIS (FOD) ON OR NEAR ACTIVE AREAS. MATERIALS TRACKED

ONTO ACTIVE AREAS SHALL BE REMOVED IMMEDIATELY BY THE

CONTRACTOR.

6. WHEN THE CONTRACTOR AND/OR ANY OF ITS SUBCONTRACTORS,

SUPPLIERS, OR AGENTS ARE ON AN TAXILANE, EVEN IF

TEMPORARILY CLOSED, THEY SHALL YIELD RIGHT OF WAY TO

AIRCRAFT AT ALL TIMES. ANY PERSON OR VEHICLE TRANSITING THE

TAXILANE SHALL YIELD BY STOPPING IN PLACE AND WAITING FOR

THE AIRCRAFT TO PASS OR MAKE ITS INTENTIONS KNOWN PRIOR TO

PROCEEDING.

NOTES

LANCE VANDERBECK OFFICE: (541) 867-7422

CELL: (541) 530-1364

24-HOUR EMERGENCY CONTACT

N O

SCALE IN FEET

150 300

EENIG

OREGON

72693PEREG

ISTERED PROFESSIONAL

OFF

W VAUGHN

EXPIRES 6/30/2026

AutoCAD SHX Text

LOCALIZER

AutoCAD SHX Text D

AutoCAD SHX Text

VASI LIGHTS

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text J

SECURITY FENCE, TYP

UNITED STATES

COAST GUARD

PAPI

LOCALIZER

REIL

SECURITY FENCE

AUTOMATED VEHICLE GATE

CONTRACTOR'S ACCESS

TERMINAL BUILDING (FBO)

RUNWAY 16-34

TAXIWAY E

T/ W

HIGHWAY 101

TAXIW

AY E

84TH ST

CONTRACTOR'S STAGING AREA

W W

GENERAL AVIATION APRON

PHASE 3 APPROXIMATE WORK LIMITS

WORK DURING THIS PHASE TO INCLUDE:

· FORCE MAIN INSTALLATION

· TANK INSTALLATION

· ELECTRICAL IMPROVEMENTS

SEE NOTE 3 AND 4

FEDEX

RUNWAY 2-20

TAXIWAY A

PROJECT NUMBER:

SHEET NO.

SCALE:

DESIGN:

REVISION

NUMBER:

CHECKED:

DRAWN:

DATE:

REVISIONS: APPD.DATE

/ 2

- 2

:3 7p m jw ad e

\n pt

5-lo ss

\D W

G \S he et s\ N

5- Ph as in g.

dw g

THIS DRAWING IS INTENDED

TO BE PRINTED IN COLOR.

PRINTING IN BLACK AND

WHITE MAY REDUCE

READABILITY AND ALTER

ENTITY DEFINITION OR

REPRESENTATION.

PRINT IN COLOR

APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street Corvallis, OR 97333

541 754 0043

NEWPORT MUNICIPAL AIRPORT

LARGE ONSITE SEPTIC SYSTEM (L.O.S.S.)

CONSTRUCTION SAFETY AND

PHASING PLAN - PHASE 3

PRECISION APPROACH ENGINEERING, INC.

AIG NO. 3-41-0040-0XX-20XX

OCT 2025

EMS

JAW

GWV

ALL ELEMENTS OF WORK TO BE COMPLETED WITHIN THE TOTAL PROJECT CALENDAR DAY COUNT, UNLESS OTHERWISE NOTED.

PHASE

AIR OPERATIONS AREA (AOA) IMPACT,

SEE GENERAL NOTE 2, SHEET 11

MAXIMUM NUMBER OF

CALENDAR DAYS

ALLOWED, SEE NOTE B

ALLOWABLE DAILY WORK

PERIOD, (LOCAL TIME),

SEE NOTE A

WORK ELEMENTS TO COINCIDE WITH AREAS IDENTIFIED IN CONSTRUCTION PLANS

PROJECT CONSTRUCTION TIME

NOTES:

A. UNLESS OTHERWISE APPROVED BY THE ENGINEER.

B. IF THE CONTRACTOR FAILS TO COMPLETE THE PHASE WITHIN THE SPECIFIED TIME PERIOD, LIQUIDATED

DAMAGES WILL BE ASSESSED. SEE SPECIFICATIONS.

NONE

07:00-19:00

30 LEGEND

AIRCRAFT OPERATIONS, SEE CONSTRUCTION PLAN

GENERAL NOTE 7, SHEET 11

CONSTRUCTION TRAFFIC, SEE CONSTRUCTION PLAN

GENERAL NOTE 7, SHEET 11

1. SEE CONSTRUCTION PLAN GENERAL NOTES, SHEET 11, FOR

ADDITIONAL REQUIREMENTS.

2. IF NECESSARY, CONTRACTOR TO PLACE LOW PROFILE BARRICADES

AND/OR CONES AT TRAFFIC ACCESS POINTS AND PROVIDE OTHER

TRAFFIC DELINEATION AS DIRECTED BY THE ENGINEER.

3. CONTRACTOR ACCESS TO WORK AREA REQUIRES CROSSING

ACTIVE TAXILANES. CONTRACTOR MUST HAVE APPROVAL FROM THE

OWNER PRIOR TO ANY VEHICLES ENTERING ACTIVE AREAS.

4. PERSONNEL OR VEHICLES LOCATED IN OR CROSSING ACTIVE AREAS

MUST HAVE A WORKING TWO-WAY RADIO, BE UNDER THE DIRECTION

OF CONTRACTOR FURNISHED FLAGGERS, OR BE ESCORTED BY A

VEHICLE WITH A RADIO.

5. CONTRACTOR SHALL NOT LEAVE OR PLACE FOREIGN OBJECT

DEBRIS (FOD) ON OR NEAR ACTIVE AREAS. MATERIALS TRACKED

ONTO ACTIVE AREAS SHALL BE REMOVED IMMEDIATELY BY THE

CONTRACTOR.

6. WHEN THE CONTRACTOR AND/OR ANY OF ITS SUBCONTRACTORS,

SUPPLIERS, OR AGENTS ARE ON AN TAXILANE, EVEN IF

TEMPORARILY CLOSED, THEY SHALL YIELD RIGHT OF WAY TO

AIRCRAFT AT ALL TIMES. ANY PERSON OR VEHICLE TRANSITING THE

TAXILANE SHALL YIELD BY STOPPING IN PLACE AND WAITING FOR

THE AIRCRAFT TO PASS OR MAKE ITS INTENTIONS KNOWN PRIOR TO

PROCEEDING.

NOTES

LANCE VANDERBECK OFFICE: (541) 867-7422

CELL: (541) 530-1364

24-HOUR EMERGENCY CONTACT

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72693PEREG

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APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street Corvallis, OR 97333

541 754 0043

NEWPORT MUNICIPAL AIRPORT

LARGE ONSITE SEPTIC SYSTEM (L.O.S.S.)

CONSTRUCTION SAFETY AND

PHASING PLAN - NOTES AND DETAILS

PRECISION APPROACH ENGINEERING, INC.

AIG NO. 3-41-0040-0XX-20XX

OCT 2025

EMS

JAW

GWV

SIDE VIEW

TOP VIEW

96"

NOTES:

1. PROVIDE BARRICADE CAPABLE OF BEING FILLED WITH WATER. IF ALTERNATE METHOD

OF ANCHORING IS USED IT SHALL NOT CAUSE DAMAGE TO PAVEMENT.

2. BARRICADE TO BE CAPABLE OF BEING DEPLOYED BY ONE PERSON WHEN EMPTY.

3. CONTRACTOR SHALL MAINTAIN ALL LIGHTS IN WORKING ORDER FOR THE DURATION OF

THE PROJECT. CONTRACTOR SHALL REPLACE FLAGS AS NECESSARY OR AS DIRECTED

BY THE RPR DUE TO DETERIORATION.

4. BARRICADES TO BE PROVIDED BY THE CONTRACTOR ARE INCIDENTAL TO THE

MOBILIZATION BID ITEM AND ARE PROPERTY OF THE CONTRACTOR UPON COMPLETION

OF THE PROJECT.

RED

FLASHING

LIGHT, TYP

ORANGE

FLAG

PORTABLE PLASTIC BARRICADE DETAIL 1

11NTS

CONSTRUCTION PLAN GENERAL NOTES

1. EXCEPT FOR CLOSURES NOTED, AIRPORT AND AIR OPERATIONS AREAS (AOAS) TO REMAIN OPEN TO AIRCRAFT OPERATIONS

DURING ENTIRE COURSE OF WORK. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. CONTRACTOR SHALL COORDINATE WORK TO ASSURE MINIMUM INCONVENIENCE TO AIRPORT OPERATIONS. IN ALL CIRCUMSTANCES SAFETY

SHALL TAKE PRECEDENCE.

2. WORK WITHIN THE TAXIWAY OBJECT FREE AREA (TOFA) OR TAXILANE OBJECT FREE AREA (TLOFA) WILL REQUIRE CLOSURE OF IMPACTED TAXIWAY / TAXILANE. PROJECT DOES NOT INCLUDE WORK WITHIN THE RUNWAY OBJECT FREE AREA (ROFA), RUNWAY OBSTACLE FREE ZONE (ROFZ) OR RUNWAY SAFETY AREA (RSA). SEE AIRFIELD CRITICAL AREAS DRAWING FOR

LIMITS.

3. THE CONTRACTOR SHALL PROVIDE SUFFICIENT LEAD TIME FOR REQUIRED NOTIFICATIONS WITH PROJECT STAKEHOLDERS AND THE FEDERAL AVIATION ADMINISTRATION (FAA). THIS WILL REQUIRE SUBMITTAL OF A PRELIMINARY SCHEDULE TO INCLUDE START DATES FOR INDIVIDUAL PHASES AND DATES FOR AIRPORT FACILITIES IMPACTS WITHIN 15 CALENDAR DAYS AFTER EXECUTION OF THE CONSTRUCTION CONTRACT. A REVISED "CONSTRUCTION SCHEDULE" WILL BE PREPARED IN CONJUNCTION WITH THE PRE-CONSTRUCTION MEETING. THE CONTRACTOR SHALL NOTIFY THE OWNER WITH REQUESTS FOR NOTICES TO AIRMEN (NOTAMS) 48 HOURS PRIOR TO IMPLEMENTATION. CONTRACTOR SHALL COORDINATE WITH RESIDENT PROJECT REPRESENTATIVE (RPR) FOR CONSTRUCTION RELATED AOA CLOSURES. CLOSURES ARE SUBJECT TO

APPROVAL BY THE OWNER.

4. CONTRACTOR SHALL DELINEATE LOCATION OF THE ROFZ, TOFA, AND TLOFA AT TRAFFIC ACCESS POINTS, AND PROVIDE OTHER FIELD DELINEATION TO SEPARATE CONSTRUCTION ACTIVITIES FROM AIRPORT OPERATIONS AS DIRECTED BY THE RPR. DELINEATION WITHIN THE TLOFA SHALL BE LOW PROFILE AND SHALL NOT PRESENT A HAZARD TO AIRCRAFT. CONES, STAKES, OR OTHER METHODS AS APPROVED BY THE RPR MAY BE USED OUTSIDE THE ROFZ, TOFA, AND TLOFA.

5. BARRICADES, LIGHTS, AND OTHER CONSTRUCTION CONTROL DEVICES FURNISHED, PLACED, AND MAINTAINED BY THE CONTRACTOR SHALL BE PROVIDED AT VARIOUS LOCATIONS, AS NECESSARY TO ADEQUATELY SEPARATE CONSTRUCTION

ACTIVITIES FROM THE AOA.

6. PRIOR TO REOPENING A CLOSED TAXIWAY, APRON, OR TAXILANE FOR OPERATIONS THE CONTRACTOR SHALL PROVIDE ADEQUATE TIME FOR THE RPR OR OWNER TO INSPECT FOR CLEANLINESS AND CONFORMANCE TO REGULATIONS INCLUDING MARKING REQUIREMENTS. THE TIME NEEDED FOR INSPECTION AND POSSIBLE NECESSARY CORRECTIVE ACTION SHALL BE

INCLUDED WITHIN THE ALLOWED CLOSURE PERIOD.

7. WORK AREAS SHOWN IN PHASING PLANS ARE APPROXIMATE. SEE APPROPRIATE DRAWINGS FOR SPECIFIC WORK LIMITS.

CONTRACTOR SHALL COORDINATE ALL WORK ELEMENTS COMPATIBLE WITH INTENDED PHASE UNLESS OTHERWISE APPROVED BY THE RPR OR OWNER. AIRCRAFT OPERATIONS ROUTES SHOWN ARE APPROXIMATE AND ARE NOT LIMITED TO LOCATIONS SHOWN. CONTRACTOR SHALL REMAIN CLEAR OF AIRCRAFT OPERATIONS AT ALL TIMES.

8. CONTRACTOR SHALL NOT BLOCK VEHICLE ACCESS ROADS OR GATES AT ANY TIME.

9. LOCATION OF THE CONTRACTOR'S STAGING AREAS ARE APPROXIMATE. VERIFY LIMITS AND LOCATIONS WITH ENGINEER

PRIOR TO MOBILIZATION.

10. ALL VEHICLES NOT ESSENTIAL FOR CONSTRUCTION, INCLUDING CONTRACTOR-EMPLOYEE VEHICLES SHALL REMAIN OUTSIDE OF AIR OPERATIONS AREA. PARKING SHALL BE CONFINED TO THE CONTRACTOR'S STAGING AREA.

11. ALL PORTIONS OF WORK NOT COVERED BY PAYMENT UNDER A SPECIFIC BID ITEM OR LISTED AS INCIDENTAL TO A BID ITEM

SHALL BE CONSIDERED INCIDENTAL TO THE MOBILIZATION BID ITEM.

12. THE CONTRACTOR SHALL USE AND MONITOR THE AIRPORT'S COMMON TRAFFIC ADVISORY FREQUENCY (CTAF), 122.80 MHZ.

13. THE CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY MEASURES THAT MAY BE REQUIRED BY THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION AS NEEDED TO PROVIDE A SAFE ENVIRONMENT FOR AIRCRAFT OPERATIONS AND TO

COMPLY WITH THE PROJECT CONSTRUCTION SAFETY AND PHASING PLAN.

EENIG

OREGON

72693PEREG

ISTERED PROFESSIONAL

OFF

W VAUGHN

EXPIRES 6/30/2026

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THIS DRAWING IS INTENDED

TO BE PRINTED IN COLOR.

PRINTING IN BLACK AND

WHITE MAY REDUCE

READABILITY AND ALTER

ENTITY DEFINITION OR

REPRESENTATION.

PRINT IN COLOR

APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street Corvallis, OR 97333

541 754 0043

NEWPORT MUNICIPAL AIRPORT

LARGE ONSITE SEPTIC SYSTEM (L.O.S.S.)

EROSION AND SEDIMENT

CONTROL PLAN

PRECISION APPROACH ENGINEERING, INC.

AIG NO. 3-41-0040-0XX-20XX

OCT 2025

EMS

JAW

GWV

N O

SILT FENCE, SEE DETAIL

STABILIZED CONSTRUCTION ENTRANCE, SEE DETAIL

CONCRETE WASHOUT, SEE DETAIL

PERMANENT SEEDING

DUST CONTROL

DIRECTION OF FLOW

LEGEND - STANDARD PRACTICE CODING SYSTEM

SF 1

1. SEED USED FOR HYDROSEEDING COMPOSED OF T-901 MIX

SPECIFICATIONS UNLESS OTHERWISE AUTHORIZED.

2. ADD OTHER BEST MANAGEMENT PRACTICES REQUIRED OR DIRECTED

BY THE RPR, OR AS OTHERWISE REQUIRED FOR PERMIT COMPLIANCE.

3. EROSION CONTROL ITEMS TO BE PLACED PRIOR TO AND AFTER ANY

LAND-ALTERING ACTIVITY. EROSION CONTROL ITEMS TO BE PLACED

SHALL BE COMPATIBLE WITH PROJECT PHASING AND AS DIRECTED BY

THE RPR.

4. HYDROSEEDING SHALL BE PERFORMED AT THE COMPLETION OF EACH

CONSTRUCTION PHASE, AT THE COMPLETION OF ALL WORK IN EACH

CONSTRUCTION AREA, OR AS DIRECTED BY THE RPR, SEE

SPECIFICATIONS.

5. EROSION CONTROL ITEMS TO BE EFFECTIVELY MAINTAINED UNTIL SITE

HAS BEEN STABILIZED WITH PERMANENT EROSION CONTROL

MEASURES AS DETERMINED BY THE RPR.

6. CONTRACTOR SHALL SWEEP, CLEAN AND MAINTAIN PAVED AREAS AND

HAUL ROUTES TO PREVENT TRACK-OUT ONTO LOCAL ROADS. ALL

CONSTRUCTION ROUTES ON AIRPORT PAVEMENTS WHICH HAVE DUAL

USE WITH AIRCRAFT TRAFFIC SHALL BE PROMPTLY CLEANED AFTER

EACH PASSING.

7. AREAS DISTURBED BY CONSTRUCTION ACTIVITY, INCLUDING STAGING

AND DISPOSAL AREAS, SHALL BE COVERED BY HYDRAULICALLY

APPLIED SEED AND TACKING AGENTS, VERIFY LOCATIONS WITH RPR,

SEE SPECIFICATIONS. PROJECT STAGING AREA SHALL BE SEEDED AT

THE END OF THE PROJECT AT THE CONTRACTOR'S EXPENSE. ANY

AREAS DISTURBED BY THE CONTRACTOR OUTSIDE DESIGNATED

AREAS SHALL BE RESEEDED AT THE CONTRACTOR'S EXPENSE WITH

T-901 HYDROSEEDING.

8. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEASURES THAT MAY BE

REQUIRED BY THE CONTRACTORS MEANS AND METHODS OF

CONSTRUCTION AS NEEDED TO CONTROL EROSION AND SEDIMENT AT

THE CONSTRUCTION SITE AND TO PREVENT VIOLATION OF SURFACE

WATER QUALITY, GROUND WATER QUALITY, OR SEDIMENT

MANAGEMENT STANDARDS AND SHALL COMPLY WITH ALL APPLICABLE

FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES AND STANDARDS.

CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR PERMIT

COMPLIANCE AND APPLICABLE REQUIREMENTS.

9. THE CONTRACTOR SHALL USE APPROVED METHODS TO PREVENT

DUST AND SAND FROM BLOWING INTO AIRPORT OPERATIONS AREAS

(AOA'S) DURING CONSTRUCTION. APPROVED WIND EROSION

MEASURES SHALL BE AVAILABLE DURING THE ENTIRE CONSTRUCTION

PERIOD AND THE CONTRACTOR SHALL BE PREPARED TO IMPLEMENT

MEASURES AS REQUIRED TO MANAGE WIND EROSION. CONTRACTOR

SHALL WATER DISTURBED AREAS SUCH THAT SOIL REMAINS MOIST AT

ALL TIMES. IN ADDITION, ANY DUST AND/OR SAND ON AOA SURFACES

SHALL BE SWEPT, VACUUMED, AND/OR WASHED, TO THE SATISFACTION

OF THE RPR. IF THE RPR REQUESTS DUST CONTROL, THE

CONTRACTOR SHALL COMPLY IMMEDIATELY.

EROSION AND SEDIMENT CONTROL NOTES

EENIG

OREGON

72693PEREG

ISTERED PROFESSIONAL

OFF

W VAUGHN

EXPIRES 6/30/2026

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APPROACH

E N G I N E E R I N G

PRECISION

5125 Southwest Hout Street Corvallis, OR 97333

541 754 0043

NEWPORT MUNICIPAL AIRPORT

LARGE ONSITE SEPTIC SYSTEM (L.O.S.S.)

EROSION AND SEDIMENT

CONTROL NOTES

PRECISION APPROACH ENGINEERING, INC.

AIG NO. 3-41-0040-0XX-20XX

OCT 2025

EMS

JAW

GWV

1. PRIOR TO START OF WORK, THE CONTRACTOR SHALL SUBMIT SCHEDULES FOR ACCOMPLISHMENT

OF TEMPORARY AND PERMANENT EROSION CONTROL WORK, INCLUDING A PROPOSED METHOD OF

DUST CONTROL AND A PLAN FOR DISPOSAL OF WASTE MATERIALS. SPECIAL ATTENTION IS

BROUGHT TO DUST CONTROL ON ALL CONSTRUCTION AREAS, CONTRACTOR SHALL MAINTAIN

CONTROL OF AIR POLLUTION THROUGHOUT THE DURATION OF THE PROJECT, SEE

SPECIFICATIONS.

2. ALL BASE ESC MEASURES (PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO

COMMENCING OF CONSTRUCTION ACTIVITIES.

3. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE ENTIRE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING AND VACUUMING MAY BE REQUIRED TO ENSURE THAT

ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.

4. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL UPGRADE AND MAINTAIN ALL

EROSION CONTROL FACILITIES AS NEEDED TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT

LEAVE THE SITE.

5. AT NO TIME SHALL MORE THAN 1 FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING.

THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE…

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