ITB 26-195-PW Shasta Pump Station Access Improvements - Drawings.pdf

PDF 7 MB Posted Nov 3, 2026

Attached to: EWEB ITB 26-195-PW Shasta 800 Pump Station Access Improvements
Solicitation number: S-P00140-00018344
Issued by: Oregon

About this file

Written by GovTribe AI · Nov 4, 2026

This file comprises construction documents, specifically architectural and engineering drawings, for the Shasta 800 Pump Station Access Improvements project undertaken by the Eugene Water & Electric Board (EWEB) in Eugene, Oregon. The project, identified as ITB 26-195-PW and EWEB Work Order 2403186, involves comprehensive site improvements at 3545 Potter Street, Eugene, OR 97405 (Map 18030842, Tax Lot 4300), located on a 0.24-acre parcel zoned R-1 (low-density residential). The scope of work includes demolition of existing asphalt and concrete surfaces totaling approximately 490 square feet; reconstruction of the driveway and apron with new concrete; installation of concrete stairs with handrails providing access to the pump station; construction of a variable-height poured-in-place concrete retaining wall (up to 6 feet maximum); re-stacking of an existing rock wall; and installation of storm drainage improvements including 73 linear feet of 4-inch PVC storm drain pipe, trench drains, and associated drainage infrastructure. Additional work includes installation of 3-inch PVC electrical conduit and coordination with existing utilities including a 12-inch water line, natural gas line, and sewer manhole.

The construction documents are prepared by Ausland Group (civil engineer: Charlie Kroning, P.E.; structural engineer: Scott Metzler, P.E.) with EWEB project principal engineer Laura Farthing, P.E. The drawings indicate an October 2026 construction document milestone phase and specify that construction shall proceed in accordance with City of Eugene Standard Specifications and Standard Drawings, current Oregon Structural Specialty Code (OSSC), and ODOT/APWA standards. The project requires multiple permits including City of Eugene encroachment permit for work in Potter Street right-of-way, grading and fill permit from City Building Division, traffic control plan approval (minimum five working days prior to work commencement), and electrical permit with inspection services. Concrete specifications require 3,000 PSI minimum compressive strength for structural elements and 2,500 PSI for yard concrete. The project mandates contractor responsibility for sediment and erosion control measures, maintenance of access to the existing pump station during construction, coordination with adjacent property owners, and compliance with Oregon utility notification requirements (Oregon Utility Notification Center, 1-800-332-2344). The documents do not specify contract pricing, set-asides, funding sources, or bid response deadlines within the provided drawings.

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(540)(535)(530)

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C0.0

TITLE

SHEET

SHEET NUMBER

COPYRIGHT © 2026. THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AUSLAND GROUP AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF AUSLAND GROUP

Eugene Grants Pass

541.345.1094 541.476.3788

DESCRIPTIONREV

DRAWN BY:

CHECKED BY:

APPROVED BY:

ISSUE DATE:

PHASE:

VERIFY SCALES

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

ORIGINAL DRAWING

BAR IS ONE INCH

PROJECT #

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2 OCT 2026

25-0705

CONSTRUCTION

DOCUMENTS

MILESTONE:

www.AuslandGroup.com

JSG

CLK

W A

EWEB

EUGENE WATER & ELECTRIC BOARD

EUGENE, OREGON

SHASTA DRIVEWAY REBUILD - SHASTA 800 PUMP STATION

EWEB WORK ORDER: 2403186

PROPERTY INFORMATION

SITE ADDRESS:

EUGENE, OR 97402

MAP & TAX LOT: MAP 18030842, TAX LOT 4300

PROPERTY SIZE:

ZONING DISTRICT:

SURROUNDING USES:

LAND USE:

PROPOSED: NO CHANGE

UTILITIES:

below.

Know what's Call before you dig.

CIVIL ENGINEER

CHARLIE KRONING, P.E.

3935 HIGHLAND AVENUE

GRANTS PASS, OR 97526

tel: (541) 476-3788 email: ckroning@auslandgroup.com

AUSLAND GROUP

CITY OF EUGENE

APPROVAL BY:

TITLE DATE

SHEET INDEX

C0.0 TITLE SHEET

C0.1 GENERAL NOTES

C1.0 EXISTING CONDITIONS

C2.0 DEMOLITION PLAN

C3.0 HORIZONTAL CONTROL PLAN

C4.0 GRADING PLAN

C5.0 UTILITY AND DRAINAGE PLAN

C6.0 EROSION CONTROL PLAN

C7.0 CIVIL DETAILS

C7.1 CIVIL DETAILS

C7.2 CIVIL DETAILS

C7.3 STRUCTURAL DETAILS

1 2 3 4

AGENCY APPROVED BY (IF REQ'D) DATE

POWER

TELEPHONE

GAS

CABLE TV

IRRIGATION

DOMESTIC WATER

SANITARY SEWER

STORM DRAINAGE

STREETS - City

CONSTRUCTION AUTHORIZED TO PROCEED IN ACCORDANCE WITH APPROVED PLANS WHEN ALL PERMITS HAVE

BEEN ISSUED AND PRE-CONSTRUCTION MEETING HAS CONCLUDED

PLANNING

EWEB

CENTURYLINK

AVISTA

CHARTER

EWEB

CITY OF EUGENE

STRUCTURAL ENGINEER

SCOTT METZLER, P.E.

1717 W 7TH AVENUE

EUGENE, OR 97401

tel: (541) 450-0905 email: smetzler@auslandgroup.com

STREETS - State ODOT

WATER:

SEWER:

STORM:

EWEB

CITY OF EUGENE

3545 POTTER STREET

±0.24 AC (±10,524 SF) ±90' x ±119'

R-1 (LOW-DENSITY RESIDENTIAL)

EXISTING: ±450 SF EWEB PUMP STATION

/ APPLICANT

LAURA FARTHING, P.E. | PRINCIPAL ENGINEER WATER

4200 ROOSEVELT BLVD

EUGENE, OR 97402

tel: (541) 685-7464 email: laura.farthing@eweb.org

OWNEREWEB

ENGINEERING

R-1 (LOW-DENSITY RESIDENTIAL)

GAS: NW NATURAL

POWER: EWEB

SCALE: NTS

LOCATION MAP

SCALE: NTS

VICINITY MAP

SCALE: NTS

INDEX MAP

PROPOSED STAIRCASE

RECONSTRUCTED

DRAINAGE APRON

& TRENCH DRAIN

EXISTING

SHASTA 800

PUMP STATION

EXISTING DRIVEWAY

AutoCAD SHX Text

36TH

AutoCAD SHX Text

36TH PL

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STAFFORD

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CANNON

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AVE

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32ND

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31ST

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PARKER

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E. AMAZON

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RIDGE

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STONY

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HILYARD

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NOB

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OPAL

AutoCAD SHX Text

RIDGE

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STONY

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CAMEO

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PL.

AutoCAD SHX Text

ST.

AutoCAD SHX Text

PL.

AutoCAD SHX Text

ST.

AutoCAD SHX Text

EMERALD

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BEECH

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AGATE

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OAKS

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BLACK

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UNIVERSITY

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36TH AVE.

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

35TH

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PL.

AutoCAD SHX Text

ST.

AutoCAD SHX Text

ONYX

AutoCAD SHX Text

ONYX

AutoCAD SHX Text

POTTER

AutoCAD SHX Text

HARRIS

AutoCAD SHX Text

KINCAID

AutoCAD SHX Text

ALDER

AutoCAD SHX Text

CT.

AutoCAD SHX Text

39TH AVE.

AutoCAD SHX Text

38TH AVE.

AutoCAD SHX Text

ELLIS

AutoCAD SHX Text

37TH

AutoCAD SHX Text

KINCAID

AutoCAD SHX Text

38TH

AutoCAD SHX Text

EMERALD

AutoCAD SHX Text

CANYON

AutoCAD SHX Text

PINE

AutoCAD SHX Text

VINE

AutoCAD SHX Text

90694PE

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

EXPIRES: 06/30/27

AutoCAD SHX Text

SPRINGFIELD

AutoCAD SHX Text

WALTERVILLE

AutoCAD SHX Text

WILLAMETTE RIVER

AutoCAD SHX Text

EUGENE

AutoCAD SHX Text

LEABURG

AutoCAD SHX Text

VIDA

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text K

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

PROJECT SITE

AutoCAD SHX Text

POTTER ST

AutoCAD SHX Text

JOB SITE

C0.1

GENERAL

NOTES

SHEET NUMBER

Eugene Grants Pass

541.345.1094 541.476.3788

DESCRIPTIONREV

DRAWN BY:

CHECKED BY:

APPROVED BY:

ISSUE DATE:

PHASE:

VERIFY SCALES

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

ORIGINAL DRAWING

BAR IS ONE INCH

PROJECT #

D ra w in g N am e:

V :\P ro je ct s

- C ur re nt

\E W

Eu ge ne W at er a nd

E le ct ric

B oa rd \2

-S ha st a

Pu m p St at io n\

W or ki ng

D ra w in gs \C iv il\

M as te r\E

C iv il Ba se .d

S av e:

O ct ob er

, 2

t D at e:

O ct ob er

, 2

J on at ha n

G ol ds tie n

P U

M P

E, O

M A

A X

2 OCT 2026

25-0705

CONSTRUCTION

DOCUMENTS

MILESTONE:

www.AuslandGroup.com

JSG

CLK

W A

EWEB

1. CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL COMPLY WITH THE CURRENT CITY’S STANDARD

SPECIFICATIONS, STANDARD DRAWINGS AND SUPPLEMENTAL SPECIFICATIONS.

2. A GRADING AND/OR FILL PERMIT FROM THE CITY BUILDING DIVISION MAY BE REQUIRED FOR ANY

CONSTRUCTION ACTIVITY OUTSIDE OF THE RIGHTS-OF-WAY AND PUBLIC EASEMENTS.

3. ITEMS OF WORK NOT SHOWN ON THE PLAN BUT NECESSARY FOR SUCCESSFUL COMPLETION OF THIS

PROJECT WILL BE REQUIRED BY THE CITY.

4. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN AND SECURE APPROVAL OF THE PLAN FROM THE CITY

AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING WORK.

5. THE CONTRACTOR SHALL NOT PERFORM WORK WITHOUT CITY INSPECTIONS.

6. BEFORE BACK-FILLING THE END OF A MAINLINE PIPE NOT ENDING AT A MANHOLE OR CLEANOUT, THE CONTRACTOR SHALL PERFORM THE TV INSPECTION AS REQUIRED BY THE STANDARD SPECIFICATIONS AND ALLOW THE CONSULTING ENGINEER TO DETERMINE THE EXACT LOCATION AND ELEVATION OF THE END OF THE PIPE.

7. WHERE CONNECTING TO AN EXISTING PIPE, THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE AND ALLOW THE CONSULTING ENGINEER TO VERIFY EXACT LOCATION AND ELEVATION BEFORE LAYING ANY NEW PIPE

ON THAT SYSTEM.

8. WHERE THE CONTRACTOR IS UNABLE TO ACHIEVE SUB-GRADE COMPACTION AND DEFLECTION STANDARDS REQUIRED BY THE SPECIFICATIONS, AS DETERMINED BY FIELD INSPECTION AND TESTING, THE SUB-GRADE SURFACE SHALL BE LOWERED AT LEAST 6 INCHES, FABRIC SHALL BE PLACED, AND THE MATERIAL REMOVED SHALL BE REPLACED WITH 1½”-0 CRUSHED ROCK AND COMPACTED ACCORDING TO THE SPECIFICATIONS. IF THE SUB-GRADE STILL DOES NOT MEET SPECIFICATIONS OVER-EXCAVATE TO A DEEPER SUBBASE DEPTH AS DIRECTED BY PROJECT

ENGINEER AND REPEAT THE PROCESS UNTIL THE SUB-GRADE MEETS SPECIFICATIONS.

9. ASPHALT SHALL BE FORMULATED FOR THIS PROJECT IN ACCORDANCE WITH SECTION 744 OF THE CITY’S STANDARD

SPECIFICATIONS.

10. THE CONTRACTOR SHALL NOTIFY LANE COUNTY DEPARTMENT OF PUBLIC WORKS PERMIT SECTION 24 HOURS

BEFORE BEGINNING WORK IN THE COUNTY RIGHT-OF-WAY.

11. THE CONTRACTOR SHALL PROTECT THE WORK AREA IN THE COUNTY ROAD IN ACCORDANCE WITH “LANE COUNTY

TRAFFIC CONTROL AND SAFETY PROCEDURES.”

12. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE CONSULTING

ENGINEER AND THE CITY BEFORE THE CHANGES ARE IMPLEMENTED.

13. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 1-800-332-2344. IF YOU HAVE ANY QUESTIONS ABOUT THESE

RULES, YOU MAY CONTACT THE CALL CENTER.

14. AT EACH INTERSECTION AT LEAST ONE POST SHALL BE PLACED DISPLAYING STREET NAME SIGNS FOR BOTH INTERSECTING STREETS. A “SIGN SCHEDULE” INDICATING NAMES AND LOCATIONS OF ALL SIGNS TO BE INSTALLED SHALL BE SUBMITTED TO THE PROJECT INSPECTOR WITHIN 15 DAYS OF THE PUBLIC IMPROVEMENT PERMIT DATE.

15. PLACEMENT OR STORAGE OF SPOILS FROM TRENCH CONSTRUCTION IS NOT PERMITTED ON HARD SURFACE STREETS WITHIN PUBLIC RIGHT-OF-WAY. SPOILS STORED IN OTHER RIGHT OF WAY AREAS SHALL BE COVERED TO

PREVENT EROSION.

16. FORMS OF ADEQUATE SIZE AND CONFIGURATION TO MEET CONCRETE THICKNESS REQUIREMENTS SHALL BE USED

AROUND OUTSIDES OF OUTSIDE-DROP MANHOLES.

17. CONSTRUCTION SITE SHALL BE MANAGED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION SITE MANAGEMENT PLAN (CSMP). CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING COMPONENTS

OF THE CSMP UNTIL PROJECT FINAL ACCEPTANCE IS ISSUED.

18. THE CITY INSPECTOR SHALL NOT BE REQUIRED TO LAY OUT ADA RAMPS FOR PRIVATELY-ENGINEERED PROJECTS.

THE DEVELOPER/OWNER OR THEIR AGENT SHALL BE RESPONSIBLE FOR RAMP LAYOUT AND SHALL ENSURE

COMPLIANCE WITH ADA STANDARDS.

19. LOCATIONS OF STREET LIGHTING, SIGNS, AND MARKINGS, ETC. ARE APPROXIMATE. ACTUAL LOCATIONS SHALL BE

AS DIRECTED BY THE CITY INSPECTOR IN THE FIELD.

20. WORK REQUIRES THE ELECTRICAL CONTRACTOR TO SECURE AN ELECTRIC PERMIT AS WELL AS INSPECTION SERVICES FROM THE BUILDING PERMIT SERVICES DIVISION TO ASSURE NATIONAL ELECTRIC CODE COMPLIANCE. IN ADDITION, CONTRACT INSPECTION SERVICES SHALL BE OBTAINED FROM THE PUBLIC WORKS ENGINEERING DIVISION

24 HOURS IN ADVANCE OF WORK COMMENCEMENT BY CALLING 541-682-5560.

21. TRENCH REPAIR AND OTHER WORK IN THE RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS IN THE CITY OF

EUGENE'S "PUBLIC WORKS UTILITY AND RIGHT OF WAY PERMITS MANUAL"

1. WORK AND MATERIALS SHALL CONFORM TO THE PROVISIONS OF THE CURRENT "STANDARD

SPECIFICATIONS FOR CONSTRUCTION", ODOT/AMERICAN PUBLIC WORKS ASSOCIATION

(APWA), UNLESS OTHERWISE COVERED BY THE SPECIFICATIONS WRITTEN FOR THIS PROJECT

OR THE "STANDARD SPECIFICATIONS FOR CONSTRUCTION", OR THE "STANDARD DRAWINGS"

OF THE CITY OF EUGENE.

2. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO INSPECTION BY THE CIVIL

ENGINEER AND/OR CITY ENGINEER. PRIOR TO ANY SITE WORK, THE CONTRACTOR SHALL

CONTACT THE CITY AND CIVIL ENGINEER TO SCHEDULE A PRE-CONSTRUCTION CONFERENCE.

3. PRIOR TO ANY SITE DISTURBING ACTIVITY INCLUDING CLEARING, LOGGING OR GRADING, THE

SITE BOUNDARIES & CLEARING LIMITS AS SHOWN ON THESE PLANS SHALL BE LOCATED AND

FIELD IDENTIFIED BY THE PROJECT SURVEYOR AND ALL ESC MEASURES SHALL BE INSTALLED

AS IDENTIFIED ON SHEET C6.0.

4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION

IS IN PROGRESS.

5. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE

APPROVED PLANS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR APPROVAL

FROM THE OWNER, CIVIL ENGINEER AND APPROPRIATE PUBLIC AGENCIES PRIOR TO

PERFORMING THE CHANGES IN THE FIELD.

6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD

SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE

CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE

RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL

UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES

NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE

CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (DIAL 811)

AT LEAST TWO BUSINESS DAYS PRIOR TO CONSTRUCTION. THE APPLICANT OR HIS

REPRESENTATIVE AND THE CIVIL ENGINEER SHALL BE CONTACTED IMMEDIATELY IF

CONFLICTS EXIST.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS,

SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS

TO PROTECT THE LIFE, HEALTH AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN

CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT.

8. THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY SWEEPING.

STREET WASHING WILL NOT BE ALLOWED WITHOUT PRIOR CITY APPROVAL.

9. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO INITIATING WORK. THE

CONTRACTOR SHALL NOTIFY THE CIVIL ENGINEER WHEN CONFLICTS OCCUR BETWEEN THE

PLANS AND FIELD CONDITIONS. CONFLICTS SHALL BE RESOLVED PRIOR TO PROCEEDING

WITH CONSTRUCTION. REVISIONS SHALL BE FORMALLY APPROVED BY THE APPLICANT AND

CIVIL ENGINEER PRIOR TO MAKING CHANGES IN THE FIELD.

10. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING

ANY UTILITY RELOCATIONS WITH UTILITY COMPANIES.

11. ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND.

12. CONTRACTOR SHALL DOCUMENT AND RECORD FIELD CHANGES, PIPE INVERT, PIPE SLOPE,

AND ANY OTHER CRITICAL AS-CONSTRUCT DATA. AS-BUILT DRAWINGS AND FINAL REPORTS

WILL BE REQUIRED BEFORE FINAL APPROVAL.

13. WORK IN CITY RIGHT-OF-WAY (POTTER STREET) REQUIRES AN ENCROACHMENT PERMIT FROM

THE CITY OF EUGENE.

14. WORK IN THE STATE RIGHT-OF-WAY (N/A) REQUIRES A MISCELLANEOUS PERMIT FROM

OREGON DEPARTMENT OF TRANSPORTATION.

15. APPROVED PERMANENT TRAFFIC CONTROL SIGNS AND MARKINGS WITHIN THE PUBLIC

RIGHT-OF-WAY SHALL BE INSTALLED PRIOR TO FINAL APPROVAL.

16. DURING PROJECT CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL

TEMPORARY CONSTRUCTION SIGNS, TRAFFIC CONTROL SIGNS, DELINEATORS AND

TEMPORARY MARKINGS AS REQUIRED.

17. ACCESS BY EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING

CONSTRUCTION.

18. ALL CLEARED AND GRUBBED MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION SITE

AND DISPOSED AT AN APPROVED LOCATION.

19. ALL AREAS WITH ABANDONED UTILITY LINES, STORM DRAINS, UNDERGROUND TANKS, ETC.

WHICH MAY PROVIDE VOID SPACE BENEATH THE SURFACE SHALL BE REMOVED. WHEN

APPROVED BY THE CIVIL ENGINEER THE VOID SPACE MAY BE FILLED WITH APPROVED

MATERIAL. ALL TANKS OR HAZARDOUS MATERIALS SHALL BE DEALT WITH IN ACCORDANCE

TO ALL LOCAL, STATE AND FEDERAL LAWS.

20. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY GRADES AT SAWCUT

LOCATIONS AND MATCHING OF EXISTING GRADE LOCATIONS.

21. CONTRACTOR IS RESPONSIBLE FOR ANY ASPHALT GRINDING, OVERLAY AND SEAL COATING.

ALL SPECIFICATIONS SHALL COMPLY WITH ALL CITY OF EUGENE REQUIREMENTS.

1. ALL STORM SEWER PIPE SHALL CONFORM WITH CITY OF EUGENE AND DIVISION 7 OF THE

ODOT/APWA SPECIFICATIONS.

2. ALL PIPE SHALL BE PLACED ON MINIMUM 4" THICK COMPACTED BEDDING.

3. THE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A

LOOSE AVERAGE DEPTH OF 6", MAXIMUM DEPTH 8"-9", THOROUGHLY TAMPING EACH LAYER.

THESE COMPACTED LAYERS MUST EXTEND FOR ONE DIAMETER ON EACH SIDE OF THE PIPE OR

TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THIS FILL OVER PIPE SHALL BE THE

SAME AS DESCRIBED.

4. ALL PIPES SHALL HAVE A MINIMUM OF 12" COVER AT THE TOP OF THE BELL, OR SHALL HAVE

MINIMUM COVER PER THE MANUFACTURER'S SPECIFICATIONS, WHICHEVER IS GREATER.

5. ALL CATCH BASINS SHALL BE TYPE G PER CITY STANDARD DRAWING CRD376-1 EXCEPT AS

OTHERWISE NOTED.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE, INLET AND CATCH

BASIN FRAMES AND GRATES TO GRADE JUST PRIOR TO PAVING.

7. UNLESS OTHERWISE NOTED, ALL STORM DRAIN PIPE SHALL BE CORRUGATED HIGH-DENSITY

POLYETHYLENE (HDPE) SMOOTH INTERIOR PIPE, MANUFACTURED IN CONFORMANCE WITH THE

LATEST AASHTO SPECIFICATIONS. COUPLERS SHALL COVER NOT LESS THAN ONE FULL

CORRUGATION ON EACH ANNULAR SECTION OF PIPE.

NOTE: HDPE PIPE IS NOT APPROVED FOR USE IN THE CITY RIGHT-OF-WAY.

8. UNDERGROUND STORM WATER RETENTION/DETENTION FACILITIES, STORM DRAINAGE PIPE AND CATCH BASINS SHALL BE CLEANED AND ALL FOREIGN MATERIAL REMOVED PRIOR TO BEING PUT

INTO SERVICE.

CITY GENERAL NOTES FOR PUBLIC R/W ONSITE GENERAL NOTES

ONSITE STORM DRAINAGE NOTES

AC ASPHALT

AD AREA DRAIN

BOW BOTTOM OF WALL

BOF BOTTOM OF FOOTING

BTF BOTTOM FACE OF CURB

C CURVE

CB CATCH BASIN

CL CENTERLINE

CP CONTROL POINT

DS DOWNSPOUT

DW DRIVEWAY

EC EDGE OF CONCRETE

EP EDGE OF ASPHALT

EOG EDGE OF GRAVEL

EG EXISTING GROUND

EX EXISTING

(E) EXISTING

FD FRENCH DRAIN

WATER LINE

SANITARY SEWER LINE

STORM DRAIN LINE

GAS LINE

OVERHEAD UTILITY

UNDERGROUND ELECTRIC

CABLE TELEVISION LINE

FENCE

EXISTING

CENTERLINE

PROPOSED

PROPERTY LINE

EASEMENT BOUNDARY

EDGE OF PAVEMENT/CONC.

EXISTING PROPOSEDSYMBOLS

WATER METER

WATER VALVE

FIRE HYDRANT

AIR/VACUUM RELEASE

SEWER MANHOLE

CLEAN OUT

STORM MANHOLE

STORM INLETS

LIGHT POLE

FIBER OPTIC LINE

TELEPHONE LINE

UTILITY POLE

CONCRETE

ASPHALT

GRAVEL

GRASS / LANDSCAPING

EXISTING PROPOSEDTYPE

SIGN

LINE LEGENDSYMBOL LEGEND

MATERIAL LEGEND

ABBREVIATIONS

FG FINISHED GRADE

FH FIRE HYDRANT

FL FLOWLINE

FS FINISHED SURFACE

GB GRADE BREAK

GTR GUTTER

INV INVERT ELEVATION

L LINE

ME MATCH EXISTING

MON MONUMENT

PAV EDGE OF PAVERS

R RADIUS

RE RIM ELEVATION

R/W RIGHT-OF-WAY

S SLOPE

SD STORM DRAIN

SDCO STORM DRAIN CLEANOUT

SDMH STORM DRAIN MANHOLE

SS SANITARY SEWER

SSCO SANITARY SEWER CLEANOUT

SSMH SANITARY SEWER MANHOLE

STA STATION

SW SIDEWALK

TBM TEMPORARY BENCH MARK

TBR TO BE REMOVED

TC TOP OF CURB

TFC TOP FACE OF CURB

TG TOP OF GRATE

TOF TOP OF FOOTING

TOP TOP OF SLOPE

TOE TOE OF SLOPE

TOW TOP OF WALL

TYP TYPICAL

W WATER

EWEB GENERAL CONSTRUCTION NOTES

1. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER SET

FORTH IN OAR 925-001-0090. CALL 1-800-322-2349 TO NOTIFY THE CENTER AT LEAST 2 BUSINESS DAYS, BUT NOT

MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION TO COMPLY.

2. THE LOCATIONS OF ALL EXISTING UNDERGROUND FACILITIES SHOWN ON THE PLANS ARE BASED ON A FIELD SURVEY AND INFORMATION SUPPLIED BY UTILITY COMPANIES. FIELD VERIFY LOCATIONS, ELEVATIONS, TYPE AND SIZES OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTING NEW PIPING. ADJUST NEW PIPING AS REQUIRED.

POTHOLING AND TRENCH EXCAVATION SHALL PRECEDE LAYING OF PIPE TO ALLOW REQUIRED ELEVATION AND ALIGNMENT ADJUSTMENTS TO BE ACCOMPLISHED WITHOUT REWORK. DEFLECT PIPE TO ADJUST ELEVATIONS AND ALIGNMENT WHEN POSSIBLE. ADJUSTMENTS SHALL BE EXPECTED AND CONSIDERED INCIDENTAL. NOTIFY ENGINEER

IMMEDIATELY OF ANY CONFLICTS NOT SHOWN ON THE PLANS,

3. KEEP EXISTING UTILITIES IN SERVICE AND PROTECT THEM DURING CONSTRUCTION. WHERE INTERRUPTION OF EXISTING FACILITIES IS REQUIRED, PROVIDE A MINIMUM OF 72 HOURS NOTICE TO OWNER AND THE AFFECTED UTILITY. CONTRACTOR SHALL ARRANGE FOR THE RELOCATION OF ANY UTILITIES IN CONFLICT WITH THE PROPOSED CONSTRUCTION. MAXIMUM ALLOWABLE SHUTDOWN FOR WATER LINES AND SERVICES IS 4 HOURS UNLESS

OTHERWISE APPROVED.

4. NOTIFY EACH UNDERGROUND UTILITY AT LEAST 2 DAYS PRIOR TO EXCAVATING, BORING, OR POTHOLING.

5. CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS, SURVEY MONUMENTS AND CONTROL POINTS. REPLACE

DAMAGED SURVEY MONUMENTS

6. PROVIDE TEMPORARY CONNECTIONS, BLOWOFFS AND THRUST RESTRAINTS AS REQUIRED TO FACILITATE FLUSHING, TESTING AND DISINFECTION. AT COMPLETION OF DISINFECTION, REMOVE TEMPORARY TEST TAPS AND REPLACE WITH TEMPORARY PLUGS UNTIL CONNECTIONS TO EXISTING FACILITIES ARE COMPLETE.

7. PROTECT SURROUNDING AREA AND UTILITY LINES OUTSIDE THE TRENCH FROM DAMAGE. CONTRACTOR IS RESPONSIBLE FOR REPAIR OF DAMAGED UTILITY TRENCHES AND ANY ASSOCIATED PAVEMENT REPAIR.

8. CONTRACTORS STAGING AREA SHALL BE LIMITED TO THE SITES.

9. CONTRACTOR SHALL INSTALL ALL PIPELINES, PAVING, WALKWAYS, AND CURB AND GUTTERS AT A UNIFORM GRADE

BETWEEN ELEVATIONS DEPICTED ON THE DRAWINGS.

10. THE EXISTING FACILITIES SHALL REMAIN IN OPERATION THROUGHOUT THE CONSTRUCTION PERIOD.

11. FIELD VERIFY THE PRECISE LOCATION, ELEVATION, AND ARRANGEMENT OF PIPELINE CONNECTION POINTS PRIOR TO

FABRICATING NEW PIPING.

12. CONTRACTOR SHALL VERIFY LOCATIONS, DIMENSIONS, SIZES, ETC. OF ALL EXISTING FACILITIES, EQUIPMENT & PIPING PRIOR TO THE ORDERING OR FABRICATION OF NEW FACILITIES, EQUIPMENT, PIPING AND OTHER ITEMS.

13. CONTRACTOR SHALL RESTORE ANY EXISTING FACILITIES OR STRUCTURES THAT ARE DISTURBED, DAMAGED, OR

REMOVED DURING CONSTRUCTION TO PRECONSTRUCTION CONDITIONS.

14. HORIZONTAL COORDINATES ARE BASED ON NAD 83. VERTICAL ELEVATIONS ARE BASED ON NGVD 29.

15. CONTRACTOR IS RESPONSIBLE FOR SEDIMENT AND EROSION CONTROL FOR THE DURATION OF THE PROJECT IN

ACCORDANCE WITH SPECIFICATION SECTION 01560 AND CITY OF EUGENE STANDARDS.

16. MAINTAIN ACCESS TO THE EXISTING PUMP STATION DURING CONSTRUCTION.

17. SEE SPECIFICATION SECTION 01014 FOR CONSTRUCTION SEQUENCING REQUIREMENTS.

GENERAL

ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT GOVERNING EDITION OF THE

OREGON STRUCTURAL SPECIALTY CODE (OSSC).

SUBMITTALS AND SHOP DRAWINGS FOR THE ENGINEERS REVIEW WILL BE REQUIRED AS

FOLLOWS:

· CONCRETE MIX DESIGNS;

· REINFORCING STEEL;

· STRUCTURAL STEEL AND MISCELLANEOUS METALS, MILL CERTIFICATES, WPS (PQR IF APPLICABLE), WELDER CERTIFICATIONS, FILLER METAL;

CONTRACTOR SHALL SUBMIT 3 SETS OF PRINTS FOR REVIEW. FABRICATION SHALL NOT PROCEED

UNTIL SUBMITTALS AND/OR SHOP DRAWINGS HAVE BEEN REVIEWED BY THE ENGINEER.

CONSTRUCTION LIABILITY

THE CONSTRUCTION CONTRACTOR AND SUBCONTRACTORS AGREE THAT IN ACCORDANCE WITH

GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONSTRUCTION CONTRACTOR AND

SUBCONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY

AND NOT LIMITED TO NORMAL WORKING HOURS, AND THE CONSTRUCTION CONTRACTOR AND

SUBCONTRACTORS FURTHER AGREE TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE

OF WORK ON THIS PROJECT.

DIVISION 03 - CONCRETE

CONCRETE

CONCRETE SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301 & 318 - CURRENT EDITION.

CONCRETE SHALL BE READY-MIXED CONCRETE IN ACCORDANCE WITH ASTM C94. MAXIMUM

WATER-CEMENT RATIO, BY WEIGHT SHALL BE AS FOLLOWS:

AT THE CONTRACTOR'S OPTION, AN AIR ENTRAINING AGENT CONFORMING TO THE LATEST REVISION OF ASTM SPECIFICATION C260 MAY BE ADDED TO THE CONCRETE TO PROVIDE SPECIFIED AMOUNTS OF ENTRAINED AIR. CEMENT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR

PORTLAND CEMENT PER ASTM DESIGNATION C150, TYPE II.

SLUMP WILL BE MEASURED AT THE TRUCK DISCHARGE. PUMPING OF CONCRETE MAY REQUIRE

ADMIXTURES TO INCREASE SLUMP BEYOND THE MAXIMUM SLUMP LISTED ABOVE. ADMIXTURES ARE SUBJECT TO THE ENGINEER'S REVIEW. THE SPECIAL INSPECTOR SHALL BE PROVIDED WITH A BATCH

TICKET AND WEIGHT TAG UPON DELIVERY OF EACH LOAD OF CONCRETE.

ALL CONCRETE SHALL BE PLACED WITH MECHANICAL VIBRATION OF CONCRETE, UNO.

ALL CONCRETE SHALL BE CURED IN ACCORDANCE WITH ACI 308.1

REINFORCING STEEL

ALL BARS SHALL BE GRADE 60 DEFORMED BARS CONFORMING TO ASTM A706 OR A615. LAP SPLICES SHALL BE IN ACCORDANCE WITH ACI 318 UNLESS NOTED OTHERWISE ON THE PLANS. BARS TO BE

WELDED OR FIELD BENT SHALL CONFORM TO ASTM A706.

SCREW ANCHORS

SCREW ANCHORS SHALL BE HILTI HUS SCREW ANCHORS, SIMPSON TITAN-HD SCREW ANCHORS OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL ANCHORS IN ACCORDANCE WITH THE ICC ES-REPORT.

SPECIAL INSPECTION REQUIRED.

WATERSTOP

WATERSTOP SHALL BE SIKA GREENSTREAK RIBBED PVC WATERSTOP

28 DAY COMPRESSIVE

STRENGTH

NON-AIR

ENTRAINED AIR-ENTRAINED

3000 PSI CONCRETE 0.45 0.50

CONCRETE ELEMENT

MIN. 28 DAY

COMPRESSIVE

STRENGTH

MAX. SIZE

AGGREGATE

(INCHES)

MAX.

SLUMP

(INCHES)

TOTAL AIR

CONTENT (%)

FOOTINGS 3000 1 1/2 4 --

WALLS & SLABS 3000 1 4 4% ± 1.5%

YARD

CONCRETE

WALKS & CURBS

2500 1 4 4% ± 1.5%

STRUCTURAL SPECIFICATIONS

1. HANDRAILS

DEFERRED SUBMITTALS

1. A SOIL BEARING VALUE OF 1,500 psf WAS USED IN THE STRUCTURAL DESIGN CALCULATIONS

FOR THE RETAINING WALL

GEOTECHNICAL INFORMATION

AutoCAD SHX Text

90694PE

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

EXPIRES: 06/30/27

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text S

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

XXXXXXX

23%30%36%30%

(545)

(540)(535)(530)

(527)

(526)

(547)

(548)

C1.0

EXISTING

CONDITIONS

SHEET NUMBER

Eugene Grants Pass

541.345.1094 541.476.3788

DESCRIPTIONREV

DRAWN BY:

CHECKED BY:

APPROVED BY:

ISSUE DATE:

PHASE:

VERIFY SCALES

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

ORIGINAL DRAWING

BAR IS ONE INCH

PROJECT #

D ra w in g N am e:

V :\P ro je ct s

- C ur re nt

\E W

Eu ge ne W at er a nd

E le ct ric

B oa rd \2

-S ha st a

Pu m p St at io n\

W or ki ng

D ra w in gs \C iv il\

M as te r\E

C iv il Ba se .d

S av e:

O ct ob er

, 2

t D at e:

O ct ob er

, 2

J on at ha n

G ol ds tie n

P U

M P

E, O

M A

A X

2 OCT 2026

25-0705

CONSTRUCTION

DOCUMENTS

MILESTONE:

www.AuslandGroup.com

JSG

CLK

W A

EWEB

SCALE: 1" = 10'

EXISTING CONDITIONS

0 10 20

1" = 10'

PUMP STATION

S 89°59' E 20.00' N 30°10'40" W 7.81' S 70°20'47" W

14.97'

S 89°59' E 112.49'

N 10°17'30" W 134.41'

N 0°

' E

S 89°59' E 117.25'

N 0°

'08

" W

P O

T T

E R

MAP 18030842

TL 4200 ±0.22 AC

NOT-A-PART

KOELLING TR

MAP 18030842

TL 4100 ±0.22 AC

NOT-A-PART

GARDNER

MAP 18030842

TL 3400 ±0.26 AC

NOT-A-PART

HELDING

MAP 18030842

TL 3500 ±0.21 AC

NOT-A-PART

GUENZA

MAP 18030842

TL 4400 ±0.26 AC

NOT-A-PART

HOLBROOK

±30'

MAP 18030842

TL 4300 ±0.24 AC

3545 POTTER ST.

EWEB

ZONING: R-1

R/W ±60

MAP 18030842

TL 900 ±0.19 AC

NOT-A-PART

GUILLOU

MAP 18030842

TL 800 ±0.37 AC

NOT-A-PART

HERRERA

EXISTING DRIVEWAY

EXIST. PVC DRAIN LINE

EXISTING

TRENCH DRAINS

EXISTING

EDGE OF CONC

EXISTING

EDGE OF

CONC

EXISTING

CURB DRAIN

EXISTING

12" WATER LINE

EXISTING WATER &

ELECTRIC LINES

GRAVEL SERVICE AREA

EXISTING

GATE POST EXISTING

GATE POST

EXISTING BOULDERS

AT TOP OF SLOPE

EXISTING ROCK WALL

K W

EXISTING

CURB & GUTTER

EXISTING

GAS LINE

EXISTING

SEWER

MANHOLE ±2

NOTES

TOPOGRAPHIC SURVEY DATA PROVIDED BY EWEB

AutoCAD SHX Text

90694PE

AutoCAD SHX Text

OREGON

EXPIRES: 06/30/27

23%30%36%30%

(545)

(540)(535)(530)

(527)

(547)

(548)

PUMP STATION

C2.0

DEMOLITION

PLAN

SHEET NUMBER

Eugene Grants Pass

541.345.1094 541.476.3788

DESCRIPTIONREV

DRAWN BY:

CHECKED BY:

APPROVED BY:

ISSUE DATE:

PHASE:

VERIFY SCALES

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

ORIGINAL DRAWING

BAR IS ONE INCH

PROJECT #

D ra w in g N am e:

V :\P ro je ct s

- C ur re nt

\E W

Eu ge ne W at er a nd

E le ct ric

B oa rd \2

-S ha st a

Pu m p St at io n\

W or ki ng

D ra w in gs \C iv il\

M as te r\E

C iv il Ba se .d

S av e:

O ct ob er

, 2

t D at e:

O ct ob er

, 2

J on at ha n

G ol ds tie n

P U

M P

E, O

M A

A X

2 OCT 2026

25-0705

CONSTRUCTION

DOCUMENTS

MILESTONE:

www.AuslandGroup.com

JSG

CLK

W A

EWEB

SCALE: 1" = 5'

DEMOLITION PLAN

S 89°59' E 117.25'

N 0°

0 5 10

1" = 5'

±7.6'

±2 2.

±10.8'

±4.3'

±5 2.3

±8.8'

±4.0'

±1 7.

±7.

±7.4'

±2 0.

±2 6.

DEMOLITION NOTES

SAWCUT AND REMOVE EXISTING ASPHALT AS

REQUIRED FOR CONSTRUCTION OF NEW

CONCRETE [±27 SF]

P O

T T

±60' R/W ±30'

SAWCUT AND REMOVE EXISTING CONCRETE

CURB, GUTTER, DRIVEWAY AND APRON [±223 SF]D2

SAWCUT AND REMOVE EXISTING CONCRETE

DRIVEWAY [±240 SF]D3

±8.0'

±2 4.

±2'

REMOVE EXISTING TRENCH DRAIN AND PIPE.

CAP WEST END OF EXISTING PIPE FOR NEW

CONNECTION [±58 LF]

REMOVE EXISTING STUMP AND SHRUBS [2 EA]D5

REMOVE EXISTING BOULDERS & ROCK WALL AND

STOCKPILE FOR FUTURE USE BY OWNER [±56 LF]D6

±6' D6

±14.5'

(E) GATE

POST

±50' D4

6.75'

AutoCAD SHX Text

90694PE

AutoCAD SHX Text

OREGON

PUMP STATION

EXIST. PVC DRAIN LINE

C3.0

HORIZONTAL

CONTROL PLAN

SHEET NUMBER

Eugene Grants Pass

541.345.1094 541.476.3788

DESCRIPTIONREV

DRAWN BY:

CHECKED BY:

APPROVED BY:

ISSUE DATE:

PHASE:

VERIFY SCALES

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

ORIGINAL DRAWING

BAR IS ONE INCH

PROJECT #

D ra w in g N am e:

V :\P ro je ct s

- C ur re nt

\E W

Eu ge ne W at er a nd

E le ct ric

B oa rd \2

-S ha st a

Pu m p St at io n\

W or ki ng

D ra w in gs \C iv il\

M as te r\E

C iv il Ba se .d

S av e:

O ct ob er

, 2

t D at e:

O ct ob er

, 2

J on at ha n

G ol ds tie n

P U

M P

E, O

M A

A X

2 OCT 2026

25-0705

CONSTRUCTION

DOCUMENTS

MILESTONE:

www.AuslandGroup.com

JSG

CLK

W A

EWEB

SCALE: 1" = 5'

HORIZONTAL CONTROL PLAN

S 89°59' E 117.25'

N 0°

P O

T T

0 5 10

1" = 5'

±1 .1

5' M

5.75' 2.25'MATCH

EXIST

2.0'

4.0'

10.5' 45°

2.25' 8.25'

13.5'

4.0

16.

67'

10.

10.5'

90°

' M

67.17'

±60' R/W ±30'

±1 .6

3.2 5'

±9.

45° 3.67' 40.25'

±2.1'

4.00'

±4 .1

±2 .8

' ±45°

0.5'

1' 1'

AutoCAD SHX Text

90694PE

AutoCAD SHX Text

OREGON

±528.45

FS/ME

±527.98 TC/ME

±527.48 FL/ME

±527.53

EP/ME

±527.49

EP/ME

527.45 TC

527.41 FL

528.17

±527.17

EP/ME

±527.14

EP/ME

527.13 TC

527.09 FL

±527.58 TC/ME

±527.08 FL/ME

±528.25

FS/ME

527.96

548.37

FS/ME

548.47

FS/ME

547.50

FS/ME

547.77

FS/ME

547.83

548.48

FS/ME

548.33 TC

547.83 FS

547.85

FS/ME

548.10

FS/ME

547.66 TG

547.16

FS/ME

H=6"

548.35 TC

547.66 FS±H=8.3"

19+79 20+00

21+0021+00

±527.33

EP/ME

527.29 TC

527.25 FL

528.36

23%30%36%30%

(545)

(540)(535)(530)

(527)

(547)

(548)

±527.53

TR (E) SSMH

548.38 TC

548.38 FSH=0"

GRADE BREAK

548.38

FS/ME

RIDGE LINE

5.7

6.5%

9.0%

10.6%

9.0%

2.4

2.5

34.

13.5%

548.38

0+00

544.54 TC

544.54 FS/ME H=0"

0+00

528.54

STEP STEP

528.60

528.94 FS

528.36 EG

529.26 EG

529.02 FS

ISE

(TY

7" RISER (TYP)

529.02

FS 529.05

542.94 FS

541.89 EG

544.55 TC

544.05 FS/ME H=6"

2:12:1

543.02 FS

542.98 EG

542.94

FS 543.02

(TY

ISE

VAR HT RISER

548.27

548.19

532.44 TW

531.29 EG

532.44 TW

531.85 EG

532.44 TW

546.44 TW

531.29 EG

STA 0+57.83

OFF 0.00

3.5' HIGH CONCRETE RETAINING WALL

PUMP STATION

CONSTRUCTION NOTES

CONSTRUCT CONCRETE DRIVEWAY, APRON AND

24" CURB & GUTTER PER CITY OF EUGENE

STANDARD DRAWINGS RD700, RD740 & RD740(A).

REPLACE EXISTING ASPHALT DAMAGED OR

REMOVED AS REQUIRED FOR CONSTRUCTION OF

NEW CONCRETE PER DETAIL 1 ON SHEET C7.0

1 1 C7.0

RD700

C7.1

CONCRETE STAIRS2 5a C7.3

CONCRETE STAIRS3 5b C7.3

4" THICK CONCRETE4 4

C7.0

6" THICK CONCRETE

C4.0

GRADING

PLAN

SHEET NUMBER

Eugene Grants Pass

541.345.1094 541.476.3788

DESCRIPTIONREV

DRAWN BY:

CHECKED BY:

APPROVED BY:

ISSUE DATE:

PHASE:

VERIFY SCALES

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

ORIGINAL DRAWING

BAR IS ONE INCH

PROJECT #

D ra w in g N am e:

V :\P ro je ct s

- C ur re nt

\E W

Eu ge ne W at er a nd

E le ct ric

B oa rd \2

-S ha st a

Pu m p St at io n\

W or ki ng

D ra w in gs \C iv il\

M as te r\E

C iv il Ba se .d

S av e:

O ct ob er

, 2

t D at e:

O ct ob er

, 2

J on at ha n

G ol ds tie n

P U

M P

E, O

M A

A X

2 OCT 2026

25-0705

CONSTRUCTION

DOCUMENTS

MILESTONE:

www.AuslandGroup.com

JSG

CLK

W A

EWEB

S 89°59' E 117.25'

N 0°

P O

T T

A C4.1

A C

CONCRETE CURB AND PAVEMENT

B C4.1

SCALE: 1" = 5'

GRADING PLAN

0 5 10

1" = 5'

±60' R/W

25'1

±30'

RD740

C7.1

RD740(A)

C7.1

C7.0

C7.0CONCRETE CURB TAPER L=18"

RE-STACK EXISTING ±2' HIGH ROCK WALL AS

REQUIRED

VARIABLE HEIGHT POURED-IN-PLACE CONCRETE

RETAINING WALL WITH SURFACE MOUNTED

HANDRAIL

1-4 C7.3

547546

7 8 88

CONNECT TO

EXIST. PVC

DRAIN LINE

9 COORDINATE OFF-SITE CONSTRUCTION WITH

ADJACENT PROPERTY OWNER

8.34'9

AutoCAD SHX Text

90694PE

AutoCAD SHX Text

OREGON

Elevation El ev at ion

Station

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+33

TOP OF

WALL

EXISTING GRADE

AT TOP OF WALL

PUMP STATION

° T

M P

E 1.0'

(TYP)

1.75'

(TYP)

EXISTING GRADE

AT EDGE OF DRWY

3.5'

6.0'

EXPANSION JOINT

FILLER

C7.3

3.76'

(TYP.)

5.44'

3.27'

EXTEND STAIR KEYWAY

FOOTING TO TOP OF

WALL FOOTING

C7.3

4.5'

C7.3

WALL FOOTING

CONCRETE STAIRS PER CONCRETE STAIRS PER

LANDING LANDING

5a C7.3

1.25' (TYP.)

4"Ø SD SEE

SHEET C5.0

4"Ø SD SEE

SHEET C5.0

LANDING

5b C7.3

Elevation El ev at ion

Station

19+7919+80 19+90 20+00 20+10 20+20 20+30 20+40 20+50 20+60 20+70 20+80 20+90 21+0021+00

S T.

R /W

C L

S T.

R /W

S/ M

E X.

. C

±5

T C

13.3%POTTER ST

F S/

M E

T G

L ST

F S/

M E

EXISTING CONCRETE DRIVEWAY

C4.1

GRADING

PROFILES

SHEET NUMBER

Eugene Grants Pass

541.345.1094 541.476.3788

DESCRIPTIONREV

DRAWN BY:

CHECKED BY:

APPROVED BY:

ISSUE DATE:

PHASE:

VERIFY SCALES

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

ORIGINAL DRAWING

BAR IS ONE INCH

PROJECT #

D ra w in g N am e:

V :\P ro je ct s

- C ur re nt

\E W

Eu ge ne W at er a nd

E le ct ric

B oa rd \2

-S ha st a

Pu m p St at io n\

W or ki ng

D ra w in gs \C iv il\

M as te r\E

C iv il Ba se .d

S av e:

O ct ob er

, 2

t D at e:

O ct ob er

, 2

J on at ha n

G ol ds tie n

P U

M P

E, O

M A

A X

2 OCT 2026

25-0705

CONSTRUCTION

DOCUMENTS

MILESTONE:

www.AuslandGroup.com

JSG

CLK

W A

EWEB

C7.2

C7.02

C7.0

±1'

C7.0

RD740

C7.1

SCALE: 1" = 5' (H & V)

DRIVEWAY PROFILEB

SCALE: 1" = 5' (H & V)

STAIR & WALL PROFILEA

AutoCAD SHX Text

90694PE

AutoCAD SHX Text

OREGON

23%30%36%30%

(545)

(540)(535)(530)

(527)

(547)

(548)

547.66 TG (DS-110)

546.73 INV (UP)

547.66 TG (DS-111)

546.70 INV (UP)

547.66 TG (DS-112)

546.68 INV (UP)

547.66 TG (DS-113)

546.65 INV (UP)

547.66 TG (DS-114)

546.62 INV (UP)

547.66 TG (DS-340)

546.59 INV 4" (IN)

546.07 INV 4" (OUT)

547.66 TG (DS-112)

546.68 INV (UP)

546.65 INV 4" (OUT)

547.66 TG (DS-111)

546.70 INV (UP)

±527.11

INV EXISTING

CURB DRAIN

±527.26

INV EXIST 4"

539.49

INV 4"

527.56 INV 4"x11.25°

VERT. BEND

34%2% 546.03 INV 4"x22.5°

34% 2%

546.62 INV 4"x45°527.27

4" SD WYE

PUMP STATION

DRAINAGE SYSTEM

MAKE CONNECTION OF NEW 4" PVC SDR 35 TO

EXISTING STORMDRAIN WITH FITTINGS AS

REQUIRED

EXIST. PVC DRAIN LINE

C5.0

DRAINAGE &

UTILITY PLAN

SHEET NUMBER

Eugene Grants Pass

541.345.1094 541.476.3788

DESCRIPTIONREV

DRAWN BY:

CHECKED BY:

APPROVED BY:

ISSUE DATE:

PHASE:

VERIFY SCALES

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

ORIGINAL DRAWING

BAR IS ONE INCH

PROJECT #

D ra w in g N am e:

V :\P ro je ct s

- C ur re nt

\E W

Eu ge ne W at er a nd

E le ct ric

B oa rd \2

-S ha st a

Pu m p St at io n\

W or ki ng

D ra w in gs \C iv il\

M as te r\E

C iv il Ba se .d

S av e:

O ct ob er

, 2

t D at e:

O ct ob er

, 2

J on at ha n

G ol ds tie n

P U

M P

E, O

M A

A X

2 OCT 2026

25-0705

CONSTRUCTION

DOCUMENTS

MILESTONE:

www.AuslandGroup.com

JSG

CLK

W A

EWEB

S 89°59' E 117.25'

N 0°

P O

T T

SCALE: 1" = 5'

DRAINAGE & UTILITY PLAN

0 5 10

1" = 5'

±30'

4" PVC SDR 35 AT SLOPE PER PLAN (2.0% MIN.)

WITH GASKETED PUSH-ON JOINTS MEETING

ASTM D3034 AND D3212 [±73 LF]

4"x 11.25°, 22.5° OR 45° PVC BEND AS REQ'D [3 EA]24

CAUTION: EXISTING

12" DI WATERLINE

NDS DURA SLOPE 6" WIDE TRENCH DRAIN PART

#'s DS-110 THROUGH DS-114 w/ TRAFFIC RATED

CAST IRON (OR APP'D EQUAL) GRATE. USE

UNIVERSAL END CAPS ON UPSTREAM END, AND

END OUTLET FOR 4" PIPED CONNECTION TO

CATCH BASIN WHERE REQUIRED [28 LF]

25 2 C7.2

NDS DURA SLOPE 6" WIDE CATCH BASIN PART #

DS-340 w/ TRAFFIC RATED CAST IRON (OR APP'D

EQUAL) GRATE. USE UNIVERSAL END OUTLET

FOR 4" PIPED CONNECTION TO TRENCH DRAIN,

AND UNIVERSAL OUTLET FOR 4" OUTLET ON

CATCH BASIN [1 EA]

26 3 C7.2

CAUTION: EXISTING

NATURAL GAS LINE

ELECTRIC SYSTEM NOTES

1. ALL ELECTRIC SERVICES ARE TO BE CONSTRUCTED PER PLANS BY

ELECTRICAL DESIGNER. CONDUIT LOCATIONS AND ALIGNMENTS SHOWN

HEREON ARE APPROXIMATE.

2. ADDITIONAL CONDUITS MAY BE REQUIRED (NOT SHOWN)

3. VERIFY EXISTING ELECTRIC LOCATION AND COORDINATE SERVICE

REQUIREMENTS WITH EWEB AND UTILITIES PRIOR TO CONSTRUCTION

4. SEE DETAIL 6 ON SHEET C7.0 FOR TRENCH DETAILS

ELECTRIC SYSTEM

INSTALL 3" PVC ELECTRICAL CONDUIT AND PULL

BOXES AS REQUIRED. STUB CONDUIT THROUGH

RETAINING WALL AT STREET, AND STUB INTO

PUMP HOUSE BUILDING. COORDINATE

ELECTRICAL REQUIREMENTS AND CONDUIT SIZE

WITH EWEB [±55 LF]

DRAINAGE SYSTEM NOTES

1. DRAIN PIPE AND FITTINGS:

SITE DRAINAGE PIPING (MIN. 5' OUTSIDE OF BLDGS): PVC SDR 35

WITH GASKETED PUSH-ON JOINTS MEETING D3034 AND D3212.

2. SEE DETAIL 6 ON SHEET C7.0 FOR TRENCH DETAILS

±60' R/W

INSTALL ELECTRIC PANEL ON RETAINING WALL.

COORDINATE PANEL TYPE AND SIZE WITH EWEB

[1 EA]

20 21 2123

4" SD CLEANOUT [1 EA] 7

C7.0

22 SLEEVE 4" STORMDRAIN THROUGH WALL

FOOTING AS REQUIRED [±9.5 LF]

±9.5' 22

4"Ø PERFORATED PVC RETAINING WALL

FOUNDATION DRAIN PIPE ENCASED IN WASHED

GRAVEL DRAIN ROCK WRAPPED WITH MIRAFI

140N (OR EQUIVALENT) NON-WOVEN GEOTEXTILE

FABRIC. INSTALL SOLID-WALLED PIPE

CONNECTION TO 4" STORMDRAIN PIPE AT

LOCATION AND ELEVATION PER PLAN

27 3 C7.2

27 27

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X X

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23%30%36%30%

(545)

(540)(535)(530)

(527)

(526)

(547)

(548)

C6.0

EROSION

CONTROL PLAN

SHEET NUMBER

Eugene Grants Pass

541.345.1094 541.476.3788

DESCRIPTIONREV

DRAWN BY:

CHECKED BY:

APPROVED BY:

ISSUE DATE:

PHASE:

VERIFY SCALES

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

ORIGINAL DRAWING

BAR IS ONE INCH

PROJECT #

D ra w in g N am e:

V :\P ro je ct s

- C ur re nt

\E W

Eu ge ne W at er a nd

E le ct ric

B oa rd \2

-S ha st a

Pu m p St at io n\

W or ki ng

D ra w in gs \C iv il\

M as te r\E

C iv il Ba se .d

S av e:

O ct ob er

, 2

t D at e:

O ct ob er

, 2

J on at ha n

G ol ds tie n

P U

M P

E, O

M A

A X

2 OCT 2026

25-0705

CONSTRUCTION

DOCUMENTS

MILESTONE:

www.AuslandGroup.com

JSG

CLK

W A

EWEB

SCALE: 1" = 10'

EROSION CONTROL PLAN

0 10 20

1" = 10'

INSTALL "ECO-PAN" CONCRETE WASHOUT PAN

(OR APPROVED EQUAL) cw

LEGEND

SURFACE FLOW DIRECTION

EXISTING:

PROPOSED:

CONTAINER AND WASTE STORAGE cs

INSTALL 170± LF OF FIBER ROLL. CONTRACTOR SHALL

INSTALL PERIMETER CONTROLS AS NEEDED TO

PREVENT CONTAMINATED RUNOFF FROM ENTERING

THE STREET

RD1030

SCALE: NTS

CONCRETE WASHOUT1

INSPECTION TABLE

SITE CONDITION MINIMUM FREQUENCY

ACTIVE PERIOD

DAILY WHEN STORMWATER

RUNOFF, INCLUDING RUNOFF FROM

SNOWMENT IS OCCURING AND AT

LEAST EVERY 14 DAYS

REGARD\LESS OF WHETHER

STORMWATER RUNOFF IS

OCCURING

PRIOR TO THE SITE BECOMING

INACTIVE OR IN ANTICIPATION

OF SITE INACCESSIBILITY

ONCE TO ENSURE THAT EROSION

AND SEDIEMENT CONTROL

MEASURES ARE IN WORKING

ORDER. ANY NECESSARY

MAINTENANCE AND REPAIR MUST

BE MADE PRIOR TO LEAVING THE

SITE

INACTIVE PERIODS GREATER

THAN 14 CONSECUTIVE

CALENDAR DAYS

ONCE EVERY MONTH

PERIODS DURING WHICH THE

SITE IS INACCESSIBLE DUE TO

INCLUEMENT WEATHER

IF PRACTICAL, INSPECTIONS MUST

OCCUR DAILY AT A RELEVANT AND

ACCESSIBLE DISCHARGE POINT OR

DOWNSTREAM LOCATION

PERIODS DURING WHICH

DISCHARGE IS UNLIKELY DUE

TO FROZEN CONDITIONS

MONTHLY. RESUME MONITORING

IMMEDIATELY UPON MELT, OR

WHEN WEATHER CONDITIONS

MAKE DISCHARGES LIKELY

ESC ADDITIONAL NOTES

IT IS THE INTENT OF THIS TEMPORARY EROSION AND SEDIMENT CONTROL PLAN THAT STORM WATER RUNOFF BE CONTROLLED AT ALL TIMES TO PREVENT SOIL EROSION AND TO MAINTAIN WATER QUALITY. ANY AND ALL MEASURES

NECESSARY TO DO SO SHALL BE EMPLOYED BY THE CONTRACTOR.

1. REGARDLESS OF SITE, WEATHER, SOIL OR OTHER CONDITIONS, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ENSURING THAT EROSION DOES NOT OCCUR ON THE SITE AND THAT POLLUTED OR SILT-LADEN RUNOFF DOES NOT LEAVE THE SITE OR ENTER INTO ANY CREEK, STREAM, WETLAND OR WATER

BODY ON THE SITE.

2. BEYOND THE MINIMUM REQUIREMENTS SHOWN ON THIS PLAN, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING AND IMPLEMENTING APPROPRIATE METHODS, "BEST MANAGEMENT PRACTICES" (BMPS), FOR STORM WATER TREATMENT AND CONTROL THAT MEET THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTION.

3. THE CONTRACTOR SHALL REPORT ALL WATER QUALITY CONCERNS AND ACTIVITIES TO THE PROJECT ENGINEER. IN THE EVENT THAT THE INSTALLED WATER QUALITY CONTROL MEASURES ARE INEFFECTIVE AT CONTROLLING EROSION AND SEDIMENT, THE CONTRACTOR SHALL IMMEDIATELY REPORT TO AND CONSULT WITH THE PROJECT ENGINEER TO FIND AN APPROPRIATE REMEDY. ALL CONSTRUCTION ACTIVITIES, WITH THE EXCEPTION OF EROSION AND SEDIMENT CONTROL MEASURES, SHALL CEASE UNTIL SUCH TIME AS THE WATER

QUALITY IS BROUGHT UNDER CONTROL.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING WEATHER FORECASTS AND ANTICIPATING STORM ACTIVITY AND SHALL SCHEDULE ALL PROJECT ACTIVITIES IN ANTICIPATION OF THE WEATHER.

5. ALL SUPPLIES AND MATERIALS NECESSARY FOR IMPLEMENTING BMPS SHALL BE STORED ON SITE AND SHALL BE IMMEDIATELY AVAILABLE FOR USE. SUCH SUPPLIES AND MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED TO, STRAW BALES OR OTHER MULCHING MATERIAL, SILT FENCING AND STAKES, FILTER FABRIC, ETC.

6. DURING AND AFTER RUNOFF PRODUCING STORM EVENTS, CONTRACTOR SHALL MONITOR ALL EROSION CONTROL MEASURES AND SHALL PRIORITIZE IMPLEMENTATION AND MAINTENANCE OF EROSION AND SEDIMENT

CONTROL MEASURES ABOVE ALL OTHERS.

DISTURBANCE

ACTIVE STOCKPILE TO BE TEMPORARILY

COVERED AND PROTECTED WITH TEMPORARY

PERIMETER SEDIMENT BARRIER PRIOR TO THE

ONSET OF PRECIPITATION. INACTIVE STOCKPILE

TO BE PROTECTED FROM WIND AND WATER

EROSION WITH PROTECTIVE COVERING AND

PERIMETER SEDIMENT BARRIER

SCALE: NTS

STOCKPILE SHEETING2

SCALE: NTS

INLET PROTECTION - TYPE 73

SCALE: NTS

SEDIMENT BARRIER - TYPE 34

LIMITS OF DISTURBANCE ENCOMPASS

APPROXIMATELY 1,400 SF (0.03 ACRES) OF THE

PROJECT SITE.

PLACEMENT OF EROSION CONTROL FACILITIES IN

FIELD SHALL BE ADJUSTED FOR ACTUAL EXTENTS

OF SOIL DISTURBANCE AS DIRECTED BY ENGINEER

AND/OR OWNER. CLEARING LIMITS SHALL BE

CLEARLY MARKED IN FIELD PRIOR TO

COMMENCEMENT OF SITE WORK.

PUMP STATION

S 89°59' E 20.00' N 30°10'40" W 7.81' S 70°20'47" W

14.97'

S 89°59' E 112.49'

N 10°17'30" W 134.41'

N 0°

' E

S 89°59' E 117.25'

N 0°

P O

T T

MAP 18030842

TL 4200 ±0.22 AC

NOT-A-PART

KOELLING TR

MAP 18030842

TL 4100 ±0.22 AC

NOT-A-PART

GARDNER

MAP 18030842

TL 3400 ±0.26 AC

NOT-A-PART

HELDING

MAP 18030842

TL 3500 ±0.21 AC

NOT-A-PART

GUENZA

MAP 18030842

TL 4400 ±0.26 AC

NOT-A-PART

HOLBROOK

±30' ±60' R/W

MAP 18030842

TL 4300 ±0.24 AC

3545 POTTER ST.

EWEB

ZONING: R-1

cw cs

±2 0'

1. Prior to any ground disturbance on the site, a preconstruction meeting with erosion prevention staff and an initial inspection of installed measures is required.

2. The CSMP does not authorize construction activities. Grading, building, PEPI, and other permits may be required. All other necessary approvals shall be obtained.

3. Issuance of an Erosion Prevention Permit authorizes installation of approved protection measures, not construction or other ground disturbing activities. It does not relieve the permit holder and/or the contractor from other permitting requirements.

4. Construction shall conform to the current edition of the City amended Oregon Standard Specifications for Construction and City Standard Drawings (required for public improvement projects only).

5. Erosion and Sediment Control (ESC) measures, and other natural resource protection fencing and barriers, shown on the CSMP are the minimum requirements for anticipated site conditions.

6. ESC measures shall be upgraded as needed or as directed by the City inspector until all construction is completed and the Erosion Prevention Permit is closed.

7. Implementation of the CSMP, including construction, maintenance, monitoring, replacement, and/or upgrading of erosion and sediment control measures and protection fencing, is the responsibility of the permit holder until all construction is completed and vegetation/landscaping is established and approved.

8. Boundaries of the clearing and grading limits shown on this plan shall be clearly flagged in the field prior to construction. During construction, no disturbance beyond the flagged clearing and grading limits shall be permitted. The flagging shall be maintained by the permit holder and/or the contractor for the duration of construction. In addition, wetland and riparian areas shall be identified and protected with appropriate fencing as noted on CSMP prior to construction and shall not be disturbed unless the proper permits are obtained.

9. ESC measures shown on this CSMP must be constructed in conjunction with all clearing and grading activities, in such a manner as to ensure that sediment and sediment laden water does not enter the stormwater system, roadways, adjacent property or violate applicable water quality standards. When designing and implementing measures, the CSMP designer, permit holder and/or the contractor shall consider the seasonal variation of rainfall, temperature, and other climatic factors relative to the timing of land disturbance activities.

10. ESC measures on active sites shall be inspected and maintained daily and within 24 hours after any storm event greater than 0.5 inches of rain per 24-hour period.

11. Any required repairs or adjustments to installed ESC measures shall be made immediately. The erosion and sediment control measures on inactive sites shall be inspected a minimum of once every month and/or within 48 hours following storm events. Additionally, sites covered under Department of Environmental Quality (DEQ) permits (1200-C, 1200-CN) must comply with those permit monitoring and record-keeping requirements.

12. During the Wet Weather season (October 15 to April 30), all exposed soil and stockpile areas shall be covered, or otherwise protected by a facility (or combination of facilities) that result in no stormwater runoff leaving the site during a five-year storm event. For development sites over 40 acres, the design storm shall be a 10-year storm event consistent with an approved CSMP.

13. All adjacent properties, water features, and natural resource areas are to be kept free of deposits or discharges of soil, sediment or construction-related material from the construction site.

14. All erosion and sediment control measures shall be protected from damage at all times. Erosion control measures shall remain in place until vegetation has been established and the site is permanently stabilized or removal is authorized by City inspector. Any measures that are damaged or destroyed shall be repaired or replaced immediately.

15. Stabilize all disturbed areas within 50 feet of waterways, wetlands or other sensitive areas within seven days of exposure.

16. Streets adjacent to construction entrances and along haul routes shall be swept as needed or when directed by the City inspector to ensure public rights-of-way are kept clean and free of debris.

17. When trucking saturated soils to or from the site, either watertight trucks shall be used or loads shall be drained prior to transport until dripping has been reduced to no more than one gallon per hour.

Sediment-laden water must be prevented from impacting rights-of-way and/or entering the stormwater system.

18. Extracted ground water from excavated trenches shall be disposed of in a suitable manner without discharging sediment to adjacent properties, the City’s stormwater system, water features, or related natural resources. Dewatering systems shall be designed and operated so as to prevent removal of the natural soils and so that the groundwater level outside the excavation is not reduced to the extent that would damage or endanger adjacent structures or property. Dewatering system designs must be submitted and approved prior to operation. Approval of the dewatering system does not guarantee that it will meet the outcomes or be acceptable for use in all situations. Modifications to the system will be required if the outcomes cannot be met. At no time will sediment-laden water be allowed to leave the construction site.

19. A supply of ESC materials necessary to meet the outcomes and implement the CSMP or other erosion practices under all weather conditions shall be maintained at all times on the construction site.

20. No hazardous substances, such as paints, thinners, fuels and other chemicals shall be released onto the site and adjacent properties, or into water features, the City’s stormwater system, or natural resource areas.

21. No discharge of construction-related contaminants resulting from activities such as (but not limited to) concrete sawing, or cleaning or washing or maintenance of equipment, tools, or vehicles, into the City’s stormwater system or natural resource areas shall occur.

22. All work performed by utility companies for this project—including placement of appropriate erosion and sediment control measures, finished grading, seeding, mulching and clean up—is governed by the conditions and requirements of this CSMP.

CONSTRUCTION SITE MANAGEMENT PLAN (CSMP) GENERAL NOTES

IMPLEMENTATION

TABLE

BMP TIMING

PRE-CONSTRUCTION MEETING

MEET ON-SITE WITH PROJECT

CONSTRUCTION PERSONNEL AND

EROSION CONTROL INSPECTOR TO

DISCUSS ESC MEASURES AND

CONSTRUCTION LIMITS PRIOR

TO CONSTRUCTION

STRAW WATTLE

INSTALL PERIMETETER SEDIMENT

CONTROLS

PRIOR TO CONSTRUCTION, THEN

ON-SITE AS WORK PROGRESSES

INLET PROTECTION

INSTALL PERIMETETER SEDIMENT

CONTROLS

PRIOR TO CONSTRUCTION, THEN

ON-SITE AS WORK PROGRESSES

CONCRETE WASHOUT

INSTALL CONCRETE WASHOUT

AREA

PRIOR TO CONCRETE WORK

CONTAINER AND WASTE

STORAGE

INSTALL CONTAINER AND WASTE

STORAGE

PRIOR TO USE OF HAZARDOUS

MATERIALS ON-SITE

LIMITS OF

AutoCAD SHX Text

90694PE

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OREGON

C7.0

CIVIL

DETAILS

SHEET NUMBER

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 4, 2026.