2025 0411 Portway Parking Lots - Construction Set Bidding.pdf

PDF 31 MB Posted May 9, 2025

Attached to: 2025 Parking Lot Installation ITB
Solicitation number: S-R14210-00013813
Issued by: Hood River County, Oregon

About this file

Written by GovTribe AI · May 9, 2025

This is a comprehensive construction set of engineering drawings and project specifications for the Portway Parking Lot project located in Hood River, Oregon, prepared by HRK Engineering & Field Services. The project involves constructing a 72-stall parking lot on Tax Lots 112 and 113 in Section 25, Township 3 North, Range 10 East, for the Port of Hood River. The project includes 6 ADA parking stalls, commercial driveways, sidewalks, pedestrian walkways, bike racks, landscaping, utility connections, storm drainage improvements, and associated site work. The project is scheduled for construction in 2025, with the engineering drawings dated April 2024 and marked for bidding purposes.

The project will be constructed under the jurisdiction of the City of Hood River, with multiple utility coordination points including NW Natural for gas, Pacific Power for electrical services, and City of Hood River Public Works for water, sanitary sewer, and storm drainage systems. The total site area is approximately 4.85 acres, with 33,268 square feet of impervious surface and 16,408 square feet of landscape area. The parking lot will include 4 street trees, 25 parking area trees, and a shrub mix featuring native Oregon plant species. The project also includes a Contech Filterra Bioscape Vault for stormwater management and will implement erosion and sediment control measures consistent with local and state regulations.

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A P

R T

PORTWAY PARKING LOT

CONSTRUCTION OF A 72 STALL PARKING LOT.

TAX LOT 112 AND 113

SECTION 25, TOWNSHIP 3 NORTH, RANGE 10 EAST, W.M.,

CITY OF HOOD RIVER, OREGON

PROJECT #: 24-016

CONSTRUCTION SET - 04/11/2025

SITE

HOOD RIVER, OR

489 N 8TH STREET - SUITE 201

HOOD RIVER, OREGON 97031

541-386-6480 - WWW.HRKUS.COM

HRK ENGINEERING

& FIELD SERVICES

N N

PROJECT MANAGER:

CARLOS A. GARRIDO, PRINCIPAL

PH: 541-490-4923

EM:CGARRIDO@HRKUS.COM

ENGINEER OF RECORD:

RANDOLPH TALLMAN, PE-PLS

PH: 503-878-3643

EM:RTALLMAN@HRKUS.COM

PROJECT ENGINEER:

ALEX PEDROZA, EIT

PH: 541-806-3629

EM:APEDROZA@HRKUS.COM

PRE-APPLICATION DRAWINGS

1 COVER SHEET

2 EXISTING CONDITIONS

3 SITE PLAN

4 LANDSCAPING

5 TURNING RADIUS

SHEET NO.

H O

O D

O R

-3

-6

W W

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K U

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D A

D R W

N C H

K D

C R

SHEET NAME

DATE

PROJECT NAME

PROJECT NO.

CLIENT

PHASE

REVISION

R K E ng in ee ri ng

A ll ri gh ts r es er ve d.

Th es e dr aw in gs a re t he p ro pe rt y of H

R K E ng in ee ri ng

a nd a re n ot t o be u se d or r ep ro du ce d in a ny m an ne r, w ith ou t pr io r w ri tt en p er m is si on

H R

E N

E E

E R

E S

PORTWAY PARKING LOT

H O

O D

O R

COVER SHEET

OF 20

APRIL 2024

24-016

E P

O R T

M A R

A D

CONSTRUCTION

GAS:

NW NATURAL

1125 BARGEWAY ROAD

THE DALLES, OR 97058

CONTACT: BRIAN KELLY

PH: 541-296-2229 EXT. 8610

EM: BMK@NWNATURAL.COM

CLIENT:

PORT OF HOOD RIVER

1000 E PORT MARINA DRIVE

HOOD RIVER, OR 97031

CONTACT: KEVIN GREENWOOD

PH: 541-386-1138

EM: KGREENWOOD@PORTOFHOODRIVER.COM

SITE ADDRESS:

910 PORTWAY AVENUE

HOOD RIVER, OR 97031

INDEX:

VICINITY MAP

SITE MAP

NOT TO SCALE

SURVEYOR:

HRK ENGINEERING & FIELD SERVICES

489 N 8TH STREET - SUITE 201

HOOD RIVER, OR 97031

CONTACT: RANDOLPH TALLMAN

PH: 503-878-3643

EM: RTALLMAN@HRKUS.COM

SANITARY/WATER/STORM:

CITY OF HOOD RIVER PUBLIC WORKS

1200 18TH STREET

HOOD RIVER, OR 97031

CONTACT: JOHN CLARK

PH: 541-387-5220

EM: J.CLARK@CITYOFHOODRIVER.GOV

PERMITTING JURISDICTION:

CITY OF HOOD RIVER BUILDING DEPARTMENT

211 2ND STREET

HOOD RIVER, OR 97031

CONTACT: MARK VANVOAST

PH: 541-386-1306

EM: MARK.VANVOAST@CO.HOOD-RIVER.OR.US

U.S. POST OFFICE:

HOOD RIVER POST OFFICE

3020 LOWER MILL ROAD

HOOD RIVER, OR 97031

CONTACT: DANIEL ROBERTS

PH: 541-354-9951

EM: DANIEL.ROBERTS@USPS.GOV

POWER:

PACIFIC POWER

1290 TUCKER ROAD

HOOD RIVER, OR 97031

CONTACT: ALAN WILM

PH: 541-308-2008

EM: ALAN.WILM@PACIFICORP.COM

COMMUNICATION:

GORGE NETWORKS

P.O. BOX 1107

HOOD RIVER, OR 97031

CONTACT: GAIL EDWARDS

PH: 760-622-0046

EM: GAILE@BLUEMOUNTAINNET.COM

COMMUNICATION:

CHARTER COMMUNICATIONS

409 UNION STREET

THE DALLES, OR 97058

CONTACT: ERNIE GARCIA

PH: 541-288-6492

EM: ERNIE.GARCIA@CHARTER.COM

FIREFIGHTER AGENCY:

HOOD RIVER FIRE DEPARTMENT

1785 MEYER PARKWAY

HOOD RIVER, OR 97031

CONTACT: LEONARD DAMIAN

PH: 541-386-3939

EM: L.DAMIAN@CITYOFHOODRIVER.GOV

R S T

S E

SITE

CONSTRUCTION DRAWINGS

1 COVER SHEET

2 GENERAL NOTES

3 TESTING SCHEDULE

4 LEGEND

5 EXISTING CONDITIONS

6 EROSION AND SEDIMENT CONTROL AND DEMOLITION PLAN

7 SITE PLAN

8 STORM PIPE PLAN AND PROFILE

9 PRIVATE UTILITIES

10 LANDSCAPING

11 TURNING RADIUS

12 DETAILS 1

13 DETAILS 2

14 DETAILS 3

15 DETAILS 4

16 DETAILS 5

17 DETAILS 6

18 DETAILS 7

19 DETAILS 8

20 DETAILS 9

NOTES:

I. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CITY OF HOOD

RIVER ENGINEERING STANDARDS, THE ODOT/APWA OREGON STANDARDS SPECIFICATIONS

FOR CONSTRUCTION, AND THE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARD

SPECIFICATIONS. IN CASE OF CONFLICTS, THE CITY`S ENGINEERING STANDARDS SHALL

APPLY UNLESS SPECIFICALLY LISTED AS A DESIGN EXCEPTION ON THIS DRAWINGS.

II. ALL LATE-SEASON AC PAVING (PLACED AFTER OCTOBER 15TH AND BEFORE APRIL 1ST), SHALL

BE HELD TO THE SAME PERFORMANCE CRITERIA AS ALL OTHER PAVING. IF FOR ANY REASON

THERE IS AGGREGATE SEPARATION, A ROUGH FINISHED SURFACE, OR OTHER

NON-ACCEPTABLE FINAL PRODUCT AND THE CITY OF HOOD RIVER'S ENGINEER DETERMINES

THAT IT IS NOT IN THE BEST INTEREST OF THE CITY TO REJECT THE WORK AND HAVE IT

REMOVED AND RECONSTRUCTED, THE CITY OF HOOD RIVER'S ENGINEER MAY REQUIRE AN

ASPHALT SEAL COAT OR OTHER REMEDIATION ON THE ENTIRE SURFACE OR PORTIONS

THEREOF.

III. DESIGN EXCEPTIONS: ALL DESIGN EXCEPTIONS SHALL BE LISTED BELOW THIS NOTE.

1) A DESIGN EXCEPTION AS PER HRES 2.1.C IS REQUESTED TO USE A 1" = 10' HORIZONTAL

SCALE AND 1" = 5' VERTICAL SCALE ON ONE PROFILE ON SHEET 8.

SIGNATURE BLOCK:

KYLE THOMPSON, INTERIM CITY OF HOOD RIVER ENGINEER DATE

ADAM SCHMID, CITY OF HOOD RIVER PUBLIC WORKS DIRECTOR DATE

J A N

REGISTE

RED

PRO

FESS

IONAL

N G

I N

E E

RA NDOL P

H S

LLMAN

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A P

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AutoCAD SHX Text

55479PE OREGON

AutoCAD SHX Text

EXPIRES 06/30/2026

Apedroza Text Box

FOR BIDDING PURPOSES ONLY

SHEET NO.

H O

O D

O R

-3

-6

W W

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K U

S .C

O M

N o

D A

D R W

N C H

K D

C R

SHEET NAME

DATE

PROJECT NAME

PROJECT NO.

CLIENT

PHASE

REVISION

R K E ng in ee ri ng

A ll ri gh ts r es er ve d.

Th es e dr aw in gs a re t he p ro pe rt y of H

R K E ng in ee ri ng

a nd a re n ot t o be u se d or r ep ro du ce d in a ny m an ne r, w ith ou t pr io r w ri tt en p er m is si on

E E

E R

E S

PORTWAY PARKING LOT

H O

O D

O R

GENERAL NOTES

OF 20

APRIL 2024

24-016

E P

O R T

M A R

A D

CONSTRUCTION

DRAWINGS, THESE STRUCTURES SHALL BE REMOVED OR ABANDONED AT THE CONTRACTOR'S

EXPENSE. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY UPON DISCOVERY OF

ANY SEPTIC TANKS, WELLS OR FUEL TANKS NOT SHOWN ON THE DRAWINGS, AND OBTAIN

CONCURRENCE FROM THE OWNER PRIOR TO PROCEEDING WITH THE WORK. THE CONTRACTOR

SHALL PROVIDE THE OWNER WITH A DETAILED COST BREAKDOWN OF ALL WORK RELATED TO

REMOVING OR ABANDONING SAID STRUCTURES. THE CONTRACTOR SHALL BE REIMBURSED

ON A TIME AND MATERIALS BASIS OR AT A NEGOTIATED PRICE AS AGREED TO BY THE OWNER.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO

ENSURE THAT PUBLIC STREETS AND RIGHT-OF-WAYS ARE KEPT CLEAN OF MUD, DUST, AND

DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE BY

THE CONTRACTOR.

TESTING & INSPECTION:

1. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED OR NECESSARY INSPECTIONS ARE

COMPLETED BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO PROCEEDING WITH

SUBSEQUENT WORK, WHICH COVERS OR THAT IS DEPENDENT ON THE WORK TO BE

INSPECTED. FAILURE TO OBTAIN NECESSARY INSPECTION(S) AND APPROVAL(S) SHALL

RESULT IN THE CONTRACTOR BEING FULLY RESPONSIBLE FOR ALL PROBLEMS ARISING FROM

UNINSPECTED WORK.

2. UNLESS OTHERWISE SPECIFIED, SHEET C3 OUTLINES THE REQUIRED MINIMUM TESTING

SCHEDULE FOR THE PROJECT. THIS TESTING SCHEDULE IS NOT COMPLETE, AND DOES NOT

RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF OBTAINING ALL NECESSARY

INSPECTIONS FOR ALL WORK PERFORMED, REGARDLESS OF WHO IS RESPONSIBLE FOR

PAYMENT.

GRADING, PAVING, & DRAINAGE:

1. UNLESS OTHERWISE NOTED, ALL GRADING, ROCKING, AND PAVING SHALL CONFORM TO HRES

STANDARD SPECIFICATIONS, CURRENT EDITION.

2. THE CONTRACTOR SHALL CLEAR AND GRUB WITHIN WORK LIMITS ALL SURFACE VEGETATION, TREES, STUMPS, BRUSH, ETC. STRIP WORK LIMITS, REMOVING ALL ORGANIC MATTER THAT

CANNOT BE COMPACTED INTO A STABLE MASS. DO NOT DAMAGE OR REMOVE TREES EXCEPT

AS APPROVED BY THE ENGINEER SHOWN ON THE DRAWINGS. PROTECT ALL ROOTS 2 INCHES

IN DIAMETER OR LARGER. ALL TREES, BRUSH AND DEBRIS ASSOCIATED WITH CLEARING,

STRIPPING OR GRADING SHALL BE REMOVED AND DISPOSED OF OFF-SITE.

3. IMMEDIATELY FOLLOWING STRIPPING OPERATIONS, THE CONTRACTOR SHALL COMPACT

SUBGRADE TO 95% WITHIN THE PUBLIC RIGHT-OF-WAY (90% IN OTHER AREAS) OF THE

MAXIMUM DRY DENSITY PER AASHTO T-180 TEST METHOD (STANDARD PROCTOR). SUBGRADE

MUST BE INSPECTED AND APPROVED BY AN INDEPENDENT TESTING ORGANIZATION PRIOR TO

PLACING EMBANKMENTS, ENGINEERED FILLS, OR FINE GRADING FOR BASE ROCK.

4. ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18 INCHES IN DEPTH WHICH

ARE LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY, BUILDING PADS, PARKING LOTS OR

OTHER AREAS TO BE IMPROVED. ENGINEERED FILLS SHALL BE CONSTRUCTED IN 6" LOOSE

LIFTS OVER APPROVED SUBGRADES. EACH LIFT IN THE PUBLIC RIGHT-OF-WAY SHALL BE

COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY PER AASHTO T-180 TEST METHOD

(STANDARD PROCTOR) OR TO 90% OF THE MAXIMUM DRY DENSITY PER AASHTO T-180 FOR

ALL OTHER AREAS.

5. CRUSHED ROCK SHALL CONFORM TO THE REQUIREMENTS SECTION 207 (AGGREGATE BASE)

APWA STANDARD SPECIFICATIONS. COMPACT TO 95% OF THE MAXIMUM DRY DENSITY PER

AASHTO T-180 TEST METHOD (MODIFIED PROCTOR). WRITTEN COMPACTION TEST RESULTS

FROM AN INDEPENDENT TESTING LABORATORY BE RECEIVED BY THE OWNER'S AUTHORIZED

REPRESENTATIVE PRIOR TO PLACING ASPHALT PAVEMENT.

6. ASPHALT PAVEMENT SHALL CONFORM TO SECTION 211 (ASPHALT CONCRETE PAVEMENT)

APWA STANDARD SPECIFICATIONS FOR STANDARD DUTY MIX. ASPHALT PAVEMENT SHALL BE

COMPACTED TO A MINIMUM OF 92% OF MAXIMUM DENSITY AS DETERMINED BY THE RICE

STANDARD METHOD.

7. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE RUN BETWEEN

ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN.

8. FINISH PAVEMENT GRADES AT TRANSITION IN EXISTING PAVEMENT SHALL MATCH EXISTING

PAVEMENT GRADES OR BE FEATHERED PAST JOINTS WITH EXISTING PAVEMENT AS REQUIRED

TO PROVIDE A SMOOTH, FREE DRAINING SURFACE.

9. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, GAS VALVES, WATER

VALVES AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADES OF THE

PAVEMENT, SIDEWALK, LANDSCAPED AREA OR MEDIAN STRIP WHEREIN THEY LIE. VERIFY

THAT ALL VALVE BOXES AND RISERS ARE CLEAN AND CENTERED OVER THE OPERATION NUT.

ADJUSTMENT AFTER PLACEMENT OF FINAL WEARING COURSE WILL NOT BE ALLOWED.

10. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO CUT OR FILL SLOPES SHALL BE

CONSTRUCTED STEEPER THAN 2H:1V.

CURBS & SIDEWALK:

1. UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, 6 INCHES NOMINAL CURB

EXPOSURE SHALL BE USED FOR DESIGN OF ALL PARKING LOT AND STREET GRADES.

2. THE CONTRACTOR SHALL CONSTRUCT CURB RAMPS AT ALL INTERSECTIONS IN ACCORDANCE

WITH CURRENT PROWAG ACT STANDARDS.

3. SIDEWALKS SHALL BE A MINIMUM OF 4 INCHES THICK AND STANDARD DRIVEWAYS SHALL BE

A MINIMUM OF 6 INCHES THICK. COMMERCIAL USE DRIVEWAYS AND ALLEY APPROACHES

SHALL BE MINIMUM 8 INCHES THICK. ALL CURBS, SIDEWALKS AND DRIVEWAYS SHALL BE

CONSTRUCTED USING 3000 PSI CONCRETE WITH TYPE 1 OR TYPE 1D CLEAR CURING

COMPOUND.

4. WHEN TRENCH EXCAVATION REQUIRES REMOVAL OF CONCRETE CURBS AND/OR SIDEWALKS,

THE CURBS AND/OR SIDEWALKS SHALL BE SAWCUT AND REMOVED AT A TOOLED JOINT

UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE CITY. THE SAWCUT LINES SHOWN ON

DRAWINGS ARE SCHEMATIC AND NOT INTENTED TO SHOW THE EXACT ALIGNMENT OF SUCH

CUTS.

PIPED UTILITIES:

1. ALL TAPING OF EXISTING MUNICIPAL SANITARY SEWER, STORM DRAINAGE MAINS, AND

MANHOLES MUST BE PERFORMED BY CONTRACTOR FORCES. INSTALLATION AND TESTING

MUST CONFORM TO CITY STANDARDS.

2. UNDER FUTURE STREETS OR SIDEWALKS, USE CLASS "B" (3

4 INCH MINUS AGGREGATE)

BACKFILL FROM 6 INCHES BELOW PIPE TO SUBGRADE WHERE DEPTH OF COVER IS BETWEEN 2

AND 3 FEET AND WELL-GRADED CLASS "A" (NATIVE MATERIAL) ELSEWHERE. ROCKS NOT

EXCEEDING 6 INCHES IN GREATEST DIMENSION, WHICH ORIGINATE FROM THE TRENCH, WILL

BE PERMITTED IN THE BACKFILL FROM 1 FOOT ABOVE THE TOP OF ANY PIPE TO 1 FOOT BELOW

SUBGRADE. WHEN THE TRENCH IS WIDER THAN 3 FEET, ROCKS NOT EXCEEDING 6 INCHES IN

GREATEST DIMENSION, WHICH ORIGINATE FROM THE TRENCH, WILL BE PERMITTED IN THE

BACKFILL FROM 1 FOOT ABOVE THE TOP OF ANY PIPE OR BOX TO 5 FEET BELOW THE FINISHED SURFACE. ROCKS GREATER THAN 2 12 INCHES IN ANY DIMENSION WILL NOT BE PERMITTED IN

BACKFILL PLACED WITH 1 FOOT OF SUBGRADE. WHERE ROCKS ARE INCLUDED IN THE

BACKFILL, THEY SHALL BE MIXED WITH SUITABLE EXCAVATED MATERIALS SO AS TO

ELIMINATE VOIDS. SUBJECTS TO THE PROVISIONS SPECIFIED HEREIN, THE MATERIAL

OBTAINED FROM PROJECT EXCAVATIONS MAY BE USED AS BACKFILL PROVIDED THAT ALL

ORGANIC MATERIAL, RUBBISH, DEBRIS, AND OTHER OBJECTIONABLE MATERIALS ARE FIRST

REMOVED. HOWEVER, BROKEN CONCRETE AND ASPHALT PAVEMENT OBTAINED FROM THE

PROJECT EXCAVATIONS WILL BE PERMITTED IN THE BACKFILL SUBJECT TO THE SAME

LIMITATIONS AS ROCKS.

3. CONTRACTOR SHALL ARRANGE TO ABANDON EXISTING SANITARY SEWER AND WATER

UTILITIES NOT SCHEDULED TO REMAIN IN SERVICE IN ACCORDANCE WITH APPROVING

AGENCY REQUIREMENTS.

GENERAL NOTES:

1. THE CITY OF HOOD RIVER IS REFERRED TO AS THE "CITY" THROUGHOUT THESE DRAWINGS.

2. CONTRACTOR SHALL PROCURE AND CONFORM TO ALL CONSTRUCTION PERMITS REQUIRED BY

THE CITY. OWNER TO PAY ALL PROJECT PERMIT COSTS. CONTRACTOR SHALL PROVIDE OWNER

48 HOURS NOTICE PRIOR TO REQUIRING PAYMENT FOR PERMITS.

3. CONTRACTOR TO PAY ALL PROJECT UTILITY TAPPING, TV, AND CHLORINATION COSTS. COSTS

FOR RETESTING SHALL BE BORNE BY THE CONTRACTOR. CONTRACTOR SHALL COORDINATE

AND PAY ALL COSTS ASSOCIATED WITH CONNECTING TO EXISTING WATER SYSTEM, SANITARY

SEWER SYSTEM, AND STORM DRAINAGE SYSTEM FACILITIES.

4. CONTRACTOR SHALL PROVIDE ALL BONDS AND INSURANCE REQUIRED BY PUBLIC AND/OR

PRIVATE AGENCIES HAVING JURISDICTION.

5. ALL MATERIALS AND WORKMANSHIP FOR FACILITIES IN STREET RIGHT-OF-WAY OR

EASEMENTS SHALL CONFORM TO APPROVING AGENCIES' CONSTRUCTION SPECIFICATIONS

WHEREIN EACH HAS JURISDICTION, INCLUDING BUT NOT LIMITED TO THE CITY, OREGON

PUBLIC HEALTH DIVISION (PHD), AND THE OREGON DEPARTMENT OF ENVIRONMENTAL

QUALITY (DEQ).

6. UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR, CONSTRUCTION OF ALL

PUBLIC FACILITIES SHALL BE DONE BETWEEN 7:00 AM. AND 6:00 P.M., MONDAY THROUGH

FRIDAY.

7. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THE PROJECT IN

ACCORDANCE WITH THE APPROVED CONSTRUCTION DRAWINGS INCLUDING SUCH

INCIDENTALS AS MAY BE NECESSARY TO MEET APPLICABLE AGENCY REQUIREMENTS AND

PROVIDE A COMPLETED PROJECT.

8. ALL PUBLIC IMPROVEMENTS SHALL BE INSPECTED BY THE RESIDENT ENGINEER (RE), OR A

QUALIFIED INDIVIDUAL UNDER THE SUPERVISION OF THE RE. THE RE SHALL NOT HAVE ANY

PECUNIARY INTEREST IN THE PROJECT OR DEVELOPMENT, OTHER THAN THAT AS A

PROFESSIONAL SERVICE PROVIDER. THE APPLICANT SHALL HAVE THE RE DESIGNATED PRIOR

TO THE PRE-CONSTRUCTION MEETING WHERE THE RE'S ATTENDANCE IS MANDATORY. ALL

COSTS ASSOCIATED WITH THE RE'S WORK AND TESTING SHALL BE PAID BY THE APPLICANT.

THE RE'S MINIMUM RESPONSIBILITIES ARE DEFINED IN HRES 13.1.

9. ANY INSPECTION BY THE CITY OR OTHER AGENCIES SHALL NOT, IN ANY WAY, RELIEVE THE

CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN STRICT COMPLIANCE WITH

THE CONTRACT DOCUMENTS, APPLICABLE CODES AND AGENCY REQUIREMENTS.

10. ALL EXCAVATORS SHALL COMPLY WITH ALL PROVISIONS OF ORS 757.542 TO 757.562 AND

757.993 INCLUDING NOTIFICATION OF ALL OWNERS OF UNDERGROUND FACILITIES AT LEAST

48 BUSINESS DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE COMMENCING

ANY EXCAVATION. "ONE CALL" LOCATE NUMBER IS (800) 246-2344. NO WORK SHALL

COMMENCE WITHOUT APPROVED TSP.

11. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, TRAFFIC CONES

PER CITY REQUIREMENTS IN ACCORDANCE WITH THE MUTCD (INCLUDING OREGON AND/OR

WASHINGTON AMENDMENTS). ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES.

ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY

CONSTRUCTION ACTIVITY.

12. THE CONTRACTOR SHALL TAKE NO ADVANTAGE OF ANY ERRORS, OMISSIONS, OR

DISCREPANCIES IN THE PLANS. WHEN ERRORS, OMISSIONS OR DISCREPANCIES ARE FOUND,

THE ENGINEER SHALL BE NOTIFIED. WORK PERFORMED BY THE CONTRACTOR AS A RESULT OF

AN ERROR, OMISSION OR DISCREPANCY IN THE PLANS SHALL BE AT THE CONTRACTOR'S RISK

AND EXPENSE WHEN SUCH ERROR, OMISSION, OR DISCREPANCY HAS NOT BEEN BROUGHT TO

THE ATTENTION OF THE ENGINEER.

EXISTING UTILITIES & FACILITIES:

1. THE CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF APPROVED DRAWINGS ON THE

CONSTRUCTION SITE AT ALL TIMES WHEREON HE WILL RECORD ANY APPROVED DEVIATIONS

IN CONSTRUCTION FROM THE APPROVED DRAWINGS, AND THE STATION LOCATIONS AND

DEPTHS OF ALL EXISTING UTILITIES ENCOUNTERED. THESE FIELD RECORD DRAWINGS SHALL

BE KEPT UP TO DATE AT ALL TIMES AND SHALL BE AVAILABLE FOR INSPECTION BY THE CITY

UPON REQUEST. FAILURE TO CONFORM TO THIS REQUIREMENT MAY RESULT IN DELAY OF

PAYMENT AND/OR FINAL ACCEPTANCE OF THE PROJECT.

2. UPON COMPLETION OF CONSTRUCTION OF ALL NEW FACILITIES, CONTRACTOR SHALL SUBMIT

A CLEAN SET OF FIELD RECORD DRAWINGS CONTAINING ALL AS-BUILT DRAWINGS TO THE

ENGINEER FOR USE IN THE PREPARATION OF AS-BUILT DRAWINGS FOR SUBMITTAL TO THE

CITY AND OWNER. ALL INFORMATION SHOWN ON THE CONTRACTOR'S FIELD RECORD

DRAWINGS SHALL BE SUBJECT TO VERIFICATION BY THE ENGINEER. IF SIGNIFICANT ERRORS

OR DEVIATIONS ARE NOTED BY THE ENGINEER, AN AS-BUILT SURVEY PREPARED AND

STAMPED BY A REGISTERED PROFESSIONAL LAND SURVEYOR AND/OR QUALIFIED ENGINEER

SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE.

3. THE LOCATION AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ON THESE DRAWINGS,

ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE ENGINEER OR

UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF SUCH

RECORDS. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND SIZES OF ALL EXISTING

UTILITIES PRIOR TO CONSTRUCTION.

4. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING PROPERTY AND STREET

MONUMENTS PRIOR TO CONSTRUCTION. ANY MONUMENTS DISTURBED DURING

CONSTRUCTION OF THE PROJECT SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT

THE CONTRACTOR'S EXPENSE.

5. THE CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES

WHERE NEW FACILITIES CROSS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING

POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF CONSTRUCTION TO MAKE NECESSARY

GRADE MODIFICATIONS WITHOUT DELAYING THE WORK. IF GRADE MODIFICATION IS

NECESSARY, CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER, AND THE DESIGN ENGINEER

SHALL OBTAIN APPROVAL FROM THE CITY ENGINEER PRIOR TO CONSTRUCTION. ALL UTILITY

CROSSINGS SHALL BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO

ALLOW THE CONTRACTOR TO PREVENT GRADE OR ALIGNMENT CONFLICTS.

6. ALL FACILITIES SHALL BE MAINTAINED IN-PLACE BY THE CONTRACTOR UNLESS OTHERWISE

SHOWN OR DIRECTED. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO

SUPPORT, MAINTAIN, OR OTHERWISE PROTECT EXISTING UTILITIES AND OTHER FACILITIES

AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL LEAVE EXISTING FACILITIES

IN AN EQUAL OR BETTER-THAN-ORIGINAL CONDITION AND TO THE SATISFACTION OF THE

CITY ENGINEER.

7. UTILITIES OR PORTIONS OF UTILITIES INTERFERING THAT ARE ABANDONED IN PLACE SHALL

BE REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK.

THE CONTRACTOR SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES.

8. CONTRACTOR SHALL REMOVE ALL EXISTING SIGNS, MAILBOXES, FENCES, LANDSCAPING, ETC., AS REQUIRED TO AVOID DAMAGE DURING CONSTRUCTION AND REPLACE THEM TO EQUAL OR

BETTER-THAN-ORIGINAL CONDITION.

9. ANY SEPTIC TANKS ENCOUNTERED DURING CONSTRUCTION SHALL BE PUMPED OUT. THE

CONTRACTOR SHALL BREAK BOTTOM OF TANK OUT AND BACKFILL WITH PEA GRAVEL UNLESS

OTHERWISE REQUIRED BY PUBLIC AGENCIES HAVING JURISDICTION. SEPTIC TANK REMOVAL

TO BE IN ACCORDANCE WITH SANITARIAN REQUIREMENTS.

10. ANY WELLS ENCOUNTERED SHALL BE ABANDONED PER STATE REQUIREMENTS.

11. ANY FUEL TANKS ENCOUNTERED SHALL BE REMOVED AND DISPOSED OF PER STATE

REQUIREMENTS, AND BACKFILLED WITH COMPACTED GRANULAR MATERIAL.

12. THE CONTRACTOR SHALL COORDINATE AND PAY ALL COSTS ASSOCIATED WITH REMOVING OR

ABANDONING ANY SEPTIC TANKS, WELLS (INCLUDING BOREHOLE PIEZOMETERS), AND FUEL

TANKS ENCOUNTERED AS PER REGULATING AGENCY REQUIREMENTS. WHEN SHOWN ON THE

TABLE 2: SPECIFICATIONS FOR

STORM DRAINAGE & SANITARY SEWER PIPING

COVER DEPTH TO PIPE INVERT SPECIFICATIONS FOR PIPING 8 INCHES TO

48 INCHES IN DIAMETER

LESS THAN 2 FEET OF COVER

CLASS 52 DUCTILE IRON PIPE WITH BELL AND

SPIGOT JOINTS AND RUBBER GASKET OR HDPE

(HIGH DENSITY POLYETHYLENE) PIPE

CONFORMING TO AASHTO M 252 (8"-10") OR

AASHTO M-294, TYPE S (12"-48") WITH

PRESSURE TESTABLE FITTINGS AND O-RING

GASKETS CONFORMING TO ASTM F-1336 AND

ASTM F-477 RESPECTIVELY WITH CDF BACKFILL.

2 TO 2.5 FEET OF COVER

PIPE SPECIFIED FOR LESSER COVER DEPTH OR

PVC ASTM D3034 SDR-35 ELASTOMERIC

GASKETS CONFORMING TO ASTM D-3212.

2.5 FEET OR MORE OF COVER

PIPE SPECIFIED FOR LESSER COVER DEPTH OR

PIPE APPROVED BY ENGINEER

NOTE: HDPE (HIGH DENSITY POLYETHYLENE)

PIPE NOT PERMITTED FOR DEPTH TO INVERT

GREATER THAN 20 FEET.

4. ALL PIPED UTILITIES ABANDONED IN PLACE SHALL HAVE ALL OPENINGS CLOSED WITH

CONCRETE PLUGS WITH A MINIMUM LENGTH EQUAL TO 2 TIMES THE DIAMETER OF THE

ABANDONED PIPE.

5. THE END OF ALL UTILITY STUBS SHALL BE MARKED WITH A COLOR-CODED 2X4 AND WIRED TO

PIPE STUB.

6. ALL NON-METALLIC WATER, SANITARY SEWER AND STORM DRAINAGE PIPING SHALL HAVE

12-GAUGE Cu COLOR-CODED STRANDED WIRE.

7. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION OVERNIGHT.

ALL SUCH TRENCHES SHALL BE CLOSED BEFORE THE END OF EACH WORK DAY AND NORMAL

TRAFFIC FLOWS SHALL BE RESTORED.

8. SANITARY SEWER SERVICE LATERALS SHALL BE RUN TO EDGE OF R.O.W. AT 1

4 INCH PER 12

INCH SLOPE. LATERALS TO BE INSTALLED DOWNSTREAM OF MAINLINE CLEAN OUTS AND/OR

MANHOLES. ALL CATCH BASINS TO HAVE 8 INCH PVC SDR-35 LATERALS. CATCH BASIN

LOCATION MAY BE MODIFIED TO ACCOMMODATE LOW SPOTS CREATED DURING

CONSTRUCTION. ENGINEER AND/OR CITY PROJECT MANAGER MAY REQUIRE ADDITIONAL CATCH

BASINS TO BE PLACED AT LOW SPOTS CREATED DURING CONSTRUCTION.

9. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENT TO PIPING LOCATIONS WHERE NECESSARY

TO AVOID CONFLICT. MAINTAIN 5 FOOT MINIMUM HORIZONTAL SEPARATION BETWEEN STORM

DRAINAGE PIPING AND SANITARY SEWER PIPING, 10 FOOT MINIMUM HORIZONTAL SEPARATION

BETWEEN SANITARY SEWER PIPING AND WATER PIPING, AND 5 FOOT MINIMUM HORIZONTAL

SEPARATION BETWEEN MANHOLES AND CATCH BASINS. MAINTAIN 1 FOOT MINIMUM VERTICAL

AND 2 FOOT MINIMUM HORIZONTAL SEPARATION BETWEEN CITY AND PRIVATE FRANCHISE

UTILITY SERVICES AND 2 FOOT MINIMUM HORIZONTAL SEPARATION BETWEEN CITY UTILITIES

IN A COMMON TRENCH.

WATER SYSTEM:

1. CITY FORCES SHALL OPERATE ALL WATER SYSTEM VALVES INCLUDING FIRE HYDRANTS ON

EXISTING PUBLIC MAINS.

2. ALL MATERIALS SHALL CONFORM TO CITY STANDARDS. ALL WATER MAINS SHALL BE PVC C-900

DR 14 COLORED BLUE THROUGHOUT THE ENTIRE COMPOSITION OF THE PIPE. ALL FITTINGS

SHALL BE DUCTILE IRON FITTINGS IN CONFORMANCE WITH AWWA C-153 AND NATIONAL

SANITATION FOUNDATION (NSF) STANDARD 61. THE MINIMUM WORKING PRESSURE FOR ALL MJ

CAST IRON OR DUCTILE IRON FITTINGS 4 INCHES THROUGH 24 INCHES IN DIAMETER SHALL BE

350 PSI FOR MJ FITTING AND 250 PSI FOR FLANGED FITTINGS.

3. MATERIALS THAT COME INTO CONTACT WITH POTABLE WATER SHALL MEET NSF STANDARD 61, SECTION 9 REQUIREMENTS.

4. ALL WATER MAINS TO BE INSTALLED WITH A MINIMUM 36 INCHES COVER TO FINISHED GRADE

UNLESS OTHERWISE NOTED OR DIRECTED. SERVICE LINES TO BE INSTALLED WITH A MINIMUM

24 INCHES COVER. ADDITIONAL DEPTHS MAY BE REQUIRED AS SHOWN ON THE DRAWINGS OR

TO AVOID OBSTRUCTIONS.

5. UNLESS OTHERWISE SHOWN OR APPROVED BY THE ENGINEER, ALL VALVES SHALL BE FLANGE

CONNECTED TO ADJACENT TEES OR CROSSES.

6. WATER SERVICE PIPE ON THE PUBLIC SIDE OF THE METER SHALL BE CTS POLY TUBING AS

SHOWN IN THE WATER SERVICE DETAIL.

7. ALL CONNECTIONS INTO EXISTING WATERLINES ARE TO BE PERFORMED BY CITY APPROVED

CONTRACTORS. SUBMIT NAME, QUALIFICATIONS AND MATERIAL SPECIFICATIONS TO CITY FOR

REVIEW AND APPROVAL A MINIMUM OF 1 WEEK IN ADVANCE OF WORK.

8. CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT AND MATERIALS (INCLUDING PLUGS, BLOWOFFS, VALVES, SERVICE TAPS, ETC.) REQUIRED TO FLUSH, TEST, AND DISINFECT

WATERLINES PER PUBLIC AGENCY REQUIREMENTS. PRESSURE TESTING SHALL BE PERFORMED

IN ACCORDANCE WITH APWA SECTION 402.3.04.

9. WORK SHALL BE PERFORMED IN A MANNER DESIGNATED TO MAINTAIN WATER SERVICE TO

BUILDINGS SUPPLIED FROM THE EXISTING WATERLINES. IN NO CASE SHALL SERVICE TO ANY

MAIN LINE OR BUILDING BE INTERRUPTED FOR MORE THAN 4 HOURS IN ANY ONE DAY.

CONTRACTOR SHALL NOTIFY THE CITY AND ALL AFFECTED RESIDENTS AND BUSINESSES A

MINIMUM OF 24 BUSINESS HOURS (1 BUSINESS DAY) PRIOR TO ANY INTERRUPTION OF

SERVICE.

10. WHEN SANITARY SEWER PIPE AND WATERLINES MUST CROSS, CROSSING ANGLE SHOULD BE AS CLOSE TO 90 DEGREES AS PRACTICAL WITH WATERLINE ON TOP. WHERE SANITARY SEWER PIPE

MUST CROSS ABOVE A WATERLINE, A MINIMUM OF 18 INCHES VERTICAL SEPARATION MUST BE

MAINTAINED, SEWER MAINS AND/OR LATERALS SHALL BE REPLACED WITH AWWA C-900 PVC

PIPE (DR 18) AT THE CROSSING. CENTER ONE FULL LENGTH OF AWWA C-900 PVC PIPE AT POINT

OF CROSSING. CONNECT TO EXISTING SANITARY SEWER PIPE WITH APPROVED RUBBER

COUPLINGS. BACKFILL WITH CDF AT THE CROSSING.

STORM DRAINAGE SYSTEM:

1. STORM DRAINAGE PIPING MATERIALS SHALL CONFORM TO THE CONSTRUCTION DRAWINGS AND

CITY STANDARDS. UNLESS OTHERWISE NOTED OR SHOWN ON THE DRAWINGS, STORM

DRAINAGE PIPING MATERIALS WITH WATERTIGHT JOINTS SHALL CONFORM TO TABLE 2.

CONTRACTOR SHALL USE UNIFORM PIPE MATERIAL ON EACH PIPE RIM BETWEEN STRUCTURES

UNLESS OTHERWISE DIRECTED OR APPROVED. JOINTED HDPE PIPE SHALL NOT BE USED FOR

SLOPES EXCEEDING 10%.

2. UNLESS OTHERWISE SPECIFIED, STORM DRAINAGE PIPE SHALL BE PVC IN CONFORMANCE WITH ASTM D3034, SDR 35. MINIMUM STIFFNESS SHALL BE 46 PSI PER ASTM D-2412 AND JOINT TYPE

SHALL BE ELASTOMERIC GASKET CONFORMING TO ASTM D-3212. ALL OTHER APPURTENANCES

AND INSTALLATION SHALL CONFORM TO CITY SPECIFICATIONS.

3. CATCH BASINS SHALL BE SET SQUARE WITH BUILDINGS OR WITH THE EDGE OF THE PARKING LOT OR STREET WHERE THEY LIE. STORM DRAINAGE INLET STRUCTURES AND PAVING SHALL BE

ADJUSTED SO WATER FLOWS INTO THE STRUCTURE WITHOUT PONDING.

4. UNLESS OTHERWISE APPROVED BY THE ENGINEER, ALL STORM DRAINAGE CONNECTIONS SHALL

BE MADE BY MANUFACTURED TEES OR SADDLES.

5. SWEEP (DEFLECT) STORM DRAINAGE PIPE INTO CATCH BASINS AND MANHOLES AS REQUIRED.

MAXIMUM JOINT DEFLECTION SHALL NOT EXCEED 5 DEGREES OR MANUFACTURERS'

RECOMMENDATIONS, WHICHEVER IS LESS.

6. UNLESS OTHERWISE SHOWN OR DIRECTED, THE CONTRACTOR SHALL INSTALL STORM

DRAINAGE PIPING IN ACCORDANCE WITH MANUFACTURERS' INSTALLATION

RECOMMENDATIONS.

7. PRIOR TO MANDREL TESTING OR FINAL ACCEPTANCE, FLUSH AND CLEAN ALL STORM DRAINS, AND REMOVE ALL FOREIGN MATERIAL FROM THE MAINLINES, MANHOLES, AND CATCH BASINS.

8. THE CONTRACTOR SHALL CONDUCT DEFLECTION TEST OF FLEXIBLE STORM DRAINAGE PIPES BY

PULLING AN APPROVED MANDREL THROUGH THE COMPLETED PIPE LINE FOLLOWING TRENCH

COMPACTION. THE DIAMETER OF THE MANDREL SHALL BE 95% OF THE ACTUAL INSIDE PIPE

DIAMETER. TEST SHALL BE CONDUCTED NOT MORE THAN 30 DAYS AFTER THE TRENCH

BACKFILLING AND COMPACTION HAS BEEN COMPLETED.

9. A SEPARATE PLUMBING PERMIT IS REQUIRED FOR ALL PRIVATE STORMWATER WORK AS

REQUIRED BY OSPC.

10. ALL STORMWATER WORK MUST COMPLY WITH THE APPROVED STORMWATER MANAGEMENT

PLAN. PROVIDE O&M MANUAL FOR ALL INSTALLED WORK. STORMWATER MANAGEMENT PLAN

SHALL BE UPDATED TO MATCH AS-BUILT CONDITIONS.

SANITARY SEWER SYSTEM:

1. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER PIPING SHALL BE PVC IN CONFORMANCE

WITH ASTM D3034, SDR 35. MINIMUM STIFFNESS SHALL BE 46 PSI PER ASTM D2412 AND JOINT

TYPE SHALL BE ELASTOMERIC GASKET CONFORMING TO ASTM D3212. ALL MATERIALS AND ALL

OTHER APPURTENANCES AND INSTALLATION SHALL CONFORM TO CITY SPECIFICATIONS.

2. ALL PRECAST MANHOLES SHALL BE PROVIDED WITH INTEGRAL RUBBER BOOTS. WHERE

MANHOLES WITH INTEGRAL RUBBER BOOTS ARE NOT USED, A SHEAR JOINT SHALL BE

PROVIDED ON ALL MAINLINES WITHIN 1.5 FEET OF THE OUTSIDE FACE OF THE MANHOLE.

WATERTIGHT LOCKDOWN LIDS REQUIRED ON ALL MANHOLES OUTSIDE OF PUBLIC

RIGHT-OF-WAY. ALL MANHOLES ARE TO HAVE FLOW CHANNELS CAST IN THEM.

3. OPENINGS FOR CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY SAWCUTTING OR

CORE-DRILLING EXISTING MANHOLE STRUCTURE. USE OF PNEUMATIC JACKHAMMER SHALL BE

PROHIBITED. CONNECTIONS SHALL BE WATERTIGHT AND SHALL PROVIDE SMOOTH FLOW INTO

AND THROUGH THE MANHOLE. SMALL CHIPPING HAMMERS OR SIMILAR LIGHT TOOLS, WHICH

WILL NOT DAMAGE OR CRACK THE MANHOLE BASE, MAY BE USED TO SHAPE CHANNELS OR

ENLARGE EXISTING OPENINGS IF AUTHORIZED BY THE ENGINEER.

4. PER DEQ REQUIREMENTS, CONTRACTOR SHALL HAVE PUBLIC SANITARY SEWER INSTALLATION

INSPECTED AND TESTED AND CERTIFIED BY A LICENSED ENGINEER. CONTRACTOR TO PROVIDE

ENGINEER WITH 48 HOURS MINIMUM ADVANCE NOTICE FOR INSPECTION.

5. CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS, EQUIPMENT FACILITIES TO TEST

SANITARY SEWER PIPE AND APPURTENANCES FOR LEAKAGE IN ACCORDANCE WITH CITY

CONSTRUCTION STANDARDS. SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED

FOR LEAKAGE. LEAKAGE TESTS SHALL INCLUDE AN AIR TEST OF ALL SEWER MAINS AND

LATERALS AND VACUUM TESTING OF THE MANHOLES. MANHOLE TESTING SHALL BE PERFORMED

AFTER COMPLETION OF ASPHALT PAVEMENT AND FINAL SURFACE RESTORATION.

6. MANHOLES CONSTRUCTED OVER EXISTING SANITARY SEWERS SHALL CONFORM TO THE

REQUIREMENTS OF APWA SECTION 308.03.02 (MANHOLES OVER EXISTING SEWERS). THE

EXISTING PIPE SHALL NOT BE BROKEN OUT UNTIL AFTER THE COMPLETION OF THE MANHOLE

TESTS.

7. PRIOR TO MANDREL TESTING AND/OR TV INSPECTION, ALL SANITARY SEWERS SHALL BE

CLEANED AND FLUSHED, AND ALL FOREIGN MATERIAL TO BE REMOVED FROM THE MAINLINES

AND MANHOLES.

8. CONTRACTOR SHALL CONDUCT DEFLECTION TESTS OF FLEXIBLE SANITARY SEWER PIPES BY

PULLING AN APPROVED MANDREL THROUGH THE COMPLETED PIPE FOLLOWING TRENCH

COMPACTION. THE DIAMETER OF THE MANDREL SHALL BE 95% OF THE ACTUAL INSIDE PIPE

DIAMETER. TEST SHALL BE CONDUCTED NOT MORE THAN 30 DAYS AFTER THE TRENCH

BACKFILLING AND COMPACTION HAS BEEN COMPLETED.

9. UPON COMPLETION OF ALL SEWER CONSTRUCTION, TESTING AND REPAIR, THE CONTRACTOR

SHALL CONDUCT A COLOR TV ACCEPTANCE INSPECTION OF ALL PUBLIC MAINLINES IN

ACCORDANCE WITH APWA 303.3.11. THE TV INSPECTION SHALL BE CONDUCTED BY AN

APPROVED TECHNICAL SERVICE, WHICH IS EQUIPPED TO MAKE AN AUDIO-VISUAL RECORDING

OF THE TV INSPECTION. UNLESS OTHERWISE REQUIRED BY AGENCY WITH JURISDICTION, A

STANDARD 1 INCH DIAMETER BALL SHALL BE SUSPENDED IN FRONT OF THE CAMERA DURING

THE INSPECTION. SUFFICIENT WATER TO REVEAL LOW AREAS OR REVERSE GRADE SHALL BE

DISCHARGED INTO THE PIPE IMMEDIATELY PRIOR TO INITIATION OF THE TV INSPECTION. THE

AUDIO-VISUAL RECORDING OF THE INSPECTION AND WRITTEN REPORT SHALL BE DELIVERED

TO THE CITY.

10. A SEPARATE PLUMBING PERMIT IS REQUIRED FOR ALL PRIVATE SANITARY WORK REQUIRED BY

THE OSPC.

STREET LIGHTS:

1. STREET LIGHTS SHALL BE INSTALLED AFTER ALL OTHER EARTHWORK AND PUBLIC UTILITY

INSTALLATIONS ARE COMPLETED AND AFTER ROUGH GRADING OF THE PROPERTY IS

ACCOMPLISHED TO PREVENT DAMAGE TO THE POLES.

2. STREET LIGHT POLES SHALL BE SET TO A DEPTH AS SPECIFIED BY THE MANUFACTURER, BUT

NOT LESS THAN 5 FEET.

3. STREET LIGHT POLES SHALL BE INSTALLED WITHIN ONE DEGREE OF PLUMB.

4. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES AND PAY ALL COSTS FOR

PROCUREMENT, INSTALLATION, WIRING, AND HOOK UP OF STREET LIGHTS.

PRIVATE UTILITIES:

1. UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR APPROVED BY JURISDICTION HAVING

AUTHORITY, ALL NEW PRIVATE UTILITIES (POWER, CABLE TV, TELEPHONE, AND GAS) SHALL BE

INSTALLED UNDERGROUND. INSTALLATION OF PRIVATE UTILITIES IN A COMMON TRENCH WITH

WATER, SANITARY SEWER, OR STORM DRAINAGE PIPING IS PROHIBITED.

2. CONTRACTOR SHALL COORDINATE WITH POWER, TELEPHONE, AND CABLE TV COMPANIES FOR

LOCATION OF VAULTS, PEDESTALS, ETC. ALL ABOVE GRADE FACILITIES SHALL BE PLACED IN A

LOCATION OUTSIDE THE PROPOSED SIDEWALK LOCATION.

3. POWER, TELEPHONE AND CATV TRENCHING AND CONDUITS SHALL BE INSTALLED PER UTILITY

COMPANY REQUIREMENTS WITH PULL WIRE. CONTRACTOR SHALL VERIFY WITH UTILITY

COMPANY FOR SIZE AND TYPE OF CONDUIT PRIOR TO CONSTRUCTION. ALL CHANGES IN

DIRECTION OF UTILITY CONDUIT RUNS SHALL HAVE LONG RADIUS STEEL BENDS.

4. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH PRIVATE UTILITY FOR RELOCATION OF

POWER POLES, VAULTS, ETC.

5. ALL PRIVATE UTILITY STRUCTURES (VAULTS, PEDESTALS, LIGHT POLES, ETC.) SHALL BE SET A

MINIMUM OF 1 FOOT FROM ANY PROPERTY CORNER OR SURVEY MONUMENT.

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TESTING SCHEDULE

OF 20

APRIL 2024

24-016

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M A R

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CONSTRUCTION

UTILITY BACKFILL COMPACTION

(OUT OF RIGHT OF WAY) (*2)

AASHTO T-99 or

AASHTO T-180

EVERY 200', MIN. 1/LINE;

2 @ 100' FOR FAILED TESTS (*1) PRIOR TO FINAL ACCEPTANCE MINIMUM COMPACTION REQUIRED:

95% WITH T-99 or 90% WITH T-180.

UTILITY BACKFILL COMPACTION

(OVER 3 FT IN DEPTH) (*2) SAME AS ABOVE REQUIREMENTS EVERY 5' OF DEPTH & SAME AS ABOVE

REQUIREMENTS SAME AS ABOVE REQUIREMENTS

CITY OF HOOD RIVER TESTING STANDARDS (2019)

TEST STANDARD FREQUENCY TESTING AGENCY TIMING TEST REQUIREMENTS CITY SIGNOFF & DATE

SUBGRADE CUT SECTION COMPACTION AGENCY/ENGINEER ALL AGENCY (*4) (*5) PRIOR TO BASE ROCK LOADED 10 CY TRUCK-PROOFROLL.

AASHTO T-180 EVERY 2500 CY, MIN. 2 & 1 PER 3' OF DEPTH CERTIFIED LAB FIELD REPORTS REQUIRED PRIOR

TO BASE ROCK 95% MIN. COMPACTION.

SUBGRADE FILL COMPACTION

AGENCY/ENGINEER

UTILITY BACKFILL COMPACTION

(IN RIGHT OF WAY) (*2) AASHTO T-180 EVERY 200', MIN. 1/LINE;

2 @ 100' FOR FAILED TESTS (*1) CERTIFIED LAB REPORTS PRIOR TO BASE ROCK 95% MIN. COMPACTION.

SAME AS ABOVE REQUIREMENTS SAME AS ABOVE REQUIREMENTS.

LOT AREA COMPACTION

(NON-TRAFFIC AREAS)

AASHTO T-99 or AASHTO T-180 MIN. 1 PER EVERY 3' DEPTH, EACH LOT PRIOR TO FINAL ACCEPTANCE MINIMUM COMPACTION REQUIRED:

95% WITH T-99 or 90% WITH T-180.

WATER MAINS DISINFECTION AWWA C651 ALL CONTRACTOR (*5) PRIOR TO BACTERIA SAMPLE AWWA C651 5.2.3.3 METHOD.

2 CONSECUTIVE TEST 24 HR APART PER REQ.

LOCATION MIN 2 LOCATIONS PER MAIN, 1

ADDITIONAL PER BRANCH AND 1 ADDITIONAL

PER 1,000 FT.

ALL AGENCY (*4) (*5) PRIOR TO BASE ROCK LOADED 10 CY TRUCK-PROOFROLL.

CERTIFIED LAB

BACTERIA WATER SAMPLE AWWA C651 ADDY LAB or

APPROVED LAB

PRIOR TO CONNECTION TO MAIN

& BASE ROCK E. COLI & COLIFORM ABSENT.

WATER LINE LEAK TEST

AWWA C605

AWWA C600

ASTM F2164

MAIN, SERVICE, F.H., AIR/VAC CONTRACTOR (*5) PRIOR TO BASE ROCK

C605 7.3 SIMULTANEOUS PRESSURE AND

LEAKAGE TEST OR C600 5.2 2HR @ MAX. OF 150%

OF STATIC OR 150 PSI, WHICHEVER IS GREATER.

SEWER PRESSURE MAIN LEAK TEST

AWWA C605

AWWA C600

ASTM F2164

MAIN, SERVICE, AIR/VAC CONTRACTOR (*5) PRIOR TO BASE ROCK

C605 7.3 SIMULTANEOUS PRESSURE AND

LEAKAGE TEST OR C600 5.2 2HR @ MAX. OF 150%

OF STATIC OR 150 PSI, WHICHEVER IS GREATER.

LOW PRESSURE SEWER PRESSURE TEST AGENCY/ENGINEER MAIN, AIR/VAC CONTRACTOR (*5) PRIOR TO BASE ROCK 15 MIN. @ 150 PSI (MIN) OR WORK PRESSURE

(HIGHER OF 2). NOT TO EXCEED 200 PSI.

STEP SEWER SERVICE AGENCY/ENGINEER ALL SERVICES CONTRACTOR PRIOR TO BASE ROCK 100 PSI FOR 30 SECONDS.

STEP / STEF SEWER TONE TEST AGENCY/ENGINEER MAIN, SERVICES AGENCY (*4) (*5) PRIOR TO BASE ROCK CONTINUOUS TONE.

GRAVITY SEWER - AIR TEST ASTM F1417 MAIN, SERVICES CONTRACTOR (*5) PRIOR TO BASE ROCK PER ASTM F1417-92.

STEF MH COATING AGENCY/ENGINEER ALL AFTER VACUUM TEST H2S RESISTANT - CERTIFIED APPLICATOR -

SUBMITTAL REQUIRED.-------

VACUUM TEST - MH ASTM C1244 ALL CONTRACTOR (*5) AFTER PAVEMENT INSTALLED PER ASTM C1244-05A.

HYDROSTATIC TEST - MH ASTM C969 ALL CONTRACTOR (*5) AFTER PAVEMENT INSTALLED 0.019 GPH/FT DIAM/FT OF DEPTH OF MH.

STEF/CONVENTIONAL SEWER - MANDREL TEST ODOT 00445 AT AGENCY REQUEST PRIOR TO BASE ROCK EFF LENGTH > D, MANDREL DIA > 0.95 D.CONTRACTOR (*5)

STEF/CONVENTIONAL SEWER - TV TEST ODOT 00445 MAIN REQUIRED PRIOR TO BASE ROCK INSPECTION REPORT & VIDEO.CONTRACTOR

STORM SEWER MANDREL TEST ODOT 00445 PRIOR TO BASE ROCKAT AGENCY REQUEST CONTRACTOR (*5) EFF LENGTH > D, MANDREL DIA > 0.95 D.

STORM SEWER TV TEST ODOT 00445 PRIOR TO BASE ROCKAT AGENCY REQUEST CONTRACTOR INSPECTION REPORT & VIDEO.

BASE ROCK GRADATION ODOT 00610 PRIOR TO PLACEMENTONE PER SOURCE CERTIFIED LAB COPY TO INSPECTOR.

BASE ROCK COMPACTION AASHTO T-180 EVERY 250'

PRIOR TO TOP ROCK, CURBS,

DRIVEWAYS, APPROACHES AND

SIDEWALKS

95% MIN. COMPACTION.CERTIFIED LAB

TOP ROCK GRADATION ODOT 00610 PRIOR TO PLACEMENTONE PER SOURCE CERTIFIED LAB COPY TO INSPECTOR.

TOP ROCK COMPACTION AGENCY/ENGINEER PRIOR TO PLACEMENTALL LOADED 10 CY TRUCK-PROOFROLL.AGENCY (*4) (*5)

AC GRADE & OIL CONTENT ODOT 00744 PRIOR TO PLACEMENTONE PER SOURCE CERTIFIED LAB COPY TO INSPECTOR.

AC COMPACTION AASHTO T-209 ONE EVERY 1000 TONS (*3) DURING PLACEMENT 1ST LIFT 91% MIN. COMPACTION. SUBSEQUENT

LIFTS 92% MIN. COMPACTION.CERTIFIED LAB

SUBGRADE GRADE CHECK ELEV AGENCY/ENGINEER PRIOR TO BASE ROCKPER STATION (0+25) +0.04' TOLERANCE.AGENCY (*4) (*5)

BASE ROCK GRADE CHECK ELEV AGENCY/ENGINEER PRIOR TO TOP ROCKPER STATION (0+25) MINIMUM SECTION REQUIRED.AGENCY (*4) (*5)

TOP ROCK GRADE CHECK ELEV AGENCY/ENGINEER PRIOR TO PAVEMENTPER STATION (0+25) +0.02' TOLERANCE.AGENCY (*4) (*5)

CONCRETE CURB ACI PRIOR TO TRAFFIC USEPER 100', 1 TEST MIN. 28 DAY STRENGTHCERTIFIED LAB

CONCRETE WALLS, STRUCTURAL ITEMS ACI PRIOR TO LOADINGPER ITEM AND EVERY 16 CYS 28 DAY STRENGTHCERTIFIED LAB

CONCRETE DRIVEWAYS, APRONS, APPROACHES ACI PRIOR TO TRAFFIC USEPER EACH AND EVERY 60 SY 28 DAY STRENGTHCERTIFIED LAB

NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH TESTING. ALL TESTING COST SHALL BE CONSIDERED INCIDENTAL AND

INCLUDED IN THE APPROPRIATE UNIT BID ITEM.

(*1): NOT LESS THAN ONE TEST BETWEEN UTILITY STRUCTURES (MH, CLEANOUTS, VAULTS, ETC).

(*2): ALL BACKFILL AROUND UTILITY STRUCTURES SHALL BE COMPACTED AND TESTED, ONE TEST PER STRUCTURE.

(*3): ONE TEST SHALL BE CONDUCTED EVERY BLOCK OR 500 LF OF WORK AS DETERMINED BY THE ENGINEER.

(*4): AGENCY SHALL BE OWNER APPROVED, INDEPEDENT, 3RD PARTY LAB OR TESTING AGENCY.

(*5): ENGINEER OR CITY REPRESENTATIVE SHALL BE PRESENT TO OBSERVE FIELD TESTS OR COLLECTION OF SAMPLES.

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R K E ng in ee ri ng

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Th es e dr aw in gs a re t he p ro pe rt y of H

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a nd a re n ot t o be u se d or r ep ro du ce d in a ny m an ne r, w ith ou t pr io r w ri tt en p er m is si on

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LEGEND

OF 20

APRIL 2024

24-016

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CONSTRUCTION

EXISTING SANITARY SEWER

PROPOSED SANITARY SEWER

EXISTING STORM SEWER

PROPOSED STORM SEWER

EXISTING CATCH BASIN

PROPOSED CATCH BASIN

EXISTING SANITARY MANHOLE

PROPOSED SANITARY MANHOLE

EXISTING SANITARY CLEANOUT

EXISTING WATER LINE

PROPOSED WATER LINE

EXISTING FIRE HYDRANT

PROPOSED FIRE HYDRANT

EXISTING WATER VALVE

PROPOSED WATER VALVE

EXISTING BLOW-OFF VALVE

PROPOSED BLOW-OFF VALVE

EXISTING WATER METER

PROPOSED WATER METER

EXISTING OVERHEAD POWER LINE

PROPOSED OVERHEAD POWER LINE

EXISTING UNDERGROUND POWER LINE

PROPOSED UNDERGROUND POWER LINE

EXISTING POWER POLE

PROPOSED POWER POLE

EXISTING ELECTRIC METER

PROPOSED ELECTRIC METER

EXISTING NATURAL GAS LINE

E-SD

P-SD

E-GAS

E-OHE

P-OHE

P-SAN

E-WTR

P-WTR

LEGEND:

EXISTING STORM MANHOLE

PROPOSED STORM MANHOLE

PROPOSED SANITARY CLEANOUT

EXISTING STORM DRAINAGE

CLEANOUT

PROPOSED STORM DRAINAGE

CLEANOUT

E-UE

P-UE

PROPOSED LIGHT POLE

E-SAN

P-GAS PROPOSED NATURAL GAS LINE

EXISTING GAS METER

PROPOSED GAS METER

EXISTING FENCE LINE

PROPOSED FENCE LINE

EXISTING INDEX CONTOUR LINE

EXISTING CONTOUR LINE

PROPOSED CONTOUR LINE - MAJOR

EXISTING PROPERTY LINE

PROPOSED PROPERTY LINEP-PL

EXISTING FLOWLINE

E-PL

EXISTING PUBLIC UTILITY EASEMENT

PROPOSED PUBLIC UTILITY EASEMENT

EXISTING RIGHT OF WAY

PROPOSED RIGHT OF WAY

P-PUE

PROPOSED CONTOUR LINE - MINOR

EXISTING LIGHT POLE

IRR

EXISTING GAS VALVE

PROPOSED GAS VALVE

EXISTING IRRIGATION LINE

PROPOSED IRRIGATION LINE

IRR

EXISTING IRRIGATION VALVE

PROPOSED IRRIGATION VALVE

PROPOSED POWER VAULT

P-PUE

NOTE: ALL OTHERS AS NOTED ON PLAN

LEGEND:

PROPOSED ASPHALT

PROPOSED SIDEWALK

EXISTING SIDEWALK

EXISTING BUILDING

EXISTING GREEN AREA

PROPOSED BUILDING

PROPOSED GREEN AREA

EXISTING ASPHALT

EXISTING SIGN

EXISTING TELEPHONE RISER

EXISTING TREE

A P

R T

R S T

S E

BC BOTTOM OF CURB

BOW BOTTOM OF WALL

CCP CONCRETE CYLINDER PIPE

CL/℄ CENTERLINE

CONC CONCRETE

E EAST

EG EXISTING GROUND

EP EDGE OF PAVEMENT

FL FLOW LINE

G GARBAGE BIN

IE INVERT ELEVATION

MH MANHOLE

N NORTH

OFF OFFSET

R RECYCLE BIN

ROW RIGHT-OF-WAY

S SOUTH

STA STATION

TOC TOP OF CURB

TOF TOP OF FLOOR

TOW TOP OF WALL

ABREVIATIONS:

W WEST

BTOC BACK TOP OF CURB

FF FINISH FLOOR

MEX MATCH EXISTING

AC ASPHALT

SW SIDEWALK

J A N

REGISTE

RED

PRO

FESS

IONAL

N G

I N

E E

RA NDOL P

H S

LLMAN

/2 5/

A P

R T

C O

M M

/1 1/

A P

R T

C O

M M

AutoCAD SHX Text

55479PE OREGON

AutoCAD SHX Text

EXPIRES 06/30/2026

Apedroza

55479PE OREGON

Apedroza

PORTWAY AVE

E- S D

E-SD

E- S D

E-SD

E- S D

E-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SD

E-

"Ø

C O

N C R

36"Ø CONCRETE

18"Ø PVC

"Ø

C O

N C R

EX-POWER VAULT

EX-BOLLARDS

EX-WATER VAULT

EX-STEPS

EX-BOLLARDS

SANITARY MANHOLE

RIM: 95.04'

12"Ø CONCRETE IE (E): 86.14'

12"Ø CONCRETE IE (S): 85.94'

12"Ø CONCRETE IE (E): 86.14'

E-SAN E-SAN E-SAN E-SAN E-SAN E-SAN E-SAN E-SAN E-SAN

E- S A N

E-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SANE-SAN

12"Ø CONCRETE

"Ø

C O

N C R

DRIVEWAY

E-WTR E-WTR E-WTR E-WTR E-WTR E-WTR E-WTR E-WTR E-WTR E-WTR E-WTR

E-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTRE-WTR

E- W

E-

E- W

E-

E- W

E-

E- W

E-

E- W

E-

E- W

E-

E- W

E-

E- W

E-

E- W

E-

E- W

E-

E- W

E-

E- W

E-

8"Ø DUCTILE IRON

8" Ø

D U

R O

TAX LOT 112

(4 ACRES)

(ZONE:LI)

TAX LOT 113

(0.35 ACRES)

(ZONE:OS/PF) TAX LOT 122

(6.4 ACRES)

(ZONE:OS/PF)

E-

E-PL

E-

E-PL

ROW

571.28' N 88°20'44" W

50.00' N 88°20'44" W

571.28' N 88°20'44" W

1°

'1 6"

1°

'1 6"

50.00' N 88°20'44" W

1°

'1 6"

428.46' N 88°20'44" W

STORM MANHOLE

RIM: 94.41'

36"Ø CONCRETE IE (NW): 83.26'

36"Ø CONCRETE IE (S): 83.66'

STORM MANHOLE

RIM: 94.18'

36"Ø CONCRETE IE (N): 81.43'

36"Ø CONCRETE IE (SE): 83.63'

18"Ø PVC IE (SW): 82.78'

STORM MANHOLE

RIM: 94.37'

10"Ø PVC IE (N): 84.02'

18"Ø PVC IE (NE): 83.87'

18"Ø PVC IE (SW): 83.92'

STORM MANHOLE

RIM: 93.01'

36"Ø CONCRETE IE (N): 81.12'

36"Ø CONCRETE IE (S): 81.26'

STORM OUTFALL

36"Ø CONCRETE IE (N): 80.42'

EX-BUILDING

EX-6 FOOT CHAIN LINK FENCE

EX-6 FOOT FENCE ENCLOSURE

TAX LOT 110

(2.58 ACRES)

(ZONE:OS/PF) TAX LOT 124

(1.29 ACRES)

(ZONE:LI)

182'

94'

91'

DRIVEWAY

75-FOOT ESEE SETBACK

20'

20' PUBLIC PATH AND UTILITY EASEMENT

6,900 SF (0.158 AC.)

E- G

A S

E- G

A S

E-G A S

E-G

E-GAS

E-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GASE-GAS

E-G A S

E- G

A S

E- G

A S

E- G

A S

E- G

A S

E- G

A S

E- G

A S

E- G

A S

E- G

A S

E- G

E- U

E E-

U E

E-U E

E-UE

E-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UE

E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE

E-UE

E-UE E-UE E-UE E-UE

E-UE E-UE E-UE E-UE E-UE E-UE

E- U

E E-

U E

E- U

E E-

U E

E- U

E E-

U E

E- U

E E-

U E

E- U

E E-

U E

E- U

E E-

U E

E- U

E E-

U E

E- U

EE-

C E-

U C

E- U

C E-

U C

E- U

C E-

U C

E- U

C E-

U C

E-U C

E-UCE-UCE-UCE-UCE-UCE-UCE-UCE-UC

E-UC

E-UCE-UCE-UCE-UCE-UCE-UCE-UCE-UCE-UCE-UCE-UCE-UCE-UCE-UCE-UCE-UCE-UCE-UCE-UCE-UC

E-UC

E- U

C E-

U C

E- U

C E-

U C

E- U

C E-

U C

E- U

C E-

U C

E- U

C E-

U C

E- U

C E-

U C

E- U

E-U E

E-U E E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE

DRIVEWAY

75-FOOT ESEE SETBACK

EX-TRANSFORMER

E-S D

STORM MANHOLE

RIM: 92.71'

12"Ø PVC IE (N): 87.36'

18"Ø PVC IE (E): 85.31'

12"Ø PVC IE (S): 87.46'

STORM CATCHBASIN

RIM: 92.22'

12"Ø PVC IE (N): 87.72'

STORM CATCHBASIN

RIM: 92.56'

12"Ø PVC IE (S): 89.81'

SANITARY MANHOLE

RIM: 92.88'

12"Ø CONCRETE IE (E): 86.98'

12"Ø CONCRETE IE (W): 86.93'

8"Ø PVC IE (N): 87.18'

E-SAN

SHEET NO.

H O

O D

O R

-3

-6

W W

.H R

K U

S .C

O M

N o

D A

D R W

N C H

K D

C R

SHEET NAME

DATE

PROJECT NAME

PROJECT NO.

CLIENT

PHASE

REVISION

R K E ng in ee ri ng

A ll ri gh ts r es er ve d.

Th es e dr aw in gs a re t he p ro pe rt y of H

R K E ng in ee ri ng

a nd a re n ot t o be u se d or r ep ro du ce d in a ny m an ne r, w ith ou t pr io r w ri tt en p er m is si on

E E

E R

E S

PORTWAY PARKING LOT

H O

O D

O R

EXISTING CONDITIONS

OF 20

APRIL 2024

24-016

E P

O R T

M A R

A D

CONSTRUCTION

NOTE:

1. TOPOGRAPHIC SURVEY PERFORMED BY HRK ENGINEERING & FIELD SERVICES ON APRIL 19, 2024.

2. BASIS OF BEARING:

- HORIZONTAL DATUM: OREGON STATE PLANE, NORTH ZONE NAD 83/91, INTERNATIONAL FEET

- VERTICAL DATUM: NAVD 1988.

3. CONTOURS SHOWN ARE 1' INTERVALS.

0' 50'

1" = 25' (22"x34")

25'

1" = 50' (11"x17")

A P

R T

R S T

S E

J A N

REGISTE

RED

PRO

FESS

IONAL

N G

I N

E E

RA NDOL P

H S

LLMAN

/2 5/

A P

R T

C O

M M

/1 1/

A P

R T

C O

M M

AutoCAD SHX Text

55479PE OREGON

AutoCAD SHX Text

EXPIRES 06/30/2026

Apedroza

55479PE OREGON

Apedroza

PORTWAY AVE SD

E-SD

E- S D

E-SD

E- S D

E-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SDE-SD

36"Ø CONCRETE

18"Ø PVC

"Ø

C O

N C R

EX-POWER VAULT

EX-BOLLARDS

EX-WATER VAULT

EX-STEPS

EX-BOLLARDS

SANITARY MANHOLE

RIM: 95.04'

12"Ø CONCRETE IE (E): 86.14'

12"Ø CONCRETE IE (S): 85.94'

12"Ø CONCRETE IE (E): 86.14'

E-SAN E-SAN E-SAN E-SAN E-SAN E-SAN E-SAN E-SAN E-SAN

E- S A N

12"Ø CONCRETE

"Ø

C O

N C R

DRIVEWAY

E-WTR E-WTR E-WTR E-WTR E-WTR E-WTR E-WTR E-WTR E-WTR E-WTR E-WTR

E- W

E-

E- W

E-

E- W

E-

E- W

E-

E- W

8"Ø DUCTILE IRON

TAX LOT 112

(4 ACRES)

(ZONE:LI)

TAX LOT 113

(0.35 ACRES)

(ZONE:OS/PF)

TAX LOT 122

(6.4 ACRES)

(ZONE:OS/PF)

E-

E-PL

E-

E-PL

ROW

571.28' N 88°20'44" W

50.00' N 88°20'44" W

571.28' N 88°20'44" W

1°

'1 6"

1°

'1 6"

50.00' N 88°20'44" W

1°

'1 6"

428.46' N 88°20'44" W

STORM MANHOLE

RIM: 93.01'

36"Ø CONCRETE IE (N): 81.12'

36"Ø CONCRETE IE (S): 81.26'

STORM OUTFALL

36"Ø CONCRETE IE (N): 80.42'

EX-BUILDING

EX-6 FOOT CHAIN LINK FENCE

EX-6 FOOT FENCE ENCLOSURE

182'

94'

91'

DRIVEWAY

75-FOOT ESEE SETBACK

20'

20' PUBLIC PATH AND UTILITY EASEMENT

6,900 SF (0.158 AC.)

E-G A S

E-G

E-GAS

E-U E

E-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UEE-UE

E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE E-UE

E-UE

E-UE E-UE E-UE E-UE

E-UE E-UE E-UE E-UE E-UE E-UE

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 May 9, 2025.