Exhibit N Part 1 - Bear Creek Drive Drawings.pdf

EXISTING LEGEND

PROPOSED LEGEND

REGION OF ANTICIPATED

RETROFIT WORK

PROJECT VICINITY MAP

CITY OF ASHLAND

TAP WATER SYSTEM IMPROVEMENT: BEAR CREEK DRIVE WATERLINE SEISMIC RETROFIT

CALL 48 HOURS BEFORE YOU DIG

ONE CALL 811

Jun. 28, 2024

TAPI2-P-COV.DWG

CITY OF ASHLAND

TAP WATER SYSTEM IMPROVEMENT: BEAR CREEK DRIVE WATERLINE SEISMIC RETROFIT

1. TOPOGRAPHIC SURVEY WAS PERFORMED BY PARIANI LAND SURVEYING, LLC, WITH

INITIAL FIELD WORK COMPLETED ON OCTOBER 31, 2023.

2. THE BASIS OF HORIZONTAL CONTROL FOR THIS SURVEY IS OREGON STATE PLANE,

SOUTH ZONE 3602.

3. THE BASIS OF VERTICAL CONTROL FOR THIS SURVEY IS THE NATIONAL AMERICAN

VERTICAL DATUM OF 1988 (NAVD 88) VIA RTK GPS OBSERVATIONS.

4. THE PROPERTY LINE SHOWN HEREON ARE APPROXIMATE AND NOT THE RESULT OF A

BOUNDARY SURVEY.

THE CLASSIFICATIONS FOR SUBSURFACE UTILITIES ARE OUTLINED AND EXPLAINED IN THE FOLLOWING

LIST:

UTILITY QUALITY LEVEL A. - PRECISE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES

OBTAINED BY THE ACTUAL EXPOSURE OF (OR VERIFICATION OF

PREVIOUSLY EXPOSED AND SURVEYED UTILITIES) AND

SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES,

USUALLY AT A SPECIFIC POINT. UNLESS OTHERWISE NOTED,

QUALITY LEVEL A IS ONLY APPLICABLE AT POTHOLED LOCATIONS

ON THE PLANS. AT ALL OTHER AREAS, THE UTILITY SHOULD BE

ASSUMED TO BE QUALITY LEVEL B.

UTILITY QUALITY LEVEL B. - INFORMATION OBTAINED THROUGH THE APPLICATION OF

APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE

THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF

SUBSURFACE UTILITIES.

UTILITY QUALITY LEVEL C. - INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE

ABOVE-GROUND UTILITY FEATURES

UTILITY QUALITY LEVEL D. - INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL

RECOLLECTIONS

NOTE: THE USE OF THE LINE TYPES PROVIDED ABOVE WAS A PRIMARY METHOD FOR INDICATING THE

ACCURACY OF THE UTILITIES SHOWN WITHIN THESE PLANS. WHEN THE SOURCE OF THE

INFORMATION WAS UNKNOWN OR THE METHOD FOR LOCATING THE UTILITIES WAS

UNAVAILABLE, QUALITY LEVEL D WAS USED AS THE DEFAULT.

POTHOLE LOCATION

X

X

THE FOLLOWING CONVENTIONS HAVE BEEN USED WITHIN THESE DRAWINGS TO

REFER THE READER BETWEEN THE SECTION/DETAIL AND THE PLAN FROM WHICH IT IS

REFERENCED.

REFERENCE BUBBLES

PLAN REFERENCE BUBBLE - REFERS READER BACK TO THE PLAN

FROM WHICH THE DETAIL OR SECTION ORIGINATED.

DETAIL/SECTION REFERENCE BUBBLE - REFERS READER TO THE

DRAWING ON WHICH THE DETAIL OR SECTION IS LOCATED.

WHERE, X = SECTION/DETAIL REFERENCE ID*

= DRAWING NUMBER ON WHICH DETAIL ORIGINATED OR RESIDES.

*SECTION/DETAIL REFERENCE ID CONVENTIONS:

SECTIONS OR ELEVATIONS SHOULD HAVE A LETTER REFERENCE ID

(A - ZZ) AND DETAILS SHOULD HAVE A NUMERICAL REFERENCE ID (0 - 999)

AC ASPHALT CONCRETE

CB CATCH BASIN

CDF CONTROL DENSITY FILL

CL CENTERLINE

CONC CONCRETE

CR CRUSHED

D DIAMETER

DI DUCTILE IRON

DWG DRAWING

E EASTING

EA EACH

EL ELEVATION

EOP EDGE OF PAVEMENT

EX EXISTING

IE INVERT ELEVATION

L LEFT

LF LINEAR FEET

MAX MAXIMUM

MIN MINIMUM

MUTCD MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES

N NORTHING

N12 CORRUGATED HIGH DENSITY

POLYETHYLENE DRAINAGE PIPE

NE NORTHEAST

NW NORTHWEST

OD OUTER DIAMETER

PE POLYETHYLENE

PROP PROPOSED

PVC POLYVINYL CHLORIDE

R RIGHT

RJ RESTRAINED JOINT

ROW RIGHT-OF-WAY

SE SOUTHEAST

SPEC SPECIFICATIONS

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

ST STORM

STA STATION LINE

STD STANDARD

SY SQUARE YARDS

SW SOUTHWEST

TYP TYPICAL

VCP VITRIFIED CLAY PIPE

W WATER

SUMMER 2024

DRAWING INDEXSECTION AND DETAIL REFERENCES

SUBSURFACE UTILITY LEGEND

ABBREVIATIONS

CONTACT PERSONNEL

PROJECT LOCATION MAP

SURVEY NOTES

CONTACT AGENCY PHONE

JASON STRAIT (PROJECT MANAGER) CITY OF ASHLAND 541-552-2419

TYLER DUNCAN, P.E. (PROJECT ENGINEER) RH2 ENGINEERING 425-471-8625

CHRIS STEPHENS CITY OF PHOENIX 541-621-9161

GAOYING VIGOA CITY OF TALENT 541-535-1566

NICK BAKKE RVSS (541) 665-6300

ERIC CHASE CHARTER (541) 210-0827

PACIFIC POWER 1-(888) 221-7070

ELI HABERMAN AVISTA (541) 690-0901

DERYCK MILLER LUMEN (480) 923-5255

TAP WATER SYSTEM

JACKSON COUNTY

BEAR CREEK DRIVE

PROJECT LOCATION

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 THE RULES BY CALLING THE CENTER AT 503-232-1978

ATTENTION: OREGON LAW REQUIRES THAT SPILLS BE REPORTED TO THE FOLLOWING ENTITIES:

OREGON EMERGENCY RESPONSE SYSTEM: 1-800-452-0311

THE NATIONAL RESPONSE CENTER: 1-800-424-8802

REPORT SPILLS

91486

OREGON

EXPIRES: 12/31/2025

TYLER MARKUS DUNCAN

RE

GI

STERED PROFESSIONA

LE N G I N E E R

SEPT 13 , 2016

PROJECT

LOCATION

I-5

1ST ST

M

AIN ST

CITY OF

PHOENIX

BEAR

CREEK

DRIVE

SHEET NO SHEET TITLE DWG NO

GENERAL NOTES

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0" 1" 2"

DRAWING IS FULL SCALE WHEN

BAR MEASURES 2"

SCALE:

G E

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L N

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91486

OREGON

EXPIRES: 12/31/2025

T<LE5 MA5.8S D8NCAN

5E

GI

STE5ED P5O)ESSIONA

LE N G I N E E 5

SEPT 13 , 2016

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PROJECT INFORMATION

CRITERIA

REFERENCES

GENERAL CONSTRUCTION

GENERAL NOTES

SITE

UTILITIES

TRAFFIC CONTROL

GENERAL TESC

GENERAL NOTES

1) THE INTENT OF THIS PROJECT IS TO RETROFIT THE EXISTING

24" DI WATERLINE WITH JOINT RESTRAINTS SUCH THAT THE

ENTIRE SECTION OF WATERLINE ALONG BEAR CREEK DRIVE IS

CONTINUOUSLY RESTRAINED. THE SECTIONS OF PIPELINE

INDICATED TO BE RETROFITTED IN THESE PLANS ARE BASED

UPON THE ORIGINAL DESIGN DRAWINGS FOR THE

TALENT-ASHLAND-PHOENIX WATER INTERTIES PIPELINE AND

WATER SYSTEM IMPROVEMENTS, DATED JULY 14TH, 2000,

PREPARED BY MONTGOMERY WATSON. THE ORIGINAL DESIGN

DRAWING ARE INCLUDED AS AN APPENDIX TO THE BID

PACKAGE FOR REFERENCE, THE EXACT LENGTHS OF

EXISTING UNRESTRAINED PIPE, AND ANY STATED QUANTITIES

OF JOINT RESTRAINTS REQUIRED TO RESTRAIN THE PIPE,

ARE ESTIMATED BASED SOLELY ON THE ORIGINAL

CONSTRUCTION DRAWINGS. QUANTITIES WILL CHANGE

DEPENDING ON ACTUAL CONDITIONS FOUND IN THE FIELD

DURING POTHOLING BY THE CONTRACTOR.

THE PROJECT SHALL BE SEQUENCED ACCORDING TO THE

FOLLOWING PHASES:

PHASE 1. DEVELOP A POTHOLING PLAN AND POTHOLE AT

APPROVED LOCATIONS TO LOCATE JOINTS.

CONTRACTOR SHALL COMPLETE ALL SPLIT BELL

JOINT RESTRAINT INSTALLATION WORK (REFER TO

KEYNOTE #1 ON SHEETS 04, 05, & 06).

PHASE 2. UPON COMPLETION OF ALL SPLIT BELL RESTRAINT

INSTALLATION WORK, AND AT THE APPROVAL OF

THE ENGINEER, THE CONTRACTOR SHALL BEGIN

THE EXCAVATION REQUIRED FOR THE FLEXIBLE

EXPANSION JOINTS (REFER TO KEYNOTE #2 ON

SHEET 04 & 06). THE CONTRACTOR SHALL

EXCAVATE TO THE EXTENTS REQUIRED BY THE

ENGINEER. THE CONTRACTOR SHALL NOT

PROCEED TO PHASE 3 WITHOUT THE APPROVAL OF

THE ENGINEER.

PHASE 3. UPON APPROVAL OF THE ENGINEER AND AFTER

ISOLATION AND DE-WATER OF THE EX 24" TAP LINE

BY CITY OF PHOENIX STAFF, THE CONTRACTOR

SHALL PROCEED WITH THE INSTALLATION OF THE

FLEXIBLE EXPANSION JOINTS AT THE LOCATIONS

DETERMINED BY THE ENGINEER. ONCE WORK TO

INSTALL THE FLEXIBLE EXPANSION JOINTS IS

STARTED, WORK SHALL PROGRESS CONTINOUSLY

UNTIL INSTALLATION IS COMPLETE AND WATER

CONVEYANCE WITHIN THE TAP WATERMAIN HAS

BEEN RESTORED.

CONSTRUCTION

SEQUENCING NOTES

0 00

1 00 2 00

8 00

9 00 10 00

11 00

29 20

STA. 0+00.00,

CONSTRUCTION ALIGNMENT

BEGINNING

N. 231251.52 E. 4293762.23

STA. 29+20.06,

CONSTRUCTION ALIGNMENT

BEGINNING

N. 229058.47

E. 4295372.24 DA

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Ju l 1

, 2

Ju l 1 , 2

CO

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DRAWING IS FULL SCALE WHEN

BAR MEASURES 2"

SCALE:

P R

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91486

OREGON

EXPIRES: 12/31/2025

TYLER MARKUS DUNCAN

RE

GI

STERED PROFESSIONA

LE N G I N E E R

SEPT 13 , 2016

C

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PLAN VIEW

W02

W03

W

S PACIFIC HWY

S PACIFIC HWY

W 1S

T

ST

W 2N

D

ST

W 3R

D

ST

W 4T

H S

T

W 5T

H S

T

6T H

S T

N CHURCH ST

PINE ST

N ROSE ST

BEAR CREEK GREEN WAY

BEAR CREEK

CITY OF PHOENIX

EX 4" BLOW OFF

4th St ree t

UMPQUA BANK

404 N MAIN ST

381W09DD - 300

UMPQUA BANK

404 N MAIN ST

381W09DD - 400

HOLDEN LEONE

457 BEAR CR DR

381W09DA - 4400

TBK LLC

485 BEAR CREEK DR

381W09DA - 3000

PHOENIX URBAN

RENEWAL AGENCY

BEAR CR DR

381W09DD - 600

STATE OF OREGON

BEAR CR DR

381W10CC - 100

Bear Creek Drive

7 00

WATER MAIN KEYNOTES

1) THE INTENT OF THIS PROJECT IS TO RETROFIT THE EXISTING

24" DI WATERLINE WITH JOINT RESTRAINTS SUCH THAT THE

ENTIRE SECTION OF WATERLINE ALONG BEAR CREEK DRIVE IS

CONTINUOUSLY RESTRAINED. THE SECTIONS OF PIPELINE

INDICATED TO BE RETROFITTED IN THESE PLANS ARE BASED

UPON THE ORIGINAL DESIGN DRAWINGS FOR THE

TALENT-ASHLAND-PHOENIX WATER INTERTIES PIPELINE AND

WATER SYSTEM IMPROVEMENTS, DATED JULY 14TH, 2000,

PREPARED BY MONTGOMERY WATSON. THE ORIGINAL DESIGN

DRAWING ARE INCLUDED AS AN APPENDIX TO THE BID

PACKAGE FOR REFERENCE, THE EXACT LENGTHS OF

EXISTING UNRESTRAINED PIPE, AND ANY STATED QUANTITIES

OF JOINT RESTRAINTS REQUIRED TO RESTRAIN THE PIPE,

ARE ESTIMATED BASED SOLELY ON THE ORIGINAL

CONSTRUCTION DRAWINGS. QUANTITIES WILL CHANGE

DEPENDING ON ACTUAL CONDITIONS FOUND IN THE FIELD

DURING POTHOLING BY THE CONTRACTOR.

2) RESTORE TRENCH PER DETAIL 1 ON SHEET D01.

3) WATER MAIN KEYNOTE 1 SHOWS THE APPROX LENGTH OF

PIPE TO RESTRAIN. AT EACH WORK LOCATION SHOWN ON

THESE PLANS, THE CONTRACTOR SHALL CONTINUE TO

EXCAVATE PIPE, IN BOTH DIRECTIONS BEYOND THE BOUNDS

SHOWN , UNTIL EXISTING RESTRAINTS ARE FOUND, TO

ENSURE ENTIRE PIPE IS RESTRAINED AT COMPLETION OF

PROJECT.

4) THE EX 24" DI TAP LINE IS COVERED IN CEMENT TREATED SOIL

OF VARIABLE DEPTH, WITH AN EXPECTED STRENGTH OF

APPROX 3000 PSI. AN APPROX 6" LAYER OF AC COVERS THE

CEMENT TREATED SOIL. THE CONTRACTOR SHALL BE AWARE

OF AND TAKE THIS INFORMATION INTO ACCOUNT WHEN

PERFORMING SAWCUTTING AND EXCAVATION WORK.

5) CONTRACTOR SHALL REPLACE ANY POLYWRAPPING

REMOVED FOR SPLIT BELL RESTRAINT OR FLEXIBLE

EXPANSION JOINT INSTALLATION WITH NEW

POLYWRAPPING MATERIAL. REFER TO DETAILS AND

SPECIFICATIONS FOR MORE DETAIL.

GENERAL NOTES

DA

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6, Ju n 2 6, CO

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SHEET NO.:

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0" 1" 2"

DRAWING IS FULL SCALE WHEN

BAR MEASURES 2"

SCALE:

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91486

OREGON

EXPIRES: 12/31/2025

TYLER MARKUS DUNCAN

RE

GI

STERED PROFESSIONA

LE N G I N E E R

SEPT 13 , 2016

C

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F A

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PLAN VIEW

VICINITY MAP

1s t S tre et

Bear Creek Drive

CITY OF PHOENIX

216 N MAIN ST

381W10CC - 200

LUVARA ROBERT

REV TRUST

105 FIRST ST

381W10CC - 2200

NICHOLS LINDA GAY

BEAR CREEK DR

381W10CC - 2100

NICHOLS LINDA GAY

111 W FIRST ST

381W10CC - 2000

STATE OF OREGON

BEAR CR DR

381W10CC - 100

WATER MAIN KEYNOTES

1) THE INTENT OF THIS PROJECT IS TO RETROFIT THE EXISTING

24" DI WATERLINE WITH JOINT RESTRAINTS SUCH THAT THE

ENTIRE SECTION OF WATERLINE ALONG BEAR CREEK DRIVE IS

CONTINUOUSLY RESTRAINED. THE SECTIONS OF PIPELINE

INDICATED TO BE RETROFITTED IN THESE PLANS ARE BASED

UPON THE ORIGINAL DESIGN DRAWINGS FOR THE

TALENT-ASHLAND-PHOENIX WATER INTERTIES PIPELINE AND

WATER SYSTEM IMPROVEMENTS, DATED JULY 14TH, 2000,

PREPARED BY MONTGOMERY WATSON. THE ORIGINAL DESIGN

DRAWING ARE INCLUDED AS AN APPENDIX TO THE BID

PACKAGE FOR REFERENCE, THE EXACT LENGTHS OF

EXISTING UNRESTRAINED PIPE, AND ANY STATED QUANTITIES

OF JOINT RESTRAINTS REQUIRED TO RESTRAIN THE PIPE,

ARE ESTIMATED BASED SOLELY ON THE ORIGINAL

CONSTRUCTION DRAWINGS. QUANTITIES WILL CHANGE

DEPENDING ON ACTUAL CONDITIONS FOUND IN THE FIELD

DURING POTHOLING BY THE CONTRACTOR.

2) RESTORE TRENCH PER DETAIL 1 ON SHEET D01.

3) WATER MAIN KEYNOTE 1 SHOWS THE APPROX LENGTH OF

PIPE TO RESTRAIN. AT EACH WORK LOCATION SHOWN ON

THESE PLANS, THE CONTRACTOR SHALL CONTINUE TO

EXCAVATE PIPE, IN BOTH DIRECTIONS BEYOND THE BOUNDS

SHOWN , UNTIL EXISTING RESTRAINTS ARE FOUND, TO

ENSURE ENTIRE PIPE IS RESTRAINED AT COMPLETION OF

PROJECT.

4) THE EX 24" DI TAP LINE IS COVERED IN CEMENT TREATED SOIL

OF VARIABLE DEPTH, WITH AN EXPECTED STRENGTH OF

APPROX 3000 PSI. AN APPROX 6" LAYER OF AC COVERS THE

CEMENT TREATED SOIL. THE CONTRACTOR SHALL BE AWARE

OF AND TAKE THIS INFORMATION INTO ACCOUNT WHEN

PERFORMING SAWCUTTING AND EXCAVATION WORK.

5) CONTRACTOR SHALL REPLACE ANY POLYWRAPPING

REMOVED FOR SPLIT BELL RESTRAINT INSTALLATION

WITH NEW POLYWRAPPING MATERIAL. REFER TO

DETAILS AND SPECIFICATIONS FOR MORE DETAIL.

GENERAL NOTES

DA

C

TM

D

Ju n 2

6, Ju n 2 6, CO

A

-0

TA

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2- P-

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W03 05 07

DWG NO.:

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SHEET NO.:

JO

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0" 1" 2"

DRAWING IS FULL SCALE WHEN

BAR MEASURES 2"

SCALE:

W A

TE

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M A

IN

P

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H E

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91486

OREGON

EXPIRES: 12/31/2025

TYLER MARKUS DUNCAN

RE

GI

STERED PROFESSIONA

LE N G I N E E R

SEPT 13 , 2016

C

IT

Y O

F A

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SHERRETTE

CREEK

PROPERTIES

157 S MAIN

ST

381W15BB -

SHERRETTE

CREEK

PROPERTIES

157 S MAIN ST

381W15BB -

MARQUESS DAN W

TRUSTEE ET AL

149 MAIN ST

381W15BB - 1300

MARQUESS DAN

W TRUSTEE ET AL

143 MAIN ST

381W15BB -

ERICKSON

CONSTRUCTION

LLC

139 MAIN ST

381W10CC -

MORALES

IDA ET AL

135 MAIN ST

381W10CC -

SEKRETA MATT

TRUSTEE ET AL

133 MAIN ST

381W10CC -

CITY OF PHOENIX

LUMAN RD

381W15BB - 7100

CITY OF PHOENIX

BEAR CR DR

381W15BB - 7000

BUNKER HAROLD

D/MARIA

BEAR CR DR

381W10CC - 3100

STATE OF OREGON

BEAR CR DR

381W10CC - 3000

STATE OF OREGON

BEAR CR DR

381W10CC - 3000

Bear Creek Drive00

25 00

1) THE INTENT OF THIS PROJECT IS TO RETROFIT THE EXISTING

24" DI WATERLINE WITH JOINT RESTRAINTS SUCH THAT THE

ENTIRE SECTION OF WATERLINE ALONG BEAR CREEK DRIVE IS

CONTINUOUSLY RESTRAINED. THE SECTIONS OF PIPELINE

INDICATED TO BE RETROFITTED IN THESE PLANS ARE BASED

UPON THE ORIGINAL DESIGN DRAWINGS FOR THE

TALENT-ASHLAND-PHOENIX WATER INTERTIES PIPELINE AND

WATER SYSTEM IMPROVEMENTS, DATED JULY 14TH, 2000,

PREPARED BY MONTGOMERY WATSON. THE ORIGINAL DESIGN

DRAWING ARE INCLUDED AS AN APPENDIX TO THE BID

PACKAGE FOR REFERENCE, THE EXACT LENGTHS OF

EXISTING UNRESTRAINED PIPE, AND ANY STATED QUANTITIES

OF JOINT RESTRAINTS REQUIRED TO RESTRAIN THE PIPE,

ARE ESTIMATED BASED SOLELY ON THE ORIGINAL

CONSTRUCTION DRAWINGS. QUANTITIES WILL CHANGE

DEPENDING ON ACTUAL CONDITIONS FOUND IN THE FIELD

DURING POTHOLING BY THE CONTRACTOR.

2) RESTORE TRENCH PER DETAIL 1 ON SHEET D01.

3) WATER MAIN KEYNOTE 1 SHOWS THE APPROX LENGTH OF

PIPE TO RESTRAIN. AT EACH WORK LOCATION SHOWN ON

THESE PLANS, THE CONTRACTOR SHALL CONTINUE TO

EXCAVATE PIPE, IN BOTH DIRECTIONS BEYOND THE BOUNDS

SHOWN , UNTIL EXISTING RESTRAINTS ARE FOUND, TO

ENSURE ENTIRE PIPE IS RESTRAINED AT COMPLETION OF

PROJECT.

4) THE EX 24" DI TAP LINE IS COVERED IN CEMENT TREATED SOIL

OF VARIABLE DEPTH, WITH AN EXPECTED STRENGTH OF

APPROX 3000 PSI. AN APPROX 6" LAYER OF AC COVERS THE

CEMENT TREATED SOIL. THE CONTRACTOR SHALL BE AWARE

OF AND TAKE THIS INFORMATION INTO ACCOUNT WHEN

PERFORMING SAWCUTTING AND EXCAVATION WORK.

5) CONTRACTOR SHALL REPLACE ANY POLYWRAPPING

REMOVED FOR SPLIT BELL RESTRAINT OR FLEXIBLE

EXPANSION JOINT INSTALLATION WITH NEW

POLYWRAPPING MATERIAL. REFER TO DETAILS AND

SPECIFICATIONS FOR MORE DETAIL.

GENERAL NOTES

WATER MAIN KEYNOTES

DA

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SHEET NO.:

JO

B

NO

NO

0" 1" 2"

DRAWING IS FULL SCALE WHEN

BAR MEASURES 2"

SCALE:

W A

TE

R

M A

IN

P

LA

N

S

H E

E T

O

F

91486

OREGON

EXPIRES: 12/31/2025

TYLER MARKUS DUNCAN

RE

GI

STERED PROFESSIONA

LE N G I N E E R

SEPT 13 , 2016

C

IT

Y O

F A

S H

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DRAWING IS FULL SCALE WHEN

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SCALE:

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91486

OREGON

EXPIRES: 12/31/2025

TYLER MARKUS DUNCAN

RE

GI

STERED PROFESSIONA

LE N G I N E E R

SEPT 13 , 2016

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1 TRENCH SECTION - CLASS "E" BACKFILL

EXISTING 24" DI PIPE

24" EBAA 1100HD SPLIT MEGALUG BELL RESTRAINT

HARNESS FOR EXISTING DI PIPE, OR APPROVED EQUAL.

INSTALL PER MANUFACTURER'S INSTRUCTIONS

RESTRAINED JOINT RETROFIT DETAIL

SPLIT BELL RESTRAINT HARNESS

RESTRAINED JOINT RETROFIT DETAIL

FLEXIBLE EXPANSION JOINT

EXISTING 24" DI PIPE

24" EBAA MEGALUG MECHANICAL JOINT

RESTRAINT OR APPROVED EQUAL, TYP EA SIDE.

INSTALL PER MANUFACTURER'S INSTRUCTIONS

24" EBAA FORCE BALANCE FLEX-TEND FLEXIBLE

EXPANSION JOINT (RJ x RJ) OR APPROVED EQUAL.

INSTALL PER MANUFACTURER'S INSTRUCTIONS

POLYETHYLENE ENCASEMENT AT

MECHANICAL JOINT/SIMILAR

NOTES:

1. INSTALL POLYETHYLENE TUBE IN ACCORDANCE WITH

AWWA C105, LATEST EDITION.

2. IN AREAS WITH NO GROUNDWATER AND NO

PRECIPITATION IN FORECAST DURING INSTALLATION, A

PIECE OF TAPE EVERY 6 FEET (OR MORE OFTEN AS

REQUIRED) MAY BE USED IN LIEU OF FULL

CIRCUMFERENTIAL TAPING EVERY 2 FEET. FULL

CIRCUMFERENTIAL TAPE AT SPIGOT END AND ON EITHER

SIDE OF BELL IS STILL REQUIRED.

3. FOR ODD-SHAPED APPURTENANCES, WRAP WITH A FLAT

SHEET OR SPLIT LENGTH OF TUBE BY PASSING THE

SHEET UNDER THE APPURTENANCE AND BRINGING THE

SHEET AROUND THE BODY. MAKE SEAMS BY BRINGING

THE EDGES OF THE POLYETHYLENE SHEET TOGETHER,

FOLDING THEM OVER TWICE, AND TAPING THEM. TAPE

THE POLYETHYLENE SECURELY IN PLACE AT THE VALVE

STEM AND OTHER PENETRATIONS.

4. WHERE POLYETHYLENE-WRAPPED PIPE JOINS AN

ADJACENT PIPE THAT IS NOT WRAPPED, EXTEND THE

POLYETHYLENE WRAP TO COVER THE ADJACENT PIPE

FOR A DISTANCE OF AT LEAST 3 FT. SECURE THE END

WITH CIRCUMFERENTIAL WRAPS OF ADHESIVE TAPE.

5. PROVIDE UNDERLAYER OF 40 MIL GEOMEMBRANE AT

JOINT TYPES OTHER THAN PUSH-ON JOINTS.

6. REPAIR ALL SMALL RIPS, TEARS, OR OTHER DAMAGE TO

POLYETHYLENE TUBE WITH PVC OR POLYETHYLENE

ADHESIVE TAPE, OR COVER THE DAMAGED AREA WITH A

FULL CIRCUMFERENCE WRAP OF POLYETHYLENE SHEET

AND SEAL THE EDGES WITH ADHESIVE TAPE.

A

PIPE

OVERLAP GEOMEMBRANE SHEETING A MINIMUM

OF 1/4 THE OF PIPE CIRCUMFERENCE. ENSURE

OVERLAP RUNS ALONG CROWN OF PIPE.

SECTION A

1', TYP

EACH SIDE

3' OVERLAP,

TYP EACH SIDE

EX 24" TAP LINE

SPLIT BELL RESTRAINT HARNESS

NEW POLYETHYLENE

ENCASEMENT

WHERE THE POLYETHYLENE ENCASEMENT CAN BE

PUNCTURED OR TORN BY FITTINGS OR BOLTS, INSTALL

40 MIL GEOMEMBRANE AROUND FITTING/JOINT. TAPE

THE ENDS AND SEAMS OF THE GEOMEMBRANE WITH

PVC TAPE AND THEN COVER THE PIPE JOINT WITH THE

ADJOINING POLYETHYLENE ENCASEMENT.

EX POLYETHYLENE

ENCASEMENT

FOLD EXCESS TUBE

MATERIAL SNUG AGAINST

PIPE AND SECURE IN PLACE

WITH CIRCUMFERENTIAL

PVC OR POLYETHYLENE

ADHESIVE TAPE OR

PLASTIC TIE STRAPS, TYP.