TVID_Waterline_Relocation_-_Plans.pdf

NORTH PIPELINE LATERAL N1

RELOCATION AT NW MARTIN

ROAD AND HWY 47

21-3117

NOVEMBER 2021

G P D

X P r o j e c t s

T u a l a t i n

V a l l e y

I r r i g a t i o n

D i s t r i c t M a r t i n

R o a d a t

H w y

C A D

S h e e t s O

R G d w g

G

A M

E L I J E F F E R S O

N s

L M

S

T e c h

888 SW 5TH AVENUE, SUITE 1170

PORTLAND, OREGON 97204

P 503.225.9010

INDEX OF DRAWINGS

LOCATION MAP

SCALE: 1"=500'

GENERAL

COVER SHEET, INDEX OF DRAWINGS, VICINITY AND LOCATION MAPS

GENERAL NOTES, ABBREVIATIONS, SYMBOLS AND LEGEND

G-1

G-2

PROJECT

LOCATION

CIVIL

LATERAL N1 PLAN AND PROFILE

CIVIL DETAILS

C-1

C-2

VICINITY MAP

SCALE: 1"=2000'

PROJECT

LOCATION

ATTENTION: OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW THE RULES

ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET

FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. THE CONTRACTOR MAY

OBTAIN COPIES OF THE RULES BY CALLING THE UTILITY NOTIFICATION CENTER.

(NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER

IS 503-246-6699.)

THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO UTILITY INFRASTRUCTURE

IS DESIGNED TO BE WITHIN ONE (1) FOOT OF A SURVEY MONUMENT LOCATION

SHOWN ON A SUBDIVISION OR PARTITION PLAT. NO DESIGN EXCEPTION NOR FINAL

FIELD LOCATION CHANGES SHALL BE PERMITTED IF THAT CHANGE WOULD CAUSE

ANY UTILITY INFRASTRUCTURE TO BE PLACED WITHIN THE PROHIBITED AREA.

CORNELIUS

U

S

O A K

S T

FOREST GROVE

P A C

IF

IC

A

V E

N

W

R

T

I

R

D

Know what'sbelow.

Call before you dig.

P O

R T E R

R D

O A K

S T

FOREST GROVE

P A C

IF

IC

A

V E

R

T

R T E R

R D

24TH AVE

22ND AVE

EROSION CONTROL

EROSION AND SEDIMENT CONTROL NOTES AND DETAILSESC-15

NO. DATE BY REVISION

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHECKED

DRAWN

DESIGNED

PROJECT NO.: SCALE: DATE:

G P D

X P r o j e c t s

T u a l a t i n

V a l l e y

I r r i g a t i o n

D i s t r i c t M a r t i n

R o a d

A t

H w y

C A D

S h e e t s O

R G d w g

G

T T E S T E P s

L M

S

T e c h

SHEET

0 1

21-3117

G-2

NOVEMBER 2021

NORTH PIPELINE LATERAL N1

RELOCATION AT NW MARTIN

ROAD AND HWY 47

AS SHOWN

of 5

GENERAL NOTES, ABBREVIATIONS,

SYMBOLS AND LEGEND

BDF

JSD

BVO

1. THIS WORK IS BEING PERFORMED IN RESPONSE TO A WASHINGTON COUNTY ROADWAY

IMPROVEMENT PROJECT. THE DISTRICT WATER LATERAL IS BEING RELOCATED IN ORDER TO

MAINTAIN ADEQUATE COVER AND TO ALLOW FOR FUTURE MAINTENANCE OF DISTRICT FACILITIES.

2. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF ORS 757.542 TO 757.562. THE

CONTRACTOR SHALL NOTIFY EACH UNDERGROUND UTILITY AT LEAST 48 BUSINESS DAY HOURS

PRIOR TO EXCAVATING, BORING, OR POTHOLING.

3. NO ADDITIONAL PAYMENT SHALL BE MADE FOR UTILITY RELOCATION COORDINATION OR DELAYS

CAUSED BY UTILITY CONFLICTS. ALL COSTS RELATED TO UTILITY COORDINATION AND RELOCATION, INCLUDING ADDITIONAL POTHOLING, ARE TO BE CONSIDERED INCIDENTAL AND INCLUDED IN THE

PRICE OF THE BID.

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

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

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

5. PROVISIONS SHALL BE MADE BY THE CONTRACTOR TO KEEP ALL EXISTING UTILITIES IN SERVICE

AND TO PROTECT THEM DURING CONSTRUCTION. CONTRACTOR SHALL PROPERLY DIVERT ALL STORM

FLOWS AS NECESSARY TO ACCOMPLISH WORK. CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE

CONSTRUCTION DOES NOT INCREASE DITCH OR OVERLAND FLOWS OR FLOODING RISKS.

6. EXISTING AND PROPOSED UTILITY LOCATIONS AND ELEVATIONS ARE SHOWN ON THE PROFILES

(SEE GENERAL NOTE 3). LEADER LINES SHOW ONLY THE APPROXIMATE HORIZONTAL LOCATION OF

THE UTILITY AND DO NOT INDICATE OR IMPLY AN APPROXIMATE DEPTH OR ELEVATION OF THE

UTILITY UNLESS THE UTILITY IS ACTUALLY SHOWN AND/OR AN INVERT ELEVATION IS INDICATED.

7. LOCATIONS OF EXISTING UTILITIES ARE BASED ON INFORMATION SUPPLIED BY UTILITIES. AS

REQUIRED BY STATE LAW, THE CONTRACTOR SHALL OBTAIN UTILITY LOCATES PRIOR TO

COMMENCING CONSTRUCTION. DEFLECT PIPE AS REQUIRED AND WITHIN SPECIFIED AND

MANUFACTURER'S TOLERANCES TO AVOID EXISTING UTILITIES AND TO COMPLETE TIE-INS.

8. BASEMAPPING PROVIDED BY OTHERS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY

BASEMAPPING CONFLICTS OR DISCREPANCIES FOR RESOLUTION.

9. ALL EXISTING CASINGS, PIPE, VALVES AND FITTINGS TO BE ABANDONED SHALL BE REMOVED AS

SHOWN AND AS DIRECTED BY THE ENGINEER. PIPES ARE TO BE REMOVED AND DISPOSED OF AT THE

CONTRACTOR'S EXPENSE. GROUT PLUGS SHALL BE WATER TIGHT AND EXTEND 12 INCHES INTO

PIPES OR AS SPECIFIED. DUCTILE IRON CAPS SHALL BE RESTRAINED. ALL RESULTING TRENCHES

BENEATH PROPOSED PAVEMENT, SIDEWALKS, OR STRUCTURES SHALL BE BACKFILLED AND

COMPACTED WITH GRANULAR MATERIAL AS SPECIFIED. TRENCHES IN OTHER AREAS SHALL BE

BACKFILLED AND COMPACTED WITH SELECT NATIVE MATERIAL.

10. ALL BURIED GASKETS AND BURIED RUBBER FOR PIPES, VALVES, FITTINGS, COUPLINGS, AND

SPECIALS TO BE NITRILE BUTADIENE RUBBER WITHOUT EXCEPTION, SEE SPECIFICATIONS.

11. ALL CONCRETE TO BE 3000 PSI MINIMUM 28-DAY COMPRESSIVE STRENGTH UNLESS OTHERWISE

SPECIFIED.

12. FINAL LOCATIONS OF ALL AIR RELIEF VALVES, WATER MAIN GUARD POSTS, AND TEST STATIONS

SHALL BE FIELD LOCATED BY ENGINEER.

13. ALL PIPING, VALVES, TEES, BENDS, FITTINGS, AND NEW SERVICE INSTALLATIONS COMPLETE TO

BE RESTRAINED JOINT UNLESS OTHERWISE SPECIFICALLY IDENTIFIED. R RESTRAINED JOINT; SP

STANDARD PUSH-ON JOINT. R STATIONS AT ENDS OF RESTRAINED PIPE SECTIONS IDENTIFY

MINIMUM RESTRAINED LENGTHS FROM FITTING OR DEAD END. MAINTAIN MINIMUM RESTRAINED

LENGTHS. PROFILES INDICATE RESTRAINED JOINT AND STANDARD PUSH-ON JOINT FOR PIPING, VALVES AND FITTINGS.

14. CONTRACTOR SHALL PROVIDE TEMPORARY TAPS, BLOW-OFFS AND THRUST RESTRAINT AS

REQUIRED TO FACILITATE FLUSHING AND TESTING OF WATER LINE.

15. CONTRACTOR TO OBTAIN AND COMPLY WITH COUNTY AND STATE PERMITS AND REQUIREMENTS

FOR WORK IN AND RESTORATION OF ROADWAYS.

16. SURVEY DATA HAS BEEN COMPILED BASED ON THE FOLLOWING: HORIZONTAL DATUM:

OREGON COORDINATE REFERENCE SYSTEM, PORTLAND ZONE NAD83 (2011) EPOCH 2010.00.

VERTICAL DATUM: NGVD29.

17. ALL PLANTERS, BUILDINGS, STRUCTURES, LOTS, SWALES, DITCHES, CURBS, SIDEWALKS, FENCES, WALLS, MAILBOXES, SIGNS, GUY WIRES, PIPING AND UTILITIES DISTURBED DURING

CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITION UNLESS OTHERWISE SPECIFIED.

18. PROVIDE POLYETHYLENE ENCASEMENT IN ACCORDANCE WITH ANSI/AWWA C105/A21.5 FOR ALL

METALLIC PIPING AND SERVICE LINES WITHIN 10'-0" OF AN EXISTING GAS MAIN AND AS OTHERWISE

SPECIFIED. CONTRACTOR TO COORDINATE WITH GAS COMPANY FOR MOVING/DEFLECTING GAS

MAINS AS REQUIRED.

19. CONTRACTOR SHALL PLACE 5 MIL PLASTIC SHEETING BETWEEN THRUST BLOCKS AND PIPE

FITTINGS.

20. CONTRACTOR SHALL INSTALL THE NECESSARY EROSION AND SEDIMENT CONTROL BMP'S

REQUIRED TO CONTAIN ALL SEDIMENT LADEN WATERS ONSITE. BMP MATERIALS AND INSTALLATION

METHODS SHALL CONFORM TO CLEAN WATER SERVICES STANDARDS.

21. CONTRACTOR TO PROTECT AND MAINTAIN ALL EXISTING STORM WATER FACILITIES AND

STRUCTURES INCLUDING OUTFALLS, RIPRAP, AND INLETS. ANY DAMAGE TO STORM WATER

FACILITIES SHALL BE REPLACED AT CONTRACTOR EXPENSE.

GENERAL NOTES

RESTRAINED PIPE JOINT & FITTINGS

N

SELECT NATIVE BACKFILL

G

SELECT GRANULAR BACKFILL

R

STANDARD PUSH PIPE JOINT & FITTINGS SP

SHEET FROM WHICH

DETAIL IS TAKEN *

SHEET WHERE SECTION

IS SHOWN *

SECTION AND DETAIL DESIGNATIONS

SECTION DESIGNATIONS DETAIL DESIGNATIONS

SCALE:

DETAIL

A

SCALE:

SECTION

A

* NOTE: IF PLAN AND SECTION FOR DETAIL CALL-OUT AND DETAIL ARE SHOWN

ON THE SAME DRAWING, DRAWING NUMBER IS REPLACED WITH A DASH.

SECTION LETTER

DESIGNATION

SHEET FROM WHICH

SECTION IS TAKEN *

SECTION LETTER

DESIGNATION

DETAIL

NUMBER

VALVE

CHAIN LINK FENCE

SURFACE ELEVATION

SIDEWALK

176.63 176.63

AIR RELEASE ASSEMBLY

TREE DECIDUOUS

FIRE HYDRANT ASSEMBLY

PULL BOX/JUNCTION BOX

CATCH BASIN/FIELD INLET

LIGHT POST

BENCHMARK

SIGN

WATER METER

CLEAN-OUT

GUY WIRE

THRUST BLOCK

UTILITY POLE

MANHOLE

PROPOSED

STRUCTURE OR FACILITY

EDGE OF PAVEMENT/AC

CONTOUR MINOR

TREE/BUSH LINE

SANITARY SEWER LINE

DRAINAGE DITCH

SANITARY SEWER FORCE MAIN

EASEMENT/PROPERTY LINE

ROCK WALL

CONTOUR MAJOR

CURB

GUARDRAIL

CULVERT

CENTERLINE

STORM DRAIN

CABLE TELEVISION

TELEPHONE/TELEMETRY

TOPOGRAPHIC LEGEND

GAS

WATERLINE

EXISTING

S/W

TREE TO BE REMOVED

X

MAILBOX

ABANDON PIPE

EDGE OF GRAVEL

TREE CONIFEROUS

RIGHT-OF-WAY

TEMPORARY SILT FENCE

12"DI W

10"W

E

4"G

T

CATV

8"SS

6"FM

8"SD

E

4"G

T

CATV

8"SS

6"FM

8"SD

18"D

ELECTRICITY UNDERGROUND

ELECTRICITY OVERHEAD

OVHD

REMOVE PIPE/ STRUCTURE

& AND

@ AT

AC ASBESTOS CEMENT

APPROX APPROXIMATE

ARV AIR RELEASE VALVE

AVE AVENUE

AWWA AMERICAN WATER WORKS ASSOCIATION

BMP BEST MANAGEMENT PRACTICE

BPA BONNEVILLE POWER ADMINISTRATION

CL CLASS

C/L CENTER LINE

CMP CORRUGATED METAL PIPE

CONC CONCRETE

CONN CONNECTION

CPLG COUPLING

DEFL DEFLECTION

DI DUCTILE IRON

DIA DIAMETER

ELEV ELEVATION

EXIST EXISTING

FIN FINISHED

G GAS

GALV GALVANIZED

GR GRADE

GV GATE VALVE

HWY HIGHWAY

IE INVERT ELEVATION

INSTL INSTALL

IPS IRON PIPE SIZE

MAX MAXIMUM

MATL MATERIAL

MIN MINIMUM

MJ MECHANICAL JOINT

NO. NUMBER

ORIG ORIGINAL

OVHD OVERHEAD

% PERCENT

PROP PROPOSED

PVC POLYVINYL CHLORIDE

RD ROAD

REQ'D REQUIRE

SD STORM DRAIN

SLP SLOPE

SS SANITARY SEWER

ST STREET

STA STATION

STL STEEL

TRANS TRANSITION

TYP TYPICAL

US UNITED STATES

VERT VERTICAL

W WATER

W/ WITH

ABBREVIATIONS

SYMBOLS

6"AC W

P

V

C

S

D

C

O

C

O

C

O

C

C

S

S

C

O

S

D

C

O

S

D

P

P

C

O

6"AC W

A1+00

A2+00

6"DI W

STA A1+00

CONNECT TO EXIST 6"AC W

FURNISH & INSTALL:

1-6" AC/DI TRANS CPLG

(ROMAC STYLE 501),

SEE NOTES 3 AND 4

STA A2+58

CONNECT TO EXIST 6"AC W

FURNISH & INSTALL:

1-6" AC/DI TRANS CPLG

(ROMAC STYLE 501),

SEE NOTES 3 AND 4

6" AC W

6" AC W

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80

EXIST GR @

C/L PIPE

PROP GR

@ C/L PIPE

(BY OTHERS)

E X I S T

C O

N C

S S

S E E

N

O T E

E X I S T

C M

P

S D

E X I S T

W

E X I S T

G

E X I S T

P V C

S S

OVHD BPA

E

X

I

T

X

I

X I S T

A R V

X

R

D

I

C

L

W

S

L

P

F

F

T

SLP=-0.041 FT/FT

SLP=-0.240 FT/FT

SLP=-0.041 FT/FT

S

L P

F T F T

S L P

F T F T

REMOVE AND DISPOSE OF EXIST AC W, SEE NOTE 6

S T A

A

C O

N N

E C T

X I S T

A C

W

I E

A P P R O

X

C O

N F I

E V

S E E

N

O T E

S T A

A

F U

R N

I

H

S T A L L

V E R T

B E N

D

M

J

I E

S T A

A

F U

R N

I

H

S T A L L

V E R T

B E N

D

M

J

I E

S T A

A

V E R T

D

E F L

U

P

I E

S T A

A

C O

N N

E C T

T O

E X I S T

A C

W

I E

A P P R O

X

C O

N F I

E V

S E E

N

O T E

E X I S T

C O

N C

S S

G

E X I S T

P V C

S D

S E E

N

O T E

E X I S T

C O

N C

S S

E X I S T

C O

N C

S S

M I N

T Y P

10'

MIN

NO. DATE BY REVISION

NOT TO SCALE

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHECKED

DRAWN

DESIGNED

PROJECT NO.: SCALE: DATE:

G P D

X P r o j e c t s

T u a l a t i n

V a l l e y

I r r i g a t i o n

D i s t r i c t M a r t i n

R o a d

A t

H w y

C A D

S h e e t s O

R C d w g

C

T T E S T E P s

L M

S

T e c h

SHEET

0 1

21-3117

C-1

NOVEMBER 2021

NORTH PIPELINE LATERAL N1

RELOCATION AT NW MARTIN

ROAD AND HWY 47

AS SHOWN

of 5

LATERAL N1 PLAN AND PROFILE

BDF

MBE

BVO

SCALE: 1"=20'

PLAN

SCALE: 1"=20' HORIZ, 1"=5' VERT

PROFILE

NOTES:

1. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE RESTRAINED WITH AN

APPROVED JOINT RESTRAINT SYSTEM, SEE SPECIFICATIONS.

2. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE ENCASED, SEE

SPECIFICATIONS.

3. CONTRACTOR TO CONFIRM OUTSIDE DIAMETER OF EXISTING ASBESTOS CEMENT

PIPE PRIOR TO ORDERING TRANSITION COUPLINGS.

4. END CONNECTIONS TO EXISTING ASBESTOS CEMENT PIPE SHALL BE MADE AT AN

EXISTING JOINT UNLESS OTHERWISE APPROVED BY THE ENGINEER. CONTRACTOR

SHALL POTHOLE AND VERIFY EXACT TIE-IN LOCATIONS.

5. WHERE VERTICAL BENDS ARE NOT SPECIFIED, CONTRACTOR TO BEND/DEFLECT

PIPE TO ACHIEVE VERTICAL CURVES SHOWN. THE MAXIMUM ALLOWABLE

DEFLECTION SHALL NOT EXCEED 75% OF THE MAXIMUM INSTALLED DEFLECTION

ANGLE RECOMMENDED BY THE PIPE MANUFACTURER.

6. REMOVE AND DISPOSE OF ALL EXISTING ASBESTOS CEMENT PIPE AND

APPURTENANCES BETWEEN END CONNECTIONS.

7. PROPOSED GUARDRAIL INSTALLATION BY OTHERS ON EAST SIDE OF NW MARTIN

ROAD TO AVOID IMPACTS TO EXISTING ASBESTOS CEMENT WATER LATERAL.

8. CONTRACTOR TO PROTECT AND MAINTAIN EXISTING STORM WATER PIPE DURING

WATERLINE RELOCATION.

9. CONTRACTOR TO POTHOLE EXISTING SANITARY SEWER PIPE PRIOR TO STARTING

WATERLINE RELOCATION.

EXIST ARV

R

T

PROP ROADWAY AND

STORM FACILITY WORK TO

BE COMPLETED BY OTHERS

PROP GUARDRAIL INSTALLATION

BY OTHERS, SEE NOTE 7

SEE NOTE 8

SEE ESC NOTE 1

ESC NOTES:

1. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCE OFF OF US 47 TO

ACCESS THE SITE, SEE SHEET ESC-1.

2. CONTRACTOR TO SURROUND CONSTRUCTION FOOTPRINT FOR WATERLINE

RELOCATION WITH SEDIMENT FENCE, SEE SHEET ESC-1.

SEE NOTE 9

APPROX. WORK BOUNDARIES

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHECKED

DRAWN

DESIGNED

PROJECT NO.: SCALE: DATE:

G P D

X P r o j e c t s

T u a l a t i n

V a l l e y

I r r i g a t i o n

D i s t r i c t M a r t i n

R o a d

A t

H w y

C A D

S h e e t s O

R C d w g

C

T T E S T E P s

L M

S

T e c h

SHEET

0 1

21-3117

C-2

NOVEMBER 2021

NORTH PIPELINE LATERAL N1

RELOCATION AT NW MARTIN

ROAD AND HWY 47

AS SHOWN

of 5

CIVIL DETAILS

BDF

JSD

BVO

THEN DRAWING IS

NOT MEASURE 1"

IF THIS BAR DOES

NOTICE

CHECKED

DRAWN

DESIGNED

PROJECT NO.: SCALE: DATE:

G P D

X P r o j e c t s

T u a l a t i n

V a l l e y

I r r i g a t i o n

D i s t r i c t M a r t i n

R o a d

A t

H w y

C A D

S h e e t s O

R E S C d w g

E S C

T T E S T E P s

L M

S

T e c h

SHEET

0 1

21-3117

ESC-1

NOVEMBER 2021

NORTH PIPELINE LATERAL N1

RELOCATION AT NW MARTIN

ROAD AND HWY 47

AS SHOWN

of 5

EROSION AND SEDIMENT CONTROL

NOTES AND DETAILS

BDF

EJJ

BVO