SW_205th_Ave_Schedule_B_100%_Plans.pdf

SW 205TH AVENUE

BASELINE TO QUATAMA IMPROVEMENTS

8" AND 27" SEWER RELOCATION AND 84" SEWER

SCHEDULE B

CLEAN WATER SERVICES PROJECT NO. 7326

UTILITY LOCATES (503) 232-1987

48 BUSINESS HOUR NOTICE PRIOR TO EXCAVATION

OREGON LAW REQUIRES CONTRACTOR TO COMPLY WITH RULES ADOPTED BY

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

952-001-0010 THROUGH 952-001-0090. COPIES OF RULES MAY BE OBTAINED BY

CONTACTING THE UTILITY LOCATE CENTER AT 1-800-332-2344 (or 811).

EMERGENCY UTILITY CONTACTS:

ELECTRIC: PORTLAND GENERAL ELECTRIC (800) 544-1795

GAS: NORTHWEST NATURAL GAS (800) 882-3377

COMMUNICATIONS: CENTURYLINK (800) 244-1111

COMCAST (800) 934-6489

VERIZON (800) 421-3872

ZIPLY FIBER (866) 947-5995

STREETS: WASHINGTON COUNTY (503) 846-7037

WATER: TUALATIN VALLEY WATER DIST. (503) 848-3000

SANITARY SEWER: CLEAN WATER SERVICES (503) 547-8100

STORM SEWER: CLEAN WATER SERVICES (503) 547-8100

SCHEDULE B SHEET INDEX

SHEET # DESCRIPTION

WC1 VICINITY MAP AND SCHEDULE B SHEET INDEX

WC2 LEGEND & ABBREVIATIONS

WC3 SANITARY SEWER GENERAL NOTES & CONSTRUCTION NOTES

WC4 8" AND 27" SANITARY SEWER PLAN AND PROFILE

WC5 84" SANITARY SEWER PLAN, PROFILE AND DETAILS

WC6 EASEMENT PLAN

WC7 SCHEMATIC SEWER BYPASS PLAN

WC8 SEWER DETAILS

WC9 SEWER DETAILS

WC10 CWS STANDARD DRAWINGS

WC11 CWS STANDARD DRAWINGS

WC12 CWS STANDARD DRAWINGS AND CREEK CROSSING DETAILS

VICINITY MAP

NTS

CONTACT INFORMATION-

CAPITAL PROGRAM. MGR.: WADE DENNY, PE (503) 547-8117

CONST. MGR.: DON POLETSKI, PE (503) 547-8033

CONST. COORDINATOR: AARON JOHNS (503) 681-3668

PRINCIPAL ENG.: DOUG GRESHAM, PE (503) 547-8089

PROJECT LOCATION

99W

HWY 26

WEST HILLS

BEAVERTON HILLSDALE

WILSON

26 205

R D

C O

R N

E

LI

U S

5T

H A

V E

M U

R R

A Y

B

LV

D

NW CORNELL DRNW CORNELL DR

G

LE

N C

O E

P A

S S

RD.

GASTON

BANKS

HILLSBORO

NORTH PLAINS

TUALATIN

TIGARD

PORTLAND

COLUMBIA

RIVER

W

ILLAMETTE

RIVER

BEAVERTON

CEDAR MILL

CLEAN WATER SERVICES

FOREST

GROVE

WASHINGTON

COUNTY

MULTNOMAH

COUNTY

CORNELIUS RD.

CEDAR

HILLS

N O

R

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2100 S River Parkway Suite 100

Portland, OR 97201 503.223.6663

SCHEDULE B

6202,31.NAJ

REENIGNE 108240PE

OREGON

NE

EXPIRES: 12/31/2028

RE

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HCY SELRA

REGNAL

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BASIS OF BEARINGS AND ELEVATIONS

BEARING FOR THESE PLANS ARE ASSUMED AND NOT BASED ON A GEOGRAPHIC

SYSTEM OR PROJECT. ORIGINAL HHPR TOPOGRAPHIC SURVEY WAS BASED ON

OREGON NORTH STATE PLANE, NAD83, INTERNATIONAL FEET, GROUND

COORDINATES. BASEMAP WAS ROTATED ONTO THE WASHINGTON COUNTY

CONTROL HOLDING THE COORDINATE OF 306 AND THE BEARING BETWEEN 306

AND 301 ON OPPOSITE ENDS OF THE PROJECT.

ELEVATIONS SHOWN ARE WASHINGTON COUNTY DATUM BASED ON NGVD 29

DATUM BY HOLDING WASHINGTON COUNTY BENCH MARK NO. 61, A FOUND 2-3/4"

BRASS DISK LOCATED AT THE NORTHWEST CORNER OF SW 204TH AVENUE AND

SW ROCK ROAD (ELEVATION 188.98).

ATTENTION:

Oregon Law Requires You To Follow Rules Adopted By The Oregon Utility Notification

Center. Those Rules Are Set Forth In OAR 952-001-0001 Through OAR 952-001-0100.

You May Obtain Copies Of The Rules By Calling The Center. (Note: The Telephone Number For The Oregon Utility Center Is (503) 232-1987.)

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2100 S River Parkway Suite 100

Portland, OR 97201 503.223.6663

SCHEDULE B

6202,31.NAJ

REENIGNE 108240PE

OREGON

NE

EXPIRES: 12/31/2028

RE

IG STERED PROFESSIONAL

ROD

HCY SELRA

REGNAL

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A B

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IA

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O N

S W

C

AB ANCHOR BOLT

ABAND ABANDONED

AC ASBESTOS CEMENT,

ASPHALTIC CONCRETE

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

APPROX APPROXIMATELY

APWA AMERICAN PUBLIC

WORKS ASSOCIATION

ARV AIR RELIEF VALVE

ASPH ASPHALT

AVE AVENUE

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

BH BORE HOLE

BLDG BUILDING

BLVD BOULEVARD

BM BENCH MARK

BOC BACK OF CURB

BOW BACK OF WALK

BOT BOTTOM

BPS BOOSTER PUMP STATION

BRG BEARING

BSBL BUILDING SETBACK LINE

BTWN BETWEEN

CB CATCH BASIN

CBP CUSTOMS AND BORDER PATROL

CC CENTER TO CENTER

CDF CONTROLLED DENSITY FILL

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CG CURB & GUTTER

CI CAST IRON

CIP CAST IN PLACE

CJ CONSTRUCTION JOINT

CLF CHAIN LINK FENCE

C/L CENTERLINE

CLR CLEARANCE, CLEAR

CLSM CONTROL LOW STRENGTH

MATERIAL

CMP CORRUGATED METAL PIPE

CMU CONC MASONRY UNIT

CO CLEAN OUT

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCT

CONT CONTINUED, CONTINUOUS

COP COPPER

CPP CORRUGATED

POLYETHYLENE PIPE

CSBC CRUSHED SURFACING

BASE COURSE

CSP CONCRETE SEWER PIPE

CSTC CRUSHED SURFACING

TOP COURSE

CU CUBIC

CULV CULVERT

CWS CLEAN WATER SERVICES

CYL CYLINDER

D DRAIN

DBL DOUBLE

DEG DEGREE

DET DETAIL

DI DUCTILE IRON

DIA DIAMETER

D/L DAYLIGHT

D/W DRIVEWAY

DWG DRAWING

E EAST

EA EACH

EL ELEVATION

EO EDGE OF

EOA EDGE OF ASPHALT

EOC EDGE OF CONCRETE

EOD EDGE OF DIRT

EG EDGE OF GRAVEL

EP EDGE OF PAVEMENT

EQ EQUAL

ESC EROSION AND SEDIMENTATION

CONTROL

EW EACH WAY

EXC EXCAVATION

EX EXISTING

EXP EXPANSION

EXT EXTERIOR

FCA FLANGED COUPLING ADAPTER

FESL FABRIC ENCAPSULATED

SOIL LIFT

FF FAR FACE

FFE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FIG FIGURE

FIN FINISH, FINISHED

FL FLANGE

FM FORCE MAIN

FNC FENCE

FOC FACE OF CURB

FOW FACE OF WALL

FRP FIBERGLASS REINFORCED

PLASTIC

FT FEET/FOOT

FTG FOOTING

FNDN FOUNDATION

FO FIBER OPTIC

G GAS LINE

GA GAUGE

GAL GALLON

GALV GALVANIZED

GM GAS METER

GPM GALLONS PER MINUTE

GR GUARD RAIL

GRD GROUND

GV GAS VALVE

H HEIGHT

HB HOSE BIB

HD HEAD

HDCP HANDICAP

HDG HOT DIPPED GALV

HDPE HIGH-DENSITY

POLYETHYLENE

HMA HOT MIX ASPHALT

HORIZ HORIZONTAL

HP HORSEPOWER, HIGH POINT

HPG HIGH PRESSURE GAS

HSE HOUSE

HT HEIGHT

HWY HIGHWAY

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSIDE FACE

IL INLET

INV INVERT

IP IRON PIPE

IPS IRON PIPE SIZE

JB JUNCTION BOX

JT JOINT

L LENGTH

LBS POUNDS

LF LINEAL FOOT/FEET

LP LONG PATTERN

M METER

MAX MAXIMUM

MB MAILBOX

MFTR MANUFACTURER

MH MANHOLE

MIC MONUMENT IN CASE

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

ML MATCH LINE

MON MONUMENT

N NORTH

NA NOT APPLICABLE

NF NEAR FACE

NOM NOMINAL

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

NO NUMBER

OC ON CENTER

OD OUTSIDE DIAMETER

ODOT OREGON DEPARTMENT

OF TRANSPORTATION

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

OPT OPTIC

OT OVERHEAD TELEPHONE

OP OVERHEAD POWER

P POLE, POWER

PAR PARALLEL

PC POINT OF CURVE

P-CPP PERFORATED CPP

PD PERFORATED DRAIN

PE PLAIN END

PED PEDESTRIAN

PERF PERFORATED

PI POINT OF INTERSECTION

PL PLASTIC

PR PAIR

PROP PROPERTY

PRV PRES REDUCING VALVE

PS PUMP STATION

PSI POUNDS PER SQ. IN.

PT POINT OF TANGENCY

PVC POLY VINYL CHLORIDE

PVMT PAVEMENT

P/C PRECAST

P/L PROPERTY LINE

R RADIUS

RC REINF CONC

RCP REINF CONC PIPE

RD ROAD, ROUND

REF REFERENCE

REINF REINFORCED

REQD REQUIRED

RET RETAINING

RETW RETAINING WALL

RFCA RESTRAINED FLANGED

RGS RIGID GALVANIZED STEEL

RJ RESTRAINED JOINT

RR RAILROAD

RRC RR CROSSING

RT RIGHT

R/W RIGHT OF WAY

S SOUTH

SB SOIL BORING

SC SECTION CORNER

SCHED SCHEDULE

SD STORM DRAIN

SDCB STORM DRAIN CATCH BASIN

SDMH STORM DRAIN MANHOLE

SE SPOT EL, SOUTHEAST

SEC SECOND

SECT SECTION

SERV SERVICE

SHT SHEET

SIM SIMILAR

SL SECTION LINE / STREET LIGHTING

S/L SURVEY LINE

SP STATIC PRESSURE

SPECS SPECIFICATIONS

SQ SQUARE

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

SST STAINLESS STEEL

ST STREET

STA STATION

STD STANDARD

STL STEEL

STLT STREET LIGHT

SVC SERVICE

S/W SIDEWALK

SYM SYMMETRICAL

T TOP

TB THRUST BLOCK

T&B TOP & BOTTOM

TBM TEMP. BENCHMARK

TEL TELEPHONE

TEMP TEMPORARY

THD THREADED

TJB TELEPHONE JUNCTION BOX

TMH TELEPHONE MANHOLE

TL TEE LEFT

TOC TOP OF CURB

TOE TOE OF SLOPE

TOP TOP OF SLOPE

TOW TOP OF WALL

TR TEE RIGHT

TRJB TRAFFIC CONTROL

TU TEE UP

TV TELEVISION

TYP TYPICAL

UG UNDERGROUND

UP UTILITY POLE

UPA UTILITY POLE ANCHOR

USA UNIFIED SEWERAGE

AGENCY

V VALVE

VAR VARIES

VERT VERTICLE

VLT VAULT

VT VERTICAL TURBINE

W WEST, WATER

W/ WITH

WCR WHEEL CHAIR RAMP

WM WATER METER

W/O WITHOUT

YD YARD

TRAFFIC STRIPING

GUARD RAIL

WALL LINE

QUARTER SECTION LINE

SECTION LINE

FENCE LINE (TYPE AS NOTED)

BUILDING LINE

TRAFFIC SIGNAL CABINET

POWER STREET LIGHT JUNCTION BOX

BUSH

TELEPHONE RISER

S

TJR

MONUMENT (FOUND AS NOTED)

SIGN

MAILBOX

DECIDUOUS TREE

CONIFEROUS TREE

WATER VALVE

FIRE HYDRANT

WATER METER

STORM DRAIN MANHOLE

STORM CATCH BASIN

SEWER MANHOLE

POWER VAULT

POWER POLE

POWER POLE/LIGHT POLE

GUY ANCHOR

GAS VALVE

STORM CULVERT

S

D

P

GV

WM

WV

FIBER OPTIC VAULTFO

TOE OF SLOPE

TOP OF SLOPE

CABLE TV LINETV

FIBER OPTIC LINEFO

NATURAL GAS PIPEG

POWER LINEP

SANITARY SEWER PIPESS

STORM DRAIN PIPESD

TELEPHONE LINET

WATER PIPEW

MAJOR CONTOUR LINE

MINOR CONTOUR LINE

CABLE TV RISER

CABLE TV CABINET

TVR

TVC

TSC

END OF UTILITY LINE THAT CONTINUES

DESCRIPTIONEXISTINGPROPOSED

8"SS

27"SS

84"SS

& AND

Ø PHASE, DIAMETER

' FEET, MINUTES

" INCHES, SECONDS

° DEGREE

SS(R)

RIGHT OF WAY

EASEMENT

RECORD SANITARY SEWERSS(R)

DETAIL-

ELEVATION

SECTION

A 2 3

B

VAR

DETAIL REFERENCED BY

NUMBER OR LETTER

SHEET ON WHICH

REFERENCE TO FIGURE

APPEARS

ELEVATION

REFERENCED

BY LETTER

TWO SHEETS ON WHICH

REFERENCE TO FIGURE

APPEARS

SECTION

REFERENCED

BY LETTER

MORE THAN TWO SHEETS

ON WHICH REFERENCE TO

FIGURE APPEARS

SYMBOLS

ABBREVIATIONSLEGEND

REFERENCE

SYMBOLS

1. SANITARY SEWER IMPROVEMENTS SHALL BE COMPLETED IN ACCORDANCE WITH THESE PLANS, THE SPECIAL PROVISIONS, STANDARD SPECIFICATIONS AND CLEAN WATER SERVICES REQUIREMENTS.

ALL SANITARY SEWER IMPROVEMENTS SHALL BE COMPLETED SUBJECT TO OBSERVATION BY CLEAN

WATER SERVICES. ALL REFERENCES TO "DRAWING NO." ARE TO CLEAN WATER SERVICES

STANDARD DRAWINGS UNLESS NOTED OTHERWISE. WHERE STANDARD DRAWING NUMBERS ARE

REFERENCED, ADDITIONAL DRAWINGS ARE ALSO INCLUDED WHERE REFERENCED IN THE STATED

DRAWING.

2. ALL SEWER MAIN CONSTRUCTION SHALL BE FIELD STAKED FOR GRADES AND ALIGNMENT BY A

LICENSED ENGINEERING OR SURVEYING FIRM QUALIFIED TO PERFORM SUCH WORK.

3. CONTRACTOR SHALL ENSURE SEWER SERVICE AND COLLECTION/CONVEYANCE FUNCTIONS IN THE SEWER MAIN IN THE PROJECT AREA ARE NOT INTERRUPTED. THIS WILL REQUIRE THE INSTALLATION

OF TEMPORARY EQUIPMENT AND APPURTENANCES. SEE SHEET WC7 FOR ADDITIONAL

REQUIREMENTS.

4. GRAVITY SEWER MAIN SHALL BE PVC, ASTM D3034 SDR 26. GRAVITY SEWER OF 27" DIAMETER SHALL BE PVC, ASTM F679 WITH MINIMUM PIPE STIFFNESS OF 115 PSI. ALL GRAVITY SEWER MAINS SHALL

HAVE JOINTS AND RUBBER GASKETS CONFORMING TO ASTM D3212 AND ASTM F477 UNLESS

OTHERWISE SPECIFIED ON THE PLANS. GRAVITY SEWER OF 84" DIAMETER SHALL BE FRP MORTAR SEWER MAIN AND SHALL MEET THE REQUIREMENTS OF ASTM D3262 WITH MINIMUM PIPE STIFFNESS

CLASS OF SN46.

5. PRECAST MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C478. MANHOLES SHALL BE TYPE 1

MANHOLE WITH SIZE AS SPECIFIED ON THE PLANS. JOINTS SHALL BE RUBBER GASKETED

CONFORMING TO ASTM C 443 AND SHALL BE GROUTED FROM THE INSIDE AND OUTSIDE. LIFT HOLES SHALL BE GROUTED FROM THE OUTSIDE AND INSIDE OF THE MANHOLE. CONE SECTIONS SHALL BE

ROTATED TO BE LOCATED OUTSIDE THE WHEEL PATH WHERE FEASIBLE. LOCKING TABS ON

MANHOLE FRAME AND COVER SHALL BE ORIENTED TO PLACE ONE TAB CENTERED OVER THE

MANHOLE STEPS/LADDER. CONTRACTOR SHALL ADJUST ALL MANHOLE FRAMES AND COVERS TO

MATCH FINAL ASPHALT ELEVATIONS IN ROADWAYS OR BE SET ABOVE GROUND ELEVATIONS IN

LANDSCAPED OR GRAVEL AREAS AS NOTED ON PLANS.

6. SLOPES SHOWN ON GRAVITY SEWER PROFILES ARE BASED ON MANHOLE CENTER TO CENTER

DISTANCES AND ARE SHOWN FOR CONVENIENCE. THE PIPE INVERT ELEVATIONS SHOWN ON THE

PROFILES REPRESENT THE PROJECTED ELEVATION AT THE CENTER OF THE MANHOLE AND SHALL GOVERN FOR PIPE INSTALLATION. SUCH INVERTS DO NOT INDICATE OR DETERMINE ELEVATION OF

WALL PENETRATIONS. SEE DETAIL 4, SHEET WC9 FOR ADDITIONAL INFORMATION.

7. ALL NON-METALLIC PIPE SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO

18" UNDER THE PROPOSED FINISHED SUBGRADE. THE MARKER SHALL BE PLASTIC

NON-BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER WHICH CAN BE DETECTED BY A

STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL.

8. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND TRENCH DETAIL. ALL TRENCH BACKFILL SHALL BE COMPACTED TO AASHTO T-99 AND ODOT/APWA SPEC 00405 PER STANDARD DRAWING NO.

590.

9. NO MORE THAN 100 FT OF PIPE SHALL BE EXPOSED DURING CONSTRUCTION HOURS WITHOUT

CLEAN WATER SERVICES APPROVAL.

10. THE CLEAN WATER SERVICES INSPECTOR OR AGENT SHALL OBSERVE PLACEMENT AND

INSTALLATION OF ALL SEWER PIPE BEDDING MATERIAL, CREATION OF THE REQUISITE PIPE CRADLE IN THE BEDDING MATERIAL, INSTALLATION AND CONNECTION OF THE PIPES THEMSELVES, AND

BACKFILL PLACEMENT AND COMPACTION. CONTRACTOR SHALL COORDINATE/SCHEDULE ALL

OBSERVATIONS.

11. THE CLEAN WATER SERVICES CONSTRUCTION INSPECTOR SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF CONNECTION TO AN EXISTING MAIN OR MANHOLE. THE INSPECTOR SHALL

BE PRESENT AT THE TIME OF THE CONNECTION.

12. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE

CLEAN WATER SERVICES CONSTRUCTION INSPECTOR. APPROVAL SHALL NOT RELIEVE THE

CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY

SUBSEQUENT TESTING AND INSPECTION(S). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

NOTIFY THE CLEAN WATER SERVICES FOR THE REQUIRED INSPECTIONS.

13. ALL MANHOLES SHALL BE CLEANED OF DEBRIS AND ALL LINES SHALL BE CLEANED OF DEBRIS AND

PRESSURE TESTED PRIOR TO PAVING AND AT THE END OF THE AUTHORIZED IN WATER WORK

WINDOW IN CONFORMANCE WITH THE PROJECT SPECIFICATIONS. TESTING OF THE SANITARY

SEWER MAIN SHALL INCLUDE VIDEO INSPECTION OF THE MAIN BY THE CONTRACTOR.

14. CONSTRUCTION OF THE 84" SEWER MAIN WILL NEED TO BE COMPLETED FOLLOWING REMOVAL OF THE EXISTING BRIDGE AND SOUTH APPROACH, SEPARATELY FROM COMPLETION OF THE 8" AND 27"

SEWER RELOCATION WORK. SEE SCHEDULE A SHEET BR25 FOR FLOODPLAIN CONSTRUCTION

ACCESS PLAN AND SEASONAL WORK LIMITATIONS.

15. CONTRACTOR SHALL COMPLETE VIDEO INSPECTION OF 8" SEWER BETWEEN MH 0003 AND MH 0004 AND PROVIDE RECORDS AND FINDINGS TO CWS FOLLOWING CONSOLIDATION PERIOD AS A RESULT OF WALL AND FILL PLACEMENT, 15 BUSINESS DAYS PRIOR TO FINAL ROAD GRADING AND PAVEMENT

PLACEMENT.

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2100 S River Parkway Suite 100

Portland, OR 97201 503.223.6663

SCHEDULE B

6202,31.NAJ

REENIGNE 108240PE

OREGON

NE

EXPIRES: 12/31/2028

RE

IG STERED PROFESSIONAL

ROD

HCY SELRA

REGNAL

S A

N

IT

A R

Y S

E W

E R

G E

N E

R A

L

C O

N S

TR

U

C

TI

O N

N O

TE

S

W C

1. PROPOSED SEWER EASEMENT EAST/NORTH OF RELOCATED SEWER.

2. PROPOSED SEWER EASEMENT EAST OF RELOCATED SEWER.

3. CUT AND PLUG EX. 27" CONCRETE SEWER PIPE PER DETAIL 1, SHEET WC9.

4. REMOVE EX. SEWER MANHOLE INCLUDING BASE AND ADJACENT PIPING TO LOCATION OF PLUG.

5. CUT AND PLUG EX. 8" SEWER PIPE PER DETAIL 1, SHEET WC9.

6. 84" SS AT S = 0.0014 FOR FUTURE USE. SEE SANITARY SEWER GENERAL NOTE 14.

7. MH 000A 120" ID PER DRAWING NO. 160. SEWER MARKER (CARSONITE CTFM WITH SEWER DECAL, OR EQUAL) 3' EAST OF MH COVER, WITH

WATERTIGHT MANHOLE FRAME AND COVER PER DRAWING NO. 130, WITH 4-BOLT COVER.

8. MH 0001 (120" ID) AND 000B (120" ID) PER DRAWING NO. 160. SEWER MARKER (CARSONITE CTFM WITH SEWER DECAL, OR EQUAL) 3' EAST OF MH COVER, WITH WATERTIGHT MANHOLE FRAME AND COVER PER DRAWING NO. 130, WITH 4-BOLT COVER.

9. MH 0002 96" ID PER DRAWING NO. 160. SEWER MARKER (CARSONITE CTFM WITH SEWER DECAL, OR EQUAL) 3' EAST OF MH COVER, WITH

WATERTIGHT MANHOLE FRAME AND COVER PER DRAWING NO. 130, WITH 4-BOLT COVER.

10. MH 0003 72" ID PER DRAWING NO. 160. SEWER MARKER (CARSONITE CTFM WITH SEWER DECAL, OR EQUAL) 3' EAST OF MH COVER, WITH

WATERTIGHT MANHOLE FRAME AND COVER PER DRAWING NO. 130, WITH 4-BOLT COVER.

11. RESTORE DISTURBED AREA IN WETLANDS AND UPLANDS AT FINAL GRADE PER RESPECTIVE PROJECT GRADING AND RESTORATION PLANS.

12. MH FM01 72" ID PER DETAIL 2, SHEET WC8. SEWER MARKER (CARSONITE CTFM WITH SEWER DECAL, OR EQUAL) 3' EAST OF MH COVER, WITH WATERTIGHT MANHOLE FRAME AND COVER PER DRAWING NO. 130, WITH 4-BOLT COVER. RIM ELEV = 146.50'.

13. POTHOLE EX. 60" SS AT THIS LOCATION TO CONFIRM INVERT PRIOR TO START OF CONSTRUCTION OF SEWER MODIFICATIONS.

14. MH 0004 72" ID PER DRAWING NO. 160, WITH STANDARD TYPE FRAME AND COVER PER DRAWING NO. 110.

15. CREEK BED AND BANK RESTORATION PER SEWER CREEK CROSSING RESTORATION AND TRENCH DAMS DETAILS 1, AND 2, SHEET WC12, AND DETAIL 5 SHEET WC9.

16. PROTECT SEWER PIPE WITH PIPE ENCASEMENT PER DETAIL 3, SHEET WC8, LENGTH = 139' ± FOR 27" SEWER, 40' ± FOR 8" SEWER.

17. BOTTOM OF PROPOSED MSE WALL PER GC SHEETS.

18. 39' +/- LONG 16" DIAMETER, 3/8" THICK STEEL PIPE CASING INSTALLED BY OPEN CUT AT SAME GRADE AS CARRIER PIPE, PER DETAIL 3, SHEET WC9. SEE GENERAL NOTE 15.

19. APPROXIMATE BOTTOM OF PROPOSED BRIDGE GIRDERS = 154.60' OR HIGHER.

20. APPROXIMATE 100 YEAR FLOOD ELEVATION AT WEST SIDE OF BRIDGE = 153.2'.

21. EX. FLOWLINE, BEAVERTON CREEK (FLOW IS WESTWARD).

22. APPROXIMATE BANKS BEAVERTON CREEK.

23. EX. SSMH 55395: ESTABLISH TEMPORARY BYPASS PER SHEET WC7. COMPLETE DOWNSTREAM SEWER IMPROVEMENTS AND DECOMMISSION BYPASS. PRIOR TO ROAD EMBANKMENT PLACEMENT AND FILL, ESTABLISH TEMPORARY BYPASS AT EX. UPSTREAM MANHOLE TO MH 0004 PER SHEET WC7. REMOVE EX. MANHOLE INCLUDING BASE AND REPLACE WITH 8" SDR 26 PVC SEWER PIPE, WITH

COUPLINGS, PER SEWER CONSTRUCTION NOTE 25.

24. CONNECT TO CONCRETE MANHOLE AS INDICATED AT MH0003 IN DETAIL 2, SHEET WC9. CHANNEL DEPTH TO 1.5 TIMES PIPE DIAMETER.

25. 8" SDR 26 PVC SEWER STUB (3' MIN. LENGTH) AND RIGID BODY COUPLING (ROMAC 501 OR EQUAL). INITIAL WORK WILL REQUIRE SHORT STUB AND A COUPLING. FINAL WORK FOLLOWING REMOVAL OF EX. SSMH 55395 WILL REQUIRE ADDITIONAL PIPE AND COUPLING.

26. EX. STORM DRAIN TO BE REMOVED IN LATER PHASE OF WORK PER SCHEDULE A PLANS. REMOVE AND REPLACE AS NECESARY FOR

SEWER INSTALLATION.

27. 12" DI WATER MAIN IN 20" STEEL CASING, PER SCHEDULE C PLANS.

28. SEE SCHEDULE A GRADING PLANS.

SEWER CONSTRUCTION NOTES#SANITARY SEWER GENERAL NOTES

1. COMPACTED EARTH FILL FOR FIRST TWO LIFTS SHALL BE WELL MIXED 50% NATIVE MATERIAL, CONDITIONED FOR USE AS BACKFILL, AND 50% SELECTED GRANULAR BACKFILL, WITH MAXIMUM PARTICLE DIMENSION OF 1.5". COMPACTED EARTH FILL FOR ADDITIONAL LIFTS SHALL BE WELL MIXED 50% NATIVE MATERIAL, CONDITIONED FOR USE AS BACKFILL, 25% COMPOST AND 25% SELECTED TOPSOIL. COMPACTED EARTH FILL SHALL BE PLACED IN 6" LAYERS FOR CONSTRUCTION OF 12" THICK FESL. FILL FOR FIRST TWO LIFTS (LOWEST) SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY AND FILL FOR ADDITIONAL (HIGHER) LIFTS SHALL

BE COMPACTED TO 85% STANDARD PROCTOR DENSITY.

2. FACE OF FESL SHALL BE SET TO MATCH EX. BANK SLOPE IMMEDIATELY UPSTREAM AND DOWNSTREAM OF CREEK CROSSING.

3. SEE DETAIL 1, SHEET WC12 FOR CROSSING SECTION AND DETAIL 2, SHEET WC12 FOR BANK ELEVATION. SEE SAID DETAIL 2, FOR ADDITIONAL MATTING TYPE D, WOVEN, OVER FACE AND TOP OF BANK AT EACH INTERFACE OF FESL TO EXISTING MATERIAL AT SIDES

OF TRENCH (NOT SHOWN). PLACE AND STAKE WITH PLANT CUTTINGS.

4. FOR FESL AT AND ABOVE OHW, SEED OVER COMPACTED EARTH FILL BEFORE COMPLETING MATTING PLACEMENT OVER FACE AND TOP OF FESL. SOUTH BANK SEEDING SHALL BE NATIVE PLANT SEEDING MIX NO. 1 AND NORTH BANK SEEDING SHALL BE WETLAND

SEEDING MIX NO. 1.

5. LIVE FASCINES SHALL BE 1/4" TO 1/2" DIAMETER, VARYING LENGTH FROM 4' TO 9', WITH UP TO 18" EXPOSED BEYOND THE FACE OF THE FESL WHERE PLACED BETWEEN LIFTS. A LAYER OF TOPSOIL SHALL BE SPREAD BETWEEN EACH FESL WITH THE FASCINES PLACEMENT. FASCINES WITHIN THE FIRST LIFT SHALL BE WRAPPED INTO A 12" DIAMETER BUNDLE.

6. ALL CREEK CROSSING AND BANK RESTORATION WORK INDICATED ON THIS DETAIL AND DETAILS 1 AND 2, EXCEPT FOR PLANT CUTTINGS, SHALL BE INCLUDED IN THE SCHEDULE B BID ITEM FOR CREEK CROSSING RESTORATION.

FABRIC ENCAPSULATED SOIL LIFTS (FESL) NOTES

SD

G

SS(R)

SS(R)

SS SS SS SS

SS

SS

SS

SS

G

G

G

G G G G G G G G

G

SS(R

G

W

W

SS

SS

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

2" (W)

4 1/2" (W)

2" (W) x x

C O

GV

S

S

WV

W V

WV

GVS

OP

OP

G

G

W

ET

W

ET

W

ET

WET

W

ET

WET

WET

W

ET

WET

W

ET

W

ET

W

ET

WET

WET WET

WET

WET

W

ET

W

ET

WET

WET

WET

WET

x x x x x x x x x x x

SD

(R

2" (W

SS(R)

IC

V

P

S

15'15'

20' W

ID

E S

E W

E R

E A

S E

M E

N

T TO

C W

S

P E

R D

O C

. N O

. 2002-0131466

10'10'112 LF 8" SS

20 LF

27" SS

43 LF 8" SS

146 LF 27" SS

102 LF 84" SS

112 LF 8" SDR 26

PVC SEWER

S=0.0450

MH 0002

RIM=146.50

8"SS IE (IN)=132.54

27"SS IE (IN)=130.96

27"SS IE (OUT)=130.76

MH 0003

RIM=151.50

8"SS IE (IN)=137.69

8"SS IE (OUT)=137.59

MH 0001

RIM=145.00

27"SS IE (IN)=129.19

EX. 60"SS IE=126.44

(ESTIMATED)

146 LF 27" PS 115 PVC SEWER

S=0.0097

MH000B

EX. SSMH

RIM=146.90

27" CLASS 4 NE IE = 127.66

60" CLASS 4 SE IE = 126.40

66" CLASS 3 W IE = 126.00

BOTTOM=126.00

EX. SSMH

RIM=147.29

NW IE=130.29

SOUTH IE=130.14

BOTTOM=130.19

EX. SSMH

RIM=147.92

8" PVC N IE=140.82

NE IE=131.12

SW IE=131.12

BOTTOM=131.12

EX. SSMH

RIM=152.59

8" PVC NW IE=143.65

8" PVC SE IE=143.57

BOTTOM=143.61

16 LF 27" PS 115 PVC SEWER

S=0.0097

EX. 27" SEWER

(TO BE ABANDONED)

EX. 8" PVC SEWER, S = 0.0200

(TO BE ABANDONED)

EX. 27" SEWER

(TO BE ABANDONED), EXCEPT TO

BE REMOVED WHERE IN CONFLICT

WITH REPLACEMENT SEGMENT

BOTTOM OF MSE

WALL - 147.00

FACE OF WALL +/-

EX. 8" PVC SEWER, S = 0.0747

EXTENT OF WALL

REINFORCEMENT ±

(12.3' MIN.)

MH0004

RIM=MATCH FINISH GRADE

8" SS IE (IN)=142.99

8" SS IE (OUT)=142.89

43 LF 8" SDR 26

PVC SEWER

S=0.1222

12 LF 8" SDR 26

PVC SEWER

S=0.0747

( FEET )

SCALE

1 INCH = 40 FT.

40 200

EXISTING GRADE AT

PROPOSED SEWER

ALIGNMENT

FINISH GRADE AT

PROPOSED ROADWAY (TYP.)

PROPOSED BRIDGE

STRUCTURE

Sa ve

D

D

/2

6:

P

M 1/

/2

6:

P M

By : R ad s

P:

\W

\W

PW

X0

3\

C

AD

\W

A\

SH

EE

TS

\W A-

PP

-W

PW

X0

3.

dw g

R ac he l S ad at ia n

By

Fi le

S W

H ill sb or o H w y

H ill sb or o, O

R

(5

1-w w w

.c le an w at er se rv ic es

.o rg

T, R

, S

/4

S E

C T.

1N , 2

W , 3

6, S

W 1/

S H

E E

T

O F

S W

TH

A

V E

8" , 2

7"

4"

S A

N

IT

A R

Y S

E W

E R

IM

P

R O

V E

M E

N

TS

P R

O

JE

C T

D

R A

FT

E

R

JO

K

O /S

Y S

D

ES

IG

N

ER

R C

LA

C H

EC

K

ED

SX

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H

A

PP

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VE

D

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C

LA

2100 S River Parkway Suite 100

Portland, OR 97201 503.223.6663

SCHEDULE B

6202,31.NAJ

REENIGNE 108240PE

OREGON

NE

EXPIRES: 12/31/2028

RE

IG STERED PROFESSIONAL

ROD

HCY SELRA

REGNAL

8" A

N D

7"

S A

N

IT

A R

Y S

E W

E R

P

LA

N A

N D

P R

O

FI

LE

W C

16 LF 27" SS

ABAND IN PLACE ABAND IN PLACE

FACE OF WALL +/-

EXTENT OF WALL

REINFORCEMENT ± (12.3' MIN.)

EX. 8" PVC SEWER

AT S=0.0747

OHW = 141.50

SW 205TH AVE

PIPE CONTINUES THROUGH

MANHOLE - SEE DETAIL 1, SHEET WC8

25 26

ABAND IN PLACE

BRIDGE BENT 4

16 CENTERED ON CENTERLINE OF

ADJACENT BRIDGE BENT 4, SCHEDULE A

SS(R) SS(R)

SS

SS

SS

G G

G

G

SS(R)

SS(R)

G

O P

O P

O P

1/

2" (W

2" (W x x

OP

WET

WET

W

ET

W

ET

W

ET

W

ET

W

ET

WET

W

ET

W

ET

x x x x x x x

2" (W)

S

LF

7" S

S

102 LF 84" SS

102 LF 84" FRP SEWER

S=0.0014

MH000A

RIM=146.00

84"SS IE (IN)=124.46 MH000B

RIM=145.00

27"SS IE (IN/OUT)=±129.35

84"SS IE (OUT)=124.60

( FEET )

SCALE

1 INCH = 40 FT.

40 200

EX. GRADE

AT PROPOSED

ALIGNMENT

Sa ve

D

D

/2

6:

P

M 1/

/2

6:

P M

By : R ad s

P:

\W

\W

PW

X0

3\

C

AD

\W

A\

SH

EE

TS

\W A-

PP

-W

PW

X0

3.

dw g

R ac he l S ad at ia n

By

Fi le

S W

H ill sb or o H w y

H ill sb or o, O

R

(5

1-w w w

.c le an w at er se rv ic es

.o rg

T, R

, S

/4

S E

C T.

1N , 2

W , 3

6, S

W 1/

S H

E E

T

O F

S W

TH

A

V E

8" , 2

7"

4"

S A

N

IT

A R

Y S

E W

E R

IM

P

R O

V E

M E

N

TS

P R

O

JE

C T

D

R A

FT

E

R

JO

K

O /S

Y S

D

ES

IG

N

ER

R C

LA

C H

EC

K

ED

SX

C

H

A

PP

R O

VE

D

R

C

LA

2100 S River Parkway Suite 100

Portland, OR 97201 503.223.6663

SCHEDULE B

6202,31.NAJ

REENIGNE 108240PE

OREGON

NE

EXPIRES: 12/31/2028

RE

IG STERED PROFESSIONAL

ROD

HCY SELRA

REGNAL

S A

N

IT

A R

Y P

LA

N

, P R

O

FI

LE

A

N D

D E

TA

IL

S W

C

16 LF 27" SS

PROPOSED

BRIDGE

STRUCTURE

"DRY" SEGMENT FOR

FUTURE INTERCEPTOR

REPLACEMENT PROJECT

SW

TH

A

VE

4'

2" MIN., TYP.

PIPE WALL

BLOCK OUT AND

ROUGHEN

SURFACE OR

CHIP OUT

OPENING

CONCRETE

MANHOLE WALL

NON-SHRINK

GROUT

BENTONITE/BUTYL-RUBBER

WATERSTOP, 1" X 3/4", CETCO

WATERSTOP-RX 101 OR EQUAL,

TYP., CONTINUOUS AROUND

PIPE WALL AND AT WALL/GROUT

INTERFACE

MANHOLE CHANNEL

AND BENCH

NON SHRINK GROUT,

MIN 4" THICK, TYP.

MANHOLE WALL

16" STEEL CASING

FILL ANNULAR SPACE

WITH SAND (TYP.)

BENTONITE/BUTYL-RUBBER

WATERSTOP, 1" X 3/4", CETCO

WATERSTOP-RX 101 OR

EQUAL, TYP., CONTINOUS

AROUND PIPE WALL, IN CASING

AND IN BENCH

MODEL C LINK-SEAL OR EQUAL,

IN CORE-DRILLED OPENING, AT

PIPE/CASING SLOPE

NON-SHRINK GROUT,

MIN. 6" THICK, TYP.

8" PVC SEWER

SCALE:

DETAIL - MANHOLE PENETRATION SEAL

N.T.S.

VAR

SCALE:

DETAIL - CASING AND PIPE SEALS

N.T.S.

WC9

SS(R)

SS(R)

SS SS SS SS

SS

SS

SS

SS

SS(R

SS

SS

S

S

S

SS(R)

S

112 LF 8" SS

L

F 8"

S S

146 LF 27" SS

102 LF 84" SS

7.67'

6.00'15.00'

15.00' ( FEET )

SCALE

1 INCH = 40 FT.

40 200

Sa ve

D

D

/2

2:

P

M 1/

/2

6:

P M

By : R ad s

P:

\W

\W

PW

X0

3\

C

AD

\W

A\

SH

EE

TS

\W A-

R W

-W

PW

X0

3.

dw g R ac he l S ad at ia n By

Fi le

S W

H ill sb or o H w y

H ill sb or o, O

R

(5

1-w w w

.c le an w at er se rv ic es

.o rg

T, R

, S

/4

S E

C T.

1N , 2

W , 3

6, S

W 1/

S H

E E

T

O F

S W

TH

A

V E

8" , 2

7"

4"

S A

N

IT

A R

Y S

E W

E R

IM

P

R O

V E

M E

N

TS

P R

O

JE

C T

D

R A

FT

E

R

JO

K

O /S

Y S

D

ES

IG

N

ER

R C

LA

C H

EC

K

ED

SX

C

H

A

PP

R O

VE

D

R

C

LA

2100 S River Parkway Suite 100

Portland, OR 97201 503.223.6663

SCHEDULE B

6202,31.NAJ

REENIGNE 108240PE

OREGON

NE

EXPIRES: 12/31/2028

RE

IG STERED PROFESSIONAL

ROD

HCY SELRA

REGNAL

E A

S E

M E

N T

P

LA

N W

C

MH 000A

MH 000B

MH 0001

MH 0002

MH FM01

MH 0003

EX. SSMH 55395

(TO BE REMOVED)

20 LF 27" SS

16 LF 27" SS

EXISTING AND PROPOSED RIGHT OF WAY AND SEWER EASEMENTS

EX SEWER EASEMENT

(CWS/USA, BOOK 1068,

PAGE 448)

EX 20' SEWER EASEMENT

(CWS/CITY OF HILLSBORO,

2002-131466, 2002-096147)

EX 30' SEWER EASEMENT

(CWS/USA, 78043415)

PROPOSED RIGHT OF WAY

(WASHINGTON COUNTY)

EX 100' SEWER EASEMENT (CWS/USA,

BOOK 1076, PAGE 204)

EX RIGHT OF WAY

(WASHINGTON COUNTY)

SW 205TH AVE

MH 0004

G

SS(R)

SS(R)

SS SS SS SS

SS

SS

SS

SS

G

G

G

G G G G G G G G

G

SS(R

G

W

W SS

SS

SS

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

2" (W)

4 1/2" (W)

2" (W) x x

C O

GV

S

S

WV

W V

WV

GVS

OP

OP

G

G

W

ET

W

ET

W

ET

WET

W

ET

WET

WET

W

ET

WET

W

ET

WETWET

W

ET

W

ET

WET

WET WET

WET

WET

W

ET

W

ET

WET

WET

WET

WET

x x x x x x x x x x x

SD

(R

SD

(R

2" (W

SS(R)

IC

V

P

S

146 LF 27" SS

102 LF 84" SS

43 LF 8" SS

112 LF 8" SS

( FEET )

SCALE

1 INCH = 40 FT.

40 200

Sa ve

D

D

/2

6:

P

M 1/

/2

6:

P M

By : R ad s

P:

\W

\W

PW

X0

3\

C

AD

\W

A\

SH

EE

TS

\W A-

SS

-W

PW

X0

3.

dw g

R ac he l S ad at ia n

By

Fi le

S W

H ill sb or o H w y

H ill sb or o, O

R

(5

1-w w w

.c le an w at er se rv ic es

.o rg

T, R

, S

/4

S E

C T.

1N , 2

W , 3

6, S

W 1/

S H

E E

T

O F

S W

TH

A

V E

8" , 2

7"

4"

S A

N

IT

A R

Y S

E W

E R

IM

P

R O

V E

M E

N

TS

P R

O

JE

C T

D

R A

FT

E

R

JO

K

O /S

Y S

D

ES

IG

N

ER

R C

LA

C H

EC

K

ED

SX

C

H

A

PP

R O

VE

D

R

C

LA

2100 S River Parkway Suite 100

Portland, OR 97201 503.223.6663

SCHEDULE B

6202,31.NAJ

REENIGNE 108240PE

OREGON

NE

EXPIRES: 12/31/2028

RE

IG STERED PROFESSIONAL

ROD

HCY SELRA

REGNAL

S C

H E

M A

TI

C

S E

W E

R B

Y P

A S

S P

LA

N

W C

MH 000A

MH 000BMH 0001 MH 0002

MH FM01

MH 0003

EX. SSMH NO. 55395

(TO BE REMOVED)

PUMP B

PUMP A

1. TEMPORARY CONNECTIONS WILL BE NECESSARY FOR PORTIONS OF THE WORK. CONTRACTOR SHALL COORDINATE THE SCHEDULE OF THE TEMPORARY CONNECTIONS WITH THE CLEAN WATER SERVICES INSPECTOR AND SHALL PROVIDE A MINIMUM NOTICE TO CLEAN WATER SERVICES OF FIVE WORKING DAYS BEFORE INSTALLATION OF TEMPORARY CONNECTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO MAINTAIN SEWER SERVICE AT ALL TIMES AND TO CONTAIN ALL WASTEWATER WITHIN THE EXISTING SEWER SYSTEM OR TEMPORARY TANK-TYPE VEHICLES FOR BYPASS HAULING OR OTHER METHOD APPROVED BY CLEAN WATER SERVICES. CONTRACTOR SHALL PROVIDE REDUNDANT BYPASS PUMPS AND FUEL SPILL CONTAINMENT AS A PART OF THE TEMPORARY SEWER SERVICE PLAN. UTILIZING PUMPS CONTRACTOR SHALL SUBMIT PLAN FOR TEMPORARY SEWER SERVICE AND BYPASS PUMPING AND HAUL PLANS TO CLEAN WATER SERVICES FOR APPROVAL PRIOR TO THE PRECONSTRUCTION MEETING. NO WORK SHALL BEGIN PRIOR TO APPROVAL OF THE TEMPORARY SEWER SERVICE/AND BYPASS PUMPING AND HAUL PLANS. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

2. THE FOLLOWING SEQUENCE IS PROPOSED AND BASED ON MINIMIZING INTERRUPTIONS IN EXISTING FLOWS AND NEED FOR BYPASS PIPING ACROSS THE CREEK.

ADJUSTMENTS TO THE SEQUENCE AND SCHEMATIC BYPASS PLAN SHALL BE PROPOSED IN A BYPASS PLAN SUBMITTAL, PER SPECIFICATIONS.

SCHEMATIC SEWER BYPASS PLAN

A. COMPLETE BASE SECTION (AT A MINIMUM) OF FLOW METER MANHOLE, REMOVE PIPE CROWN COUPON AND ESTABLISH SUCTION BYPASS PIPING TO

BYPASS PUMP A AND SET UP PUMP ASSEMBLY AND APPURTENANCES.

B. ESTABLISH BYPASS PUMP A DISCHARGE TO EX. SSMH NORTH OF CREEK PER PLAN.

C. ESTABLISH SUCTION BYPASS PIPING FROM EX. SSMH 55395 TO BYPASS PUMP B AND SET UP PUMP ASSEMBLY AND APPURTENANCES.

D. ESTABLISH BYPASS PUMP B DISCHARGE TO EX. SSMH NORTH OF CREEK PER PLAN.

E. PLUG OUTLETS OF MANHOLES FM01 AND EX SSMH 55395 AND ESTABLISH FLOW BYPASS OPERATION.

F. REMOVE EXISTING 27" AND 8" SEWER AS NECESSARY TO ALLOW COMPLETION OF REPLACEMENT 8" AND 27" SEWER FOLLOWING TESTING OF

REPLACEMENT SEWER MAINS, REMOVE BYPASS PUMP A AND PUMP B SYSTEMS.

G. ADDITIONAL BYPASS OR TEMPORARY SERVICE MATERIALS, EQUIPMENT AND OPERATIONS ARE NECESSARY TO REMOVE EX SSMH 55395 AND REPLACE

WITH PIPE AS A SEPARATE CONSTRUCTION ACTIVITY. CONTRACTOR MAY ACCESS NEXT UPSTREAM MANHOLE (APPROX. 400' UPSTREAM, APPROX. 160' SOUTH OF INTERSECTION OF SW 205TH AVE AND NE QUATAMA ST) FOR SHORT-TERM PUMP AND HAUL OPERATIONS FOLLOWING IMPLEMENTATION OF SCHEDULE A STAGE II TRAFFIC CONTROL PLAN. CONTRACTOR SHALL ANTICIPATE ADDITIONAL FLOW FROM SERVICES CONNECTED TO THE MAIN IMMEDIATELY UPSTREAM OF EX. SSMH 55395. CONTRACTOR SHALL INCLUDE SPECIFIC REQUIREMENTS AND PROCEDURE FOR MANAGING WASTEWATER FLOWS DURING THE WORK TO REMOVE EX. SSMH 55395 IN THE SEWER SERVICE/BYPASS PLAN SUBMITTAL.

H. FOLLOWING TESTING OF REPLACEMENT 8" AND 27" SEWER, RE-ESTABLISH FLOW IN REPLACEMENT PIPE AND DECOMMISSION BYPASS PUMPS, PIPING

AND APPURTENANCES.

BYPASS PLAN LEGEND

EX. FLOW DIRECTION

BYPASS PUMP ASSEMBLY

TEMPORARY FUSED HDPE BYPASS LINES

20 LF 27" SS

16 LF 27" SS

BYPASS PLAN NOTES AND SEQUENCE

SW 205TH AVE

NEXT EX. SSMH IS

APPROX 400 FEET

UPSTREAM OF EX. SSMH

NO. 55395, APPROX 160'

SOUTH OF

INTERSECTION OF SW

205TH AVE AND NE

QUATAMA ST

MH 0004

27" PVC SEWER, MATCH

SLOPE OF EX SEWER

CONCRETE BENCH

PER SECTION, TYP.

SEE NOTE 4

SEE NOTE 1

PLAN

72" DIAMETER

MANHOLE BASE

MANHOLE STEPS 24" MANHOLE FRAME AND

COVER ABOVE, SEE NOTE

2.

FLOW

6" 6"

18"

6"

NOTES:

1. SAWCUT OPENING IN CROWN OF PIPE FOR PORTAL FOR FLOW MONITORING

EQUIPMENT (EQUIPMENT BY CLEAN WATER SERVICES, FUTURE). TRIM/GRIND

ALL EDGES SMOOTH.

2. WATERTIGHT FRAME AND COVER PER DRAWING NO. 130, CONCRETE

MANHOLE COLLAR PER DRAWING NO. 140. AND EXTERNAL MANHOLE

CHIMNEY SEAL PER DRAWING NO. 150.

3. CAST IN PLACE SHELF PER DRAWING NO. 010, WARPED AND SLOPE TO DRAIN

FULL SHELF AREA TO FLOW METERING PORTAL.

4. SEWER MANHOLE PER DRAWING NO. 010, UNLESS NOTED OTHERWISE.

ROTATE STEPS, CONE AND FRAME AND COVER PER SEWER MAIN PLAN VIEW.

5. MANHOLE BASE SECTION WITH SADDLE OPENINGS MIN. 4" GREATER THAN

PIPE OD. GROUT SADDLE OPENINGS PRIOR TO PLACING CAST IN PLACE

SHELF.

6. CAST IN PLACE CONCRETE MANHOLE BASE, PER DRAWING NO. 180.

7. FABRICATED STEEL PIPE GASKETED COUPLING FOR TRANSITION FROM EX.

CONCRETE PIPE TO PVC PIPE, WITH FUSION BONDED EPOXY COATING PER

AWWA C213 AND TYPE 316 SST HARDWARE, ROMAC RC400 OR APPROVED

EQUAL.

8. PENETRATION SEAL PER DETAIL 2, SHEET WC5.

B

B

SECTION B-B

SEE NOTE 6.

12" MINIMUM OF

COMPACTED

AGGREGATE BASE,

3/4"-0

SEE NOTE 5.

SEE NOTE 3.

SEE NOTE 1.

SEE NOTE 4.

6"

EX. 27" CONC

SEWER

4" MIN.

EX 27" CLASS IV

CONC. SEWER

THROUGH MH

PIPE COUPLING

PER NOTE 7. 3' MIN

SEE NOTE 8, TYP.

SCALE:

DETAIL - PIPE ENCASEMENT

N.T.S.

WC4

TRENCH LIMITS

NATIVE MATERIAL PER

DRAWING NO. 590 OR BAR

RUN STREAMBED MATERIAL

DEPENDING ON LOCATION

8" OR 27" PVC

SEWER, PER PLAN

CLSM (500 PSI),

6" ABOVE AND

12" BELOW PIPE

NOTE: CLSM SHALL BE 500 PSI MIX DESIGN, PLACED ALL AROUND PIPE IN LIEU

OF PIPE ZONE BEDDING. CONTRACTOR SHALL SUBMIT PROPOSED PLAN FOR

SUPPORTING AND RESTRAINING PIPE FROM DEFLECTION AND FLOATATION

DURING CLSM PLACEMENT FOR REVIEW BY CWS PRIOR TO CONSTRUCTION.

SCALE:

DETAIL - 27", 60" & 84" SS

CONNECTION AND MANHOLES

N.T.S.

WC4

NOTES:

1. 48" RISER AND APPURTENANCES PER DRAWING NO. 010, WATERTIGHT FRAME AND COVER PER DRAWING NO. 130, CONCRETE MANHOLE COLLAR PER DRAWING NO. 140. AND EXTERNAL MANHOLE CHIMNEY SEAL PER DRAWING NO. 150.

2. MANHOLE BASE PER DRAWING NO. 160, TOP SLAB "B" PER DRAWING NO. 220. MODIFY BASE FOR SADDLE INSTALLATION

AND CAST IN PLACE BASE PER NOTES 5 AND 6, DETAIL 2, THIS SHEET. CAST IN PLACE BENCH PER DRAWING NO. 10.

3. MANHOLE PER DRAWING NO. 160. TOP SLAB "B" PER DRAWING NO. 220. (NO CHANNEL OR BENCH.)

4. SEE SANITARY SEWER GENERAL NOTE 14, SHEET WC1. CONTRACTOR SHALL COMPLETE 27" SEWER AND MH 000B WITH

TEMPORARY 84" SEWER PIPE PENETRATION SEAL/PLUG, TO BE REMOVED FOR COMPLETION OF 84" SEWER IN LATER

STAGE OF CONSTRUCTION.

5. PENETRATION SEAL PER DETAIL 1, SHEET WC5.

84" FRP SEWER

SEE NOTE 4.

16'

27" PVC SEWER - ONE PIPE

SEGMENT CONTINUOUS

THROUGH SSMH 000B

120" ID SSMH 000B

WITH 48" ID RISER.

SEE NOTE 3.

120" ID SSMH 0001

WITH 48" ID RISER.

SEE NOTE 2.

EX. 60" 1500-D

CONCRETE SEWER

NOTE 1,

TYP.

SEE NOTE 5,

TYP.

84" FRP SEWER

120" ID SSMH 000A

WITH 48" ID RISER.

SEE NOTE 3, DETAIL 1

ABOVE.

120" ID SSMH 0001

WITH 48" ID RISER.

SEE NOTE 2,

DETAIL 1 ABOVE.

EX. 60" 1500-D

CONCRETE

SEWER

SCALE:

SECTION A - 27" SS CONNECTION

AND MANHOLE BASES

N.T.S.

A

WC8

27" PVC SEWER

SEE NOTE 6,

DETAIL 2 THIS

SHEET

12" MINIMUM OF

COMPACTED

AGGREGATE BASE,

3/4"-0 (TYP.)

SEE NOTE 5, DETAIL 1

ABOVE, TYP.

Sa ve

D

D

/2

6:

P

M 1/

/2

6:

P M

By : R ad s

P:

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PW

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H ill sb or o, O

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.o rg

T, R

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S E

C T.

1N , 2

W , 3

6, S

W 1/

S H

E E

T

O F

S W

TH

A

V E

8" , 2

7"

4"

S A

N

IT

A R

Y S

E W

E R

IM

P

R O

V E

M E

N

TS

P R

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C T

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2100 S River Parkway Suite 100

Portland, OR 97201 503.223.6663

SCHEDULE B

6202,31.NAJ

REENIGNE 108240PE

OREGON

NE

EXPIRES: 12/31/2028

RE

IG STERED PROFESSIONAL

ROD

HCY SELRA

REGNAL

W C

S

E W

E R

D E

TA

IL

S

SCALE:

DETAIL -

FLOW METERING MANHOLE

N.T.S.

WC4

A

CONCRETE BENCH

AND CHANNEL

SCALE:

DETAIL -

FABRIC ENCAPSULATED SOIL LIFTS (FESL)

N.T.S.

WC12

Sa ve

D

D

/2

6:

P

M 1/

/2

6:

P M

By : R ad s

P:

\W

\W

PW

X0

3\

C

AD

\W

A\

SH

EE

TS

\W A-

D T-

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X0

3.

dw g R ac he l S ad at ia n By

Fi le

S W

H ill sb or o H w y

H ill sb or o, O

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(5

1-w w w

.c le an w at er se rv ic es

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S E

C T.

1N , 2

W , 3

6, S

W 1/

S H

E E

T

O F

S W

TH

A

V E

8" , 2

7"

4"

S A

N

IT

A R

Y S

E W

E R

IM

P

R O

V E

M E

N

TS

P R

O

JE

C T

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R A

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LA

C H

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A

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C

LA

2100 S River Parkway Suite 100

Portland, OR 97201 503.223.6663

SCHEDULE B

6202,31.NAJ

REENIGNE 108240PE

OREGON

NE

EXPIRES: 12/31/2028

RE

IG STERED PROFESSIONAL

ROD

HCY SELRA

REGNAL

S E

W E

R D

E

TA

IL

S

W C

12" LONG CONCRETE

OR GROUT PLUG

MECHANICAL

PIPE PLUG

EX. 8" OR 27"

SANITARY SEWER TO

BE ABANDONED

SCALE:

DETAIL -

PIPE PLUG

N.T.S.

WC4

SEE NOTE 1

PLUG PER

WC9

EXTEND PIPE 12"

INTO MANHOLE

EX. 8" PVC SEWER

8" PVC SEWER,

IN CASING PER

DETAIL 3 THIS

SHEET

SCALE:

DETAIL -

SEWER AND CASING CONNECTION

N.T.S.

WC4

39' +/- LONG

16" DIAMETER, 3 8" THICK

STEEL CASING PIPE

SEE NOTE 1, TYP.

8" SDR 26 PVC

CARRIER PIPE

SCALE:

DETAIL -

PIPE CASING

N.T.S.

WC4

SAW CUT OR DISMANTLE AT NEARBY

JOINT FOR PLUG INSTALLATION

OUTSIDE MANHOLE

SCALE:

DETAIL -

MANHOLE CHANNELING

N.T.S.

WC3

VARIES WITH

OUTLET PIPE SLOPE

DROP SHOWN ON PROFILE

AT MANHOLE � (TYPICAL)

(TYPICAL 0.1' OR MATCH

CROWNS IF PIPE

DIAMETER CHANGES)

INLET ELEVATION AS

SHOWN ON PLANS

VARIES WITH

INLET PIPE SLOPE

TOP OF

CHANNEL

MANHOLE

OUTLET ELEVATION AS

SHOWN ON PLANS

PIPE SLOPE ASSHOWN ON PLANS

PIPE SLOPE ASSHOWN ON PLANS

DEAD STAKE

(TYP.)

ANCHOR TRENCH

FOR UPPERMOST

MATTING

COMPACTED EARTH

FILL, SEE NOTE 1

FESL TO BE SLOPED

5° FROM HORIZONTAL

EACH LIFT SHALL BE WRAPPED IN

TWO MATTING LAYERS, INTERNAL

TYPE C (COIR 400) AND EXTERNAL

TYPE D (COIR 700)

LIVE FASCINE TYP.,

SEE NOTE 5

PLANT CUTTINGS, GREATER THAN 1

INCH, LENGTH TO REACH BELOW

OHW, MIN. 36" (TYP.)12" THICK SELECTED

TOPSOIL

SEE NOTE 3

NATIVE MATERIAL

SUITABLE FOR

COMPACTION OR

SELECT GENERAL

BACKFILL

OHW = 141.50'

SLOPE FACE - SEE NOTE 2

SEED WITHIN FESL ABOVE OHW -

SEE NOTE 4.

8'

FILL ANNULAR

SPACE WITH SAND

NOTES:

1. STAINLESS STEEL CASING INSULATOR/

CENTERING SPACER, CALPICO MODEL

M-6-SS OR EQUAL, AT 4' SPACING.

2. EXTEND CASING 9" +/- INTO MANHOLE PER

DETAIL 2 THIS SHEET.

72" ID MANHOLE PER

8" STUB AND

COUPLING PER

16" DIAMETER

CASING, 9"±

INTO MH

SEE CASING AND PIPE

PENETRATION SEAL

DETAIL 2, SHEET WC5.

CORE DRILL FOR

CASING ENTRY AT

PIPE/CASING SLOPE.

NOTES:

1. 48" RISER AND APPURTENANCES PER DRAWING NO. 010, STANDARD TYPE FRAME AND

COVER PER DRAWING NO. 110, AND EXTERNAL MANHOLE CHIMNEY SEAL PER

DRAWING NO. 150.

2. DETAIL SHOWN FOR MH 0004, COMPLETE SIMILAR AT MH 0003 INLET CONNECTION.

WITH WATERTIGHT FRAME AND COVER PER DRAWING NO. 130, CONCRETE MANHOLE

COLLAR PER DRAWING NO. 140 AND EXTERNAL MANHOLE CHIMNEY SEAL PER

DRAWING NO. 150.

NOTE:

1. SEE SHEET WC3 FOR FABRIC

ENCAPSULATED SOIL LIFTS

(FESL) NOTES

CONCRETE CHANNEL

AND BENCH

B A

S E

S E

C T

IO

N

DRAWING NO. 020

NOTES:

6"MIN.

1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM

C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE, DRAWING NO.

010.

2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000

PSI AND A SLUMP OF 2" TO 4".

5" MINIMUM

REVISED 10-31-19

PRE-CAST/POURED IN PLACE

MANHOLE BASE

MANHOLE STEPS SEE

STD DRAWING NO. 100

12" MINIMUM OF 3/4"-0"

COMPACTED BASE MATERIAL

48" MINIMUM

PIPE

I.D.

CONSTRUCT CHANNEL AND 12"

MINIMUM SHELF IN FIELD

8" MINIMUM CONCRETE

PIPE

I.D. 6" MINIMUM AND

24" MAXIMUM OVERLAP

5" MINIMUM

S E

C T

IO

N

CONSTRUCT CHANNEL AND

12" MINIMUM SHELF IN FIELD

48" MINIMUM

SMOOTH FINAL CHANNEL TO

3/4 VERTICAL HEIGHT OF PIPE.

S E

C T

IO

N

12" MINIMUM OF 3/4"-0"

COMPACTED BASE MATERIAL

SMOOTH FINAL CHANNEL TO

3/4 VERTICAL HEIGHT OF PIPE

AFTER VACUUM TESTING

MANHOLE STEPS SEE

STD DRAWING NO. 100

POURED

IN PLACE

PRECAST

8" MIN. BETWEEN

KNOCKOUTS

1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE

REQUIREMENTS OF ASTM C-478.

2. SEE STD DRAWING 020 FOR POURED IN PLACE CONCRETE

MANHOLE BASE.

3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM

TO THE REQUIREMENTS OF ASTM C-443.

4. SEE STD DRAWING 030. ALL PIPE CONNECTIONS TO MANHOLE

SHALL BE WATERTIGHT.

5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A

MANHOLE AND CHANNEL DETAIL.

6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL

REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL.

7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED)

MANHOLE WALL BETWEEN PIPE BREAKOUTS AS

MEASURED ON THE INSIDE FACE OF THE MANHOLE.

8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND 4"

MAXIMUM CLEAR OF PIPE WALL.

9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 12"

FOR SANITARY CONNECTION AND 48" FOR STORM

CONNECTION.

10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND

COVER SHALL BE USED IN ALL EASEMENT AND OFF

STREET AREAS. SEE STD DRAWING 130.

5" MINIMUM

MANHOLE STEPS SEE

STD DRAWING NO. 100

GRADE RINGS (2",4",OR 6") MAXIMUM

12" SET IN NON-SHRINK GROUT

STANDARD ECCENTRIC

36" CONE

MANHOLE SECTION

(VARIABLE HEIGHT)

DRAWING NO. 010

STANDARD MANHOLE

NOTES:

12" MINIMUM OF 3/4"-0" COMPACTED

BASE MATERIAL

STANDARD FRAME AND COVER OR

WATERTIGHT FRAME AND COVER.SEE

STD. DRAWING NO. 110, 120, OR 130

SET FRAME IN NON-SHRINK GROUT

SMOOTH FINISH

CHANNEL TO

3/4 VERTICAL

HEIGHT OF PIPE

REVISED 10-31-19

" M

IN

IM

U M

LOCATE FRAME AND

COVER OVER LEDGE OF

AT LEAST 12" IN WIDTH

MAXIMUM 27" FROM TOP OF FIRST

STEP TO TOP OF CASTING

48" MINIMUM

PIPE

I.D.

WATERTIGHT SEAL. SEE NOTE 4

CONSTRUCT

CHANNEL AND MIN

12" SHELF IN FIELD

6" MIN.

5" MINIMUM

PIPE

I.D.

PVC SANDED BELL

KOR-N-SEAL BOOT

DRAWING NO. O3O

MANHOLE CONNECTIONS

1. ALL PRE-CAST MANHOLE SECTIONS SHALL

CONFORM TO THE REQUIREMENTS OF ASTM

C-478 AND APPLICABLE PROVISIONS OF

STANDARD DRAWING NO. 010.

2. ALTERNATE METHODS TO BE APPROVED BY

CITY/DISTRICT.

3. BOOTS TO BE SIZED PER MANUFACTURER'S

RECOMMENDATIONS/SPECIFICATIONS.

12" MINIMUM OF 3/4"-0"

COMPACTED BASE ROCK

REVISED 10-31-19

ENCAPSULATED

RUBBER GASKET

PVC

PIPE

SANDED BELL

FITTING

NOTES:

STAINLESS

STEEL BAND

KOR-N-BAND

INTERNAL

INTERCEPT

PIPE

FLEXIBLE

CONNECTOR

SMOOTH FINISH CHANNEL

TO 3/4 VERTICAL HEIGHT

OF PIPE

CONSTRUCT CHANNEL

AND MIN 12" SHELF IN

FIELD, 1"/FT SLOPE

WATERTIGHT SEAL

USING NON-SHRINKING

GROUT.

WATERTIGHT SEAL

USING NON-SHRINKING

GROUT.

RIBBED PIPE WITH GASKETS

RIBBED

PIPE

GASKETS

WATERTIGHT SEAL

USING NON-SHRINKING

GROUT.

CSP

D.I.P

1/2" GRADE 60 REINFORCEMENT

5-3/4"

3- 3/

8"

9- 1/

8"

1-1/8"

10-3/4"

12"

1-1/4"

12"

MATERIALS:

PLASTIC:

MANHOLE STEP

DRAWING NO. 100

COPOLYMER POLYPROPYLENE PLASTIC

REVISED 10-31-19

3-3/8" FOR PLASTIC

SAFETY STEP

MUST CONFORM WITH ASTM

C-478. STEEL REINFORCING BAR

MINIMUM 1/2" GRADE 60. MEETING

REQUIREMENTS OF ASTM A-615

ENCAPSULATED WITH INJECTION

MOLDED COPOLYMER

POLYPROPYLENE WITH

SERRATED SURFACES.

1. ALL STEPS SHALL CONFORM TO

THE REQUIREMENTS OF ASTM

C-478.

2. MANHOLE STEPS MUST BE TIGHT

AND FIRMLY EMBEDDED.

3. ALL STEPS WITHIN A MANHOLE

SHALL BE OF THE SAME DESIGN,

TYPE, AND SIZE. (MIXING OF

UNMATCHED STEPS

IS NOT PERMITTED).

4. STEPS ADJUSTED OR ADDED SHALL

BE EPOXIED IN HOLES THAT ARE

FREE OF MOISTURE AND DEBRIS.

(EPOXY TO MEET ASTM C881).

NOTES:

S

COVER TOP

7/8"

24-3/4"

22 1/2"

1/2"

27" 25"

23" 24-1/2"

31"

3"

3" 3"

7"

SU

BU

R

BA

N T

YP

E

(S

EE

N O

TE

ST

AN

D

AR

D T

YP

E

(S

EE

N O

TE

NOTES:

DRAWING NO. 110

PRE CAST 3 4" CONICAL

HOLES (2) SANITARY

COVER ONLY

REVISED 10-31-19

SUBURBAN AND STANDARD

MANHOLE FRAME AND COVER

SANITARY

1. SUBURBAN TYPE FOR USE IN TRAFFIC AREAS OF LOCAL AND NEIGHBORHOOD STREETS.

2. STANDARD TYPE FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS.

3. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30.

4. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND.

5. 1 1/2" PICKHOLE IN LID FOR LIFTING HOOK.

SECTION VIEW

1 1/2" PICKHOLE

BOLT-DOWN

DETAIL

4.125"1 1/4"

SECTION A-A

A A

WATERTIGHT MANHOLE RING

WATERTIGHT MANHOLE

FRAME AND COVER

DRAWING NO. 130

1. COMPOSITE WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND COVER SHALL BE USED IN ALL EASEMENT AND OFF STREET AREAS.

2. THE WATERTIGHT MANHOLE COVER FRAME SHALL BE GMI 2600 SERIES COMPOSITE FRAME AND COVER MANUFACTURED BY TITUS

INDUSTRIAL GROUP, INC. OR ITS EQUAL.

3. THE LOCKING MECHANISM SHALL BE A TWISTLIFT® MANUFACTURED BY TITUS INDUSTRIAL GROUP, INC.OR ITS EQUAL.

4. THE TWISTLIFT® COMPOSITE ACCESS COVER LOCK IS DESIGNED AS A SECURITY BOLT REQUIRING A SPECIAL TOOL TO OPERATE THE QUARTER TURN BOLT AND LIFT THE COVER FROM THE FRAME. IT FUNCTIONS WITH EITHER THE STANDARD CAM LOCK QUARTER TURN

PADDLE, OR THE EXTENDED 'SURCHARGE' PADDLE.

5. THE BOLT SHALL BE MACHINED FROM 316 STAINLESS STEEL.

6. THE BOLT FEATURES A DOMED HEAD WITH 3 EQUALLY SPACED 'J' SLOTS RUNNING HORIZONTALLY AROUND THE BOLT HEAD.

7. STANDARD BOLT SIZES ARE 14 MM COARSE THREAD WITH A FLAT MACHINED ON TWO SIDES TO ENGAGE PADDLE.

8. THE PADDLE IS DIE CAST FROM 304 STAINLESS STEEL AND ALSO AVAILABLE IN BOTH STANDARD CAM LOCK DESIGN, OR EXTENDED

SURCHARGE CONFIGURATION.

9. THE BOLT AND PADDLE WILL BE ASSEMBLED USING TWO STAINLESS STEEL 14 MM NUT'S, THE BOTTOM NUT IS A STANDARD NUT THAT WILL BE TORQUE TO 35 FT. LBS. TO GIVE THE DESIRED TENSION ON THE BOLT. A SECOND NYLOCK™ LOCK NUT IS USED AS A JAM NUT, AND TORQUE TO 90 FT. LBS. STAINLESS STEEL WASHERS ARE USED TO PROVIDE CONSISTENT TURNING RESISTANCE.

10. A 5/16 STAINLESS STEEL SET SCREW, SET IN A THREADED HOLE IN THE COVER PROVIDES FOR A STOP AT ¼ TURN OF OPERATION.

11. THE BOLT WILL BE OPERATED BY MEANS OF A SPECIALLY MADE OPENING KEY CONSISTING OF A SPECIAL SOCKET ATTACHED TO A 'T'

HANDLE USED TO BOTH TURN THE BOLT, AND LIFT OUT THE COVER.

12. ONE SET OF REPLACEMENT OPENING KEYS WILL BE PROVIDED TO CLEAN WATER SERVICES AT TIME OF INSTALLATION.

13. THE BOLT HEAD IS PROTECTED BY A WEATHER RESISTANT PLASTIC DEBRIS CAP. THE CAP IS INCLUDED WITH EACH LOCK.

14. SEE LOCAL JURISDICTION REQUIREMENTS FOR USE IN TRAFFIC AREAS.

REVISED 10-31-19

FRAME WILL BE ATTACHED TO THE MANHOLE

TOP/ CONE SECTION BY USING A "RED HEAD"

ANCHOR (OR EQUAL) THAT IS A MIN 1-1/4" O.D.

W/S. STEEL WASHER 3/32" THICK. IF GRADE

RINGS NEED TO BE INSTALLED, A HOLE WILL BE

CORED THROUGH THE RING SO THE BOLT CAN

BE ATTACHED TO TOP SECTION.

SEE BOLT

DOWN

DETAIL

NOTES:

24 1/4"

26"

3.79"

0.67"

3.79"

37"

INTEGRATED

GASKET ON

COVER & FRAME

Sa ve

D

D

/2

6:

P

M 1/

/2

6:

P M

By : R ad s

P:

\W

\W

PW

X0

3\

C

AD

\W

A\

SH

EE

TS

\W A-

D T-

W

PW

X0

3.

dw g R ac he l S ad at ia n By

Fi le

S W

H ill sb or o H w y

H ill sb or o, O

R

(5

1-w w w

.c le an w at er se rv ic es

.o rg

T, R

, S

/4

S E

C T.

1N , 2

W , 3

6, S

W 1/

S H

E E

T

O F

S W

TH

A

V E

8" , 2

7"

4"

S A

N

IT

A R

Y S

E W

E R

IM

P

R O

V E

M E

N

TS

P R

O

JE

C T

D

R A

FT

E

R

JO

K

O /S

Y S

D

ES

IG

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ER

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LA

C H

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SX

C

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A

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C

LA

2100 S River Parkway Suite 100

Portland, OR 97201 503.223.6663

SCHEDULE B

6202,31.NAJ

REENIGNE 108240PE

OREGON

NE

EXPIRES: 12/31/2028

RE

IG STERED PROFESSIONAL

ROD

HCY SELRA

REGNAL

W C

C

W S

S

TA

N D

A R

D D

R A

W

IN

G S

NOTES:

1. THE WATERTIGHT MANHOLE

ASSEMBLY SHALL BE AN EJ

COMPOSITE WATERTIGHT

FRAME AND COVER

ASSEMBLY WITH 4 TWISTLIFT

LOCK ASSEMBLIES,

PRODUCT COM260236A01, OR

APPROVED EQUAL.

2. REFERENCES TO

COMPACTED BASE ROCK OR

COMPACTED BASE MATERIAL

IN STANDARD DRAWINGS

SHALL MEAN AGGREGATE

BASE, 3/4"-0.

3. DETAIL 1, SHEET WC5 SHALL

APPLY TO 27" AND 84"

MANHOLE WALL

PENETRATIONS. UNLESS

OTHERWISE NOTED IN

PLANS, 8" MANHOLE WALL

PENETRATIONS SHALL BE

CORE DRILLED AND SEALED

WITH KOR-N-SEAL BOOT.

SEE NOTE THIS SHEET FOR CLARIFICATIONS.

FORM AS APPROVED

1 1/2"

AD

JU

ST

M

EN

T

C O

N E

4"

6"

DRAWING NO. 140

" M

AX

IM

U M

REVISED 10-31-19

CONCRETE MANHOLE

CLOSURE COLLAR

CONCRETE FOR CLOSURE COLLAR SHALL BE

READY-MIXED CONFORMING WITH ASTM C94,

ALTERNATE 2 AND SHALL HAVE A

COMPRESSIVE STRENGTH OF 3000 PSI @28 DAYS.

ADJUSTMENT GRADE RINGS

AND CASTING FRAME SET IN

1" OF NON-SHRINKING

GROUT

TYP

STAINLESS STEEL TOP BAND

EXTERNAL RUBBER SLEEVE

STAINLESS STEEL BOTTOM BAND

EXTERNAL RUBBER EXTENSION

PRE CAST

MANHOLE CONE

PRE CAST CONCRETE

ADJUSTING RINGS

MANHOLE FRAME AND COVER

MANHOLE FRAME AND COVER

RUBBER SLEEVE

TO SPAN CHIMNEY HEIGHTS OF:

0-4 1/2" - CHIMNEY SEAL ONLY

OVER 4 1/2" - 9" - SEAL + 7" EXTENSION

OVER 9"- 12" - SEAL + 10" EXTENSION

OVER 12" - SEAL + MULT. EXTENSIONS

TO SPAN CHIMNEY HEIGHTS OF:

EXTERNAL MANHOLE

CHIMNEY SEAL

NOTES:

DRAWING NO. 150 REVISED 10-31-19

MANHOLE CHIMNEY SEAL

1. SLEEVES AND EXTENSIONS SHALL

HAVE A MINIMUM OF 316" THICKNESS.

2. RUBBER SHALL BE EXTRUDED HIGH GRADE

COMPOUND CONFORMING TO ASTM C-923.

3. BANDS SHALL BE FABRICATED FROM 16

GAUGE STAINLESS STEEL CONFORMING TO

ASTM A-240, TYPE 304.

4. NUTS AND BOLTS SHALL BE STAINLESS

STEEL CONFORMING TO ASTM F-593 AND

594, TYPE 304.

5. ALL GRADE RING AND CASTING FRAME SHALL

BE SET IN NON-SHRINKING GROUT.

6. PRE CAST MANHOLE SECTIONS SHALL

CONFORM TO THE REQUIREMENTS OF ASTM

C-478, AND APPLICABLE PROVISIONS OF

STANDARD MANHOLE DRAWING NO. 010.

0-3" - NARROW (6") SEAL ONLY

OVER 3" - 6 1/2" - STANDARD (9") SEAL ONLY

OVER 6 1/2" - 12" - STD. SEAL + EXTENSION

OVER 12" - SEAL + MULT. EXTENSIONS

NARROW EXTERNAL

RUBBER SEAL

RUBBER SLEEVE

STAINLESS STEEL

EXPANSION BANDS

RUBBER

EXTENSION

PRE CAST CONCRETE

ADJUSTING RINGS

PRE CAST

MANHOLE CONE

INTERNAL MANHOLE

CHIMNEY SEAL

m in

"D" Bars

Fill

"C" Bars t w

M an ho le

I.D

Drawing NO. 170

Section - B'Section - B

NUMBER

NUMBER

1' m in . T yp

REVISED 10-31-19

LARGE PRECAST CONCRETE

MANHOLE - BASES

Additional sections as required. No special vertical reinforcement required.

TY

PI

C

AL

M

AN

H O

LE

TY

PE

B

AS

E

SE

C

TI

O N

TY

PI

C

AL

M

AN

H O

LE

TY

PE

B

AS

E N

O J

O

IN

TS

1. MANHOLE TYPE 1 IS CONTINUOUS FROM BOTTOM SLAB TO 12"

ABOVE PIPE BREAKOUT.

2. MANHOLE TYPES 1 & 2 MAY HAVE EITHER PRECAST OR

CAST-IN-PLACE BASE.

3. MANHOLE SECTIONS SHALL BE MANUFACTURED IN ACCORDANCE TO

THE REQUIREMENTS SHOWN ON STD. DRAWING NO. 180 AND 190.

4. MANHOLE TYPE 2 SHALL HAVE NO JOINTS BETWEEN 1' ABOVE PIPE

BREAKOUT OPENING AND 2" BELOW PIPE SPRING LINE.

5. MANHOLE SECTIONS SHALL BE MANUFACTURED IN ACCORDANCE WITH

ASTM C76 OR C478 EXCEPT LONGITUDINAL (VERT.) STEEL SHALL

MEET OR EXCEED THAT SHOWN ON STD. DRAWING NO. 190.

NOTES: (MANHOLE BASES & BASE SECTIONS)

4"X4" OR 6"X6" CONCRETE COLLAR AROUND

PIPE CONNECTIONS.

IN

SI

D

ES

/O U

TS

ID

ES

FA

C

ES

LO

N

G B

AR

S

IN

B

AS

E

SE

C

TI

O

N

C

EN

TE

R

ED

MINIMUM BETWEEN BREAKOUTS FOR PIPES.

SECTION - A

2" M

IN

2" M

IN

PRECAST BASE TYPE 1

MANHOLE TYPE 1

PRECAST BASE TYPE 2

MANHOLE TYPE 2

PRECAST BASE TYPE 3

MANHOLE TYPE 1

CAST-IN-PLACE BASE

MANHOLE TYPE 2

"E" Bars

3" Clear

"F" Bars

Ts

1 1/2"clr.

Horiz. Diameter

T

T w s

(Varies) sT

(Varies)Tw sT

(Varies)Tw

12"min.

12"min.

"E" Bars

"D" Bars 1 1/2"clr.

1 1/2"clr.

Weld to 3/4"clr.

No. 4 Hoop "E" Bars 5"min.

Depth of Pipe Tongue + 3/4"

PRECAST BASE SLAB TYPE 2**

No. 4 Hoop

"D" Bars "E" Bars

1"clr. 1 1/2"clr.

PRECAST BASE SLAB TYPE 3

CAST-IN-PLACE BASE

60" 72" 84" 96"SIZE

Type Depth*

T

D Bars

E Bars

E Bars

E Bars

E Bars

F Bars

D Bars sT

Ts

Ts

0'-15' 15'-30' 0'-15' 15'-30' 0'-15'

9.0" 9.0"8.0" 9.0" 9.0" 11.0"10.0"

#3 @ 12" #3 @ 12" #3 @ 12" #4 @ 10"

#4 @ 9" #4 @ 9" #4 @ 6" #4 @ 8" #5 @ 9" #4 @ 7" #5 @ 8"

11.0" 12.0" 12.0"11.0"

#4 @ 8" #4 @ 9" #5 @ 8" #4" @ 7" N0.5 @ 7" #4 @ 5" #5 @ 6"

7.0" 9.0" 9.0"

9.0" 7.0" 9.0" 8.0" 10.0" 9.0" 11.0"

#3 @ 12" #3 @ 12" #3 @ 12"

#4 @ 12" #4 @ 6"#4 @ 9" #5 @ 9"#4 @ 8" #5 @ 8"#4" @ 7"

#4 @ 9"#4 @ 12"

#4 @ 9" #4 @ 6" #4 @ 8" #5 @ 9" #4" @ 7" #5 @ 8"#4 @ 12"

*Invert to Street Grade s

Roughen contact surface to 1/4" amplitude.

Note: Wall to slab joint shall be grouted when slab is cast separately.

Note: Expose hoop as required to weld dowels to hoop. Remove only enough concrete to accomplish weld. Patch before casting base to ensure no voids are present.

Note: Grout not required for slab cast in contact with manhole section.

T (Varies)

No. 4 Hoop

PRECAST BASE SLAB TYPE 1**

(OR PRECAST BASE TYPE 4)

15'-30' 0'-15' 15'-30'

8.0"

#3 @ 10" #4 @ 11" #3 @ 9" #4 @ 11"

#4 @ 12"

12.0" 12.0"13.0" 14.0"

#4 @ 12"

7.0" 9.0"8.0" 10.0" 11.0"

7.0"

#4 @ 10" #3 @ 10" #4 @ 11" #3 @ 9" #4 @ 11"

#4 @ 9"

#4 @ 9" #4 @ 6" #4 @ 8" #5 @ 9" #4" @ 7" #5 @ 8"

#4 @ 9"

Concrete: f' =4,000 psi Steel: f =Grade 60 c

**Fabricator required to cast lifting loops in base slab for handling Type 1 & 2 bases.

w

LARGE PRECAST CONCRETE MANHOLE - TYPES

DRAWING NO.180 REVISED 10-31-19 DRAWING NO. 200 REVISED 10-31-19

LARGE PRECAST CONCRETE MANHOLE-

LONG. BASE SECTION REINF.

TYPE 1

TYPE 2

INVERT TO

STREET GRADE

0 Ft to 15 Ft

15 Ft to 30 Ft

15 Ft to 30 Ft

0 Ft to 15 Ft

NOTE: MAX. LONG. BAR SPACING IS 12" C.-C.

'C' Bars- 2 NO. 5 HOOPS 2" CLR. OF TOP OF MH BARREL

2 NO. 3 HOOPS 2" CLR. OVER PIPE BLOCKOUTS

REQ'D. FOR LESS THAN 2'-0" CLR.

BETWEEN BLOCKOUT AND TOP OF SECTION.}

BETWEEN BLOCKOUT AND TOP OF SECTION.

REQ'D. FOR LESS THAN 2'-0" CLR.

NOTE: MAX. LONG. BAR SPACING IS 12" C.-C.

2 NO. 3 HOOPS 2" CLR. OVER PIPE BLOCKOUTS

2 NO. 5 HOOPS 2" CLR. OF TOP OF MH BARREL

0 Ft to 15 Ft

15 Ft to 30 Ft

15 Ft to 30 Ft

0 Ft to 15 Ft

STREET GRADE

INVERT TO

TYPE 1

'C' Bars-

TYPE 2

BETWEEN BLOCKOUT AND TOP OF SECTION.

REQ'D. FOR LESS THAN 2'-0" CLR.

NOTE: MAX. LONG. BAR SPACING IS 12" C.-C.

2 NO. 3 HOOPS 2" CLR. OVER PIPE BLOCKOUTS

2 NO. 5 HOOPS 2" CLR. OF TOP OF MH BARREL

0 Ft to 15 Ft

15 Ft to 30 Ft

15 Ft to 30 Ft

0 Ft to 15 Ft

STREET GRADE

INVERT TO

TYPE 1

'C' Bars-

TYPE 2

NOTE: MAX. LONG. BAR SPACING IS 12" C.-C.

0 Ft to 15 Ft

15 Ft to 30 Ft

15 Ft to 30 Ft

0 Ft to 15 Ft

STREET GRADE

INVERT TO

TYPE 1

TYPE 2

'C' Bars-1 No. 4 hoop req'd. for less than 2'-0" clr. between blockout and top of section.

PROVIDE MIN. LONGITUD. REINF. AS SHOWN, 1" CLR. OF

INSIDE AND OUTSIDE FACES, OR AT CENTER OF WALL

AREAS ARE IN /FT OF CIRCUMFERENCE AND MAY BE

WELDED WIRE FABRIC, BARS OR A COMBINATION OF BOTH.

OUTSIDE INSIDE ON CTR. ON CTR.INSIDEOUTSIDE OUTSIDE INSIDE ON CTR.

ON CTR.ON CTR.OUTSIDE INSIDE OUTSIDE INSIDE ON CTR.OUTSIDE INSIDE

ON CTR.ON CTR.OUTSIDE INSIDE OUTSIDE INSIDE ON CTR.OUTSIDE INSIDE

ON CTR.ON CTR.OUTSIDE INSIDE OUTSIDE INSIDE ON CTR.OUTSIDE INSIDE

T =5.0" T =…