PROJECT VICINITY MAP

SHEET INDEX

PROJECT

SITE

PROJECT INTENT - WATERLINE REPLACEMENT

CIP# 4116 - SW 6TH ST

(STOTT-WATSON)

WATERLINE IMPROVEMENTS

POTENTIAL UNDERGROUND FACILITY OWNERS

CALL THE OREGON ONE-CALL CENTER

1-800-332-2344

DIG SAFELY

TELEPHONE NUMBERS

N

CONTACT INFO

PROPOSEDEXISTING

PROPOSED

EXISTING

ABBREVIATIONS & SYMBOLOGY

N

OF

PUBLIC WORKS

DEPARTMENT

Engineering Division

12725 SW Millikan Way

P.O. Box 4755

Beaverton, Or 97076

Ph: 503-526-2269

DATE:

PROJECT NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

REVISIONS / RELEASES

NAD83-NIF/NGVD 29

COVER SHEET

AL

AL

JB

4116

CIP# 4116 -

SW 6TH ST

(STOTT-WATSON)

WATERLINE

IMPROVEMENTS

12

1

10-4-17

DW

9

5

%

N

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PROJECT

AREA

WAlER VALVE " 8 CABLE TV

WAlER MElER E3 8 POWER

HYDRANT A A FIBER OPTICS GAS

BLOW OFF --e - lELEPHONE -g 1 REDUCER OVERHEAD LINES THRUST BLOCK STORM

CHLORINATION TAP • WAlER UTILITY POLE -0- SANITARY

ELECT. VAULT [I] RIGHT OF WAY lEL MANHOLE (!) CL ROW

lEL VAULT lf2I PROP LINE TEL PEDESTAL 11D EASEMENT

CABLE RISER (CJ LIGHT x:x ABANOONEO UTILITY

JUNCTION BOX Gil STREET LIGHT 0-o

SAN CLEANOUT d;o SANITARY MANHOLE ~

STORM CLEANOUT 0 STORM MANHOLE @

WAlER CATCH BASIN • DECIO TREE

CONFlR TREE

AC N) NJA APPROX APPVD M'WA ASSt AWWA BFV BO BVCE eves C.O.B. CB Cl a. CMP co CONC CPLCI cu cws DEFL DTL DI DIA EG EL, ELEV EP EQ ESMT EVCE EVCS EX, EXTil FC FITG FH Flil(

FLG FlR Fl G GN..V GB GR GV HDPE HYD IE IP

SIGN

ASPHALT IC CONCRETE IR ALGEBRAIC DIFFERENCE JT AMERICANS WITH DISABILITIES ACT K APPROXIMATELY LAT APPROVED lF AMER I CAN Pl.a. IC WORKS ASSOCIATION LS ASSEMBLY LT AMERICAN WATER WORKS ASSOCIATION LVC BUTTERFLY VALVE MAX BLOW OFF MATL BEGIN VERTICAL CURVE ELEV AT I ON MECH BEGIN VERT I CAL CURVE STAT I ON MFR CITY OF BEAVERTON MH CATCH BASIN MIN CAST IRON MJ CENTERLINE NIC CORRUGATED METAL PI PE OC <UANOUT 00 CONCRETE P COU'L I NG PRY COPPER PT <UAN WATER SERVICES PVI DEFl.£CT PVC DETAIL PVMT DUCTILE IRON R/W D IAIIETER RCP EX I ST I NG GRNJE RDCR ELEVATION REINF EDGE OF PAVEMENT REQ'D EQUAL RESTR EASEMENT RIM END VERTICAL CURVE ELEVATION RT END VERTICAL CURVE STATION S/W EXISTING SAN FINISHED GROUND SCHED, SCH FITTING SD FIRE HYDRANT SLY FliX I BLE SS FLANGE STA FLOOR STL FLOW LINE TB GAS TBC GN..VAN IZED TFC GRADE BREAK T, TEL GRADE TEMP CArrVALVE THRO HIGH DENS I TY POLYETHYLENE TYP HYDRANT UNK INVERT ELEVATION VLV IRON PIPE W

L. ALAN JOHANSSON 503-526-2792 AJOHANSSON@BEAVERTONOREGON.GOV

THIS DRA'MNG IS FULL SIZE AT 11" X 17"

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IRON ROD JOINT RArr OF CURVATUIE LATERAL LINEAL FEET LONG SLEEVE LEFT LENGTH OF VERTICAL CURVE MAXIMLM MATERIAL MECHANICAL MANlFACTUIER MANHOLE MINIMLM MECHANICAL JO I NT NOT IN CONTRACT ON CENTER OUTS I DE DIAMETER POWER PRESSUIE REDUCING VALVE POINT PO I NT OF VERT I CAL INTERSECT ION POLYVINYL atLOR I DE PAVEMENT RIGHT-OF-WAY REINFORCED CONCRETE PI PE REDUCER REINFORCE(D) (ING) (MENT) REQUIRED RESTRAINED RIM ELEVATION RIGHT SIDEWALK SANITARY SEWER SCHEIJU.E STORM DRAIN SLEEVE SANITARY SEWER STATION = THRUST BLOCK TOP BACK CURB TOP FACE CURB rrLEPHONE TEMPDRARY THREAD(ED) TYPICAL UNKNOWN VALVE WATER

CITY OF BEAVERTON 1S1W SECTION 16, COB INDEX 3616

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NW NATURAL GAS M-F 7am-5pm AFTER HOURS

PGE FRONTIER CENTURY LINK COMCAST QWEST SPRINT /NEXTEL

NOT TO SCALE

503-226-4211 EXT.4313 503-226-4211 EXT.2401 503-464-7777 EXT. 2

503-936-2035 800-573-1311 503-261-7440 800-283-4237 800-521-0579

-+-NOTICE TO EXCAVATORS: 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. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503)-232-1987).

LOCATE TICKET# 17194982 17248104

VICINITY MAP NOTTO SCALE

' - -

I

I

1 TITLE SHEET 2 GENERAL NOTES 3 PROPOSED WATER - PLAN & PROFILE 4 PROPOSED WATER - PLAN & PROFILE 5 PROPOSED WATER - PLAN & PROFILE 6 PROPOSED WATER - PLAN & PROFILE 7 PROPOSED WATER - PLAN & PROFILE 8 PROPOSED WATER - PLAN & PROFILE 9 CONNECTION DETAILS

10 TYPICAL DETAILS 11 TYPICAL DETAILS 12 TYPICAL DETAILS

y:\clp\4118 - 8th ot. (wat.ffl - otott) watertlno n,placom•t\cadd\_.ll,ooto\4118 - ow 8th ot (otott-wabffl) - wat.-J....baoo 17 - 10/4/2017 J:06:JJ PM

CITY OF BEAVERTON

NO. DATE DESCRIPTION

! EXPIRATION DATE: 12/31 /19

¾

TRAFFIC CONTROL NOTES

GENERAL CONSTRUCTION NOTES EROSION CONTROL STANDARD NOTES

CATCH BASIN

MAY BE USED SHORT TERM

WITH UTILITY WORK AND WITH

PHASING OF DEVELOPMENT

AREA DRAIN

PLAN

A

A

FLOW

DITCH BOTTOM

SECTION A-A

FLOW

NOTE:

The dimension chart above is for standard catch basins and inlets only. The contractor is

responsible for providing the correct size device for each inlet.

For non-Clean Water Services Standard catch basins and inlets, the contractor shall measure

dimensions in the field and order the appropriate size(s).

The inlet sediment control device shall be of high flow design (200 gal / min / ft ), as per the

manufacturer's specifications.

The sediment control device shall be inspected daily by the contractor and maintained a

minimum once per month or within the 48 hours following a storm event.

Substitution of a sheet of filter fabric placed over the opening of the inlet is not approved.

City Of Beaverton

1.

2.

3.

4.

5.

3-D VIEW

2

JR - CPD

INLET SEDIMENT

145

CONTROL DEVICE

6 - 28 - 06

DRAWING NO.DRAWN BYDATECITY ENGINEER

Terry Waldele, P.E.

PUBLIC WORKS

DEPARTMENT

DUMP STRAPS

RESTRAINT

(1/4" NYLON ROPE,

2" FLAT WASHERS)

2 EACH

EXPANSION

BAG SECTION

INSTALLATION

SECTION

DUMP STRAP

DUMP STRAP

BAG DEPTH

TO TOP OF PIPE

BAG REMOVAL

FROM INLET

1" REBAR FOR

SEDIMENT CONTROL

BAG "SILTSACK"

OF

PUBLIC WORKS

DEPARTMENT

Engineering Division

12725 SW Millikan Way

P.O. Box 4755

Beaverton, Or 97076

Ph: 503-526-2269

DATE:

PROJECT NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

REVISIONS / RELEASES

NAD83-NIF/NGVD 29

GENERAL NOTES

AL

AL

JB

4116

CIP# 4116 -

SW 6TH ST

(STOTT-WATSON)

WATERLINE

IMPROVEMENTS

12

2

10-4-17

DW

9

5

%

N

O

T

F

O

R

C

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1. lHE CONlRACTOR SHALL NOllFY lHE CITY INSPECTOR AT LEAST 48 HOURS (1WO FULL WORKING DAYS) PRIOR TO BEGINNING lHE PROJECT. CONNECllONS BElVIEEN EXISllNG INFRASlRUCTURE AND NEW WORK SHALL NOT BE MADE UNllL NECESSARY INSPECllONS AND TESTS HA \IE BEEN COMPLETED ON lHE NEW WORK AND IT IS FOUND TO CONFORM IN ALL RESPECTS TO lHE REQUIREMENTS OF lHE PLANS AND SPECIFICA llONS.

2. CONlRACTOR SHALL 1/ERIFY LOCA 110N AND DEPlH OF ALL EXISllNG U11LI11ES WHERE F ACILillES CROSS. CONlRACTOR SHALL POT HOLE EXISllNG U11LI11ES 200 FEET AHEAD OF LAYING PIPE AT ALL CROSSINGS. IF CONFLICTS ARISE. lHE CONlRACTOR SHALL NOllFY lHE OWNER'S REPRESENTAll\lE PRIOR TO CONS1RUC110N. UllLITY LOCATE ONE CALL # 1-800-332-2344

3. ALL CONS1RUC110N IS TO BE PERFORMED IN ACCORDANCE WllH lHE MOST RECENT 1/ERSION OF CITY OF BEAIIERTON STANDARDS, OREGON APWA/ODOT STANDARD SPECIFICAllONS, CLEAN WATER SER\1CES (CWS) STANDARDS (INCLUDING EROSION PREIIENllON AND SEDIMENT CONlROL) AND lHE OREGON ADMINISlRA 110N RULES (OAR), CHAPTER 333, UNLESS NOTED ON lHE PLANS OR SPECIFIED OlHERWISE.

4. ALL EXISllNG U11LI11ES DISTURBED BY CONlRACTOR SHALL BE REPAIRED IMMEDIATELY AND lHE RESPECll\lE UllLITY COMPANY NOllFIED OF lHE DISTURBANCE WllHOUT DELAY.

5. CONlRACTOR SHALL SUBMIT "AS-BUILT" INFORMAllON TO lHE OWNER'S REPRESENTAll\lE UPON COMPLEllON OF CONS1RUC110N.

6. lHE CONlRACTOR SHALL NOT DAMAGE OR CUT EXISllNG A.C. PIPE. EXCAVATE AND EXPOSE EXISllNG A.C. PIPE UNllL APPROPRIATE JOINTS ARE EXPOSED. DISCONNECT lHE A.C. PIPE JOINT AND REMOIIE lHE APPROPRIATE SECllONS OF A.C. PIPE WllHOUT CUTllNG OR DAMAGING lHEM. DISPOSE OF REMOIIED A.C. PIPE IN A LEGAL MANNER AND IN CONFORMANCE WllH lHE REQUIREMENTS OF AU1HORl11ES CONlROLUNG AIR POLLUllON AND SOLID WASTE DISPOSAL CONlRACTOR SHALL COMPLY WllH APPLICABLE REQUIREMENTS OF OREGON RE\1SED STATUTES (ORS) 488A.700 lHROUGH 468A-760.

7. FINAL LOCAllONS OF ALL VALVES AND VALIIE BOXES, FIRE HYDRANT5, AIR RELEASE ASSEMBLIES, SER\1CE CONNECllON CORP STOPS, DRIVEWAY APRONS, SEWER LATERALS, PERMANENT SIGNS, AND CATCH BASINS SHALL BE FIELD LOCATED. lHE CONlRACTOR SHALL COORDINATE FINAL LOCA llONS OF lHE DESCRIBED ITEMS WllH lHE OWNER'S REPRESENTAllVE.

8. UllLITY CONS1RUC110N SEQUENCING WILL BE REQUIRED IN ORDER TO PREIIENT CONFLICTS WllH EXISllNG U11LI11ES REMAINING IN SER\1CE UNllL NE'M. Y INSTALLED U11LI11ES ARE CONNECTED AND IN SER\1CE. CONlRACTOR SHALL SEQUENCE UllLITY WORK INCLUDING TEMPORARY CONNECllONS AND BYPASSES AS REQUIRED SUCH AS TO MINIMIZE DISRUPllON OF SER\1CE5. SEE SECllON 105.4.01 WllHIN lHE SPECIFICA llONS REGARDING CONS1RUC110N SEQUENCING REQUIREMENTS FOR lHIS PROJECT.

9. MAINTENANCE OF lHE WORK AREA AND APPROACH ROADS IS lHE RESPONSIBILITY OF lHE CONlRACTOR. lHE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDlllON, FREE FROM OBS1RUC110NS AND HAZARDS.

10. ANY CHANGE IN CONS1RUC110N AFTER PLAN APPROVAL MUST BE SUBMITTED IN WRlllNG AND APPROIIED BY lHE CITY PRIOR TO CHANGE.

11. AT lHE END OF EACH WORK DAY ALL lRENCHES SHALL BE BACKFILLED AND ALL lRENCHES WllHIN SlREETS SHALL BE TEMPORARY PAVED OR COVERED TO lHE SA11SFAC110N OF lHE OWNER'S REPRESENTAll\lE. STEEL SHEET PLACEMENTS SHALL BE LIMITED TO 36 HOURS IN ANY ONE LOCA 110N. BEYOND 36 HOURS, EXCAVAllONS SHALL BE PAVED. AC PAIIEMENT EllHER TEMPORARY OR PERMANENT, SHALL BE HOT MIX BITUMINOUS ASPHALT. NO lRENCH, ON-SITE OR OFF-SITE, SHALL BE LEFT AT ANY llME IN AN UNSAFE CONDlllON. lHE CONlRACTOR IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM lHE PROSECUllON OF lHE WORK.

12. EFFECll\lE EROSION CONlROL, DUST CONlROL, AND DRAINAGE CONlROL IS REQUIRED AT ALL llMES. lHE CONlRACTOR IS SOL.ELY RESPONSIBLE FOR PROTECllON OF ALL WORK, ADJACENT PROPERllES AND DOWNSlREAM FACILillES FROM EROSION AND SILTAllON DURING lHE COURSE OF lHE WORK. ANY DAMAGE RESULTING FROM SUCH EROSION AND SILTA110N SHALL BE CORRECTED AT lHE SOLE EXPENSE OF lHE CONlRACTOR.

13. lHE CONlRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS. IF A DRIIIEWAY MUST BE BLOCKED, lHE CONlRACTOR SHALL GIIIE lHE HOMEOWNER, APARTMENT MANAGER AND /OR BUILDING OWNER 24 HOURS NOllCE AND SHALL ENSURE ACCESS TO DRIIIEWAYS AT lHE END OF EACH WORK DAY.

14. lHE CONlRACTOR SHALL EXERCISE ALL DUE CARE IN PROTECllNG PROPERTY ALONG lHE ROUTE OF lHE IMPROIIEMENT5. lHIS PROTECllON SHALL INCLUDE, BUT NOT BE LIMITED TO, lREES, YARDS, FENCES, DRAINAGE LINES. MAIL BOXES. DRIVEWAY$, SHRUBS, LAWNS, IRRIGAllON SYSTEMS. WllHIN ANY RIGHTS-OF-WAYS AND EASEMENTS. IF ANY OF lHE ABOVE HA VE BEEN DISTURBED, lHEY SHALL BE RESTORED AS NECESSARY TO AS NEAR lHEIR ORIGINAL CONDlllON AS POSSIBLE OR REPLACED IN KIND.

15. ALL SURIIEY MONUMENTS SHALL BE LOCATED AND PROTECTED, EXCEPT AS SPECIFICALLY DIRECTED BY lHE CITY ENGINEER.

16. lHE CONlRACTOR SHALL PERFORM ALL lHE WORK SHOWN ON lHE DRAWINGS AND ALL INCIDENTAL WORK CONSIDERED NECESSARY TO COMPLETE lHE PROJECT IN AN ACCEPTABLE MANNER.

17. lHE CONlRACTOR AND OR SUB-CONlRACTOR SHALL HAIIE A MINIMUM OF ONE SET OF CITY APPROVED CONS1RUC110N PLANS ON lHE JOB SITE AT ALL llMES DURING EACH CONS1RUC110N PHASE WHILE WORK IS BEING DONE.

18. ALL MATERIAL SUPPLIERS SHALL SUBMIT TO lHE ENGINEER PROOF OF MATERIAL(S) TESTED IN ACCORDANCE WllH SPECIFICAllONS. BY ACCEPTANCE OF lHE CONlRACT WllH lHE OWNER/DEi/ELOPER, lHE CONlRACTOR CERllFIES lHAT ALL MATERIALS DEUIIERED TO lHE JOB SITE WILL MEET OR EXCEED lHOSE SPECIFICAllONS. ANY MATERIAL NOT CONFORMING SHALL BE REMOVED FROM lHE SITE AT NO ADDlllONAL COST TO lHE OWNER.

19. UPON COMPLE110N OF lHE WORK, lHE CONlRACTOR SHALL LEAIIE lHE PROJECT AREA FREE OF DEBRIS AND UNUSED MATERIALS.

lHIS DESIGN COMPLIES WllH ORS 92.044 (7) IN lHAT NO UllLITY INFRASlRUCTURE IS DESIGNED TO BE WllHIN ONE FOOT OF A SURIIEY MONUMENT LOCA 110N SHOWN ON A SUBDl\1SION OR PAR11110N PLAT. NO DESIGN MODIFICAllON NOR FINAL FIELD LOCAllON CHANGE SHALL BE PERMITTED IF IT WOULD CAUSE ANY UllLITY INFRASlRUCTURE TO BE PLACED WllHIN lHE PROHIBITED AREA.

lHIS DRA'MNG IS FULL SIZE AT 11" X 17"

1. APPROVAL OF lHIS EROSION/SEDIMENTAllON CONlROL (ESC) PLAN DOES NOT CONSllTUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCAllON OF ROADS. PIPES. RESlRICTORS, CHANNELS, RETENllON FACILI11E5, U11LI11ES, ETC.).

2. lHE IMPLEMENTAllON OF lHESE ESC PLANS AND lHE CONS1RUC110N, MAINTENANCE, REPLACEMENT, AND UPGRADING OF lHESE ESC F ACILillES IS lHE RESPONSIBILITY OF lHE APPLICANT /CONlRACTOR UNllL ALL CONS1RUC110N IS COMPLETED AND APPROVED AND VEGETAllON/LANDSCAPING IS ESTABLISHED.

3. lHE ESC F ACILillES SHOWN ON lHIS PLAN MUST BE CONSlRUCTED IN CONJUNCllON WllH ALL CL.EARING AND GRADING AC11\111ES, AND IN SUCH A MANNER AS TO INSURE lHAT SEDIMENT LADEN WATER DOES NOT ENTER lHE DRAINAGE SYSTEM OR \10LATE APPLICABLE WATER STANDARDS.

4. lHE ESC F ACILillES SHOWN ON lHIS PLAN ARE lHE MINIMUM REQUIREMENTS FOR ANllCIPATED SITE CONDlllONS. DURING lHE CONS1RUC110N PERIOD, lHESE ESC F ACILillES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EIIENTS AND TO ENSURE lHAT SEDIMENT-LADEN WATER DOES NOT LEA \IE lHE SITE.

5. lHE ESC F ACILillES SHALL BE INSPECTED DAILY BY lHE APPLICANT /CONlRACTOR AND MAINTAINED AS NECESSARY TO ENSURE lHEIR CONllNUED FUNCllONING.

6. lHE ESC FACILillES ON INACll\lE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONlH OR WllHIN lHE 24 HOURS FOLLOWING A STORM EVENT.

7. AT NO llME SHALL MORE lHAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WllHIN A lRAPPED CATCH BASIN. ALL CATCH BASINS AND CONIIEYANCE LINES SHALL BE CLEANED PRIOR TO PA\1NG. lHE CLEANING OPERA 110N SHALL NOT FLUSH SEDIMENT LADEN WATER INTO lHE DO\\IIISlREAM SYSTEM.

8. STABILIZED CONS1RUC110N ENlRANCES SHALL BE INSTALLED AT lHE BEGINNING OF CONS1RUC110N AND MAINTAINED FOR lHE DURAllON OF lHE PROJECT. ADDlllONAL MEASURES MAY BE REQUIRED TO INSURE lHAT ALL PAVED AREAS ARE KEPT CLEAN FOR lHE DURA 110N OF lHE PROJECT.

1. 1RAFF1C CONlROL TO BE PERFORMED IN ACCORDANCE WllH lHE MANUAL FOR UNIFORM 1RAFF1C CONlROL DE\1CES AND OREGON AMENDMENTS AS REQUIRED. lHE CITY CAN REQUIRE ADDlllONAL 1RAFF1C CONlROL MEASURES AS NEEDED TO PR0\1DE FOR PUBLIC SAFETY.

2. ON RESIDENllAL LOCAL SlREETS, lHE CONlRACTOR SHALL BE RESPONSIBLE TO PR0\1DE ALL REQUIRED 1RAFF1C CONlROL WHEN WORK IS BEING DONE IN lHE RIGHT OF WAY.

3. ALL 1RAFF1C CONlROL MEASURES NEED TO BE SUBMITTED TO lHE CITY OF BEAVERTON FOR RE\1EW AT LEAST 5 (FIVE WORKING DAYS PRIOR TO CONS1RUC110N. ALL SlREET CLOSURES SHALL BE APPROIIED BY lHE CITY 1RAFF1C ENGINEER, AT LEAST 5 (FIIIE) WORKING DAYS IN ADVANCE.

4. UPON APPROVAL, lHE CONlRACTOR SHALL NOllFY lHE BEAVERTON POLICE DEPARTMENT, TUALAllN VALLEY FIRE AND RESCUE AND lHE BEAIIERTON SCHOOL DISlRICT 1RANSPORTA110N OFFlCE AT LEAST 48 HOURS IN ADVANCE OF ANY SlREET CLOSURE.

5. 1RAFF1C CONlROL PLANS SHALL COMPLY WllH lHE OREGON DEPARTMENT OF 1RANSPORTA110N - "SHORT TERM 1RAFF1C CONlROL HANDBOOK". 1RAFF1C CONlROL DE\1CES SHALL COMPLY WllH lHE "MANUAL ON UNIFORM 1RAFF1C CONlROL DE\1CES" PREPARED BY lHE FEDERAL HIGHWAY ADMINIS1RA110N, LATEST RE\1SION. CONlRACTOR SHALL COMPLY WllH ALL CONDlllONS SPECIFIED IN ROAD PERMITS ISSUED FOR lHIS PROJECT.

6. CONlRACTOR SHALL COORDINATE ALL SlREET AND SIDEWALK CLOSURES WllH lHE CITY. CONlRACTOR SHALL SUPPLY SIGNING AND BARRICADES AS REQUIRED TO ASSURE AUTOMOll\lE AND PEDESlRIAN SAFETY.

ZONE 4

1.5'

~

_!:ONE~

ZONE 4

EX SEWER MAIN OR LATERAL OAR NQJES·

ZONE 1: PARALLEL WATERLINES OK. CROSSING RES1RIC110NS ONLY ZONE 2: :~~ ~IW~Gl~~ss SPECIAL PERMISSION FROM OHA)

ZONE 3: PARALLEL WATERLINES PROHIBITED ZONE 4: PARALLEL WATERLINES PROHIBITED

SEE OAR CIJAPIER 333 fOR fULL NOTES ON WATERUNE REOYIREMENJS

CROSSINGS: 1. WHEREIIER POSSIBLE, lHE BOTTOM OF lHE WATER LINE SHALL BE 1 .5' OR MORE

ABOIIE lHE TOP OF lHE SEWER AND ONE FULL LENGlH OF lHE WATERLINE CENTERED AT lHE CROSSINGS.

2. WHERE lHE WATER LINE CROSSES 01/ER lHE SEWER LINE BUT WllH A CLEARANCE OF LESS lHAN 1.5 FEET: CENTER ONE LENGlH OF lHE WATER LINE AT lHE CROSSING AND lHE SEWER LINE SHALL BE REPLACED WllH A FULL LENGlH OF PIPE CENTERED AT lHE CROSSING POINT WllH C900, HDPE SDR 17, CLASS 52 DIP A MINIMUM OF 9' ON BOlH SIDES OF lHE CROSSINGS.

3. WHERE lHE WATER LINE CROSSES UNDER lHE SEWER LINE: CENTER ONE LENGlH OF lHE WATER LINE AT lHE CROSSING AND lHE SEWER LINE SHALL BE REPLACED WllH A FULL LENGlH OF PIPE CENTERED AT lHE CROSSING POINT WllH C900, HDPE SOR 17, CLASS 52 DIP A MINIMUM OF 9' ON BOlH SIDES OF lHE CROSSINGS. BACKFILL IN lHIS AREA SHALL BE 100 PSI CLSM.

GASLINES: 1. WHENEIIER lHE WATERLINE OR SER\1CES CROSS GAS LINES WllHIN 6" INSTALL A

FIBERGLASS SHEA lHING MA TERI AL PR0\1DED BY NW NATURAL OR HALF A SECllON OF PVC PIPE BETWEEN lHE GAS LINE AND lHE WATERLINE FOR A DISTANCE OF 18" ON EACH SIDE OF lHE GAS LINE.

2. WATERLINE OR WATER SER\1CE SHALL BE WRAPPED AND TAPED IN AN 8 MIL POLYETHYLENE ENCASEMENT FOR A DISTANCE OF 20 FEET EACH SIDE OF lHE GAS LINE.

WAJERLINE CONSJBUCTION NOJES

1. CONlRACTOR SHALL INFORM OWNER AND OWNER'S REPRESENTAllVE 5 WORKING DAYS IN ADVANCE OF CONS1RUC110N AND/OR PLANNED DISRUPllON OF WATER SER\1CE. CONlRACTOR SHALL NOT ASSUME SHUTDOWN llMES. BUT WILL RA lHER SCHEDULE AND COOR DINA TE SHUTDOWNS WllH AFFECTED U11LI11ES.

2. O\\IIIER WILL PR0\1DE NOllFICA 110N TO AFFECTED WATER USERS FOR PLANNED SER\1CE DISRUPllONS.

3. O\\IIIER WILL PR0\1DE SURI/EYING AS REQUIRED FOR NEW WATERLINE CONS1RUC110N.

4. OPERAllON OF EXISllNG VALVES SHALL ONLY BE PERFORMED BY CITY STAFF.

5. EXISllNG WATER MAINS AND SER\1CES SHALL BE KEPT IN OPERA llONS UNllL NEW MAINS ARE CONNECTED AND IN SER\1CE.

6. CONlRACTOR SHALL PR0\1DE TEMPORARY lHRUST BLOCKING WHERE REQUIRED ON lHOSE FITllNGS WHICH WILL SEE SER\1CE PRESSURE BEFORE CONCRETE lHRUST BLOCK DEIIELOPS FULL S1RENG1H.

7. CONlRACTOR SHALL PLACE 5-MIL PLASllC SHEEllNG BETWEEN lHRUST BLOCK AND PIPE FITllNGS.

8. ALL VALi/ES SHALL INCLUDE VALVE BOXES AND LIDS AS OUTLINED IN lHE TECHNICAL SPECIFICAllONS AND DRAWINGS.

9. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WllH AWWA, CITY OF BEAIIERTON, AND lHE UNIFORM PLUMBING CODE AS APPLICABLE. ALL MATERIALS SHALL BE OF NEW MANUFACTURE, AND MUST BE llPME$lli;., NO REBUILT OR USED MATERIALS WILL BE ALLOWED. ALL MATERIALS SHALL HAIIE DOCUMENTAllON PR0\1DING E\1DENCE lHAT lHE MATERIALS USED IN lHIS CONS1RUC110N WERE MANUFACTURED IN lHE UNITED STATES. NO FOREIGN MANUFACTURED MATERIALS WILL BE ALLOWED.

10. ALL MAINLINE PIPES SHALL BE PUSH-ON CEMENT-LINED DUClll.E IRON, CLASS #52 WllH TYTON JOINTS. ALL MECHANICAL JOINTS SHALL CONFORM TO ANSI A-21.11.

11. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO lHE CITY OF BEA \/ER TON'S ACCEPTED BRANDS AND MODELS.

12. FIRE HYDRANTS SHALL BE LOCATED TO ALLOW A MINIMUM OF 36" CLEAR SPACE SURROUNDING ALL PORllONS OF lHE HYDRANT. lHERE SHALL ALSO BE NO OBS1RUC110NS DIRECTLY IN LINE WllH ANY OF lHE PORTS OF lHE HYDRANT FOR A DISTANCE OF 5 FEET.

13. ALL BACKFILL IN lHE RIGHT OF WAY OR OlHER 1RAFF1C AREAS SHALL BE "-0" COMPACTED CRUSHED ROCK, COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASHTO T-99 COMPACllON TEST.

14. CONlRACTOR SHALL FURNISH AND INSTALL WATER SER\1CES, 1" (OR 2") SHORT (OR LONG) SIDE AS SPECIFIED SER\1CE IN ACCORDANCE WllH COB STANDARD DETAIL 640 (OR 641). INSTALLED NEW CURB STOP SHALL MATCH EXISllNG CURB STOP GRADE OR AS DIRECTED BY CITY'S REPRESENTAll\lE.

15. UPON ACCEPTANCE OF lHE MAINS AND SER\1CES. lHE CONlRACTOR SHALL COOR DINA TE FINAL SER\1CE CONNECllONS WllH CITY WATER DEPARTMENT. CITY WATER DEPARTMENT WILL REMOIIE EXISllNG METER AND INSTALL lHE NEW METER TO lHE CUSTOMER LINE UllLIZING lHE NEW SER\1CE LINE.

16. lHE CONlRACTOR SHALL INSTALL AND ADJUST lHE NEW WATER METER BOX TO FINAL LINE AND GRADE. REMOIIE AND DISPOSE OF lHE OLD METER BOX AND OlHER EXCESS MA TERIAL5. COMPLETE LANDSCAPING RESTORA 110N, CURB REPLACEMENT AND SIDEWALK AS REQUIRED. CITY WILL PR0\1DE METER BOXES.

17. PRIOR TO llE-IN, lHE CONlRACTOR SHALL INSTALL TEMPORARY BLOW-OFF ASSEMBLIES FOR PRESSURE TESllNG AND CH LORINA 110N. ALL NEW WATER MAINS SHALL BE PRESSURE TESTED AND DISINFECTED BEFORE CONNECllON TO lHE EXISllNG SYSTEM AND BEFORE ANY SER\1CE CONNECllONS ARE MADE. PR0\1DE 1" TEMPORARY TAPS FOR lHE CHLORINAllON INJECllON AS REQUIRED. PLUG TEMPORARY TAPS WllH BRASS PLUG UPON ACCEPTANCE OF NEW WATERLINE.

18. UPON COMPLE110N OF INSTALLAllON OF lHE WATER SYSTEM, ALL LINES SHALL BE FLUSHED AND DISINFECTED IN CONFORMANCE WllH OREGON HEAL 1H Dl\1SION GUIDELINES AND lHE REQUIREMENTS OF lHE OREGON DEPARTMENT OF EN\1RONMENTAL QUALITY. WATERLINES SHALL BE PRESSURE TESTED FOLLOWING COMPL.E110N. lHE MINIMUM TEST PRESSURE SHALL BE 150 PSI. FOR LINES WORKING WllH OPERA 110N PRESSURES GREATER lHAN 100 PSI, lHE MINIMUM TEST PRESSURE SHALL BE ONE AND ONE-HALF llMES lHE DESIGN OPERA 110N PRESSURE. ALLOWABLE LEAKAGE IS IN ACCORDANCE TO CITY STANDARDS.

19. lHE CONlRACTOR SHALL DISPOSE OF lHE SUPERCHLORINATED WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECT ION WATER TO FLOW INTO A WATERWAY WllHOUT ADE QUA TE DILUllON OR OlHER SA llSF ACTORY MElHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDA TED BY DEQ.

20. lHERE MAY BE SHORT SECllONS OF lHE PIPE LINE lHAT CONNECT TO lHE EXISllNG SYSTEM lHAT ARE DIFFICULT TO CHLORINATE. lHE O\\IIIER'S REPRESENTAll\lE AND lHE CONlRACTOR SHALL IDENllFY lHESE SHORT SECllONS OF PIPELINE AND AN AL TERNAllVE MElHOD OF DISINFECT ION EMPLOYED. APPLICAllON OF 300mn/l CHLORINE SOLUllON SHALL BE APPLIED BY SOAKING IN CONTAINER APPROVED BY O\\IIIER'S REPRESENTAll\lE. lHE CHLORINE SOLUllON SHALL REMAIN FOR lHREE HOURS BEFORE FLUSHING.

21. CONlRACTOR SHALL PROTECT WATER PIPE ENDS FROM CONTAMINATED WATER AND DEBRIS AT ALL llMES. CONlRACTOR SHALL CAP AND /OR COVER PIPE ENDS AT lHE END OF EACH WORK DAY.

BIO-BAG INLET BARRIER AT CURB INLET

PLAN VIEW SECTION A-A

NOlE: 1. FOR I.IE .. SHORT 1ERII APPUCAllc»IS ONLY. 2. l'.Dl1RACIOI: RESP<NSIBLE FDR ADEQUAlE 11.JMBER 0f HAY BALES. PRO\IIDE (IIE FULL BALE EAa-1

SIDE Of CURB CPENINQ '111H NO O#iPS CR OPENINQS IN CON1RCL DEVICE. 3. 1HE SEDIMENT C0N1RCI. DE\1CE SHALL BE INSPEC1ED DAILY BY 1HE CONTIWmlR N¥:J MAINTAINED

A YINIYUII OF ONCE A MON1H OR lllHIN 48 HRS OF A STORY EWNT,

BIO-BAG INLET BARRIER AT CURB INLET

y

y:\clp\4118 - 8th ot. (wat.ffl - otott) watertlno n,placom•t\cadd\,..ll,ooto\4118 - ow 8th ot (otott-wabffl) - wat.-J....baoo 17 - 10/4/2017 3:06:39 PII

CITY OF BEAVERTON

NO. DATE DESCRIPTION

SW

STO

TT AV

E

WATER NOTES

OF

PUBLIC WORKS

DEPARTMENT

Engineering Division

12725 SW Millikan Way

P.O. Box 4755

Beaverton, Or 97076

Ph: 503-526-2269

DATE:

PROJECT NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

REVISIONS / RELEASES

NAD83-NIF/NGVD 29

PROPOSED WATER

STA 0+80 - STA 2+75

PLAN & PROFILE

AL

AL

JB

4116

CIP# 4116 -

SW 6TH ST

(STOTT-WATSON)

WATERLINE

IMPROVEMENTS

12

3

10-4-17

DW

CE

NT

RA

L P

AR

K C

ON

DO

S T

RA

IL

SW

6T

H S

T

9

5

%

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

MATCH LINE STA: 2+75

SEE SHEET 4

12932

COVERED PARKING

"' -~220' = NEXT

VALVE {-----

-x--x--x--x--x--x--x--x--x--x--

190

COVERED PARKING

~c~sx £X ~ - -

\x1

x--x--x­

.,.._ I

i1

i w w

i--------+----------- FULLY RES RAINED, CLASS B GRANULAR BACKFILL +------------------.

190

185L.,_ ____ .:...,_ _____ ...1.... ___________ __,1, ____________ ........ ___________ __,185

0+80 1+00 1+50 2+00 2+50 2+75

IT] INSTALL 175' OF CL 52 8" DI WATER MAIN, FULLY RESTRAINED, CLASS B GRANULAR BACKFILL

~ INSTALL 6"x6" HOT TAP W/ 6" RSGV, MJxFL. INSTALL THRUST BLOCK

~ INSTALL 6"x8" REDUCER, MJ

1±) INSTALL 8"-45° HORZ. BEND, MJ

(ID RESTORE TYPE 'A' CURB

(ID REMOVE & REPLACE EXISTING BARRICADES

[I) INSTALL TEMP CHLORINATION TAP

TRENCH ABANDON ......,._ w--- ............... /xw_.............

SCALE 0 20 30 40

__... l'----------'I

lHIS DRA'MNG IS FUU. SIZE AT 11" X 17" y:\clp\4118 - 8th ot. (wat.ffl - otott) watertlno roplacem•t\cadd\,..ll,ooto\4118 - ow 8th ot (otott-wabffl) - wat.-J....baoo 17 - 10/4/2017 3:06:47 PM

CITY OF BEAVERTON

NO. DATE DESCRIPTION

! EXPIRATION DATE: 12/31 /19

MA

TC

H LIN

E S

TA

: 4+

00

SE

E S

HE

ET

4

50'

WATER NOTES

WATER SERVICE TABLE

SE

E S

HE

ET

3

MA

TC

H LIN

E S

TA

: 2+

75

OF

PUBLIC WORKS

DEPARTMENT

Engineering Division

12725 SW Millikan Way

P.O. Box 4755

Beaverton, Or 97076

Ph: 503-526-2269

DATE:

PROJECT NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

REVISIONS / RELEASES

NAD83-NIF/NGVD 29

PROPOSED WATER

STA 2+75 - STA 4+00

PLAN & PROFILE

AL

AL

JB

4116

CIP# 4116 -

SW 6TH ST

(STOTT-WATSON)

WATERLINE

IMPROVEMENTS

12

4

10-4-17

DW

SW 6TH ST

9

5

%

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

7'

lHIS DRAlll1NG IS FI/U. SIZE AT 11" X 17"

!

12855

'

X

I t X

Lx~x--x--x--x--x-, I

5075

RW ------:--. . - --; - RW -- - - -- RW

210---------.-------....... ------..---------------210

........ ~

~ l5 0 ,_ + >a'

EX GROUND ~ ~ ..-... I<) Vl ~ C VER PIPE I<) Vl LO ~ ~ C"J l :"(~"- (/)~-

i-..: :"( ~ '---

(/) (/) '--- --------------- ------, t---------+~....-----~~~--+-------+-------=-35=-"~C=--±;1D-:--::VE=R--------i200

\

205 tJ- I?

10 g ~ - "">~

~'"' +~~ 100 ;'; +>c (/) :g ""> (/) R (',J (/) "-

~ ~~ ~~~ :"( ~ 10 II') C i-..: :"( (',J (/)

V> V> C 200 -~--, ---

36" COVER

\ . . Nl="W 8" 01

205

- ------1-----=========- ------- - - - ..§'.'__QP._NC___;,AN _______ - - -1------

============== --------------

195 t--------+-------------j------==--==--=~~~~~---t~~~~~----------- 195 i-----------------

15" COt'IC SD

-----------+-- FULLY R£STRAtr 1ED, CLASS B GRAN JLAR BACKFILL ---+----------190,...._ _____ ......_ ________________ ...._ _____________ ____.190

2+ 75 3+00 3+50 4+00

[I] INSTALL 125' OF CL 52 8" DI WATER MAIN, FULLY RESTRAINED, CLASS B GRANULAR BACKFILL

~ ABANDON EX 2" GP WATER MAIN

~ INSTALL 1" DOMESTIC WATER SERVICE PER C.O.B. DETAIL 640, SEE SHEET 11 (T=TRENCH, B=BORE)

Ii] RELOCATE EX WATER METER IN TREE ROOTS

(ID REMOVE EX WATER METER & METER BOX, CONNECT TO EX WATER SVC LINE, SEE WATER SERVICE CONNECTION DETAIL, SHEET 12. RESTORE LANDSCAPING W/ 6" NATIVE MATERIAL

ADDRESS SIZE WM # LENGTH

12855 SW 6TH ST .75 06445595 15FT

12870 SW 6TH ST .75 10230769 22FT

TRENCH ABANDON ........-w-- --/xw_.............

SCALE 0 20 30 40

..._... I_____.I 1 INCH =20 FEET

y:\clp\4118 - 8th ot. (wai-> - otott) watertlno roplacem•l\cadd\,...ol,ooto\4118 - ow 8th ot (otott-wai->) - wat.-3....baH 17 - 10/4/2017 J:06:e.2 PM

CITY OF BEAVERTON

NO. DATE DESCRIPTION

! EXPIRATION DATE: 12/31 /19

MA

TC

H LIN

E S

TA

: 5+

75

SE

E S

HE

ET

6

WATER NOTES

WATER SERVICE TABLE

SE

E S

HE

ET

4

MA

TC

H LIN

E S

TA

: 4+

00

OF

PUBLIC WORKS

DEPARTMENT

Engineering Division

12725 SW Millikan Way

P.O. Box 4755

Beaverton, Or 97076

Ph: 503-526-2269

DATE:

PROJECT NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

REVISIONS / RELEASES

NAD83-NIF/NGVD 29

PROPOSED WATER

STA 4+00 - STA 5+75

PLAN & PROFILE

AL

AL

JB

4116

CIP# 4116 -

SW 6TH ST

(STOTT-WATSON)

WATERLINE

IMPROVEMENTS

12

5

10-4-17

DW

SW 6TH ST

SW 6TH ST

SW

M

AIN

A

VE

EROSION CONTROL NOTES

9

5

%

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

t X

X 11

~

t 5075 {WM ON MAIN) ! 11 12775

~

X (/)

Pi

X I I

G)

12820 -0- I I ~

•

.,,. 0

x.1 X

== f

EX 8" DI ~ 1---xw----+ IO .J." CONC

- x~ J

(/) ,......_ fTI (/) )> X

CD Ol Is • X

Q == 11

(Tl X

x co

== • >< t g e:::: (/) (/)

-----,,,./ --­

2

XG

12770

•

---- ----7----11 11

~-200 J--------+----~~~~---------------~----"----";;;>c_______,,,.__~~-------"1-------+-+------=-...,....-C'--------=-"""1 200 ~w~ I I ------~37?--- ---

195

r----in-N;..;,;E;;;.W;.;....;;B:;.."-,.::.:Dl~~...--L _ -.. _ I_ L::::: := = -;-..;::: k.:1.. - = = = = EX 8" DI = ---r--...----+----1-LJIII.JJ..- _ EX ~ Q.L 1- _j_ - - -~ r -1- t- -

I I _,,,, _,,,, _,,,, _,,,, I I / /

----------------1 r" _,,,,_,,,, I I 1s" coNc sD J r 1 1 -------------~~t~------~ = = = = = 8 CONC SAN = = =---------- L J

FULLY RESTRAIN D CLASS B GRANULAR B CKFlLL

FULLY RESTRAINED CLASS B

GRANULAR BACKFILL

195

190---------------------------------------------....... ------190 4+00 4+50 5+00 5+50 5+ 75

[I] INSTALL 63' OF CL 52 8" DI WATER MAIN, FULLY RESTRAINED, CLASS B GRANULAR BACKFILL

~ ABANDON EX 2" GP WATER MAIN

@) INSTALL 1" DOMESTIC WATER SERVICE PER C.O.B. DETAIL 640, SEE SHEET 11 (T=TRENCH, B=BORE)

1±) INSTALL 8"-45" HORZ BEND, MJ

[fil REMOVE EX 8" BLIND FLANGE & CONNECT NEW 8" DI WATER MAIN, SEE CONNECTION DETAIL 'A', SHEET 9

(ID INSTALL 8"x6" TEE, MJ W/ 6" RSGV, MJ & HYDRANT ASSEMBLY PER C.O.B. DETAIL 625, SEE SHEET 11

[I) REMOVE EX WATER METER & METER BOX, ABANDON EX WATER SVC LINE. SEE WATER SERVICE CONNECTION DETAIL, SHEET 12. RESTORE LANDSCAPING (MATCH EXISTING)

(ID CONNECT NEW 8" DI WATER MAIN

(ID EX 2" BALL VALVE (BURIED)

[g VERTICAL DEFLECTION STA 5+54 TO STA 5+89

IIlJ INSTALL 2" TEMP BLOW OFF PER C.O.B. DETAIL 633, SEE SHEET 12

ADDRESS SIZE WM # LENGTH

12820 SW 6TH ST .75 35541892 16FT

TRENCH --w--

ABANDON ~;x.w~

_& INSTALL INLET SEDIMENT CONTROL DEVICE @ CB OPENING, NO INTERNAL OVERFLOW ALLOWED

SCALE 0 20 30 40

__... I_____.I 1 INCH =20 FEET

lHIS DRA'MNG IS FUU. SIZE AT 11" X 17" y:\clp\4118 - 8th ot. (wat.ffl - otott) watertlno roplacom•t\cadd\,..lhooto\4118 - ow 8th ot (otott-wabffl) - wat.-J....baoo 17 - 10/4/2017 3:06:57 PM

CITY OF BEAVERTON

NO. DATE DESCRIPTION

! EXPIRATION DATE: 12/31 /19

50'

WATER NOTES

WATER SERVICE TABLE

POTHOLE TABLE

SE

E S

HE

ET

5

MA

TC

H LIN

E S

TA

: 5+

75

OF

PUBLIC WORKS

DEPARTMENT

Engineering Division

12725 SW Millikan Way

P.O. Box 4755

Beaverton, Or 97076

Ph: 503-526-2269

DATE:

PROJECT NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

REVISIONS / RELEASES

NAD83-NIF/NGVD 29

PROPOSED WATER

STA 5+75 - STA 7+25

PLAN & PROFILE

AL

AL

JB

4116

CIP# 4116 -

SW 6TH ST

(STOTT-WATSON)

WATERLINE

IMPROVEMENTS

12

6

10-4-17

DW

SW 6TH ST

MA

TC

H LIN

E S

TA

: 7+

25

SE

E S

HE

ET

7

9

5

%

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

lHIS DRA'MNG IS FIJU. SIZE AT 11" X 17"

210

205

t X

12755

2

__ _., __ w -~~-+-\- e--:.,.__--------1-4-1--1--1-----NEW Bn DI

' 5075

s~----ee=---.-XSS------~----.l<S:xi-=t~+~---...aj( S 8" CONC ~s---~-~s

0

3: X. >-....J 0 Cl..

~

C) X

a.. 0 LL.I

1" STL XG-----XG-----XG1--1----'--XG----

Q

r5 Ill

Q

r5 Ill

EX GROUND OVER PIPE

3:: 0 I a"": :::l!: I") 0)

• 0)

z . ~ ~ ~0~~1-

(X) • => • +~~o ~ct: ....._ ro C.O N l----------.c-:---------...--.-------------..~-~';2,--l---9---~----+--~--0)~"±----vf-<(-------'----l±_H_±l-----._=--"----+----------l210

r-..u XI-~•• ~§;? -N ct:i - ~ ac <o '--Q::i c C\j '--

+ ::s.. LL.I (/) a:: (X) """ (0 (/) (0 (/) !O

~e;~ ~e; (/) 3:: LC) (/) 3::

o,O oO ~ <o C\j ~ '<I- t.> (0 t.>

CX) :c ~ 0 :c ~ + §;? - +§?~ + (/) "in' + ::s.o' + Gi-+. Q +. Q (0 (/) LC) 10 (I) a (0 l£) (0 (/) l£) (0 l£) (0 LC) ~ :.::: " LC) LC)

'II- a ~ :.::: " :.::: " 'II-. ~~~ ~~~ ~ <( C\j ~ <( C\j ~ <( a

~ I 10 ~ I 10 (/) (/) ~ (/) '::o ~ (/) '::o ~ (/) C (/) C VJ (/) C VJ VJ C

--------------------t NEW 8" DI

-----r ___ _ I 36" COVER

I

205

2001=------1P---------------+----------------+----+-----l-----+-----------l200

= = =8" CONC SAt::J_ ___ _ ----------------J I --------------i_J

6

195 o--------------+--------------+--------+-----------1195

-------------FULLY [STRAINED, CLASS B GRANULAR BACK ILL -------+--------i

190---------------------------------------190 5+ 75 6+00 6+50 7+00 7+25

[I] INSTALL 150' OF CL 52 Bn DI WATER MAIN, FULLY RESTRAINED, CLASS B GRANULAR BACKFILL

~ ABANDON EX 2" CU WATER MAIN AFTER NEW WATER MAIN IS CONSTRUCTED

@) INSTALL 8"-45" HORZ BEND, MJ

Ii) INSTALL 1" DOMESTIC WATER SERVICE PER C.O.B. DETAIL 640, SEE SHEET 11 (T=TRENCH, B=BORE)

(ID REMOVE EX WATER METER & METER BOX, CONNECT TO EX WATER SVC LINE, SEE WATER SERVICE CONNECTION DETAIL, SHEET 12. RESTORE LANDSCAPING W/ 6" NATIVE MATERIAL

(ID VERTICAL DEFLECTION STA 5+54 TO STA 5+89

[I) EX 2" BALL VALVE (BURIED)

STATION UTILITY

~! I-S_T_A_6_+_2_5_i_· _P_O_L Y-G-AS--+--2-8"-----i STA 6+27 1" POLY FIBER 29"

STA 7+00 i" POLY GAS 23"

ADDRESS SIZE WM # LENGTH

12755 SW 6TH ST .75 44470609 9FT

12750 SW 6TH ST .75 18158070 36FT

5075 SW ANGEL .75 34920435 9FT

12720 SW 6TH ST .75 13506881 36FT

TRENCH ABANDON ........ -w-- ............... /xw_.............

SCALE 0 20 30 40

__... I_____.I 1 INCH =20 FEET

y:\clp\4118 - 6th ot. (wat.ffl - otott) wot.tine roplacem•t\cadd\,..ll,ooto\4118 - ow 8th ot (otott-wabffl) - wat.-3....baoo 17 - 10/4/2017 3:08:02 PM

CITY OF BEAVERTON

NO. DA TE DESCRIPTION

! EXPIRATION DATE: 12/31 /19

MA

TC

H LIN

E S

TA

: 8+

75

SE

E S

HE

ET

8

WATER NOTES

WATER SERVICE TABLE

OF

PUBLIC WORKS

DEPARTMENT

Engineering Division

12725 SW Millikan Way

P.O. Box 4755

Beaverton, Or 97076

Ph: 503-526-2269

DATE:

PROJECT NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

REVISIONS / RELEASES

NAD83-NIF/NGVD 29

PROPOSED WATER

STA 7+25 - STA 8+75

PLAN & PROFILE

AL

AL

JB

4116

CIP# 4116 -

SW 6TH ST

(STOTT-WATSON)

WATERLINE

IMPROVEMENTS

12

7

10-4-17

DW

SW 6TH ST

SW

A

NG

EL

A

VE

50'

POTHOLE TABLE

9

5

%

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

15'

SE

E S

HE

ET

6

MA

TC

H LIN

E S

TA

: 7+

25

\

5075 t

12655

__,,,__ __ xw-.-~::::__ xw ~- ........... --1--+-~ ~ ---- -----S~-------jlr-~

X G)

-" • (/)

?

a.. 0 La.I

8" CONC oco ~ ~....L....¼:,--t-

1" STL G • XG ---- Xt,;.,----- XG ---- XG ---- XG ---- XG -1---1------t-

'7 CL SW

ANGEL AVE

- - --

La.I

0 ~ 0

0 0) N

um101-

12620-70

'

2101-----------+------+--------ll'\---,l'"o----lic------------------J.=-'--..---=+-.c--«">-='-----,-..--'......_..,1------------I it ;- ~ EX GROUND

o2'~ ".:i' I') •

z+ 0 o <o K

:<e ~ ~ 1 OVER PIPE 1-,:. ..... (/) IX)~

----- ------205

--------r 35• COVER

NEW 8" DI

~...._ ui CXl N La.I +~I (/) It) <( - IX) (/) ~ It) XI-~:

~~ WC/lO:::CXl ~~~

Cl) C

----7--1 I 35• COVER

I I i

200

-----------------+--FULLY RESTRAIN£D, CLASS B GRAN LAR BACKFILL _______ __,

' 5075 WATSON

210

205

200

195-------------------------------------------195 7+25 7+50 8+00 8+50 8+75

[I] INSTALL 150' OF CL 52 8" DI WATER MAIN, FULLY RESTRAINED, CLASS B GRANULAR BACKFILL

~ ABANDON EX 2" CU WATER MAIN AFTER NEW WATER MAIN IS CONSTRUCTED

@) INSTALL 1" DOMESTIC WATER SERVICE PER C.O.B. DETAIL 640, SEE SHEET 11 (T=TRENCH, B=BORE)

Ii] REMOVE EX WATER METER & METER BOX, CONNECT TO EX WATER SVC LINE, SEE WATER SERVICE CONNECTION DETAIL ON SHEET 12. RESTORE LANDSCAPING W/ 6" NATIVE MATERIAL

(ID INSTALL 8"x6" TEE, MJ W/ 6" RSGV, MJ & HYDRANT ASSEMBLY PER C.O.B. DETAIL 625, SEE SHEET 11

(ID STL GAS XING, NEW WATERLINE SHALL BE WRAPPED & TAPED IN AN 8 MIL POLYETHYLENE ENCASEMENT 20' EA SIDE OF XING

STATION UTILITY

® STA 7+70 1" STL GAS 46"

ADDRESS SIZE WM # LENGTH

12655 6TH ST .75 31072512 BFT

12620-70 6TH ST 1 90780962 36FT

TRENCH ABANDON ........ -w-- ............... /xw_.............

SCALE 0 20 30 40

__... I_____.I 1 INCH =20 FEET

lHIS DRA'MNG IS FIJU. SIZE AT 11" X 17" y:\clp\4118 - 8th ot. (wat.ffl - otott) wot.tine roplacem•t\cadd\,..ll,ooto\4118 - ow 8th ot (otott-wabffl) - wat.-3....baoo 17 - 10/4/2017 3:08:07 PM

CITY OF BEAVERTON

NO. DA TE DESCRIPTION

! EXPIRATION DATE: 12/31 /19

WATER NOTES

SE

E S

HE

ET

7

MA

TC

H LIN

E S

TA

: 8+

75

OF

PUBLIC WORKS

DEPARTMENT

Engineering Division

12725 SW Millikan Way

P.O. Box 4755

Beaverton, Or 97076

Ph: 503-526-2269

DATE:

PROJECT NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

REVISIONS / RELEASES

NAD83-NIF/NGVD 29

PROPOSED WATER

STA 8+75 - STA 10+25

PLAN & PROFILE

AL

AL

JB

4116

CIP# 4116 -

SW 6TH ST

(STOTT-WATSON)

WATERLINE

IMPROVEMENTS

12

8

10-4-17

DW

SW 6TH ST

SW

W

AT

SO

N A

VE

50'

POTHOLE TABLE

EROSION CONTROL NOTES

9

5

%

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

' 5075

4

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[I] INSTALL 119' OF CL 52 8" DI WATER MAIN, FULLY RESTRAINED, CLASS B GRANULAR BACKFILL

~ ABANDON EX 2" CU WATER MAIN AFTER NEW WATER MAIN IS CONSTRUCTED

@) INSTALL 8"x8" HOT TAP W/ 8" RSGV, MJxFL. INSTALL THRUST BLOCK

1±) DEFLECT NEW WATER MAIN HORIZONTALLY STA 9+42 TO STA 9+94

[§] INSTALL TEMP CHLORINATION TAP

STATION UTILITY

ffi STA 9+93 2" PVC FIBER 42"

STA 9+94 8" Cl WATER 33•

TRENCH ABANDON w ~.xw~·

_& INSTALL INLET SEDIMENT CONTROL DEVICE @ CB OPENING, NO INTERNAL OVERFLOW ALLOWED

SCALE 0 20 30 40

__... I.___________.I

1 INCH =20 FEET

lHIS DRA'MNG IS FIJU. SIZE AT 11" X 17" y:\cip\4116 - 6th ot. (- - otott) wot.tlno roplacemont\cadd\,...tl,-\4116 - ow 6th ot (otott--) - wator3...l>aoo 17 - 10/4/2017 3:06:11 PM

CITY OF BEAVERTON

NO. DA TE DESCRIPTION

! EXPIRATION DATE: 12/31 /19

OF

PUBLIC WORKS

DEPARTMENT

Engineering Division

12725 SW Millikan Way

P.O. Box 4755

Beaverton, Or 97076

Ph: 503-526-2269

DATE:

PROJECT NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

REVISIONS / RELEASES

NAD83-NIF/NGVD 29

CONNECTION

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WATERLINE

IMPROVEMENTS

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NEW 8" DI

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[TI/

WATER NOTES

S1EP 1: [I] INSTALL 8"x6" TEE, MJ W/ 6" RSGV, MJ &

HYDRANT ASSEMBLY (TO BE USED AS BLOW-OFF) PER C.O.B. DETAIL 625, SEE SHEET 11

S1EP 2: (AFTER 1ES11NG) [l) REMOVE EX CAP & 2" CU PIPE AS

NEEDED TO CONNECT NEW 8" DI WATER MAIN, INSTALL 8" LONG SLEEVE

~ ABANDON EX 2" GP WATER MAIN

________ ....iC..:S=HEET 5) NOT TO SCALE

NEW 8" DI

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CITY OF BEAVERTON

NO. DATE DESCRIPTION

! EXPIRATION DATE: 12/31 /19

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FACE OF CURB WIDTH OF STREET

1/2"MAX

- DRAINAGE WEEPHOLE 3" ID PLASTIC PIPE WITH COUPLING

YBACKFILL BEHIND CURB

/1!6"

BASE COURSE

=------+-----12"-" -----l

NOTES:

1. Type 'A' curb REQUIRES PREAPPROVAL by the City Engineer. For use ONLY when replacing similar curb. This curb is not intended for new construction.

2. Concrete to have compressive strength of 4,000 psi at 28 days. 3. Expansion joints to be provided at each:

a. Point of tangency. b. Cold joint. c. Side of inlet structures. d. Side of driveways.

4. Expansion joint material to be pre-molded, asphalt impregnated, non-extruding, with a thickness of 1 /2 inch.

5. Contraction joints shall have: a. Spacing of not more than 15 feet. b. Depth of Joint of at least 1½ inches.

6. Base rock 2"-0 or 3/4"-0, 95% (MSHTO T-180) compaction. Base rock shall be to subgrade of street structure or 4 inches, which ever is greater, and shall extend 12 inches behind the curb.

7. Drainage weephole shall be: a. 3 inch I.D. plastic pipe with coupling and beveled outlet end to match face of curb. b. Centered with contraction joints.

0 PUBLIC WORKS TYPE'A'REPLACEMENT

DEPARTMENT CURB

CITY ENGINEER I DATE I DRAWN BY I DRAWING NO.

City Of Beaverton Terry Waldele, P.E. 2-07-07 JR-ED 203

TEE PLUGGED CROSS WYE PLUG OR CAP

~~~~ -, tr r -,-tl -r ~ ~

BEND

~ . .

FITTING ~t013~«-SIZE (INCHES) CAP

04 1.3

06 2.8

08 5.1

10 7.9

12 11.3

14 15.3

16 20.0

18 25.3

20 31.3

24 45.3

PLUGGED CROSS PLUGGED TEE VERTICAL

~ ~•" CONCRETE THRUST BLOCK SCHEDULE

(BEARING AREA OF THRUST BLOCKS IN SQUARE FEET)

90° BEND TEE PLUGGED VERTICAL OR ON RUN BEND 45° 221/2° 111/4° VOLUME OF THRUST BLOCK PLUGGED BEND BEND BEND IN CUBIC YARDS CROSS A1 A7

1.9 2.5 1.9 1.3 1.3 1.3 FIJ/t~G 45° 221/2° 111/4" BEND BEND BEND

4.0 5.7 4.0 2.1 1.3 1.3 4" 1.1 0.4 0.2

7.1 10.1 7.1 3.9 2.0 1.3 6" 2.7 1.0 0.4

11.2 15.7 11.2 6.1 3.2 1.6 8" 4.0 1.5 0.6

16.0 22.7 16.0 8.8 4.5 2.3 12'" 8.5 3.2 1.3

21.7 30.7 21.7 11.9 6.1 3.1 16" 14.8 5.6 2.3

28.4 40.0 28.4 15.5 8.0 4.0 VERTICAL BEND

36.0 50.7 36.0 19.5 10.1 FITTING ROD EMBEDMENT

5.1 SIZE SIZE BEND 44.4 62.7 44.4 24.1 12.5 6.3 4"-12" #6 30

64.0 90.7 64.0 34.9 18.1 9.1 14'"-16"" #8 36

Above bearing areas based on test pressure of 150 psi and an allowable soil bearing strength of 1,500 pounds per square foot. To compute bearing areas for different test pressures and soil bearing stresses, use the following equation: BEARlNGAREA = (TESTPRESSURE/150) x (1,500/SOILBEARINGSTRESS) x (TABLE VALUE)

NOTES: 1. Concrete thrust blocking to be poured against undisturbed earth. 2. Keep concrete clear of joint and accessories. Install 12 mil total thickness polyethylene sheet around fitting.

Secure sheet ends to prevent infiltration of dirt between sheet and pipe fitting prior to pouring thrust blocking. Protect mechanical joint followers and bolts from concrete with temporary forms and 12 mil polyethylene sheeting.

3. The required thrust bearing areas for special connections are shown. 4. If not shown on plans, required bearing areas at fitting shall be as indicated above, adjust if necessary, to

conform to the test pressure(s) and allowable soil bearing stress(es) stated in the Special Specifications. 5. Bearing areas and special blocking details shown on plans take precedence over bearing areas and blocking

details shown on this Standard Dwg. Bearing area of thrust blocks is in square feet. 6. Vertical changes in direction require specific designs for thrust blocks.

0 PUBLIC WORKS THRUST BLOCKING STANDARDS

DEPARTMENT

UTILITIES ENGINEER

I DATE

I DRAWN BY

I DRAWING NO.

City Of Beaverton David A. Winship, P.E. 2-13- 07 CDH-WD 610

-- WITHIN STREET I OUTSIDE STREET RIGHT-OF-WAY -

RIGHT-OF-WAY AS APPROVED BY CITY ENGINEER

EXISTING PAVEMENT SECTION SEE NOTE 5

TRACER WIRE -SEE NOTE4

NOTES:

BACKFILL =i SEE NOTE 3

SHORING/TRENCH CLEARANCE ~

WIDTH TABLE U

~D" nom. I "A" min.

(in.)

4-10 12-16 18-21 24-30 36-72

(in.)

9 12 16 18 24

SHORING/TRENCH CLEARANCE WIDTH SEE TABLE ABOVE

¾" - O" PIPE BEDDING AND PIPE ZONE MATERIAL

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1. These trench backfill requirements apply to all public utility pipes. For additional requirements, see CWS Design and Construction Standards and City's Engineering Design Manual sections 210.18 &210.19.

2. For trenches 12" wide or less in streets with classifications higher than Residential, use controlled density fill (CDF) as per sec 210.19. For all other trenches, use 3/4" - O" aggregate compacted to 95% of max density per AASHTO t-99 and ODOT/APWA spec 00405.

3. Use class 'A' backfill compacted to 90% of max density per AASHTO t-99 and ODOT/APWA spec 00405.

4. Tracer wire shall be placed above non-metalic pipe and 2 feet below finished grade. See Oregon State Plumbing Code and City's Engineering Design Manual section 210.18.D.1.

5. Restore to original conditions or better. See specs and Beaverton Standard Dwg 302. 6. For conduit trench requirements see Beaverton Standard Dwg 301.

PUBLIC WORKS PIPE TRENCH DEPARTMENT BACKFILL 0 CITY ENGINEER I DATE I DRAWN BY I DRAWING NO.

City Of Beaverton Ter!J:Waldele, P.E. 2-22-07 JR-ED

STANDARD T-CUT PAVEMENT RESTORATION AREA

300

WIDENED T-CUT PAVEMENT RESTORATION AREA WIDTHVARIES- - - - SEE NOTE 2 - - - - ---

SAWCUT SOUND~ EXISTING PAVEMENT I VARIES I ... ~''' . -I SEE NOTE3 •

NEWT-CUT PAVEMENT EDGE LINE

CROSS SECTION NOTES:

1. This drawing applies to trench cuts and other kinds of pavement cuts. 2. For width dimensions, see Engineering Design Manual sections 150.6.D, 210.19 and the notes that follow. 3. Sawcut existing AC pavement full depth. Sawcut existing PCC pavement according to Beaverton

Standard Dwgs 309 & 310. 4. Restore existing pavement material(s) to pre-existing or better conditions. Thickness shall be as follows:

a. For existing Portland Cement Concrete (PCC): existing pavement thickness plus 2 inches, but not less than 8 inches. On Arterial and Collector streets, concrete patching material shall be high early strength class 5,000 psi PCC approved by City Engineer.

b. For existing Asphalt Concrete (AC): resurface to a minimum of 3 1/2 inches of class 'C' AC or existing AC thickness plus 2 inches, whichever is greater, but do not exceed 6 inches. Compact AC in 2-inch maximum lifts to 91 % of maximum density (Rice).

c. Base course shall be 3/4"-0 aggregate compacted to 95% of max density as per MSHTO T-99 and ODOT/APWA Spec 00405. Minimum thickness shall be 8 inches under AC pavement and 2 inches under PCC pavement.

5. All cut edges of AC shall be sand sealed with CRS-1 or CRS-2 emulsified asphalt or equal. 6. If new edge of pavement is less than three feet from another patch, curb or edge of street, replace the

pavement in between. 7. If any part of more than one pre-existing patch edge is within 3 feet of the T-cut, remove and restore the

pavement to the far edge of the furthest pre-existing patch. 8. On longitudinal pavement cuts, the edge of the T-cut shall not lie in a wheel path. Width of T-cut shall be

widened where necessary to move the edge out of the wheel path and either to parallel and 6 inches from the nearest lane line, or to the location required by note 6 or 7 above as applicable, whichever is the furthest from the pavement cut.

9. If an edge of a T-cut will be within 5 feet or less of an area of distressed existing pavement, the length and width of the pavement restoration shall be determined by City Engineer upon notification by the Contractor.,

10. Width from edge of trench shall be 6 inches minimum for trenches that are 12 inches wide or less and 12 inches minimum for trenches wider than 12 inches. The width may be increased up to 10 feet on both sides of the pavement cut as approved by City Engineer. See Engineering Design Manual section 150.6.

0 PUBLIC WORKS PAVEMENT CUT DEPARTMENT RESTORATION

CITY ENGINEER

I DATE

I DRAWN BY I DRAWING NO.

City Of Beaverton Ter!J:Waldele, P.E. 2-22-07 JR-ED 302

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PETER ARELLANO, P.E.

CITY ENGINEER

2" ETCHED "W"

SEE NOTE 10

1. Residential subdivision water services to be installed by developer.

2. Water meter to be provided by City after payment of all applicable fees.

3. Wherever possible service line is to extend perpendicular from the watermain to the meter stop.

4. Corporation and curb stops to be Mueller 300 ball valves, 300 psi rated, with Mueller 110

compression joints and padlock wings, Ford Meter Box Co. Ballcorp 300 psi rated ball valve

with "Quick Joint" connections and padlock wings, or identical equal. Corporation stop to be

installed with key sideways in open position.

5. Copper pipe to be American or Canadian made type K.

6. On compression connections, cut the pipe end straight, chamfer and clean prior to inserting into

the fitting. Tighten the compression nut until it makes metal-to-metal contact with the machine

shoulder of the stop or fitting.

7. Service saddle to be installed no less than 18 inches from pipe joint.

8. Meter box shall be Armorcast 12"x20"x12" RPM #A6000485 with mousehole. Lid shall be

1 3/4" thick #A6000484TDQ 20k load rated polymer concrete cover with #A6000487T RPM 20k

drop-in cover.

9. All meter boxes located in driveways and sidewalks shall have traffic covers.

10. Etch a 2 inch "W" on the existing curb face or stamp a 2 inch "W" on top of wet new curbing to

identify potable water service location.

City Of Beaverton

NOTES:

SEE NOTE 8

24" MIN

COVER

PER UPC

CITY WATER

METER

METER BOX

DEPARTMENT

PUBLIC WORKS

DATE DRAWN BY DRAWING NO.

3 - 4 - 14 640

1" COPPER SERVICE CONNECTION

AB

ENGINEER

BY THE CITY

AS APPROVED

0° TO 45°

MIN 12"

RADIUS

SERVICE LINE

1" MIN

30" MIN

COVER

MONOLITHIC CURB

AND GUTTER

6" THICK PEA GRAVEL

OR 3/4"-0 DRAIN ROCK

VARIES

VARIES

3"

8"

FLEXIBLE COPPER TUBING - SIZE VARIES

1 PIECE OR SILVER SOLDERED JOINTS

WATER MAIN

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KEEP DRAIN HOLES CLEAR AND FREE TO DRAIN

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HYDRANT ASSEMBLY AT STANDARD SIDEWALK WITH PLANTER STRIP

NOTES:

1. Hydrants are to have two 2½ inch and one 4½ inch ports. 2. Install a Storz HPHA50 - 45NH Permanent Hydrant Adapter on the 4½ inch port. 3. The minimum main - to - hydrant pipe size is 6 inches. 4. Hydrants to be: Mueller (Super Centurion 200), Waterous (Pacer WB67-250), Clow (Medallion

F-2545), Kennedy (Guardian K-81D) or M&H (Regent style 129) with the following specifications: a. 5¼ inch main valve (barrel) b. Oil reservoir c. Bronze actuating nut d. Bronze seat ring e. Weather shield cap f. Safety sleeve coupling g. Threaded nozzles with "O" rings h. National standard threads

5. Hydrants are to be painted using R-1317 Safety Yellow paint or an alternate approved by the TVF&R Fire Marshall.

6. Safety chains are to be removed. 7. Hydrants are to be installed plumb. 8. Protective post is to be provided and installed, per UFC Standards, if hydrant is subject to vehicular

damage. 9. Valve box assembly is lo be in accordance Beaverton Standard Dwg 615 or as approved by the

City Engineer. 10. No obstructions are allowed within 3 feet of Hydrant. 11. See Beaverton Standard Dwg 215 for sidewalk standards. 12. Add water valve operator extension when required. See Beaverton Standard Dwg 620. 13. Pipe bends are not allowed without permission of the City Engineer. 14. Hydrants may be located al varying distances from curb or in sidewalk only with prior approval of

the City Engineer. If hydrant is located in sidewalk, sidewalk's clear width shall meet ADA clearance width requirements.

0 PUBLIC WORKS STANDARD FIRE HYDRANT DEPARTMENT ASSEMBLY

UTILITIES ENGINEER I DATE I DRAWN BY I DRAWING NO.

City Of Beaverton David A. Winshie, P.E. 5-3-05

OUTSIDE OF PAVEMENT I INSIDE OF PAVEMENT ~------+-----~

JR-CPD

CONCRETE PAD~ i----:--1~:·--:-1..,,.-CAST IRON COVER SEE NOTE 3 I r- 8 --:::1---'f SEE DETAIL BELOW

I I :,,._.,,~::'::!!I.----=

SEE NOTES

6" MIN =--'O• o• O 12" MAX O"o':;o

18" I 0

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PIPE EXTENSION SECTION AS REQUIRED SEE NOTE4

'oo o·,<?, 0 o cf ·~HAND TAMP BACK FILL o:o· AROUND TOP SECTION

625

COVER PLAN

NOTES:

1. Valve type, size and ends as specified or shown on plans. 2. All valves that are 2 inch and larger shall have an operating nut. 3. When used in non-paved areas, provide an 18 inch square or 24 inch diameter round by

4 inch thick portland cement concrete pad. 4. For pipe extension section: use a 6 inch OD 12 gauge steel or 6 inch ASTM D3034

SOR 35 PVC pipe in one-piece construction with no longitudinal cuts_ 5. The cast iron cover is to have WATER or W cast with raised lettering into top surface_ 6. When the valve nut is 60 inches or deeper below finished grade, provide valve operator

extension per Beaverton Standard Dwg 620. 7. For 18 inches of valve box, flanged upper section of valve box and cover, use Olympic

Foundry VB 910.

0 PUBLIC WORKS WATER VALVE BOX AND COVER

DEPARTMENT

UTILITIES ENGINEER I DATE I DRAWN BY I DRAWING NO.

City Of Beaverton David A. Winship, P.E. 2-13-07 JR-ED 615

0 [ 1 1

1 1 I

TEMPORARY ENCLOSURE TO ALLOW TEMPORARY PAVING IF BLOWOFF IS INSTALLED IN TRAVELWAY (NOT REQUIRED WHEN BLOWOFF IS NOT IN PAVED AREA)

BLOCK -STRADDLE~

OR OTHER 7 RESTRAINT

NOTES:

2" PLUG

24" DIAMETER PIPE

2" GLOBE VALVE

COMPACT GRANULAR BACKFILL TO PROVIDE SUPPORT FOR ENCLOSURE

2" GALV ELBOW

1. This blowoff is to be used to facilitate removal of debris and sediment on City-financed (CIP) water line construction only unless expressly approved by the City Engineer for use on a private development project.

2. Blowoff size must be in accordance with AWWA flushing flow rates, but not less than 2 inches with 4 inches being the next approved size.

3. Contractor shall design blowoffs larger than 2 inch and shall submit design to Engineer for approval. Contractor shall include temporary enclosure in his/her design per this drawing when blowoff is in travelway.

0 PUBLIC WORKS TEMPORARY BLOWOFF FOR

DEPARTMENT CONSTRUCTION PURPOSES ON CITY C.I.P. PROJECTS ONLY

UTILITIES ENGINEER I DATE I DRAWN BY I DRAWING NO.

City Of Beaverton David A. Winship, P.E. 6-10-04 JCH-CPD 633

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1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS MUST BE PROVIDED BY SOME ONE KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES, PRACTICES, INSTALLATION, AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE.

2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR.

3. DURING WET WEATHER PERIOD, TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY.

4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL TIMES DURING CONSTRUCTION. THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED.

5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION. UNLESS OTHERWISE APPROVED, A SURFACE MOUNTED AND ATTACHABLE, U-SHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS.

6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME FRAME .

7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR WATER BODIES.

8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 113RD THE BARRIER HEIGHT, AND PRIOR TO THE CONTROL MEASURES REMOVAL .

9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50% AND AT COMPLETION OF PROJECT.

10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, APPLICATION, AND DISPOSAL.

11. THE PERMITTEE MUST PROPERLY MANAGE HAZi'\RDOUS WASTES, USED OILS, CONTAMINATED SOILS, CONCRETE WASTE, SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION.

12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE SHOULD BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE.

13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE, AND FEDERAL REGULATIONS.

14. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, VEGETATED BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD. UNLESS OTHERWISE APPROVED, NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS. THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL.

15. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT.

16. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST; THE TYPE AND PERCENTAGES OF SEED IN THE MIX ARE AS IDENTIFIED ON THE PLANS ORAS SPECIFIED BY THE DESIGN ENGINEER.

17. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE. AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS; SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE.

18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP (I.E. FILTER BAG) .

19. THE ESC PLAN MUST BE KEPTONSITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, ROADWAY, OR OTHER PROPERTIES.

20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS.

21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST.

22. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVED MEASURES.

23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD.

STANDARD EROSION CONTROL NOTES I ...:, FOR SITES LESS THAN 1 ACRE Clean\¥.m-~Semces

DRAWING NO. 945 REVISED 12-1111 Ou-llolou.

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