engineering and management...town of twisp officials aaron studen alan caswell hans smith hannah...

TOWN OF TWISP OFFICIALS

Aaron StudenAlan CaswellHans SmithHannah CordesMark Easton

TOWN COUNCIL

PUBLIC WORKS DIRECTOR

MAYOR

Soo Ing-Moody

Andrew DenhamCLERK TREASURER

Vacant

TWISP

TOWN OF TWISP, WASHINGTONCANYON ST. - STREET AND WATER MAIN IMPROVEMENTS

MARCH 2019FUNDED IN PART BY USDA RURAL UTILITIES SERVICE

& TIB PROJECT # 6-E-886(008)-1BID SET

ENGINEERING AND MANAGEMENT

VARELA AND ASSOCIATES, INC.

TOWN OF TWISP, WASHINGTON

CANYON ST. - STREET AND WATER MAIN IMPROVEMENTS

G1

18

COVER SHEET, VICINITY MAP, PROJECT LOCATION

C A N A D A

W A S H I N G T O N

I D A H O

O R E G O N

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MAGERS ST

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ANDERSON LN

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CASCADE DR

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RIVERSIDE AVE

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WAGNER ST

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E METHOW VALLEY HWY

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TWISP AIRPORT RD

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STARDUST DR

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AYERS RD

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CANYON ST

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MAY ST

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TWISP-WINTHROP RD

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BRIDGE ST

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METHOW ST

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ALDER ST

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6TH AVE

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TWISP-CARLTON RD

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5TH AVE

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5TH AVE

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BURTON ST

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MARBLE ST

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DIVISION ST

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BURGAR ST

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JOHNSON ST

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TWISP AVE

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2ND AVE

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3RD AVE

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LINCOLN ST

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4TH AVE

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STATE RTE 20

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STATE RTE 20

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AIRPORT

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TO PATEROS

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TOWN OF TWISP

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N.T.S.

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PROJECT LOCATION

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ashington

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N.T.S.

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TOWN LIMITS

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TOWN LIMITS

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SHEET

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OF

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1751307 G1

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SPOKANE

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DAVENPORT

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REPUBLIC

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CRESTON

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ROCK ISLAND

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MOSES LAKE

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RITZVILLE

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KENNEWICK

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WALLA WALLA

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PALOUSE

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PATEROS

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TONASKET

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OROVILLE

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COLVILLE

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NEWPORT

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YAKIMA

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ELENSBURG

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LEAVENWORTH

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OTHELLO

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VANCOUVER

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OLYMPIA

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TACOMA

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SEATTLE

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BURLINGTON

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BELLINGHAM

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PORT ANGELES

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ROSALIA

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OKANOGAN

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231

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SPRINGDALE

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97

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395

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195

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127

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395

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90

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90

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90

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97

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5

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5

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2

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2

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20

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20

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20

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20

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21

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COULEE CITY

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25

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20

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101

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14

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153

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PROJECT LOCATION

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N.T.S.

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CANYON ST

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BRIDGE ST

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METHOW ST

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ALDER ST

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6TH AVE

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5TH AVE

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5TH AVE

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3RD AVE

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LINCOLN ST

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4TH AVE

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STATE RTE 20

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GLOVER ST

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PROJECT LOCATION

ABBREVIATIONS GENERAL NOTES

LEGEND

SHEET INDEX

DESCRIPTION EXISTING PROPOSED

STORM SEWER

SURVEY

SANITARY SEWER

WATER

UTILITIES

TRAFIC SIGN

SURFACE

UTILITIES

SURVEY

EXISTING PROPOSEDDESCRIPTION

LEGEND, ABBREVIATION, NOTES, INDEX

G2





18

BID

S

ET

SIGN AND PAVEMENT MARKING NOTES

AMERICAN IRON AND STEEL (AIS) REQUIREMENTS

WATER MAIN NOTES

Sheet No.Sheet Title

G1 COVER SHEET, VICINITY MAP, PROJECT LOCATION

G2 LEGEND, ABBREVIATION, NOTES, INDEX

G3 SURVEY CONTROL

C1.1 DEMO PLAN STA 10+00 TO STA 19+00

C1.2 DEMO PLAN STA 19+00 TO STA 26+14

C2.1 ROAD PLAN & PROFILE STA 10+00 TO STA 16+00




C3.1 DETAILS

C3.2 DETAILS

C3.3 ROAD DETAILS

C4.1 WATER MAIN IMPROVEMENTS STA 10+00 TO 14+00



C5.1 WATER DETAILS

C5.2 WATER DETAILS

C6.1 TRAFFIC CONTROL

TESC NOTES

DEMOLITION NOTES

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FLANGED MECHANICAL JOINT PLAIN END RESTRAINED JOINT

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BUTTERFLY VALVE CHECK VALVE GATE VALVE RESILIENT SEAT GATE VALVE BACKFLOW PREVENTION VALVE

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ASBESTOS CONCRETE CONCRETE CORRUGATED METAL PIPE CAST IRON DUCTILE IRON FORCE MAIN GALVANIZED STEEL POLYVINYL CHLORIDE PIPE REINFORCED CONCRETE PIPE STEEL PIPE

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COUPLING ELBOW FLANGED COUPLING ADAPTER LONG RADIUS REDUCER THREADED

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ASPHALT CONCRETE BASEMENT CONCRETE CATCH BASIN CUBIC FEET PER SECOND CENTERLINE CLEAN OUT CONCRETE CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE CUBIC YARD DIRT DECIDUOUS DETAIL DIAMETER DIMENSION DRAIN PIPE DRYWELL DRAWING EAST EXISTING GRADE ELEVATION EDGE OF PAVEMENT EXISTING FINISH FLOOR FINISH GRADE FIRE HYDRANT FOOT OR FEET GRADE HIGH PRESSURE HIGHWAY INVERT ELEVATION INCHES LINEAL FEET

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A.C. B C CB C.F.S. CL. C.O. CONC. CSBC CSTC C.Y. D DEC. DET. DIA. DIM. DR DW DWG E EG ELEV. EP EXIST. FF FG FH FT. GR HP HWY I.E. IN. LF

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CPLG EL FCA LR RED TH

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MISC

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VALVES

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FITTINGS

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BFV CV GV RSGV BACKFV

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AC CONC CMP CI DI FM GS PVC RCP STL

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JOINTS

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FL MJ PE RJ

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PIPE

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MAX. MH MIN. N N.I.C. NO. NTS O.C. P PP P.S.I. Q.C. Q.D. REV. REQ'D RD. R.R. R/W S S= SD SHT. SL SS ST. STA STD. SW SY T.B.M. T.O.P. T.O.W. TYP. W

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MAXIMUM MANHOLE MINIMUM NORTH NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER PAVED POWER POLE POUNDS PER SQUARE INCH FULL PIPE CAPACITY DESIGN FLOW REVISED REQUIRED ROAD RAILROAD RIGHT-OF-WAY SOUTH SLOPE STORM DRAIN SHEET SURVEY LINE SANITARY SEWER STREET STATION STANDARD SIDEWALK SQUARE YARD TEMPORARY BENCH MARK TOP OF PIPE TOP OF WALL TYPICAL WEST

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MONUMENT (SURFACE)

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CATCH BASIN

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DRYWELL

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MANHOLE

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CULVERT

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D

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MANHOLE

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S

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VALVE

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FIRE HYDRANT

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METER

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UTILITY POLE

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UTILITY POLE ANCHOR

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TELEPHONE RISER

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TR

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SIGN

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CONCRETE-EDGE (EX)

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GRAVEL/DIRT-EDGE

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BUILDING

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ASPHALT-EDGE

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TELEPHONE (BURIED)

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POWER (BURIED)

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WATER

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8"SD(PVC)

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BT

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BP

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TREE/SHRUB

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8"SS(PVC)

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8"W(PVC)

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CONTOUR (INDEX)

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RIGHT-OF-WAY

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PROPERTY LINE

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EASEMENT

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CONTOUR

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SURVEY CENTERLINE

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2010

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2010

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STORM DRAINAGE

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GRAVITY SEWER

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CURB

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SIDEWALK

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CREEK/DITCH

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FENCE

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12

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CONTROL NUMBER

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SHEET

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APP.

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CKD.

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BY

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NO.

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DATE

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SCALE:

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DESIGNED:

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DATE:

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DRAWN:

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PROJ. NO.:

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APPROVED:

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CHECKED:

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REVISIONS

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OF

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1751307 G2

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AS SHOWN

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VAC

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DLT

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175-13-07

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3/13/19

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JDD/KEH

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JDD

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L

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A

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I

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D

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D.

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H

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W

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S

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48800

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K

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E

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LIGHT POLE

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SHEET NUMBER THAT ELEVATION/SECTION/DETAIL APPEARS ON

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ELEVATION/SECTION/DETAIL TITLE

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SECTION/DETAIL - PIPING AND EQUIPMENT

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1

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3

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SCALE

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A

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3

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DETAIL NUMBER

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SECTION CALLOUT

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G

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7

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ELEVATION CALLOUT

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W

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WELL

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SLEEVE

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LANDSCAPE AREA

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8"C900

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W

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1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE 2018 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE 2018 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (M41-10) AS AMENDED BY THE PROJECT SPECIAL PROVISIONS AND AS SHOWN IN THE PLANS. 2. FUNDING FOR THIS PROJECT IS PROVIDED BY THE WASHINGTON STATE TRANSPORTATION IMPROVEMENT BOARD AND THE UNITED STATES DEPARTMENT OF AGRICULTURE RURAL FUNDING FOR THIS PROJECT IS PROVIDED BY THE WASHINGTON STATE TRANSPORTATION IMPROVEMENT BOARD AND THE UNITED STATES DEPARTMENT OF AGRICULTURE RURAL UTILITIES SERVICE. FUNDING SOURCES HAVE BEEN SPLIT INTO SEPARATE SCHEDULES A AND B AS PRACTICABLE. WORK AND COMPONENTS COVERED UNDER SCHEDULE B ARE SUBJECT TO THE AMERICAN IRON AND STEEL REQUIREMENTS. 3. WHERE KNOWN, EXISTING UTILITIES ARE SHOWN ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR. LOCATIONS SHOWN ARE APPROXIMATE AND DEPTHS ARE NOT WHERE KNOWN, EXISTING UTILITIES ARE SHOWN ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR. LOCATIONS SHOWN ARE APPROXIMATE AND DEPTHS ARE NOT KNOWN. OTHER UTILITIES MAY BE EXISTING IN THE WORK AREAS THAT ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATIONS, NATURE, AND DEPTH OF THE EXISTING UTILITIES IN THE WORK AREA PRIOR TO CONSTRUCTION BY CONTACTING ALL UTILITY OWNERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL UTILITIES ENCOUNTERED DURING CONSTRUCTION. OVERHEAD UTILITIES ARE GENERALLY NOT SHOWN. 4. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ACCESS TO LOCAL BUSINESSES AND PROPERTY OWNERS TO THE EXTENT PRACTICABLE THROUGHOUT THE DURATION OF THE THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ACCESS TO LOCAL BUSINESSES AND PROPERTY OWNERS TO THE EXTENT PRACTICABLE THROUGHOUT THE DURATION OF THE PROJECT. SEE THE TRAFFIC CONTROL PLANS FOR ADDITIONAL INFORMATION. 5. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ACCURATE RED LINE DRAWINGS OF THE AS-BUILT PROJECT FEATURES AND EXISTING UTILITIES ENCOUNTERED FOR THE THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ACCURATE RED LINE DRAWINGS OF THE AS-BUILT PROJECT FEATURES AND EXISTING UTILITIES ENCOUNTERED FOR THE DURATION OF THE PROJECT. RED LINE DRAWINGS SHALL BE MAINTAINED ON SITE AT ALL TIMES AND MADE AVAILABLE TO THE ENGINEER AND CONTRACTING AGENCY UPON REQUEST. 6. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITS FROM THE CONTRACTING AGENCY AND OTHER AGENCIES WITH JURISDICTION PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITS FROM THE CONTRACTING AGENCY AND OTHER AGENCIES WITH JURISDICTION PRIOR TO CONSTRUCTION. 7. RIGHT-OF-WAYS WHERE SHOWN ON THE PLANS ARE APPROXIMATE ONLY. RIGHT-OF-WAYS WHERE SHOWN ON THE PLANS ARE APPROXIMATE ONLY. 8. CONTRACTOR SHALL PROVIDE CONTRACTING AGENCY WITH DOCUMENTATION OF CONSTRUCTION EASEMENTS FOR ANY USE OF OR ACCESS TO PRIVATE PROPERTY, NOT CONTRACTOR SHALL PROVIDE CONTRACTING AGENCY WITH DOCUMENTATION OF CONSTRUCTION EASEMENTS FOR ANY USE OF OR ACCESS TO PRIVATE PROPERTY, NOT INDICATED ON THE PLANS, PRIOR TO ACCESS. THIS INCLUDES ANY STAGING OF EQUIPMENT OR MATERIALS. CONTRACTOR WILL PROVIDE DOCUMENTATION OF RELEASE OF LIABILITY TO CONTRACTING AGENCY AFTER USE OF PROPERTY AND PRIOR TO FINAL PAYMENT. 9. CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING ELEVATIONS OF THE ROADWAY, SIDEWALKS, WATER AND SEWER SYSTEMS, AND OTHER EXISTING FEATURES PERTINENT TO CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING ELEVATIONS OF THE ROADWAY, SIDEWALKS, WATER AND SEWER SYSTEMS, AND OTHER EXISTING FEATURES PERTINENT TO THE WORK ADEQUATELY IN ADVANCE. ANY CHANGES SHALL BE REPORTED TO THE ENGINEER SO ADJUSTMENTS CAN BE MADE. 10. THE CONTRACTOR IS RESPONSIBLE TO CONSTRUCT ALL ELEMENTS OF THE ACCESSIBLE ROUTE, SUCH AS CROSSWALKS, CURB RAMPS, AND SIDEWALKS IN ACCORDANCE WITH THE CONTRACTOR IS RESPONSIBLE TO CONSTRUCT ALL ELEMENTS OF THE ACCESSIBLE ROUTE, SUCH AS CROSSWALKS, CURB RAMPS, AND SIDEWALKS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PROPOSED ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT-OF-WAY (PROWAG). ANY ELEMENTS OF THE ACCESSIBLE ROUTE FOUND TO NOT COMPLY WITH THE PROWAG SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT NO COST THE CONTRACTING AGENCY.

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1. ALL NEW WATER MAINS SHALL BE INSTALLED A MINIMUM HORIZONTAL DISTANCE OF 10 FT FROM ANY EXISTING PARALLEL SEWER PIPE WHERE POSSIBLE, UNLESS SPECIFIED ALL NEW WATER MAINS SHALL BE INSTALLED A MINIMUM HORIZONTAL DISTANCE OF 10 FT FROM ANY EXISTING PARALLEL SEWER PIPE WHERE POSSIBLE, UNLESS SPECIFIED OTHERWISE ON THE PLANS OR AS STAKED BY THE ENGINEER. THE WATER MAIN SHALL NOT BE INSTALLED CLOSER THAN 5 FT HORIZONTAL DISTANCE FROM AND 18-INCH VERTICAL DISTANCE ABOVE ANY EXISTING PARALLEL SEWER. WHERE VERTICAL SEPARATION IS NOT POSSIBLE OR WHERE THE WATER MAIN OR SERVICE MUST CROSS UNDER A SEWER, THE CONTRACTOR SHALL FURNISH AND INSTALL A SLEEVE AROUND THE WATER PIPE. PIPE SLEEVES SHALL BE CONSTRUCTED OF DR41 C900 OR DR21 C906 WATER PIPE, SEALED ON BOTH ENDS, AND EXTEND 10 FEET ON EACH SIDE OF THE CROSSING PIPE. ALL COSTS ASSOCIATED WITH THIS WORK SHALL BE INCLUDED IN THE BID ITEMS FOR PIPE SLEEVE IF PROVIDED IN THE BID SCHEDULE. 2. WATER MAINS AND SERVICES SHOWN ARE GENERALLY APPROXIMATE. CONNECTION DETAILS AT EXISTING MAINS ARE BASED ON THE BEST INFORMATION AVAILABLE REGARDING WATER MAINS AND SERVICES SHOWN ARE GENERALLY APPROXIMATE. CONNECTION DETAILS AT EXISTING MAINS ARE BASED ON THE BEST INFORMATION AVAILABLE REGARDING SIZE, TYPE, AND LOCATION OF PIPE AND FITTINGS. WHERE NEW WATER MAIN IS TO BE CONNECTED TO EXISTING, THE CONTRACTOR SHALL EXCAVATE AND EXPOSE EXISTING PIPE PRIOR TO STARTING WORK IN THE AREA TO CONFIRM LOCATION, DEPTH, TYPE, AND SIZE OF ITEMS. THE CONTRACTOR SHALL HAVE THE PROPER MATERIALS ON HAND PRIOR TO INTERRUPTING SERVICE, AND SHALL ORGANIZE AND PERFORM WORK TO MINIMIZE INTERRUPTIONS. 3. THRUST RESTRAINT SHALL BE BY MECHANICAL JOINT RESTRAINTS UNLESS SHOWN OTHERWISE ON THE PLANS. THRUST BLOCKS ARE MANDATORY WHERE SHOWN ON THE THRUST RESTRAINT SHALL BE BY MECHANICAL JOINT RESTRAINTS UNLESS SHOWN OTHERWISE ON THE PLANS. THRUST BLOCKS ARE MANDATORY WHERE SHOWN ON THE PLANS. 4. ALL NEW PIPE SHALL HAVE A MINIMUM BURY DEPTH OF 5 FEET TO THE CROWN OF PIPE UNLESS OTHERWISE APPROVED BY THE ENGINEER. WATER MAIN TRENCH ALL NEW PIPE SHALL HAVE A MINIMUM BURY DEPTH OF 5 FEET TO THE CROWN OF PIPE UNLESS OTHERWISE APPROVED BY THE ENGINEER. WATER MAIN TRENCH EXCAVATION SHALL BE IN ACCORDANCE WITH DETAIL 5, SHEET C5.1. 5. ALL FITTINGS SHOWN IN THE CONNECTION DETAILS SHALL BE INCLUDED IN THE BID ITEM FOR THAT CONNECTION. FITTINGS NOT SHOWN IN THE CONNECTION DETAILS WILL BE ALL FITTINGS SHOWN IN THE CONNECTION DETAILS SHALL BE INCLUDED IN THE BID ITEM FOR THAT CONNECTION. FITTINGS NOT SHOWN IN THE CONNECTION DETAILS WILL BE PAID FOR UNDER SEPARATE BID ITEMS. 6. ALL SERVICES CONNECTED TO EXISTING WATER MAINS, TO BE ABANDONED, SHALL BE RECONNECTED TO THE NEW MAIN AND REPLACED AS INDICATED ON THE PLANS . ALL SERVICES CONNECTED TO EXISTING WATER MAINS, TO BE ABANDONED, SHALL BE RECONNECTED TO THE NEW MAIN AND REPLACED AS INDICATED ON THE PLANS . CONNECT NEW WATER SERVICE PIPE AND APPURTENANCES AS SPECIFIED AND AS SHOWN ON THE DETAILS AND AS REQUIRED FOR A COMPLETE AND FUNCTIONAL WATER SERVICE. 7. WHERE VALVES REMAIN ON PIPES ABANDONED IN THE PROJECT THE CONTRACTOR SHALL REMOVE EXISTING VALVE BOX TO A MINIMUM OF 12 INCHES BELOW FINISHED WHERE VALVES REMAIN ON PIPES ABANDONED IN THE PROJECT THE CONTRACTOR SHALL REMOVE EXISTING VALVE BOX TO A MINIMUM OF 12 INCHES BELOW FINISHED GRADE. FILL REMAINING VALVE BOX WITH SAND AND RESTORE SURFACING. 8. ALL WATER MAINS SHALL BE INSTALLED ON A STRAIGHT GRADE, AVOIDING INTERMEDIATE HIGH POINTS. ALL WATER MAINS SHALL BE INSTALLED ON A STRAIGHT GRADE, AVOIDING INTERMEDIATE HIGH POINTS. 9. THE LOCATION AND SIZE OF EXISTING THRUST BLOCKS IS UNKNOWN. CONTRACTOR SHALL PROTECT EXISTING THRUST BLOCKS, INCLUDING AVOIDING DISTURBANCE OF SOIL THE LOCATION AND SIZE OF EXISTING THRUST BLOCKS IS UNKNOWN. CONTRACTOR SHALL PROTECT EXISTING THRUST BLOCKS, INCLUDING AVOIDING DISTURBANCE OF SOIL BEHIND THEM. WHERE THIS IS NOT POSSIBLE THE CONTRACTOR SHALL COORDINATE WITH OWNER AND DEPRESSURIZE THE EXISTING MAIN UNTIL THE NEW MAIN IS INSTALLED, BACKFILLED AND COMPACTED. THE CONTRACTOR SHALL PLAN WORK SO THE EXISTING MAIN IS DEPRESSURIZED FOR NO MORE THAN TWO HOURS. 10. CONTRACTOR SHALL PROVIDE A MINIMUM 48-HOUR NOTICE TO THE CONTRACTING AGENCY PRIOR TO ANY WATER SHUT DOWN. MAXIMUM DURATION OF SHUTDOWN SHALL BE CONTRACTOR SHALL PROVIDE A MINIMUM 48-HOUR NOTICE TO THE CONTRACTING AGENCY PRIOR TO ANY WATER SHUT DOWN. MAXIMUM DURATION OF SHUTDOWN SHALL BE 4 HOURS UNLESS APPROVED BY CONTRACTING AGENCY. VALVES SHALL BE OPERATED BY CONTRACTING AGENCY PERSONNEL ONLY.

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1. ALL PAINT SHALL HAVE GLASS BEADS. SEE SECTION 8-22.3(3)G. ALL PAINT SHALL HAVE GLASS BEADS. SEE SECTION 8-22.3(3)G. 2. GROUND MOUNTED SIGN PLACEMENT SHALL BE IN ACCORDANCE WITH WSDOT STANDARD PLAN G-20.10-02. GROUND MOUNTED SIGN PLACEMENT SHALL BE IN ACCORDANCE WITH WSDOT STANDARD PLAN G-20.10-02. 3. STEEL SIGN SUPPORTS SHALL BE TYPE ST-4 IN ACCORDANCE WITH WSDOT STANDARD PLAN G-24.50-04. STEEL SIGN SUPPORTS SHALL BE TYPE ST-4 IN ACCORDANCE WITH WSDOT STANDARD PLAN G-24.50-04. 4. ROAD SIGNS SHALL MEET THE REQUIREMENTS OF THE 2009 MUTCD. SIGN LOCATIONS SHOWN IN THE PLANS ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE FINAL ROAD SIGNS SHALL MEET THE REQUIREMENTS OF THE 2009 MUTCD. SIGN LOCATIONS SHOWN IN THE PLANS ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE FINAL SIGN LOCATIONS WITH ENGINEER IN THE FIELD. 5. CONTRACTOR SHALL VERIFY SIGN SUPPORT LENGTHS PRIOR TO ORDERING. CONTRACTOR SHALL VERIFY SIGN SUPPORT LENGTHS PRIOR TO ORDERING. 6. CONTRACTOR SHALL SALVAGE ALL EXISTING SIGNS AND HARDWARE FOR REUSE AND RETURN SIGN SUPPORT TO CONTRACTING AGENCY. CONTRACTOR SHALL PROVIDE NEW CONTRACTOR SHALL SALVAGE ALL EXISTING SIGNS AND HARDWARE FOR REUSE AND RETURN SIGN SUPPORT TO CONTRACTING AGENCY. CONTRACTOR SHALL PROVIDE NEW SIGN SUPPORT POST AND FOUNDATION. 7. STOP LINES SHALL BE PLACED 4' BEFORE CROSSWALK. STOP LINE WILL CONFORM WITH WSDOT STANDARD PLAN M-24.60-04.STOP LINES SHALL BE PLACED 4' BEFORE CROSSWALK. STOP LINE WILL CONFORM WITH WSDOT STANDARD PLAN M-24.60-04.

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1. CONTRACTOR SHALL MAKE NECESSARY SITE VISIT(S) AND COMPLETE ANY OTHER INVESTIGATIONS CONTRACTOR SHALL MAKE NECESSARY SITE VISIT(S) AND COMPLETE ANY OTHER INVESTIGATIONS AND TASKS NECESSARY TO DETERMINE EXISTING CONDITIONS AND DEMOLITION REQUIREMENTS NECESSARY TO CONSTRUCT THE IMPROVEMENTS HEREIN. SEE SECTION 1-02.4. 2. CASTINGS FOR MONUMENTS, WATER VALVES, VAULTS, AND OTHER SIMILAR INSTALLATIONS THAT HAVE CASTINGS FOR MONUMENTS, WATER VALVES, VAULTS, AND OTHER SIMILAR INSTALLATIONS THAT HAVE BEEN COVERED IN ASPHALT MATERIAL SHALL BE CLEANED BY THE CONTRACTOR TO THE SATISFACTION OF THE CONTRACTING AGENCY. 3. NON-PULVERIZED ASPHALT REMOVED BY THE CONTRACTOR SHALL BE DISPOSED OF OFF SITE IN NON-PULVERIZED ASPHALT REMOVED BY THE CONTRACTOR SHALL BE DISPOSED OF OFF SITE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL LAWS. 4. CONTRACTOR SHALL RE-ESTABLISH THE ROADWAYS DISTURBED BY ITS OPERATIONS TO THEIR CONTRACTOR SHALL RE-ESTABLISH THE ROADWAYS DISTURBED BY ITS OPERATIONS TO THEIR ORIGINAL GRADES, LOCATIONS, AND WIDTH UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR DIRECTED IN THE FIELD BY THE ENGINEER. 5. THE CONTRACTOR IS RESPONSIBLE TO PROTECT IN PLACE ALL ITEMS NOT SHOWN TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT IN PLACE ALL ITEMS NOT SHOWN TO BE REMOVED. ITEMS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED OR REPAIRED TO THE OWNER'S SATISFACTION BY THE CONTRACTOR AT NOT COST TO THE CONTRACTING AGENCY. 6. CONTRACTOR SHALL RESTORE ANY LANDSCAPING, FENCES, OR IRRIGATION SYSTEMS DISTURBED, CONTRACTOR SHALL RESTORE ANY LANDSCAPING, FENCES, OR IRRIGATION SYSTEMS DISTURBED, REMOVED, OR DAMAGED DURING CONSTRUCTION. RESTORATION WILL MEAN TO REPLACE WITH LIKE MATERIALS SUCH AS, BUT NOT LIMITED TO, SOD, BARK, OR ROCK MULCH. REPAIRED IRRIGATION SYSTEMS SHALL BE DEMONSTRATED OPERATIONAL BY THE CONTRACTOR PRIOR TO ACCEPTANCE. LANDSCAPE, FENCES, AND IRRIGATION RESTORATION SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO PAYMENT SHALL BE MADE. ITEMS DAMAGED BY THE CONTRACTORS OPERATIONS SHALL BE RESTORED TO THE SATISFACTION OF THE OWNER. 7. DEMOLITION LIMITS SHOWN ARE FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL COORDINATE DEMOLITION LIMITS SHOWN ARE FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL COORDINATE SAWCUT LOCATIONS WITH THE ENGINEER IN THE FIELD, PULVERIZATION LIMITS SHALL BE TO THE NEAT LINES SHOWN ON THE PLANS UNLESS OTHERWISE APPROVED BY THE ENGINEERS.

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1. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE INLET PROTECTION AT ALL EXISTING AND THE CONTRACTOR IS RESPONSIBLE TO PROVIDE INLET PROTECTION AT ALL EXISTING AND PROPOSED CATCH BASINS WITH IN THE PROJECT AREA. INLET PROTECTION SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD PLAN I-40.20-00. THE CONTRACTOR IS ALSO RESPONSIBLE FOR THE MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES UNTIL ALL CONSTRUCTION IS COMPLETED AND VEGETATION IS ESTABLISHED, AND APPROVED BY THE ENGINEER. CONTRACTOR SHALL REMOVE INLET PROTECTION AT PROJECT END. 2. THE TESC FACILITIES SHOWN ON THE PLANS MUST BE CONSTRUCTED IN CONJUNCTION WITH THE TESC FACILITIES SHOWN ON THE PLANS MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. 3. THE TESC FACILITIES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE TESC FACILITIES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. 4. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTION. 5. AT NO TIME SHALL MORE THAN ONE-FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN AT NO TIME SHALL MORE THAN ONE-FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. 6. SILT FENCE SHALL BE IN ACCORDANCE WITH WSDOT STANDARD PLAN I-30.15-02. SILT FENCE SHALL BE IN ACCORDANCE WITH WSDOT STANDARD PLAN I-30.15-02. 7. CONTRACTOR SHALL MAINTAIN AN OPERABLE WATER TRUCK ON SITE TO PROVIDE DUST CONTRACTOR SHALL MAINTAIN AN OPERABLE WATER TRUCK ON SITE TO PROVIDE DUST CONTROL TO THE SATISFACTION OF THE CONTRACTING AGENCY.

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1. ALL IRON AND STEEL PRODUCTS ASSOCIATED WITH WORK SHOWN IN SCHEDULE B ARE SUBJECT TO SECTION 746 OF TITLE VII OF THE CONSOLIDATED APPROPRIATIONS ACT ALL IRON AND STEEL PRODUCTS ASSOCIATED WITH WORK SHOWN IN SCHEDULE B ARE SUBJECT TO SECTION 746 OF TITLE VII OF THE CONSOLIDATED APPROPRIATIONS ACT OF 2017. 2. IRON AND STEEL PRODUCTS SUBJECT TO THE AIS MUST BE ACCOMPANIED BY A MANUFACTURER CERTIFICATION OF COMPLIANCE AT THE TIME OF PRODUCT SUBMITTAL AND IRON AND STEEL PRODUCTS SUBJECT TO THE AIS MUST BE ACCOMPANIED BY A MANUFACTURER CERTIFICATION OF COMPLIANCE AT THE TIME OF PRODUCT SUBMITTAL AND PRIOR TO PAYMENT. 3. THE CONTRACTOR IS REQUIRED TO MAINTAIN A LIST OF MINOR COMPONENTS THAT SHALL BE INCLUDED IN EACH APPLICATION FOR PAYMENT. THE CONTRACTOR IS REQUIRED TO MAINTAIN A LIST OF MINOR COMPONENTS THAT SHALL BE INCLUDED IN EACH APPLICATION FOR PAYMENT. 4. NEITHER THE ENGINEER OR CONTRACTING AGENCY MAKE ANY CLAIMS THAT IRON OR STEEL PRODUCTS SHOWN ON THE PLANS COMPLY WITH AIS REQUIREMENTS. THE NEITHER THE ENGINEER OR CONTRACTING AGENCY MAKE ANY CLAIMS THAT IRON OR STEEL PRODUCTS SHOWN ON THE PLANS COMPLY WITH AIS REQUIREMENTS. THE CONTRACTOR IS SOLELY RESPONSIBLE TO PROVIDE THE MANUFACTURER CERTIFICATE OF COMPLIANCE. CONTRACTOR SHALL ALSO NOTIFY ENGINEER OF SPECIFIC ITEMS THAT DO NOT COMPLY WITH AIS.

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COMPANY: NORTHWEST DATUM & DESIGN, INC. NORTHWEST DATUM & DESIGN, INC. CONTACT: DOUGLAS E SCHWIND P.E, P.L.S. DOUGLAS E SCHWIND P.E, P.L.S. PHONE: 360-507-0507360-507-0507

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SURVEY CONTROL POINTS

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PROJECT SURVEYOR

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CONTROL POINT

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131 498559.5930 1814075.0370 1596.54 228 SET R/C LS 28023

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365 498565.3100 1814075.3700 1600.31 858 TOP CNTR HOLD DWN BOLT HYD TOP CNTR HOLD

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480 498571.2080 1814299.4150 1597.44 228 SET R/C LS 28023

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481 497776.7740 1814311.1500 1599.43 202 MIC

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933 498411.1680 1814276.5610 1597.89 858 TOP HOLD DWN BLT HYD TOP HOLD DWN

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1141 497242.0820 1814315.4350 1597.55 202 MIC

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1142 496938.8760 1814317.9030 1595.64 202 TOWN OF TWISP #105 MIC TOWN OF TWISP

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1670 497747.7210 1814290.9420 1602.43 858 TOP CNTR BONNET HLD DWN BOLT HYD TOP CNTR BONNET

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2174 497264.9890 1814286.8020 1600.51 858 BONNET HLD DWN BOLT HYD BONNET HLD DWN

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9011 498072.0160 1814308.7130 1593.92 202 MIC TWISP 103

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NORTHING

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EASTING

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ELEVATION

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DESCRIPTION

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WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE, GRID (NAD83-1991)

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HORIZONTAL DATUM

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NGVD 1929 DATUM

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VERTICAL DATUM

DEMO PLAN STA 10+00 TO STA 19+00

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ECO BLOCK WALL

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RAILROAD TIE LANDSCAPE EDGER

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8"PVC

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MH15-12

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SAWCUT, SEE NOTE 4 REMOVE AND RESET SIGN POTHOLE SALVAGE FIRE HYDRANT REMOVE AND SALVAGE EXISTING WATER METER AND BOX

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1. CONTRACTOR IS RESPONSIBLE TO PROTECT IN PLACE ALL ITEMS NOT SHOWN TO CONTRACTOR IS RESPONSIBLE TO PROTECT IN PLACE ALL ITEMS NOT SHOWN TO BE REMOVED. ITEMS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED OR REPAIRED TO THE OWNER'S SATISFACTION AT NO COST TO THE CONTRACTING AGENCY. 2. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF DIFFERING CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF DIFFERING CONDITIONS IMMEDIATELY UPON DISCOVERY. 3. SEE DEMOLITION NOTES, SHEET G2, FOR ADDITIONAL REQUIREMENTS. SEE DEMOLITION NOTES, SHEET G2, FOR ADDITIONAL REQUIREMENTS. 4. CONTRACTOR SHALL MARK SAWCUT LOCATIONS FOR APPROVAL BY ENGINEER PRIOR CONTRACTOR SHALL MARK SAWCUT LOCATIONS FOR APPROVAL BY ENGINEER PRIOR TO SAWCUTTING. 5. CONTRACTOR TO PULVERIZE THE EXISTING ROADWAY TO THE LIMITS AND DEPTH CONTRACTOR TO PULVERIZE THE EXISTING ROADWAY TO THE LIMITS AND DEPTH SHOWN ON THE PLANS AND TYPICAL SECTION. PULVERIZATION LIMITS SHOWN ARE INTENDED TO MINIMIZE PULVERIZATION OF MATERIALS OUTSIDE EXISTING ASPHALT. LIMITS TO BE COORDINATED BY CONTRACTOR WITH ENGINEER IN THE FIELD AND ADJUSTED AS NECESSARY. 6. CONTRACTOR TO EXCAVATE LOCATIONS OF PROPOSED ROADWAY WHERE EXISTING CONTRACTOR TO EXCAVATE LOCATIONS OF PROPOSED ROADWAY WHERE EXISTING PAVEMENT OR GRAVEL DO NOT EXIST TO A DEPTH NECESSARY TO PROVIDE 2.5" HMA OVER 6" CSTC. CONTRACTOR TO COORDINATE THESE LOCATIONS WITH PAVING EXTENTS AND MARK IN THE FIELD FOR APPROVAL BY THE ENGINEER. 7. CONTRACTOR TO POTHOLE LOCATIONS FOR CONNECTION TO EXISTING WATERLINE CONTRACTOR TO POTHOLE LOCATIONS FOR CONNECTION TO EXISTING WATERLINE AND SANITARY SEWER PIPE. POTHOLING SHALL BE CONDUCTED IN ADVANCE OF WATERMAIN INSTALLATION AND SANITARY SEWER SPOT REPAIRS. ADDITIONAL POTHOLE LOCATIONS TO BE DETERMINED BY ENGINEER IF NECESSARY. 8. REMOVAL OF CEMENT CONCRETE AND ASPHALT SURFACES OUTSIDE THE LIMITS OF REMOVAL OF CEMENT CONCRETE AND ASPHALT SURFACES OUTSIDE THE LIMITS OF ROADWAY EXCAVATION AND CEMENT CONCRETE SIDEWALK PAY ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.

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LEGEND

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PULVERIZE ROADWAY OVER EXCAVATE FOR NEW ROADWAY. (SEE NOTE 6) SAWCUT

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EXISTING CURBING TO REMAIN

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PULVERIZATION LIMITS

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PULVERIZE, RESHAPE, AND RE-PAVE INTERSECTION AT 5TH AVENUE TO CREATE A SMOOTH TRANSITION FROM EXISTING ROADWAY TO PROPOSED GRADES. (SEE SHEET C3.2)

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PROVIDE INLET PROTECTION

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SEE C2.1 FOR LAYOUT

DEMO PLAN STA 19+00 TO STA 26+14

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APPROXIMATE R.O.W.

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APPROXIMATE R.O.W.

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LEGEND

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PULVERIZE ROADWAY OVER EXCAVATE FOR NEW ROADWAY. (SEE NOTE 6) SAWCUT

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3

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SAWCUT, SEE NOTE 4 NOT USED POTHOLE NOT USED REMOVE AND SALVAGE EXISTING WATER METER AND BOX

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KEY NOTES

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1. CONTRACTOR IS RESPONSIBLE TO PROTECT IN PLACE ALL ITEMS NOT SHOWN TO CONTRACTOR IS RESPONSIBLE TO PROTECT IN PLACE ALL ITEMS NOT SHOWN TO BE REMOVED. ITEMS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED OR REPAIRED TO THE OWNER'S SATISFACTION AT NO COST TO THE CONTRACTING AGENCY. 2. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF DIFFERING CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF DIFFERING CONDITIONS IMMEDIATELY UPON DISCOVERY. 3. SEE DEMOLITION NOTES, SHEET G2, FOR ADDITIONAL REQUIREMENTS. SEE DEMOLITION NOTES, SHEET G2, FOR ADDITIONAL REQUIREMENTS. 4. CONTRACTOR SHALL MARK SAWCUT LOCATIONS FOR APPROVAL BY ENGINEER PRIOR CONTRACTOR SHALL MARK SAWCUT LOCATIONS FOR APPROVAL BY ENGINEER PRIOR TO SAWCUTTING. 5. CONTRACTOR TO PULVERIZE THE EXISTING ROADWAY TO THE LIMITS AND DEPTH CONTRACTOR TO PULVERIZE THE EXISTING ROADWAY TO THE LIMITS AND DEPTH SHOWN ON THE PLANS AND TYPICAL SECTION. PULVERIZATION LIMITS SHOWN ARE INTENDED TO MINIMIZE PULVERIZATION OF MATERIALS OUTSIDE EXISTING ASPHALT. LIMITS TO BE COORDINATED BY CONTRACTOR WITH ENGINEER IN THE FIELD AND ADJUSTED AS NECESSARY. 6. CONTRACTOR TO EXCAVATE LOCATIONS OF PROPOSED ROADWAY WHERE EXISTING CONTRACTOR TO EXCAVATE LOCATIONS OF PROPOSED ROADWAY WHERE EXISTING PAVEMENT OR GRAVEL DO NOT EXIST TO A DEPTH NECESSARY TO PROVIDE 2.5" HMA OVER 6" CSTC. CONTRACTOR TO COORDINATE THESE LOCATIONS WITH PAVING EXTENTS AND MARK IN THE FIELD FOR APPROVAL BY THE ENGINEER. 7. CONTRACTOR TO POTHOLE LOCATIONS FOR CONNECTION TO EXISTING WATERLINE CONTRACTOR TO POTHOLE LOCATIONS FOR CONNECTION TO EXISTING WATERLINE AND SANITARY SEWER PIPE. POTHOLING SHALL BE CONDUCTED IN ADVANCE OF WATERMAIN INSTALLATION AND SANITARY SEWER SPOT REPAIRS. ADDITIONAL POTHOLE LOCATIONS TO BE DETERMINED BY ENGINEER IF NECESSARY. 8. REMOVAL OF CEMENT CONCRETE AND ASPHALT SURFACES OUTSIDE THE LIMITS OF REMOVAL OF CEMENT CONCRETE AND ASPHALT SURFACES OUTSIDE THE LIMITS OF ROADWAY EXCAVATION AND CEMENT CONCRETE SIDEWALK PAY ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.

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ROAD PLAN & PROFILE STA 10+00 TO STA 16+00

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ECO BLOCK WALL

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6"

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S

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S

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Mon.

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Mon.

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8"PVC

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8" CONC

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8" CONC

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8" CONC

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8"

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8"

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6"

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6" D.I.

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FG

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EG

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FG

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EG

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0.42%

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SHEET

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APP.

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APPROVED:

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REVISIONS

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OF

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1751307 C2 St Improv

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AS SHOWN

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VAC

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DLT

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175-13-07

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3/13/19

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ONE INCH

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6TH AVE.

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ADJUST MANHOLE. ADJUST MONUMENT CASE AND COVER. STOP LINE SINGLE DIRECTION CURB RAMP, SEE NOTE 7.

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LONGITUDINAL JOINT SEALANT SEE NOTE 4

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C3.1

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LEGEND

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CROSSWALK PER WSDOT STANDARD PLAN M-15.10-01 HMA CLASS " PG 68-24 12" PG 68-24 SILT FENCE SWALE

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C3.2

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MH15-12

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MH15-12-1

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C3.2

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SEE NOTE 4

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SEE NOTE 4

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1. CONTRACTOR TO CONSTRUCT ROADWAY IN ACCORDANCE WITH ROAD CONTRACTOR TO CONSTRUCT ROADWAY IN ACCORDANCE WITH ROAD SECTIONS ON SHEET C3.1. 2. CURB RETURN RADII ARE AS SHOWN. CURB RETURN RADII ARE AS SHOWN. 3. SEE SHEETS C3.1 AND C3.2 FOR INTERSECTION AND DRIVEWAY SEE SHEETS C3.1 AND C3.2 FOR INTERSECTION AND DRIVEWAY APPROACH GRADING. 4. CONTRACTOR SHALL MATCH EXISTING GRADES AT ALL LOCATIONS CONTRACTOR SHALL MATCH EXISTING GRADES AT ALL LOCATIONS WHERE PROPOSED FEATURES MEET EXISTING FEATURES. 5. CONSTRUCT SWALES AT LOCATIONS SHOWN. PROVIDE 4:1 SLOPE CONSTRUCT SWALES AT LOCATIONS SHOWN. PROVIDE 4:1 SLOPE FROM SWALE BOTTOM TO FINISHED GRADE AT BOTH ENDS. 6. 8' HMA PATHWAY AND SHOULDER TRANSITION FROM ROAD SECTION 8' HMA PATHWAY AND SHOULDER TRANSITION FROM ROAD SECTION TO PAVED DRIVEWAY SECTION. 7. SINGLE DIRECTION CURB RAMP SHALL CONSIST OF A 5'x5' SINGLE DIRECTION CURB RAMP SHALL CONSIST OF A 5'x5' CONCRETE LANDING TO INCLUDE A DETECTABLE WARNING SURFACE. LANDING AND DETECTABLE WARNING SURFACE SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD PLAN F-40.16-03 AND BE CONSTRUCTED IN ACCORDANCE WITH SECTION 8-14 OF THE STANDARD SPECIFICATIONS. 8. DRIVEWAY HMA BETWEEN PATHWAY AND EXISTNG DRIVEWAY DRIVEWAY HMA BETWEEN PATHWAY AND EXISTNG DRIVEWAY SURFACING WILL BE PAID AS COMMERCIAL HMA. 9. PATHWAY TO TIE INTO BACK OF EXISTING CURB. MATCH EXISTING PATHWAY TO TIE INTO BACK OF EXISTING CURB. MATCH EXISTING ELEVATION. 10. PAVED ROADWAY SURFACE TO TIE INTO FLOW LINE AT FACE OF PAVED ROADWAY SURFACE TO TIE INTO FLOW LINE AT FACE OF EXISTING CURB.

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C3.1

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TRANSITION FROM EXISTING FACE OF CURB TO PROPOSED ROAD SECTION 3

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TRANSITION HMA PATHWAY AS SHOWN

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C3.3

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SEE NOTE 6

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SEE NOTE 6

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SEE NOTE 5

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1

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STOP (R-1) & STREET SIGNS


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8" CONC

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6"

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Mon.

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8" CONC

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8" CONC

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8" CONC

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6"

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8" C.I.

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8" C.I.

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FG

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EG

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FG

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REVISIONS

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OF

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AS SHOWN

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VAC

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DLT

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175-13-07

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3/13/19

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ONE INCH

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5TH AVE.

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C3.1

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KEY NOTES

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ADJUST MANHOLE. ADJUST MONUMENT CASE AND COVER. STOP LINE SINGLE DIRECTION CURB RAMP. SEE NOTE 7. ADJUST CLEANOUT. SEE NOTE 10. ADJUST VALVE BOX DOUBLE DIRECTION CURB RAMP. SEE NOTE 9. PROVIDE CSTC TO TRANSITION FROM BACK OF PATHWAY TO EXISTING GRADE AT RIGHT OF WAY. COMPACT TO 95% IN ACCORDANCE WITH SECTION 2-03.3(14)C.

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C3.2

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MH15-12-2

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MH15-1

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C3.2

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SEE NOTE 4

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TRANSITION FROM 11' TO 12' LANE

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TRANSITION FROM 12' TO 11' LANE

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SEE NOTE 4

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NOTES

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SEE NOTE 4

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1. CONTRACTOR TO CONSTRUCT ROADWAY IN ACCORDANCE WITH ROAD CONTRACTOR TO CONSTRUCT ROADWAY IN ACCORDANCE WITH ROAD SECTIONS ON SHEET C3.1. 2. CURB RETURN RADII ARE AS SHOWN. CURB RETURN RADII ARE AS SHOWN. 3. SEE SHEETS C3.1 AND C3.2 FOR INTERSECTION AND DRIVEWAY SEE SHEETS C3.1 AND C3.2 FOR INTERSECTION AND DRIVEWAY APPROACH GRADING. 4. CONTRACTOR SHALL MATCH EXISTING GRADES AT ALL LOCATIONS CONTRACTOR SHALL MATCH EXISTING GRADES AT ALL LOCATIONS WHERE PROPOSED FEATURES MEET EXISTING FEATURES. 5. CONSTRUCT SWALES AT LOCATIONS SHOWN. PROVIDE 4:1 SLOPE CONSTRUCT SWALES AT LOCATIONS SHOWN. PROVIDE 4:1 SLOPE FROM SWALE BOTTOM TO FINISHED GRADE AT BOTH ENDS. 6. 8' HMA PATHWAY AND SHOULDER TRANSITION FROM ROAD SECTION 8' HMA PATHWAY AND SHOULDER TRANSITION FROM ROAD SECTION TO PAVED DRIVEWAY SECTION. 7. SINGLE DIRECTION CURB RAMP SHALL CONSIST OF A 5'x5' SINGLE DIRECTION CURB RAMP SHALL CONSIST OF A 5'x5' CONCRETE LANDING TO INCLUDE A DETECTABLE WARNING SURFACE. LANDING AND DETECTABLE WARNING SURFACE SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD PLAN F-40.16-03 AND BE CONSTRUCTED IN ACCORDANCE WITH SECTION 8-14 OF THE STANDARD SPECIFICATIONS. 8. DRIVEWAY HMA BETWEEN PATHWAY AND EXISTNG DRIVEWAY DRIVEWAY HMA BETWEEN PATHWAY AND EXISTNG DRIVEWAY SURFACING WILL BE PAID AS COMMERCIAL HMA. 9. CONSTRUCT DOUBLE DIRECTION CURB RAMP ACCORDING TO NOTE CONSTRUCT DOUBLE DIRECTION CURB RAMP ACCORDING TO NOTE 7. SEE DETAIL 1, SHEET C3.2 FOR ADDITIONAL INFORMATION. 10. PAYMENT FOR ADJUST CLEANOUT WILL BE MADE UNDER ITEM PAYMENT FOR ADJUST CLEANOUT WILL BE MADE UNDER ITEM "ADJUST VALVE BOX".

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SEE NOTE 4

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LEGEND

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C3.2

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STOP (R-1) & STREET SIGNS

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STOP (R-1)


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STAIRS

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STAIRS

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STAIRS

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5.5' CHAIN LINK FENCE

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8' VERTICAL BOARD FENCE

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8" PVC

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Mon.

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8" CONC

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6" CONC

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6"

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6" C.I.

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6" C.I.

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FG

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EG

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FG

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REVISIONS

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OF

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AS SHOWN

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VAC

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DLT

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175-13-07

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3/13/19

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ONE INCH

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RE-PAVE EXISTING APARTMENT COMPLEX DRIVEWAY APPROACH TO EDGE OF R.O.W. SEE NOTE 4

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KEY NOTES

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LEGEND

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MH16-A-1

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TRANSITION FROM 4' GRAVEL TO 8'

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TRANSITION FROM ROAD SECTION 2 TO ROAD SECTION 1

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ADJUST MANHOLE. ADJUST MANHOLE. RIM ELEVATION SHALL NOT BE HIGHER THAN EDGE OF PAVEMENT ELEVATION. ADJUST MONUMENT CASE AND COVER. NOT USED NOT USED NOT USED ADJUST VALVE BOX BID ALTERNATE 1, PAVE EXISTING DRIVEWAY.

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1. CONTRACTOR TO CONSTRUCT ROADWAY IN ACCORDANCE WITH ROAD CONTRACTOR TO CONSTRUCT ROADWAY IN ACCORDANCE WITH ROAD SECTIONS ON SHEET C3.1. 2. CURB RETURN RADII ARE AS SHOWN. CURB RETURN RADII ARE AS SHOWN. 3. SEE SHEETS C3.1 AND C3.2 FOR INTERSECTION AND DRIVEWAY SEE SHEETS C3.1 AND C3.2 FOR INTERSECTION AND DRIVEWAY APPROACH GRADING. 4. CONTRACTOR SHALL MATCH EXISTING GRADES AT ALL LOCATIONS CONTRACTOR SHALL MATCH EXISTING GRADES AT ALL LOCATIONS WHERE PROPOSED FEATURES MEET EXISTING FEATURES. 5. CONSTRUCT SWALES BETWEEN DRIVEWAYS. PROVIDE 4:1 SLOPE CONSTRUCT SWALES BETWEEN DRIVEWAYS. PROVIDE 4:1 SLOPE FROM EDGE OF DRIVEWAY TO SWALE BOTTOM. COORDINATE WORK WITH ENGINEER. 6. 8' HMA PATHWAY AND SHOULDER TRANSITION FROM ROAD SECTION 8' HMA PATHWAY AND SHOULDER TRANSITION FROM ROAD SECTION TO GRAVEL DRIVEWAY SECTION.

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SEE NOTE 6

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CEMENT CONCRETE CURB WALL

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SEE NOTE 5

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SEE NOTE 5


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2.3

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REVISIONS

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OF

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AS SHOWN

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VAC

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DLT

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175-13-07

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3/13/19

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ONE INCH

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JDD/KEH

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JDD

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0

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SCALE

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40

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3RD AVE.

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ADJUST MANHOLE. ADJUST MANHOLE. RIM ELEVATION SHALL NOT BE HIGHER THAN EDGE OF PAVEMENT ELEVATION. NOT USED ADJUST VALVE BOX BID ALTERNATE 1, PAVE EXISTING DRIVEWAY.

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NOTES

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KEY NOTES

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LEGEND

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1

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C3.1

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MH16-A-2

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68.31'

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68.31'

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SEE NOTE 4

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SEE NOTE 5

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1. CONTRACTOR TO CONSTRUCT ROADWAY IN ACCORDANCE WITH ROAD CONTRACTOR TO CONSTRUCT ROADWAY IN ACCORDANCE WITH ROAD SECTIONS ON SHEET C3.1. 2. CURB RETURN RADII ARE AS SHOWN. CURB RETURN RADII ARE AS SHOWN. 3. SEE SHEETS C3.1 AND C3.2 FOR INTERSECTION AND DRIVEWAY SEE SHEETS C3.1 AND C3.2 FOR INTERSECTION AND DRIVEWAY APPROACH GRADING. 4. CONTRACTOR SHALL MATCH EXISTING GRADES AT ALL LOCATIONS CONTRACTOR SHALL MATCH EXISTING GRADES AT ALL LOCATIONS WHERE PROPOSED FEATURES MEET EXISTING FEATURES. 5. CONSTRUCT SWALES BETWEEN DRIVEWAYS. PROVIDE 4:1 SLOPE CONSTRUCT SWALES BETWEEN DRIVEWAYS. PROVIDE 4:1 SLOPE FROM EDGE OF DRIVEWAY TO SWALE BOTTOM. COORDINATE WORK WITH ENGINEER. 6. WEDGE END OF HMA PATHWAY DOWN TO MEET EXISTING GRADE WEDGE END OF HMA PATHWAY DOWN TO MEET EXISTING GRADE WITHING RIGHT OF WAY.

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4" CSTC

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4:1 (MAX)

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2:1 (MAX)

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2:1 (MAX)

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4" CSTC

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CSTC SHOULDER GRAVEL TYPICAL BOTH SIDES

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SEE PROFILE FOR ELEVATION

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4" CSTC

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4:1 (MAX)

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4:1 (MAX)

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4:1 (MAX)

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CTSC SHOULDER GRAVEL TYPICAL BOTH SIDES

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4:1 (MAX)

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4:1 (MAX)

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4:1 (MAX)

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4" CSTC

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APP.

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OF

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1751307 C3 Details (Rd.)

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AS SHOWN

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VAC

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DLT

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3/13/19

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JDD

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1

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C3.1

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ROAD SECTION 2

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2

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TYPICAL PAVING SECTION

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HMA PATHWAY SECTION

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ROAD SECTION 3

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1. CONTRACTOR SHALL PULVERIZE EXISTING ROADWAY. SHAPE PULVERIZED MATERIAL TO THE CROSS SECTION SHOWN. PAYMENT FOR SHAPING WILL BE CONTRACTOR SHALL PULVERIZE EXISTING ROADWAY. SHAPE PULVERIZED MATERIAL TO THE CROSS SECTION SHOWN. PAYMENT FOR SHAPING WILL BE MADE UNDER ITEM SUBGRADE PREPARATION. COMPACT IN ACCORDANCE WITH SECTION 2-03.3(14)C, METHOD B TO PROVIDE A SMOOTH UNYIELDING SURFACE PRIOR TO PLACEMENT OF CSTC. 2. ALL DEPTHS ARE COMPACTED DEPTHS. ALL DEPTHS ARE COMPACTED DEPTHS. 3. FOR SECTION OF ROADWAY NOT CONSTRUCTED OVER PULVERIZED MATERIAL. CONTRACTOR SHALL EXCAVATE AND PROVIDE 6" OF CSTC. EXCAVATION FOR SECTION OF ROADWAY NOT CONSTRUCTED OVER PULVERIZED MATERIAL. CONTRACTOR SHALL EXCAVATE AND PROVIDE 6" OF CSTC. EXCAVATION TO BE PAID UNDER ROADWAY EXC. INCLUDING HAUL. COORDINATE THIS WORK WITH DEMO SHEETS.

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2.5" HMA CLASS " PG 64-2812" PG 64-28

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4" CSTC

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COMPACTED PULVERIZED MATERIAL

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4" CSTC

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COMPACTED SUBGRADE

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2" COMMERCIAL HMA

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1. BIOFILTRATION SWALES ARE INTENDED TO BE EXCAVATED TO EXISTING BIOFILTRATION SWALES ARE INTENDED TO BE EXCAVATED TO EXISTING NATIVE GRAVEL LAYERS AS IDENTIFIED BY THE ENGINEER. THE CONTRACTING AGENCY HAS IDENTIFIED GRAVEL SOILS PREDOMINATELY WITHIN THE PROJECT AREA. SILTY SOILS ENCOUNTERED WILL BE CONSIDERED UNSUITABLE AND REPLACED WITH COMMON BORROW. 2. SWALES CONSTRUCTED IN FILL AREAS WILL UTILIZE NATIVE GRAVELLY SWALES CONSTRUCTED IN FILL AREAS WILL UTILIZE NATIVE GRAVELLY SOILS, AS DETERMINED BY THE ENGINEER, PRODUCED DURING CONSTRUCTION OF THE ROADWAY SUBGRADE. 3. BIOFILTRATION SWALE SUBGRADE SHALL BE UNCOMPACTED. THE BIOFILTRATION SWALE SUBGRADE SHALL BE UNCOMPACTED. THE CONTRACTOR SHALL NOT ALLOW CONSTRUCTION EQUIPMENT ON SWALE SUBGRADE. SUBGRADES DETERMINED BY THE ENGINEER TO BE OVER COMPACTED SHALL BE SCARIFIED BY THE CONTRACTOR TO A DEPTH OF 12". 4. SWALE SUBGRADES SHALL BE INSPECTED BY THE ENGINEER PRIOR TO SWALE SUBGRADES SHALL BE INSPECTED BY THE ENGINEER PRIOR TO INSTALLATION OF TOPSOIL. 5. TOPSOIL TYPE A SHALL BE A SANDY SOIL MEETING THE REQUIREMENTS TOPSOIL TYPE A SHALL BE A SANDY SOIL MEETING THE REQUIREMENTS OF SECTION 9-03.13 AND HAVING AN ORGANIC MATTER CONTENT OF AT LEAST 2% BY WEIGHT.

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1. CONTRACTOR IS RESPONSIBLE TO MEET ADA REQUIREMENTS. CONTRACTOR CONTRACTOR IS RESPONSIBLE TO MEET ADA REQUIREMENTS. CONTRACTOR SHALL VERIFY ELEVATIONS PROVIDED WORK WITH EXISTING ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF DIFFERING CONDITIONS PRIOR TO COMMENCING WORK. 2. SEE PLAN AND PROFILE SHEETS FOR CURB RAMP REQUIREMENTS.SEE PLAN AND PROFILE SHEETS FOR CURB RAMP REQUIREMENTS.

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C3.1

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INTERSECTION DETAIL 1

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CANYON ST.

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3%%%

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2%%%

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ROAD SECTION 4

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C3.1

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3%%%

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MATCH EXISTING GRADE

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1.SEE DETAIL 3 SHEET C3.2 FOR CURB WALL INFORMATION. CURB WALL LOCATIONS SHOWN ON PLAN SEE DETAIL 3 SHEET C3.2 FOR CURB WALL INFORMATION. CURB WALL LOCATIONS SHOWN ON PLAN VIEW

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TYPICAL SWALE SECTION

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4:1

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EXISTING GRADE

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PATHWAY

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TOP SOIL, TYPE A

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NON COMPACTED NATIVE GRAVEL SOILS

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1. ALL DEPTH ARE COMPACTED DEPTHS, ALL DEPTH ARE COMPACTED DEPTHS, 2. COMPACT CSTC AND SUBGRADE TO 95%. IN COMPACT CSTC AND SUBGRADE TO 95%. IN ACCORDANCE WITH SECTION 2-03.3(14)C.

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SINGLE DIRECTION CURB RAMP

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BLEND SHOULDER GRAVEL INTO EXISTING GROUND, TYPICAL BOTH SIDES

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1. CONTRACTOR TO SHAPE PULVERIZATION MATERIAL TO THE ROADWAY CROSS SECTION SHOWN AND COMPACT IN ACCORDANCE WITH CONTRACTOR TO SHAPE PULVERIZATION MATERIAL TO THE ROADWAY CROSS SECTION SHOWN AND COMPACT IN ACCORDANCE WITH SECTION 2-03.3(14)C METHOD B. 2. EXCAVATE ROADWAY SECTION AS NEEDED TO PROVIDE TYPICAL SECTIONS. CONSTRUCT FILLS WITH PULVERIZED MATERIALS. EXCAVATE ROADWAY SECTION AS NEEDED TO PROVIDE TYPICAL SECTIONS. CONSTRUCT FILLS WITH PULVERIZED MATERIALS. PAYMENT FOR THIS WORK WILL BE UNDER ROADWAY EXCAVATION. 3. LIMITS OF ROADWAY EXCAVATION SHALL BE FROM OUTSIDE EDGE OF GRAVEL SHOULDER TO OUTSIDE EDGE OF PATHWAY. SWALE LIMITS OF ROADWAY EXCAVATION SHALL BE FROM OUTSIDE EDGE OF GRAVEL SHOULDER TO OUTSIDE EDGE OF PATHWAY. SWALE EXCAVATION SHALL BE PAID UNDER A SEPARATE ITEM.

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GENERAL ROAD SECTION NOTES

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4. COMPACT CSTC AND SUBGRADE TO 95%. IN ACCORDANCE WITH SECTION COMPACT CSTC AND SUBGRADE TO 95%. IN ACCORDANCE WITH SECTION 2-03.3(14)C. 5. REPLACE GRAVEL SHOULDERS WITH SWALES WHERE SHOWN. SEE SHEETS REPLACE GRAVEL SHOULDERS WITH SWALES WHERE SHOWN. SEE SHEETS C2.1, C2.2, C2.3 AND C2.4.

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C3.2

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AS SHOWN

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C3.2

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DRIVEWAY APPROACH

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2

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C3.2

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CANYON ST.

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1. NEW SANITARY SEWER PIPE INNER DIAMETER TO MATCH EXISTING PIPE SIZE. NEW PIPE MATERIAL TO BE SOLID WALL PVC SANITARY SEWER PIPE IN NEW SANITARY SEWER PIPE INNER DIAMETER TO MATCH EXISTING PIPE SIZE. NEW PIPE MATERIAL TO BE SOLID WALL PVC SANITARY SEWER PIPE IN ACCORDANCE WITH ASTM 03034 SDR 35. 2. CONNECTION/INSTALLATION TO BE PER MANUFACTURER'S RECOMMENDATONS. CONNECTION/INSTALLATION TO BE PER MANUFACTURER'S RECOMMENDATONS. 3. WORK MATERIALS AND COMPACTION RELATED TO TRENCH EXCAVATION AND BACKFILLING, TO BE IN ACCORDANCE WITH SECTION 7-08.3 WORK MATERIALS AND COMPACTION RELATED TO TRENCH EXCAVATION AND BACKFILLING, TO BE IN ACCORDANCE WITH SECTION 7-08.3 4. IF EXISTING SERVICE CONNECTIONS ARE DISCOVERED AT REPAIR LOCATIONS CONTRACTOR TO RECONNECT EXISTING SERVICES TO NEW MAIN PIPE. IF EXISTING SERVICE CONNECTIONS ARE DISCOVERED AT REPAIR LOCATIONS CONTRACTOR TO RECONNECT EXISTING SERVICES TO NEW MAIN PIPE. CONTRACTOR TO PROVIDE ALL MATERIALS AND PERFORM ALL WORK NECESSARY FOR RECONNECTION OF EXISTING SERVICES AND REPAIR ANY DAMAGED COMPONENTS THAT ARE ENCOUNTERED. 5. SEE DETAIL 5, SHEET C5.1 FOR GENERAL TRENCH EXCAVATION REQUIREMENTS. MARKING TAPE AND LOCATING WIRE ARE NOT REQUIRED. TRENCH SEE DETAIL 5, SHEET C5.1 FOR GENERAL TRENCH EXCAVATION REQUIREMENTS. MARKING TAPE AND LOCATING WIRE ARE NOT REQUIRED. TRENCH EXCAVATION WIDTH SHALL BE IN ACCORDANCE WITH SECTION 2-09.4.

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1. USE TYPICAL PAVING SECTION FOR USE TYPICAL PAVING SECTION FOR PROPOSED DRIVEWAY APPROACH

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REMOVE AND REPLACE BROKEN/ DAMAGED SEWER PIPE

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EXISTING 8" CONCRETE PIPE

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EXISTING 8" CONCRETE PIPE

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CUT EXISTING PIPE PERPENDICULAR TO PIPE CENTERLINE. UTILIZE FERNCO STAINLESS STEEL REINFORCED STRONG BACK COUPLINGS (OR APPROVED EQUAL) AT CONNECTIONS. REPAIR WILL BE VIDEO INSPECTED BY CONTRACTING AGENCY PRIOR TO APPROVAL.

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SANITARY SEWER SPOT REPAIR DETAIL

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N.T.S.

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C3.2

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1. CONTRACTOR IS RESPONSIBLE TO MEET ADA REQUIREMENTS. CONTRACTOR SHALL VERIFY ELEVATIONS PROVIDED WORK CONTRACTOR IS RESPONSIBLE TO MEET ADA REQUIREMENTS. CONTRACTOR SHALL VERIFY ELEVATIONS PROVIDED WORK WITH EXISTING ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF DIFFERING CONDITIONS PRIOR TO COMMENCING WORK. 2. SINGLE AND DOUBLE DIRECTION CURB RAMPS SHALL CONSIST OF A 5' LANDING AND DETECTABLE WARNING SURFACE.SINGLE AND DOUBLE DIRECTION CURB RAMPS SHALL CONSIST OF A 5' LANDING AND DETECTABLE WARNING SURFACE.

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1. CONCRETE FOR CURB WALL SHALL BE COMMERCIAL CONCRETE IN ACCORDANCE WITH SECTION 6-02.3(2)B. EXPOSED SURFACES SHALL HAVE A CLASS 1 CONCRETE FOR CURB WALL SHALL BE COMMERCIAL CONCRETE IN ACCORDANCE WITH SECTION 6-02.3(2)B. EXPOSED SURFACES SHALL HAVE A CLASS 1 SURFACE FINISH PER SEC 6-02.3(14). 2. CONSTRUCT TRAFFIC CURB IN ACCORDANCE WITH WSDOT STANDARD PLAN F-10.12-03. CONSTRUCT TRAFFIC CURB IN ACCORDANCE WITH WSDOT STANDARD PLAN F-10.12-03. 3. EXPANSION AND CONTRACTION JOINT SPACING SHALL MATCH SPACING IN SIDEWALK. SEE WSDOT STANDARD PLAN F-30.10 FOR DETAILS. EXPANSION AND CONTRACTION JOINT SPACING SHALL MATCH SPACING IN SIDEWALK. SEE WSDOT STANDARD PLAN F-30.10 FOR DETAILS. 4. WHEN INSITU SOILS ARE NOT ACCEPTABLE FOR BACKFILL, AN APPROVED BORROW MATERIAL MAY BE USED. BORROW MATERIAL SHALL BE INCIDENTAL TO WHEN INSITU SOILS ARE NOT ACCEPTABLE FOR BACKFILL, AN APPROVED BORROW MATERIAL MAY BE USED. BORROW MATERIAL SHALL BE INCIDENTAL TO CURB WALL 5. COMPACT CSTC AND SUBGRADE MATERIAL IN ACCORDANCE WITH SECTION 2-03.3(14)C, METHOD B. COMPACT CSTC AND SUBGRADE MATERIAL IN ACCORDANCE WITH SECTION 2-03.3(14)C, METHOD B. 6. CURB WALL EXCAVATION SHALL BE INCLUDED IN PRICE FOR THE CURB WALL. CURB WALL EXCAVATION SHALL BE INCLUDED IN PRICE FOR THE CURB WALL. 7. CURB WALL TO EXTEND 2" ABOVE RETAINED MATERIAL.CURB WALL TO EXTEND 2" ABOVE RETAINED MATERIAL.

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DETAIL - CONCRETE CURB WALL

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N.T.S.

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3

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C3.2

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CURB WALL

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EXISTING RETAINING WALL

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2:1 MAX

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PAVED DRIVEWAY SECTION

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N.T.S.

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5

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C3.2

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MATCH EXISTING ELEVATION

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VARIES

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1.5%

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CANYON ST. TYPICAL ROAD SECTION

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EXISTING ASPHALT/CONCRETE

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TYPICAL PAVING SECTION

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LIMITS OF EXCAVATION

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1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. 2. WIDTH AND MATERIAL SHOWN IN PLAN VIEW. WHERE HMA IS SHOWN UTILIZE 2.5" COMPACTED HMA OVER 4" COMPACTED CSTC. WHERE WIDTH AND MATERIAL SHOWN IN PLAN VIEW. WHERE HMA IS SHOWN UTILIZE 2.5" COMPACTED HMA OVER 4" COMPACTED CSTC. WHERE CSTC IS SHOWN BLEND SHOULDER GRAVEL FROM BACK OF HMA PATH TO EXISTING GROUND. 3. CONSTRUCT HMA PATHWAY AND DRIVEWAY APPROACH IN ACCORDANCE WITH TYPICAL PAVEMENT SECTION. PULVERIZED MATERIAL OR NATIVE CONSTRUCT HMA PATHWAY AND DRIVEWAY APPROACH IN ACCORDANCE WITH TYPICAL PAVEMENT SECTION. PULVERIZED MATERIAL OR NATIVE GRAVEL SOILS TO BE USED FOR FILL AS NECESSARY.

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DOUBLE DIRECTION CURB RAMP

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POTHOLE TO VERIFY BURIED DEPTH. COORDINATE WITH ENGINEER IN THE FIELD

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3%

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1.5%

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RESTORE LANDSCAPING TO MATCH EXISTING

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ROAD DETAILS





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EXISTING GRAVEL DRIVEWAY

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HMA PATHWAY

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BID ALTERNATE 1 DETAIL

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N.T.S.

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1

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C3.3

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1. DRIVEWAY APPROACH AND HMA PATHWAY TO BE CONSTRUCTED IN ACCORDANCE DRIVEWAY APPROACH AND HMA PATHWAY TO BE CONSTRUCTED IN ACCORDANCE WITH TYPICAL PAVING SECTION. 2. UTILIZE CSTC TO MEET EXISTING GRADE WITHIN RIGHT OF WAY (2:1 MAX GRADE). UTILIZE CSTC TO MEET EXISTING GRADE WITHIN RIGHT OF WAY (2:1 MAX GRADE). 3. COMPACT CSTC AND SUBGRADE TO 95% IN ACCORDANCE WITH SECTION COMPACT CSTC AND SUBGRADE TO 95% IN ACCORDANCE WITH SECTION 2-03.3(14)C.

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CANYON ST. TYPICAL PAVING SECTION

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1. BLEND SHOULDER GRAVEL TO CREATE SMOOTH TRANSITION FROM TYPICAL GRAVEL BLEND SHOULDER GRAVEL TO CREATE SMOOTH TRANSITION FROM TYPICAL GRAVEL SHOULDER TO PROPOSED EDGE OF ASPHALT.

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SEE NOTE 1

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BID ALTERNATE 1 SECTION DETAIL

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N.T.S.

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A

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C3.3

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CANYON ST. TYP. ROAD SECTI0N

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3.2%

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1.5%

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1.5%

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R.O.W.

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SEE NOTE 2

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R.O.W.

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SSMH15-12-1 PAVEMENT DETAIL

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N.T.S.

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2

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C3.3

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1. ADJUST EXISTING MANHOLE RIM TO FINISHED GRADE IN ACCORDANCE WITH ADJUST EXISTING MANHOLE RIM TO FINISHED GRADE IN ACCORDANCE WITH SECTION 7-05.3(1). CEMENT CONCRETE FILL IN ANNULAR SPACES TO EXTEND A MINIMUM OF 1.0' AROUND CONCRETE GRADE RINGS. 2. UTILIZE TYPICAL PAVING SECTION. MATCH PROPOSED ROAD CROSS SLOPE. EXTEND UTILIZE TYPICAL PAVING SECTION. MATCH PROPOSED ROAD CROSS SLOPE. EXTEND PAVEMENT A MINIMUM OF 2.0' AROUND ALL EDGES OF MANHOLE RIM.

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SSMH15-12-1 SEE NOTE 1

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SSMH15-12-2 PAVEMENT DETAIL

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N.T.S.

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3

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C3.3

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SSMH15-12-2 SEE NOTE 1

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1. ADJUST EXISTING MANHOLE RIM TO FINISHED GRADE IN ACCORDANCE WITH ADJUST EXISTING MANHOLE RIM TO FINISHED GRADE IN ACCORDANCE WITH SECTION 7-05.3(1). CEMENT CONCRETE FILL IN ANNULAR SPACES TO EXTEND A MINIMUM OF 1.0' AROUND CONCRETE GRADE RINGS. 2. UTILIZE TYPICAL PAVING SECTION. MATCH PROPOSED ROAD CROSS SLOPE. EXTEND UTILIZE TYPICAL PAVING SECTION. MATCH PROPOSED ROAD CROSS SLOPE. EXTEND PAVEMENT A MINIMUM OF 2.0' AROUND ALL EDGES OF MANHOLE RIM.

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1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. 2. UTILIZE CSTC TO MEET EXISTING GRADE AT RIGHT OF WAY BOUNDARY, MATCH UTILIZE CSTC TO MEET EXISTING GRADE AT RIGHT OF WAY BOUNDARY, MATCH FINISHED FLOOR ELEVATION OF EXISTING GARAGE. 3. COMPACT CSTC AND SUBGRADE TO 95% IN ACCORDANCE WITH SECTION COMPACT CSTC AND SUBGRADE TO 95% IN ACCORDANCE WITH SECTION 2-03.3(14)C. 4. HMA PATHWAY TO BE CONSTRUCTED IN ACCORDANCE WITH TYPICAL PAVING SECTION.HMA PATHWAY TO BE CONSTRUCTED IN ACCORDANCE WITH TYPICAL PAVING SECTION.

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GRAVEL DRIVEWAY SECTION

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N.T.S.

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4

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C3.3

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6%

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1.5%

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4" CSTC

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R.O.W.

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SEE NOTE 2

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CANYON ST. TYP. ROAD SECTI0N

WATER MAIN IMPROVEMENTS

STA 10+00 TO 14+00

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ECO BLOCK WALL

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STAIRS

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6"

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Mon.

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8"PVC

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8" CONC

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8" CONC

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8" CONC

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8"

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8"

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6"

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6" D.I.

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1751307 C4 Wrt Main Improv

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AS SHOWN

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VAC

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DLT

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175-13-07

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3/13/19

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ONE INCH

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CONNECT TO EXISTING WATER MAIN. VERIFY SIZE AND MATERIAL PRIOR TO MOBILIZATION FOR THE WORK. NEW HYDRANT ASSEMBLY TRAFFIC RATED WATER METER

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KEY NOTES

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HWY SR 20

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CANYON ST.

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6TH AVE.

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1" SERVICE L= 36.5'

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1" SERVICE L= 37.0'

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1" SERVICE L= 37.0'

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1" SERVICE L= 37.0'

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1" SERVICE L= 37.0'

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1. CONTRACTOR TO ABANDON EXISTING WATER MAIN IN PLACE UNLESS CONTRACTOR TO ABANDON EXISTING WATER MAIN IN PLACE UNLESS OTHERWISE NOTED. PLUG ALL OPENINGS. 2. SEE WATER MAIN NOTES, SHEET G2 FOR ADDITIONAL INFORMATION. SEE WATER MAIN NOTES, SHEET G2 FOR ADDITIONAL INFORMATION. 3. CONTRACTOR TO INSTALL SERVICE CONNECTIONS STRAIGHT ACROSS FROM CONTRACTOR TO INSTALL SERVICE CONNECTIONS STRAIGHT ACROSS FROM WATER METERS. PROVIDE AND INSTALL SERVICE CONNECTIONS IN ACCORDANCE WITH DETAIL 7, SHEET C5.1. CONTRACTOR TO RECORD SERVICE LOCATION BY STATION ON REDLINE DRAWINGS. 4. PROVIDE AND INSTALL WATER METERS IN ACCORDANCE WITH DETAIL 9, PROVIDE AND INSTALL WATER METERS IN ACCORDANCE WITH DETAIL 9, SHEET C5.1. REPLACE SERVICE LINES WHERE SHOWN. CONNECT TO EXISTING SERVICE LINES WHERE SHOWN. 5. CONTRACTOR IS RESPONSIBLE TO RESTORE PROPERTY AND LANDSCAPING, CONTRACTOR IS RESPONSIBLE TO RESTORE PROPERTY AND LANDSCAPING, INCLUDING FENCES, TO EXISTING CONDITIONS. ALL LANDSCAPING WORK AND CONNECTION TO EXISTING WATER SERVICE AFTER THE WATER METER WILL BE CONSIDERED INCIDENTAL. 6. WATER METER LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE WATER METER LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE COORDINATED IN THE FIELD BY THE CONTRACTOR AND ENGINEER.

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6"C900 L=21'

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SEWER LINE ±9.5' DEEP18" MIN. VERTICAL CLEARANCE PROVIDED SLEEVE NOT REQUIRED

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8" C900, L=278'

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8" C900, L=530'

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STA 14+00 TO 18+50

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8" CONC

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8" CONC

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8" CONC

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6"

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8" C.I.

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8" C.I.

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AS SHOWN

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CANYON ST.

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1" SERVICE L=23'

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1" SERVICE L=37'

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1" SERVICE L=23'

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1" SERVICE L=37'

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1" SERVICE L=37'

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1" SERVICE L=23'

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1" SERVICE L=23'

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1" SERVICE L=23'

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KEY NOTES

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SEWER 8.6' DEEP

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CONNECT TO EXISTING WATER MAINS. VERIFY SIZE AND MATERIAL PRIOR TO MOBILIZATION FOR THE WORK. NEW HYDRANT ASSEMBLY TRAFFIC RATED WATER METER DUAL METER BOX

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8" C900 L=75'

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8" C900 L=35'

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8" C900, L=530'

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STA 18+50 TO 23+50

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STAIRS

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8" PVC

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8" CONC

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6" CONC

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6"

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6" C.I.

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AS SHOWN

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3/13/19

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ONE INCH

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REPLACE EXISTING WATER METER. CONNECT NEW METER TO EXISTING SERVICE LINE WITH COUPLING AND 1" POLYETHYLENE PIPE. CONTRACTOR TO VERIFY EXISTING SERVICE SIZE AND MATERIAL. NOT USED TRAFFIC RATED WATER METER

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KEY NOTES

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1" SERVICE L=10'

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WATER DETAILS

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AS SHOWN

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N

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I

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G

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N

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E

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L

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A

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N

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O

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I

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S

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S

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E

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F

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P

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D

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E

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E

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T

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S

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E

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O

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T

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I

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H

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S

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A

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W

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F

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E

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T

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A

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48800

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NOTE: ALL JOINTS SHALL BE RESTRAINED

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N8

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AS REQUIRED

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AS REQUIRED

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C.I. VALVE BOX 15" X 4" CONCRETE BLOCK SET ON COMPACTED FOUNDATION 12 C.Y. 3" TO " CLEAN GRAVEL AROUND 38" CLEAN GRAVEL AROUND BASE SET TOP FLUSH IN ROADWAYS, 2" ABOVE GRADE IN OTHER AREAS FINISH GRADE

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N6

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NOTES

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C.I. OR D.I. TEE, MAIN SIZE x MAIN SIZE x 6" (FL OUTLET, ON RUN JOINT TYPE MAY VARY) NOT APPLICABLE IF INSTALLED ON DEAD END. 6" RSGV, FL x MJ (RESTRAINED JOINT) 6" DI PIPE, PE x PE, LENGTH AS REQUIRED (USED RESTRAINED JOINT IF MORE THAN 1 PIECE REQUIRED) FIRE HYDRANT, MJ OUTLET (RESTRAINED JOINT). M&H MODEL 129 5" STORZ FITTING

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N4

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FIRE HYDRANT ASSEMBLY

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N.T.S.

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N.T.S.

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THRUST BLOCKS MINIMUM BEARING AREA

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(i.e. )

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ACTUAL SOIL BEARING CAPACITY

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1500 psf

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22-1/2° & 11-1/4° EL

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TEE W/VALVE(S) ON RUN, 90° EL

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VALVES, DEAD ENDS TEE W/O VALVE ON RUN

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1. FOR PRESSURES OTHER THAN SHOWN MULTIPLY THE TABLE VALUE BY A RATIO OF PRESSURE OVER 100psi (i.e.) 2. FOR SOIL BEARING CAPACITIES OTHER THAN 1500 PSF, MULTIPLY THE TABLE VALUE OF MIN. BEARING AREA REQUIRED BY A RATIO OF 1500 PSF OVER ACTUAL SOIL BEARING CAPACITY

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GENERAL NOTES

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SIZE

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7

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13

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3

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5

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10

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2

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5

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4

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2

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2

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2

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2

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2

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4

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7

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5

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10

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2

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18

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6

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4

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2

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13

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9

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100psi

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PRESSURE

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45%%D EL

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4

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PIPE

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6

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8

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10

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12

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14

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THRUST BLOCK MINIMUM BEARING AREA*

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(SQ. FT. AT 100 PSI PRESSURE)

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* SOIL BEARING CAPACITY 1500 PSF PRIOR TO BACKFILL

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PROFILE

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11 1/4%%d BEND

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.8

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1.2

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1.4

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3.1

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3.7

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5.0

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6.4

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1.8

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2.5

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7.0

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9.5

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12.0

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12

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14

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16

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.3

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.5

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.4

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.9

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1.7

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2.6

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45%%d BEND

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22 1/2%%d BEND

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.4

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.8

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1.3

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.8

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1.8

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3.2

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4.9

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90%%d BEND

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4

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6

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8

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10

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VOLUME OF THRUST BLOCK IN CU. YDS.

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1. PLACE CONCRETE SUCH THAT JOINTS AND JOINT ACCESSORIES ARE ACCESSIBLE FOR REPAIRS 2. THE REQUIRED THUST BLOCK VOLUMES FOR SPECIAL CONNECTIONS ARE TO BE SHOWN ON THE PLAN; e.g. 6 INDICATES 6 CUBIC YARDS OF CONCRETE ARE REQUIRED. 3. IF NOT SHOWN ON PLANS, REQUIRED VOLUMES AT FITTINGS SHALL BE AS INDICATED BELOW, ADJUSTED IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) STATED IN THE SPECIFICATIONS. 4. VOLUMES AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER VOLUMES AND THE BLOCKING DETAIL SHOWN ON THIS STANDARD DETAIL. 5. THRUST BLOCKS FOR VERTICAL UP-BENDS SHALL BE THE SAME AS FOR HORIZONTAL BENDS.

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GENERAL NOTES

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ABOVE VOLUMES BASED ON TEST PRESSURES OF 150 p.s.i. AND THE WEIGHT OF CONCRETE= 4050lb./cu.yd. TO COMPUTE VOLUMES FOR DIFFERENT TEST PRESSURES, USE THE FOLLOWING EQUATION: VOLUME= (TEST PRESSURE/150) X (TABLE VALUE)

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NOTES

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#5 GALV. RODS OVER FITTINGS AND EMBEDDED 18" IN CONCRETE

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STANDARD HOOKS

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FITTINGS SIZE

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THRUST BLOCKS VERTICAL DOWN-BENDS

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N.T.S.

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THRUST BLOCKS TEES, REDUCERS, ENDS AND ELBOWS

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N.T.S.

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45%%d MIN.

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45%%d MIN.

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45° MAX SLOPE AT TOP AND ENDS OF CONC. BLOCK

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A=hW A=BEARING AREA

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"h" IS LESS THAN OR EQUAL TO ONE HALF OF "D", "W" SHALL BE GREATER THAN "h" BUT LESS THAN 2 TIMES "h"

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CRITERIA FOR HORIZONTAL BENDS

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A

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A

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SECTION A-A THRUST BLOCK

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HORIZONTAL ELBOW

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HORIZONTAL BENDS

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GENERAL NOTES

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1. THIS DETAIL DRAWING APPLICABLE FOR FITTINGS OF ALL END TYPES. 2. ALL CONCRETE THRUST BLOCKS SHALL BE ADEQUATELY CONSOLIDATED IN PLACE. 3. SEE TABLE FOR MINIMUM BEARING AREA REQUIREMENTS.

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THRUST BLOCKS CROSS AND VALVE ON RUN

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N.T.S.

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RUN

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BRANCH

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RESTRAINED WITH OR W/O VALVE

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RUN

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NOT RESTRAINED

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ELBOW SINGLE OR COMBINED, ANY ANGLE, W OR W/O VALVE

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RESTRAINED

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RESTRAINED

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VALVE ON RUN

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RESTRAINED

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CROSS WITH 1 OR MORE VALVES

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RESTRAINED

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RESTRAINED W OR W/O VALVE

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RESTRAINED

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GENERAL NOTES

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1. SEE GSP 7-09.3(21) FOR SEE GSP 7-09.3(21) FOR MIN. LENGTHS OF RESTRAINED JOINT PIPE 2. FITTINGS, VALVES, AND FITTINGS, VALVES, AND PIPES REQUIRING RESTRAINED JOINTS ARE GENERALLY NOT CALLED OUT ON THE DRAWINGS

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DEAD END (CAP OR PLUG)

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RESTRAINED

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TEE-NO VALVE ON RUN W OR W/O VALVE ON BRANCH

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TEE-VALVE ON ONE OR BOTH RUNS W OR W/O VALVE ON BRANCH

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RESTRAINED W OR W/O VALVE

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RESTRAINED

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RESTRAINED

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NOT RESTRAINED

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RESTRAINED JOINT - FITTINGS, VALVES AND PIPE

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N.T.S.

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TRENCH EXCAVATION

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N.T.S.

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WATER METER DETAIL

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N.T.S.

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N6

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NOTES:

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HxW = BEARING AREA (CALCULATED FOR EACH BRANCH)

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(1'-6" MIN)

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(1'-6" MIN)

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N3

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FILL ALL VOIDS BETWEEN FORMED CONCRETE BLOCK AND UNDISTURBED EARTH WITH COMPACTED GRAVEL. 4 EPOXY COATED #5 BARS (1 ON EACH BRANCH). FIT SNUG AROUND FITTINGS. FORM CONCRETE AROUND JOINTS TO ALLOW FOR FUTURE REMOVAL OF VALVE OR PIPE. SET INTO CONCRETE (18' MIN.) STANDARD HOOKS (MIN. 3" CONCRETE COVER ALL AROUND). FORMED CONCRETE BLOCK

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GENERAL NOTES:

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THIS DETAIL DRAWING APPLICABLE FOR ALL FITTINGS OF ALL END TYPES. ALL CONCRETE THRUST BLOCKS SHALL BE ADEQUATELY CONSOLIDATED IN PLACE. SEE STANDARD DETAIL 1, THIS SHEET FOR MINIMUM BEARING AREA REQUIREMENTS.

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VALVE 2 EPOXY COATED #5 BARS FIT SNUG AROUND FITTINGS. FORM CONCRETE AROUND FLANGES SO BOLTS ON VALVES CAN BE REMOVED (TYP.) STANDARD HOOKS (MIN. 3" CONCRETE COVER ALL AROUND)

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(1'-6" MIN)

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HxW = BEARING AREA

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N1

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N4

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PLAN

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3.

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2.

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1.

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N2

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NOTES:

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ELEVATION

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N1

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CROSS

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VALVE ON RUN

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N10

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N10

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N11

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BEDDING MATERIAL, SEE SECTION 9-03.12(3) NATURAL GRANULAR OR GRAVEL BACKFILL MATERIAL. COMPACT IN ACCORDANCE WITH 2-03.3(14)C METHOD C PIPE LOCATING WIRE UTILITY MARKING TAPE IF REQUIRED PER SPECIFICATIONS SECTION 7-09.3(25)

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N5

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N9

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N7

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N6

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N4

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N3

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N1

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N8

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PIPE SPRINGLINE

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SAWCUT EXISTING PAVEMENT (TYP.) 2.5" HMA UNDER SEPARATE SCHEDULE EXISTING GROUND LINE OR STREET SUBGRADE EXISTING AC PAVEMENT AND BASE COURSE (IF ANY) 6" CSTC SLOPE AND/OR SHORE PER TRENCH SAFETY REQUIREMENTS BEDDING MATERIAL, 4" OVER SOIL, 6" OVER ROCK

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N4

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N6

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N5

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N2

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N3

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NOTES:

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N7

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1

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C5.1

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N.T.S.

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SERVICE CONNECTIONS

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N6

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N5

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N5

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N4

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N4

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N1

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N2

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N3

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IF SPECIFIED, INSTALL CURB STOP WITH TWO PIECE ADJUSTABLE C.I. CURB BOX COUPLINGS, ELS, AS REQUIRED EXISTING SERVICE PIPE, DEPTH SIZE AND MATERIAL VARIES

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N7

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N6

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N5

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N1

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N2

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N3

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NOTES

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N4

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N2

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N1

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N4

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WATER MAIN 1" CORP STOP. FORD FB110-4TWQNL STAINLESS BAND/EPOXY COAT. FORD FC202 1" HDPE CTS SERVICE PIPE

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NOTES

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N3

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N2

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N1

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1" SERVICE CONNECTION

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2" SERVICE CONNECTION

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WATER MAIN CORP STOP SERVICE SADDLE 2" HDPE CTS SERVICE PIPE

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N5

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12"

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N7

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3/4" SINGLE METER COIL PIT SETTER, FORD PTFCBB3881860AFPNL SINGLE METER LOCKING LID, FORD PPSC-18-L-T. WHERE DUAL METER COIL PIT SETTER UTILIZE FORD PPSC-18-L-TT. 2" INSULATION DISKS X2, FORD CCID-18-2 2x4 TREATED MARKER PAINTED BLUE. WHEN NOT CONNECTING TO LIVE SERVICE 1" COUPLING X2, FORD C14-44TW-QNL EXTERNAL RADIO READ ANTENA NEPTUNE 12527-200 6FT 3/4" DUAL METER COIL PIT SETTER, FORD PDFCBB3881860AFPNL PLASTIC BOTTOM PLATE

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N11

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N10

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N9

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N8

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N6

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N5

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N4

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1" HDPE CTS SERVICE PIPE 1" CURB STOP, FORD B44-444QNL 10G COPPER TRACER WIRE CONNECTED TO LAST FITTING OUTSIDE BOX 1' ABOVE GROUND 12"x12"x2" CEMENT PAVER & 4" CSTC BASE ADJUSTABLE VALVE BOX WITH ROD, FORD EA2-55-40-48R EXISTING SERVICE PIPE TO CUSTOMER (DEPTH, SIZE AND MATERIAL VARIES) 3/4" METER NEPTUNE, T10 MTR CUFT ED2C11RWF3 R9001PIT C1BTTM

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NOTES

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N3

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N2

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N1

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R/W

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PROPERTY LINE

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N1

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N12

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N8

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N9

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TO WATER MAIN

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TO CUSTOMER

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N12

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N7

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N4

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N5

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N6

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N7

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IF SPECIFIED, INSTALL CURB STOP WITH TWO PIECE ADJUSTABLE C.I. CURB BOX COUPLINGS, ELS, AS REQUIRED EXISTING SERVICE PIPE, DEPTH SIZE AND MATERIAL VARIES

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N13

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N13

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N14

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N14

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2

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C5.1

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6

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C5.1

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7

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C5.1

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8

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C5.1

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9

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C5.1

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5

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C5.1

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4

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C5.1

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3

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C5.1

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N15

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N15

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SEE SHEETS C4.1-C4.3 FOR TRAFFIC RATED METER LOCATIONS. IF TRAFFIC RATED UTILIZE LID FORD PPSC-18-L-P-BR

WATER DETAILS

C5.2





18

BID

S

ET

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SHEET

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APP.

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CKD.

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BY

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NO.

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DATE

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SCALE:

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DESIGNED:

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DATE:

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DRAWN:

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PROJ. NO.:

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APPROVED:

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CHECKED:

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REVISIONS

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OF

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1751307 C5 Details (Wrt)

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AS SHOWN

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VAC

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DLT

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175-13-07

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3/13/19

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JDD/KEH

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JDD

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L

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A

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I

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D

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D.

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A

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J

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R

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E

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E

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N

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I

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G

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N

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E

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L

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A

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N

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O

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I

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S

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S

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E

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F

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O

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R

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P

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D

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E

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R

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E

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T

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S

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I

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G

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E

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R

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N

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O

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T

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G

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N

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I

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H

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S

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A

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W

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F

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O

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E

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T

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A

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T

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S

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48800

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K

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E

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1

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C5.2

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CONNECTION DETAIL 1

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N.T.S.

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2

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C5.2

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CONNECTION DETAIL 2

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N.T.S.

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3

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C5.2

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CONNECTION DETAIL 3

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N.T.S.

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1. COUPLINGS SHALL BE ROMAC 501 OR APPROVED EQUAL. COUPLINGS SHALL BE ROMAC 501 OR APPROVED EQUAL. 2. PIPING SHOWN NOT INCLUDED IN MEASUREMENT FOR PIPING SHOWN NOT INCLUDED IN MEASUREMENT FOR CONNECTION DETAIL PAY ITEM. 3. JOINTS SHALL BE RESTRAINED AS SHOWN ON THE DETAILS JOINTS SHALL BE RESTRAINED AS SHOWN ON THE DETAILS AND AS SPECIFIED IN THE CONTRACT. 4. PAYMENT FOR CONNECTION DETAIL INCLUDES ALL TEES, PAYMENT FOR CONNECTION DETAIL INCLUDES ALL TEES, CROSSES, VALVES, REDUCERS, COUPLINGS, CAPS, AND REQUIRED RESTRAINT. ALL PIPE SHALL BE MEASURED SEPARATELY. HORIZONTAL BENDS ARE CONSIDERED INCIDENTAL TO COST OF PIPE. 5. PLUG ABANDONDED PIPE AFTER CUTTING.PLUG ABANDONDED PIPE AFTER CUTTING.

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GENERAL CONNECTION DETAIL NOTES

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8" C900

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8" PVC (VERIFY)

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8" C900

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CUT AND ABANDON EXISTING

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8" CPLG

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6' DI

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8" C900

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8" C900

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6" PVC (VERIFY)

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8" TEE, ALL FL, w/THRUST BLOCK

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8" RSGV, FLxMJ

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8" RSGV, FLxMJ

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8" RSGV, FLxFL

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8" C.I.

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8" C.I.

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6" D.I.

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45° BENDw/THRUST BLOCK (UTILIZE PIPE DEFLECTION TO MATCH NECESSARY PIPE ALIGNMENT FOR CONNECTION.)

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8" CPLG IS INCIDENTAL TO 8" PIPE

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8" RSGV, FLxMJ

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8" CROSS, ALL FL

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8" RSGV, FLxMJ

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6" CPLG (VERIFY EXISTING PIPE SIZE)

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8" CPLG IS INCIDENTAL TO 8" PIPE

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8"x6" RED FLxMJ

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6" CPLG

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8" RSGV, FLxFL

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REMOVE EXISTING WATER VALVES IN EXISTING WATER MAINS NEAR CROSS. CONNECT NEW PIPE BEYOND EXISTING VALVES AS NECESSARY FOR REMOVAL. (TYP.)

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NOTES

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8"x6" RED. FLxMJ

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REMOVE EXISTING BEND

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CONNECTION PAY LIMITS

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8" C900

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8" C900

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6" C900

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6"C900

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6"C900

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8" C900

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8" C900

TRAFFIC CONTROL

C6.1





18

Know what's below.

before you dig.Call

R

BID

S

ET

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CANYON ST.

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WEBB LN.

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ALDER ST.

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BRIDGE ST

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SR-20

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6TH AVE.

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5TH AVE.

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S. GLOVER ST.

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LINCOLN ST.

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DAYCARE

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TWISP WORKS

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SHEET

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APP.

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CKD.

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BY

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NO.

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DATE

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SCALE:

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DESIGNED:

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DATE:

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DRAWN:

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PROJ. NO.:

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APPROVED:

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CHECKED:

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REVISIONS

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OF

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1751307 C6 Traffic Ctrl

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AS SHOWN

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VAC

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DLT

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175-13-07

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3/13/19

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ONE INCH

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JDD/KEH

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JDD

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L

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A

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I

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D

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D.

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J

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E

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E

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L

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H

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W

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E

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T

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A

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S

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48800

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K

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E

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N

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SCALE

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0

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100

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200

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TYPE III BARRICADE

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TYPE III BARRICADE

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TYPE III BARRICADE

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ROAD

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CLOSED

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AHEAD

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(W20-3)

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ROAD

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CLOSED

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AHEAD

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(W20-3)

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ROAD

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CLOSED

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(W20-3)

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ROAD

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CLOSED

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(W20-3)

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ROAD

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CLOSED

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AHEAD

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(W20-3)

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CANYON ST.

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CANYON ST.

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TRAFFIC CONTROL NOTES

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1. ALL LABOR, MATERIAL, AND EQUIPMENT REQUIRED TO IMPLEMENT AND MAINTAIN A ALL LABOR, MATERIAL, AND EQUIPMENT REQUIRED TO IMPLEMENT AND MAINTAIN A TRAFFIC CONTROL PLAN MEETING THE REQUIREMENTS HEREIN AND AS REQUIRED TO CONTROL TRAFFIC IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS AND TOWN REQUIREMENTS FOR THE DURATION OF THE PROJECT SHALL BE INCLUDED IN THE PROJECT TEMPORARY TRAFFIC CONTROL BID ITEM. 2. CONTRACTOR TO PROVIDE ALL TRAFFIC CONTROLS AND RAMPS TO ALLOW LOCAL CONTRACTOR TO PROVIDE ALL TRAFFIC CONTROLS AND RAMPS TO ALLOW LOCAL RESIDENTS ACCESS TO THEIR PROPERTY AT ALL TIMES. 3. TRAFFIC CONTROL PRACTICES AND DEVICES SHALL CONFORM WITH THE TRAFFIC CONTROL PRACTICES AND DEVICES SHALL CONFORM WITH THE STANDARDS OF THE 2009 MUTCD AND THE WSDOT 2018 WORK ZONE TRAFFIC CONTROL GUIDELINES FOR MAINTENANCE OPERATIONS. 4. THE CONTRACTOR MAY ACCEPT THE TRAFFIC CONTROL MEASURES SHOWN ON THE THE CONTRACTOR MAY ACCEPT THE TRAFFIC CONTROL MEASURES SHOWN ON THE PLANS OR SUBMIT AN ALTERNATE PLAN FOR APPROVAL IN ACCORDANCE WITH SECTION 1-10.2(2) OF THE PROJECT SPECIFICATIONS. 5. ALL TRAFFIC CONTROL MEASURES SHALL BE INSTALLED BY THE CONTRACTOR ALL TRAFFIC CONTROL MEASURES SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO COMMENCING WORK. 6. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND UPKEEP OF THE TRAFFIC CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND UPKEEP OF THE TRAFFIC CONTROL DEVICES FOR THE DURATION OF THE PROJECT. 7. ALL SIGN SIZES SHALL CONFORM WITH MUTCD REQUIREMENTS FOR A ALL SIGN SIZES SHALL CONFORM WITH MUTCD REQUIREMENTS FOR A CONVENTIONAL ROAD. 8. CONTRACTOR SHALL MAINTAIN ACCESS FOR PROPERTY OWNERS AND BUSINESSES CONTRACTOR SHALL MAINTAIN ACCESS FOR PROPERTY OWNERS AND BUSINESSES AS PRACTICABLE FOR THE DURATION OF THE PROJECT. ALL CLOSURES SHALL BE COORDINATED BY THE CONTRACTOR WITH THE AFFECTED PROPERTY OWNER AND CONTRACTING AGENCY 48 HOURS IN ADVANCE. 9. CONTRACTOR SHALL UTILIZE SIGN W21-1701 MOTORCYCLES USE EXTREME CONTRACTOR SHALL UTILIZE SIGN W21-1701 MOTORCYCLES USE EXTREME CAUTION PRIOR TO ALLOWING TRAFFIC ON PULVERIZED OR GRAVEL SECTIONS OF THE ROADWAY. INCORPORATE SIGN W8-1 BUMP AND W21-801 ABRUPT LANE EDGE AS NECESSARY. 10. SIGN SPACING SHALL BE 100' . SIGN SPACING SHALL BE 100'±.11. TYPE 3 BARRICADES SHALL BE IN ACCORDANCE WITH WSDOT STANDARD PLAN TYPE 3 BARRICADES SHALL BE IN ACCORDANCE WITH WSDOT STANDARD PLAN K-80.20-00 AND SHALL BE EQUIPPED WITH FLASHING WARNING BEACONS WHEN LEFT IN PLACE OVERNIGHT OR DURING LOW LIGHT CONDITIONS. 12. TYPE 3 BARRICADES SHALL BE EQUIPPED WITH SIGN R11-3 ROAD CLOSED - TYPE 3 BARRICADES SHALL BE EQUIPPED WITH SIGN R11-3 ROAD CLOSED - LOCAL TRAFFIC ONLY AT ALL TIMES IN USE.

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TRAFFIC CONTROL PHASING NOTES

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1. THIS PLAN IS INTENDED TO PROVIDE AN OVERVIEW OF TRAFFIC CONTROL SIGNAGE THIS PLAN IS INTENDED TO PROVIDE AN OVERVIEW OF TRAFFIC CONTROL SIGNAGE AND ALLOWABLE ROAD CLOSURES. CONTRACTOR IS RESPONSIBLE TO IMPLEMENT DAILY CONTROLS AS NECESSARY. 2. CONTRACTOR SHALL COORDINATE ROAD CLOSURES TO THE AREA BEING WORKED CONTRACTOR SHALL COORDINATE ROAD CLOSURES TO THE AREA BEING WORKED AND LIMIT THE EXTENT OF ROAD CLOSURE TO THE MINIMUM PRACTICABLE. 3. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ACCESS TO LOCAL RESIDENTS WITHIN CONTRACTOR IS RESPONSIBLE TO MAINTAIN ACCESS TO LOCAL RESIDENTS WITHIN THE WORK ZONE AT ALL TIMES. CONTRACTOR IS RESPONSIBLE TO MAINTAIN COMMUNICATION WITH RESIDENTS AND THE ENGINEER REGARDING ACCESS AND POTENTIAL IMPACTS. 4. FLAGGER CONTROL MAY BE NECESSARY DURING SPECIFIC PORTIONS OF THE FLAGGER CONTROL MAY BE NECESSARY DURING SPECIFIC PORTIONS OF THE WORK. CONTRACTOR IS RESPONSIBLE TO COORDINATE FLAGGING AND FLAGGER LOCATION WITH ENGINEER AT A MINIMUM OF 48 HOURS IN ADVANCE. 5. CONTRACTOR SHALL MAINTAIN A WATER TRUCK ON SITE AT ALL TIMES TO CONTRACTOR SHALL MAINTAIN A WATER TRUCK ON SITE AT ALL TIMES TO PROVIDE DUST CONTROL UNTIL ALL DISTURBED SOILS ARE STABILIZED. 6. CONTRACTOR SHALL MAINTAIN GRAVEL SURFACES IN A SMOOTH AND RUT FREE CONTRACTOR SHALL MAINTAIN GRAVEL SURFACES IN A SMOOTH AND RUT FREE CONDITION AT ALL TIMES UNTIL PAVING OPERATIONS ARE COMPLETE.

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PROJECT AREA

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ROAD CLOSED

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TO THRU TRAFFIC

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R11-4

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ROAD CLOSED

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TO THRU TRAFFIC

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R11-4

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MAINTAIN ACCESS

engineering and management...town of twisp officials aaron studen alan caswell hans smith hannah...

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