CITY OF SAMMAMISH€¦ · mayor don gerend deputy mayor bob keller city council tom hornish...
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CITY OF SAMMAMISH King County, Washington Vicinity Map NTS 2017 PAVEMENT PROGRAM OVERLAYS
CITY OF SAMMAMISH€¦ · mayor don gerend deputy mayor bob keller city council tom hornish kathleen huckabay christie malchow tom odell ramiro valderra\്a city manager lyman howard
MAYOR DON GEREND DEPUTY MAYOR BOB KELLER CITY COUNCIL TOM HORNISH KATHLEEN HUCKABAY CHRISTIE MALCHOW TOM ODELL RAMIRO VALDERRAMA CITY MANAGER LYMAN HOWARD CITY ENGINEER ANDREW ZAGARS, P.E. PROJECT MANAGER BENJAMIN RESSLER, E.I.T.
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SHEET TABLE
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SHEET #
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DESCRIPTION
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1
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COVER SHEET
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2
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WORK SITE LOCATION MAP & GENERAL NOTES
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3-11
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PAVING PLANS
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12-14
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PLANING AND PATCHING DETAILS
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15-22
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PAVEMENT MARKINGS/EXTRUDED CURBS
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23-26
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UTILITY DETAILS
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27-30
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TRAFFIC CONTROL
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RECOMMENDED FOR APPROVAL: BENJAMIN RESSLER 4/25/2017 BENJAMIN RESSLER 4/25/2017 4/25/2017 PROJECT MANAGER DATE APPROVED BY: ANDREW ZAGARS 4/25/2017 ANDREW ZAGARS 4/25/2017 4/25/2017 4/25/2017 4/25/2017 CITY ENGINEER DATE STEVE LENISZEWSKI 4/25/2017 STEVE LENISZEWSKI 4/25/2017 4/25/2017 4/25/2017 4/25/2017 PUBLIC WORKS DIRECTOR DATE
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4-25-2017
REVISIONS DATENO.1
DATEDESIGNED BYDRAWN BYREVIEWED BY
PROJECT MANAGER / ENGINEER
SHEETPROJECT NUMBER
OF2345
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1-800-424-5555
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2017 Pavement Program - OverlaysVicinity Map
SITE 1
SITE 2, 3 & 4
SITE 5 & 6
SITE 7
SITE 8
INGLEWOOD
NE 16TH ST
SAHALEEWAY
NE 8TH ST
E LA
KE S
AMMAM
ISH P
RKWY
228T
H A
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E
SE 20TH ST
SE 24TH ST
212
AVE
SE
ISSAQUAHPINE
LAKE RD
43RD WAY
SE
BEAV
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LAKE RD
BTRBTR
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VICINITY MAPS AND NOTES 2 30
BUTT JOINT LOCATIONS AND AREAS
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D (FT) AREA (SY)
204 AV NE NE 41 ST 15 65
NE 37 WY 205 PL NE 15 60
203 AV NE NE 39 ST 15 60
NE 39 ST 203 AV NE 15 60
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NE 37 WY 205 PL NE 204 AV NE B 34 785 3095 2 3095 155 30 380 6 5 2 4 2
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204 AV NE NE 38 ST NE 41 ST B 34 1185 4565 2 4565 235 40 560 8 9 1 9 1
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204 CT NE NE 37 WY END A 26 295 1295 2 610 195 35 160 8 2 1 1
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204 PL NE NE 37 PL END A 26 220 1050 2 490 160 30 130 7 2 1 1
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NE 38 PL 204 AV NE END A 26 155 815 2 340 85 15 100 2 1 1
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204 PL NE END NE 37 WY A 26 245 1090 2 525 165 30 135 7 4 1
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NE 38 ST 203 AV NE 204 AV NE B 26 425 1340 2 1340 70 15 170 2 2 1
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NE 38 CT END 203 AV NE C 26 265 1225 2 545 1225 150 150 4 1 1 2 1
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203 AV NE NE 38 ST NE 39 ST B 26 740 2330 2 2330 70 15 285 10 3 1 3
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NE 39 ST 203 AV NE 204 AV NE B 34 430 1800 2 935 220 7 4 2 1 4
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PAVEMENT REPAIR EXCAVATION, INCL. HAUL
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PERMEABLE BALLAST
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EXTRUDED CURB
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PLANING BITUMINOUS PAVEMENT
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ADJUST VALVE BOX - %%U
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CUL-DE-SAC ISLAND RESTORATION
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HMA BASE COURSE EXCAVATION, INCL HAUL
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HMA WIDE THICKENED EDGE
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DRIVEWAY EDGE PLANING, INCL HAUL
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ADJUST MONUMENT CASE AND COVER
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PAVEMENT REPAIR ADDITIONAL EXCAVATION, INCL. HAUL AND BACKFILL
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SITE 1 PREPARATION 1.TRIM AND REMOVE VEGETATION ALONG EDGE OF PAVEMENT. TRIM AND REMOVE VEGETATION ALONG EDGE OF PAVEMENT. 2.REMOVE THERMOPLASTIC. REMOVE THERMOPLASTIC. 3.CLEAN PAVEMENT SURFACE. CLEAN PAVEMENT SURFACE. 4.CRACK SEAL AROUND CUL-DE-SAC JOINTS. COORDINATE CRACK SEAL AROUND CUL-DE-SAC JOINTS. COORDINATE WITH ENGINEER.
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SITE 1 CONSTRUCTION SEQUENCE: 1.INSTALL EROSION AND SEDIMENT CONTROL. INSTALL EROSION AND SEDIMENT CONTROL. 2.PLACE TEMPORARY TRAFFIC CONTROL MEASURES PLACE TEMPORARY TRAFFIC CONTROL MEASURES 3.PLANE HMA SURFACES AND THERMOPLASTIC PLANE HMA SURFACES AND THERMOPLASTIC 4.LOCALIZED PAVEMENT REPAIRS AND BASE COURSE EXCAVATION LOCALIZED PAVEMENT REPAIRS AND BASE COURSE EXCAVATION 5.PLACE HOT MIX ASPHALT PLACE HOT MIX ASPHALT 6.REMOVE EROSION AND SEDIMENT CONTROL REMOVE EROSION AND SEDIMENT CONTROL 7.ADJUST UTILITIES ADJUST UTILITIES 8.INSTALL THERMOPLASTIC AND RAISED PAVEMENT MARKERSINSTALL THERMOPLASTIC AND RAISED PAVEMENT MARKERS
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SITE 1 CONSTRUCTION NOTES 1.COORDINATE WITH ENGINEERING ON PAVING LIMITS COORDINATE WITH ENGINEERING ON PAVING LIMITS BEFORE GRINDING. 2.COORDINATE WITH CONCRETE CONTRACTOR ABOUT COORDINATE WITH CONCRETE CONTRACTOR ABOUT PAVING SCHEDULE.
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BASE COURSE 4" DEEP AGAINST CURB TAPERING UP TO 2" DEEP AT SPECIFIED WIDTH. ADDITIONAL GRINDING PAID AS PLANING.
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3"
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TRIM IVY IN CUL-DE-SAC ISLAND TO EXPOSE ROADWAY AND EXTRUDED CURB. PAVE OVER GUTTER AT THE CUL-DE-SAC ISLAND.
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APPROXIMATE 4% OF AREA IN SITE 1-3, 1-4 AND 1-16 IS ADDITIONAL PAVEMENT REPAIR. MEASUREMENT IS ESTIMATING AN ADDITIONAL DEPTH OF 4" BELOW PAVEMENT REPAIR.
BUTT JOINT LOCATIONS AND AREAS
STREET AT
D (FT) AREA (SY)
206 PL NE NE 37 WY 15 65
NE 36 ST SAHALEE WY 15 135
NE 36 ST SAHALEE DR 15 140
217 PL NE SAHALEE WY 15 90
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1-800-424-5555
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206 PL NE NE 37 WY 204 AV NE B 26 1530 4785 2 4400 145 25 585 16 6 7
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NE 38 ST 206 PL NE END A 26 740 2845 2 1300 285 50 350 7 4 3 1
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207 PL NE NE 38 ST END A 26 165 835 2 405 85 15 105 2 1 1
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NE 36 ST SAHALEE DR SAHALEE WY A 42 410 2025 2 985 205 35 250 5 2
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NE 36 ST END SAHALEE DR A 34 620 2665 2 1465 270 45 330 9 3 3 4 2 150
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211 PL NE NE 36 ST END A 26 380 1900 2 735 190 35 235 12 6 2 1 2 170
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217 PL NE SAHALEE WY END A 22 620 2125 2 1150 215 35 260 13 9 4 4 1 1 1 85
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SITE 1 CONTINUED: TIMBERLINE
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PAVEMENT REPAIR EXCAVATION, INCL. HAUL
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PERMEABLE BALLAST
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EXTRUDED CURB
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PLANING BITUMINOUS PAVEMENT
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HMA FOR PRELEVELING CL. 3/8 IN. PG 64-22
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ADJUST VALVE BOX - %%U
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CUL-DE-SAC ISLAND RESTORATION
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HMA BASE COURSE EXCAVATION, INCL HAUL
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HMA BASE COURSE CL. 1/2 IN. PG 64-22
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HMA WIDE THICKENED EDGE
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DRIVEWAY EDGE PLANING, INCL HAUL
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ADJUST MONUMENT CASE AND COVER
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PAVEMENT REPAIR ADDITIONAL EXCAVATION, INCL. HAUL AND BACKFILL
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SITE 7 PREPARATION 1.TRIM AND REMOVE VEGETATION ALONG EDGE OF PAVEMENT. TRIM AND REMOVE VEGETATION ALONG EDGE OF PAVEMENT. 2.REMOVE THERMOPLASTIC. REMOVE THERMOPLASTIC. 3.REMOVE RAISED PAVEMENT MARKERS. REMOVE RAISED PAVEMENT MARKERS. 4.CLEAN PAVEMENT SURFACE. CLEAN PAVEMENT SURFACE. 5.REMOVE CUL-DE-SAC ISLAND EXTRUDED CURB AT 1-15, REMOVE CUL-DE-SAC ISLAND EXTRUDED CURB AT 1-15, 1-16, AND 1-17. 6.CRACK SEAL AROUND CUL-DE-SAC JOINTS. COORDINATE CRACK SEAL AROUND CUL-DE-SAC JOINTS. COORDINATE WITH ENGINEER.
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SITE 1 CONSTRUCTION NOTES 1.COORDINATE WITH ENGINEERING ON PAVING LIMITS COORDINATE WITH ENGINEERING ON PAVING LIMITS BEFORE GRINDING. 2.COORDINATE WITH CONCRETE CONTRACTOR ABOUT COORDINATE WITH CONCRETE CONTRACTOR ABOUT PAVING SCHEDULE.
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ONE LARGE CUL-DE-SAC ISLAND APPROX THE SIZE OF TWO NORMAL SIZE ISLANDS.
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APPROXIMATE 4% OF AREA IN SITE 1-16 AND 1-17 IS ADDITIONAL PAVEMENT REPAIR. MEASUREMENT IS ESTIMATING AN ADDITIONAL DEPTH OF 4" BELOW PAVEMENT REPAIR.
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NE 22 ST 239 PL NE 236 AV NE A/B 32 1415 5080 2 3380 30 5 570 14 2 2 4 10 350
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NE 22 ST 236 AV NE 15 100
NE 22 ST 237 AV NE 15 65
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NE 22 ST PVMT CHANGE 15 100
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SITE 2 CONSTRUCTION SEQUENCE: 1.INSTALL EROSION AND SEDIMENT CONTROL. INSTALL EROSION AND SEDIMENT CONTROL. 2.PLACE TEMPORARY TRAFFIC CONTROL MEASURES PLACE TEMPORARY TRAFFIC CONTROL MEASURES 3.PLANE HMA SURFACES PLANE HMA SURFACES 4.LOCALIZED PAVEMENT REPAIRS AND BASE COURSE EXCAVATION LOCALIZED PAVEMENT REPAIRS AND BASE COURSE EXCAVATION 5.PLACE HOT MIX ASPHALT PLACE HOT MIX ASPHALT 6.ADJUST UTILITIES ADJUST UTILITIES 7.REMOVE EROSION AND SEDIMENT CONTROL REMOVE EROSION AND SEDIMENT CONTROL 8.INSTALL RAISED PAVEMENT MARKERSINSTALL RAISED PAVEMENT MARKERS
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SITE 2 CONSTRUCTION NOTES 1.COORDINATE WITH ENGINEERING ON PAVING LIMITS COORDINATE WITH ENGINEERING ON PAVING LIMITS BEFORE GRINDING. 2.COORDINATE WITH ENGINEER ABOUT CENTERLINE COORDINATE WITH ENGINEER ABOUT CENTERLINE OF THE PAVEMENT FOR GRINDING. 3.COORDINATE WITH CONCRETE CONTRACTOR ABOUT COORDINATE WITH CONCRETE CONTRACTOR ABOUT PAVING SCHEDULE.
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SITE 2 PREPARATION 1.TRIM AND REMOVE VEGETATION ALONG EDGE OF PAVEMENT. TRIM AND REMOVE VEGETATION ALONG EDGE OF PAVEMENT. 2.REMOVE THERMOPLASTIC. REMOVE THERMOPLASTIC. 3.CLEAN PAVEMENT SURFACE. CLEAN PAVEMENT SURFACE. 4.REMOVE EXTRUDED CURB.REMOVE EXTRUDED CURB.
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FULL WIDTH GRIND TO REESTABLISH CROWN AT THE CENTERLINE. CURRENTLY BREAK IS APPROXIMATELY 13' FROM CURB ON THE NORTH SIDE AND APPROXIMATELY 3' FROM CENTERLINE. ROADWAY ON NORTH SIDE IS ALREADY BELOW FLOW LINE.
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HALF ROAD INLAY. NORTH HALF OF THE ROADWAY WAS RECENTLY PAVED BECAUSE OF NEW CONSTRUCTION.
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REMOVE AND REPLACE EXTRUDED CURB ALONG THE ROADWAY. APPROXIMATELY 350' OF EXTRUDE CURB TO REMOVE AND REPLACE.
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236 AV NE NE 25 WY 15 105
236 AV NE PVMT CHANGE 15 65
239 PL NE NE 25 WY 15 65
239 PL NE PVMT CHANGE 15 60
REVISIONSNO.
1
DATE
DESIGNED BY
DRAWN BY
REVIEWED BY
PROJECT MANAGER / ENGINEER
SHEET
PROJECT NUMBER
OF
2
3
4
5
REVTXT1
REVTEXT2
REVTEXT3
REVTEXT4
REVTEXT5
Call Before You Dig
It's the Law
1-800-424-5555
03
SIT
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WG
4/2
4/2
01
7 1
2:2
8:4
7 P
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3
8
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2
3
7
T
H
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3
9
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5
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3-1
236 AV NE NE 25 WY PVMT CHNG C 34 645 2585 1.5 1405 2585 380 230 5 6 6 1 3 4
3-2
NE 24 PL 236 AV NE 239TH PL NE A 26 1235 3970 1.5 1785 600 100 350 14 8 6 1
3-3
237 CT NE NE 24 PL CUL-DE-SAC A 26 160 905 1.5 390 140 25 80 2 1
3-4
238 PL NE CUL-DE-SAC NE 24 PL A 26 420 1720 1.5 800 260 45 155 6 2 3
3-5
239 PL NE NE 25 WY PVMT CHNG A 34 1020 4335 1.5 2365 390 65 380 12 5 1 6 1
3-5
3-1
3-2
3-3
3-4
TYPICAL OVERLAY SECTION
"A"
3 6
10
2
BTR
BTR
4/25/2017
TYPICAL OVERLAY SECTION
"C" - BASE COURSE
10
4 7
2
1 1
1
NESSWD NESSWD
2017 PAVEMENT PROGRAM OVERLAYS
SITE 3: SUMMER RIDGE
6 30
1
1
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12
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ADJUST MANHOLE - COS
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HMA FOR PAVEMENT REPAIR CL. 1/2 IN. PG 64-22
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HMA CL. 3/8 IN. PG 64-22
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INLET PROTECTION
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ADJUST CATCH BASIN
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ADJUST MANHOLE - %%U
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16
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3
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8
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PAVEMENT REPAIR EXCAVATION, INCL. HAUL
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PERMEABLE BALLAST
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EXTRUDED CURB
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PLANING BITUMINOUS PAVEMENT
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HMA FOR PRELEVELING CL. 3/8 IN. PG 64-22
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ADJUST VALVE BOX - %%U
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ADJUST METER BOX
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7
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HMA CL. 1/2 IN. PG 64-22
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SITE ___ PREPARATION
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17
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CUL-DE-SAC ISLAND RESTORATION
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HMA BASE COURSE EXCAVATION, INCL HAUL
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HMA BASE COURSE CL. 1/2 IN. PG 64-22
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20
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21
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HMA WIDE THICKENED EDGE
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DRIVEWAY EDGE PLANING, INCL HAUL
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22
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ADJUST MONUMENT CASE AND COVER
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PAVEMENT REPAIR ADDITIONAL EXCAVATION, INCL. HAUL AND BACKFILL
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SITE 3 PREPARATION 1.TRIM AND REMOVE VEGETATION ALONG EDGE OF PAVEMENT. TRIM AND REMOVE VEGETATION ALONG EDGE OF PAVEMENT. 2.REMOVE THERMOPLASTIC. REMOVE THERMOPLASTIC. 3.CLEAN PAVEMENT SURFACE. CLEAN PAVEMENT SURFACE. 4.CRACK SEAL AROUND CUL-DE-SAC JOINTS. COORDINATE CRACK SEAL AROUND CUL-DE-SAC JOINTS. COORDINATE WITH ENGINEER.
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SITE 3 CONSTRUCTION SEQUENCE: 1.INSTALL EROSION AND SEDIMENT CONTROL. INSTALL EROSION AND SEDIMENT CONTROL. 2.PLACE TEMPORARY TRAFFIC CONTROL MEASURES PLACE TEMPORARY TRAFFIC CONTROL MEASURES 3.PLANE HMA SURFACES PLANE HMA SURFACES 4.LOCALIZED PAVEMENT REPAIRS AND BASE COURSE EXCAVATION LOCALIZED PAVEMENT REPAIRS AND BASE COURSE EXCAVATION 5.PLACE HOT MIX ASPHALT PLACE HOT MIX ASPHALT 6.ADJUST UTILITIES ADJUST UTILITIES 7.REMOVE EROSION AND SEDIMENT CONTROL REMOVE EROSION AND SEDIMENT CONTROL 8.INSTALL RAISED PAVEMENT MARKERSINSTALL RAISED PAVEMENT MARKERS
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BASE COURSE 4" DEEP AGAINST CURB TAPERING UP TO 1.5" DEEP AT SPECIFIED WIDTH. ADDITIONAL GRINDING PAID AS PLANING.
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3"
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SITE 3 CONSTRUCTION NOTES 1.COORDINATE WITH ENGINEERING ON PAVING LIMITS COORDINATE WITH ENGINEERING ON PAVING LIMITS BEFORE GRINDING. 2.COORDINATE WITH CONCRETE CONTRACTOR ABOUT COORDINATE WITH CONCRETE CONTRACTOR ABOUT PAVING SCHEDULE.
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EXCAVATE ADDITIONAL 4" BELOW BASE COURSE LIMITS AND REBUILD SUBBASE W/ CSBC IN APPROX 17' X 20' SECTION. PAID FOR AS "Pavement Repair Additional Excavation Incl. Haul and Backfill".
BUTT JOINT LOCATIONS AND AREAS
STREET AT
D (FT) AREA (SY)
232 PL NE NE 22 ST 15 75
232 PL NE NE 19 DR 15 110
234 AV NE NE 22 ST 15 105
NE 23 ST 236 AVE NE 15 90
REVISIONSNO.
1
DATE
DESIGNED BY
DRAWN BY
REVIEWED BY
PROJECT MANAGER / ENGINEER
SHEET
PROJECT NUMBER
OF
2
3
4
5
REVTXT1
REVTEXT2
REVTEXT3
REVTEXT4
REVTEXT5
Call Before You Dig
It's the Law
1-800-424-5555
03
SIT
ES
.D
WG
4/2
4/2
01
7 1
2:1
3:1
0 P
M
2
3
3
R
D
A
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N
E
2
3
4
T
H
A
V
E
N
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NE 23RD ST
NE 20TH PL
NE 21TH PL
232R
D P
L N
E
NE
21S
T S
T
2
3
5
T
H
P
L
N
E
236T
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NE 22TH ST
236T
H
A
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NE 24TH PL
NE 19TH DR
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4-1
232 PL NE NE 19 DR NE 22 ST A/C 26 820 3165 1.5 1760 85 1480 15 220 290 5 6 4 2 8
4-2
NE 21 PL END 232 PL NE A 26 360 2045 1.5 830 205 35 190 4 3 1
4-3
NE 20 PL 232 PL NE END A 26 220 1105 1.5 495 90 15 105 5 1 1 1 85
4-4
234 AV NE NE 22 ST NE 23 ST A 26 460 1455 1.5 740 75 15 135 3 2 2
4-5
234 CT NE NE 23 ST END A 50 85 755 1.5 305 115 20 70 1 2 1
4-6
NE 23 ST 234 AV NE 236 AV NE A 26 775 2995 1.5 1275 300 50 275 10 6 4 4
4-7
235 CT NE END NE 23 ST A 26 130 865 1.5 360 45 10 80 2 1 2
4-8
NE 21 ST END 236 AV NE A 26 500 1975 1.5 840 100 20 185 8 4 2 3 1
4-9
235 PL NE END NE 21 ST A 26 360 1630 1.5 720 85 15 150 4 2 2
4-1
4-2
4-3
4-4
4-5
4-6
4-7
4-8
4-9
TYPICAL OVERLAY SECTION
"A"
3 6
10
2
BTR
BTR
4/25/2017
TYPICAL OVERLAY SECTION
"C" - BASE COURSE
10
4 7
2
1 1
1
NESSWD NESSWD
2017 PAVEMENT PROGRAM OVERLAYS
SITE 4: SUFFIELD
7 30
1
1
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12
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ADJUST MANHOLE - COS
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HMA FOR PAVEMENT REPAIR CL. 1/2 IN. PG 64-22
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HMA CL. 3/8 IN. PG 64-22
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INLET PROTECTION
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ADJUST CATCH BASIN
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ADJUST MANHOLE - %%U
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16
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3
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8
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2
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5
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PAVEMENT REPAIR EXCAVATION, INCL. HAUL
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PERMEABLE BALLAST
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EXTRUDED CURB
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PLANING BITUMINOUS PAVEMENT
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HMA FOR PRELEVELING CL. 3/8 IN. PG 64-22
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ADJUST VALVE BOX - %%U
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ADJUST METER BOX
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7
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HMA CL. 1/2 IN. PG 64-22
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1
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SITE ___ PREPARATION
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17
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CUL-DE-SAC ISLAND RESTORATION
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18
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HMA BASE COURSE EXCAVATION, INCL HAUL
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19
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HMA BASE COURSE CL. 1/2 IN. PG 64-22
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20
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21
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HMA WIDE THICKENED EDGE
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DRIVEWAY EDGE PLANING, INCL HAUL
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22
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ADJUST MONUMENT CASE AND COVER
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PAVEMENT REPAIR ADDITIONAL EXCAVATION, INCL. HAUL AND BACKFILL
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4
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6
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SITE 4 PREPARATION 1.TRIM AND REMOVE VEGETATION ALONG EDGE OF PAVEMENT. TRIM AND REMOVE VEGETATION ALONG EDGE OF PAVEMENT. 2.CLEAN PAVEMENT SURFACE. CLEAN PAVEMENT SURFACE. 3.REMOVE CUL-DE-SAC ISLAND EXTRUDED CURB IN SITE 4-3. REMOVE CUL-DE-SAC ISLAND EXTRUDED CURB IN SITE 4-3. 4.CRACK SEAL AROUND CUL-DE-SAC JOINTS. COORDINATE CRACK SEAL AROUND CUL-DE-SAC JOINTS. COORDINATE WITH ENGINEER.
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1
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SITE 4 CONSTRUCTION SEQUENCE: 1.INSTALL EROSION AND SEDIMENT CONTROL. INSTALL EROSION AND SEDIMENT CONTROL. 2.PLACE TEMPORARY TRAFFIC CONTROL MEASURES PLACE TEMPORARY TRAFFIC CONTROL MEASURES 3.REMOVE CONCRETE EXTRUDED CURB REMOVE CONCRETE EXTRUDED CURB 4.PLANE HMA SURFACES PLANE HMA SURFACES 5.LOCALIZED PAVEMENT REPAIRS AND BASE COURSE EXCAVATION LOCALIZED PAVEMENT REPAIRS AND BASE COURSE EXCAVATION 6.PLACE HOT MIX ASPHALT PLACE HOT MIX ASPHALT 7.ADJUST UTILITIES ADJUST UTILITIES 8.PLACE CONCRETE EXTRUDED CURB AND RESTORE PLACE CONCRETE EXTRUDED CURB AND RESTORE CUL-DE-SAC ISLANDS 9.REMOVE EROSION AND SEDIMENT CONTROL REMOVE EROSION AND SEDIMENT CONTROL 10.INSTALL RAISED PAVEMENT MARKERSINSTALL RAISED PAVEMENT MARKERS
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BASE COURSE 4" DEEP AGAINST CURB TAPERING UP TO 1.5" DEEP AT SPECIFIED WIDTH. ADDITIONAL GRINDING PAID AS PLANING.
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3"
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SITE 4 CONSTRUCTION NOTES 1.COORDINATE WITH ENGINEERING ON PAVING LIMITS COORDINATE WITH ENGINEERING ON PAVING LIMITS BEFORE GRINDING. 2.COORDINATE WITH CONCRETE CONTRACTOR ABOUT COORDINATE WITH CONCRETE CONTRACTOR ABOUT PAVING SCHEDULE.
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COORDINATE BASE COURSE EXCAVATION LIMITS WITH ENGINEER.
BUTT JOINT LOCATIONS AND AREAS
STREET AT
D (FT) AREA (SY)
NE 8 ST 216 AV NE 15 100
9
TYPICAL OVERLAY SECTION
"E" - NO C/G
13
REVISIONSNO.
1
DATE
DESIGNED BY
DRAWN BY
REVIEWED BY
PROJECT MANAGER / ENGINEER
SHEET
PROJECT NUMBER
OF
2
3
4
5
REVTXT1
REVTEXT2
REVTEXT3
REVTEXT4
REVTEXT5
Call Before You Dig
It's the Law
1-800-424-5555
03
SIT
ES
.D
WG
4/2
4/2
01
7 1
2:1
3:2
4 P
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9T
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NE 8TH ST
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5-1
NE 8 ST 216 AVE NE END F 22 1345 3250 1.5 100 65 20 15 300 300 45 2 6 4 415
5-2
216 PL NE NE 8 ST END F 28 180 915 1.5 85 85 10 1 1
5-3
217 PL NE NE 8 ST END F 28 180 845 1.5 70 15 80 10 1
5-4
218 AV NE NE 8 ST END F 22 270 1180 1.5 20 110 110 10 1 1
5-5
NE 9 ST 218 AV NE END F 22 460 1445 1.5 50 50 10 135 135 15 1 2 1
5-6
218 PL NE END NE 8 ST F 20 480 1750 1.5 175 165 165 15 1
5-7
218 AV NE END NE 8 ST E 28 420 1625 1.5 130 25 150 15 1
5-1
5-2
5-3
5-4
5-5
5-6
5-7
9
TYPICAL OVERLAY SECTION
"F" - TWO LIFTS, NO C/G
138
BTR
BTR
4/25/2017
3 6
36
NESSWD NESSWD
2017 PAVEMENT PROGRAM OVERLAYS
SITE 5: FIRSTMARK
8 30
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1
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INLET PROTECTION
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ADJUST CATCH BASIN
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3
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2
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PAVEMENT REPAIR EXCAVATION, INCL. HAUL
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PERMEABLE BALLAST
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EXTRUDED CURB
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PLANING BITUMINOUS PAVEMENT
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HMA FOR PRELEVELING CL. 3/8 IN. PG 64-22
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ADJUST VALVE BOX - %%U
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ADJUST METER BOX
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CUL-DE-SAC ISLAND RESTORATION
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HMA BASE COURSE EXCAVATION, INCL HAUL
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HMA WIDE THICKENED EDGE
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DRIVEWAY EDGE PLANING, INCL HAUL
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ADJUST MONUMENT CASE AND COVER
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PAVEMENT REPAIR ADDITIONAL EXCAVATION, INCL. HAUL AND BACKFILL
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SITE 5 CONSTRUCTION SEQUENCE: 1.INSTALL EROSION AND SEDIMENT CONTROL. INSTALL EROSION AND SEDIMENT CONTROL. 2.PLACE TEMPORARY TRAFFIC CONTROL MEASURES PLACE TEMPORARY TRAFFIC CONTROL MEASURES 3.REMOVE CONCRETE EXTRUDED CURB REMOVE CONCRETE EXTRUDED CURB 4.PLANE HMA SURFACES AND IN FRONT OF DRIVEWAYS PLANE HMA SURFACES AND IN FRONT OF DRIVEWAYS 5.LOCALIZED PAVEMENT REPAIRS LOCALIZED PAVEMENT REPAIRS 6.PLACE 1.5" PAVEMENT PRELEVEL PLACE 1.5" PAVEMENT PRELEVEL 7.PLACE HOT MIX ASPHALT PLACE HOT MIX ASPHALT 9.ADJUST UTILITIES ADJUST UTILITIES 10.REMOVE EROSION AND SEDIMENT CONTROL REMOVE EROSION AND SEDIMENT CONTROL 11.INSTALL RAISED PAVEMENT MARKERSINSTALL RAISED PAVEMENT MARKERS
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SITE 5 PREPARATION 1.TRIM AND REMOVE VEGETATION ALONG EDGE OF PAVEMENT. TRIM AND REMOVE VEGETATION ALONG EDGE OF PAVEMENT. 2.EXPOSE EDGE OF PAVEMENT. EXPOSE EDGE OF PAVEMENT. 3.CLEAN PAVEMENT SURFACE. CLEAN PAVEMENT SURFACE. 4.REMOVE EXTRUDED CURB (5-1 APPROX 415 LF).REMOVE EXTRUDED CURB (5-1 APPROX 415 LF).
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SITE 5 CONSTRUCTION NOTES 1.COORDINATE WITH ENGINEERING ON PAVING LIMITS COORDINATE WITH ENGINEERING ON PAVING LIMITS BEFORE GRINDING.
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TIE INTO EXISTING WATER BERM.
BUTT JOINT LOCATIONS AND AREAS
STREET AT
D (FT) AREA (SY)
NE 1 ST 218 AV NE 15 110
NE 4 ST 216 AV NE 15 140
222 AV NE PVMT CHANGE 15 65
222 AV NE PVMT CHANGE 15 65
REVISIONSNO.
1
DATE
DESIGNED BY
DRAWN BY
REVIEWED BY
PROJECT MANAGER / ENGINEER
SHEET
PROJECT NUMBER
OF
2
3
4
5
REVTXT1
REVTEXT2
REVTEXT3
REVTEXT4
REVTEXT5
Call Before You Dig
It's the Law
1-800-424-5555
03
SIT
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WG
4/2
4/2
01
7 1
2:2
7:5
0 P
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6-1
NE 4 ST 216 AV NE 221 AV NE F 22 1495 4990 1.5 140 35 460 460 25 2 6
6-2
218 AV NE NE 4 ST END E 22 490 1655 1.5 155 10 1
6-3
219 AV NE NE 4 ST END E 22 340 970 1.5 90 10 1
6-4
219 AV NE END NE 4 ST F 22 445 1425 1.5 60 135 135 10 2
6-5
221 AV NE NE 1 ST NE 4 ST C/F 22 1400 4185 1.5 450 385 385 45 5 5 1 85
6-6
NE 1 ST 218 AV NE 221 AV NE C/F 22 1330 3405 1.5 370 20 315 315 45 5 6
6-7
NE 3 PL 221 AV NE 222 AV NE F 22 380 1005 1.5 95 95 100
6-8
222 AV NE NE 2 ST INGLEWOOD F 22 790 2070 1.5 130 200 200 10 20 1 7 2
6-1
6-2
6-3
6-5
6-6
6-7
6-8
6-4
BTR
BTR
4/25/2017
9
TYPICAL OVERLAY SECTION
"E" - NO C/G
13
9
TYPICAL OVERLAY SECTION
"F" - TWO LIFTS, NO C/G
138
3 6
3 6
TYPICAL OVERLAY SECTION
"C" - BASE COURSE
9
4 7
2
1 1
1
NESSWDNESSWD
2017 PAVEMENT PROGRAM OVERLAYS
SITE 6: WASHINGTON PARK
9 30
1
1
2
2
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DRIVEWAY EDGE PLANING, INCL HAUL
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PAVEMENT REPAIR ADDITIONAL EXCAVATION, INCL. HAUL AND BACKFILL
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SITE 6 PREPARATION 1.TRIM AND REMOVE VEGETATION ALONG EDGE OF PAVEMENT. TRIM AND REMOVE VEGETATION ALONG EDGE OF PAVEMENT. 2.REMOVE THERMOPLASTIC. REMOVE THERMOPLASTIC. 3.REMOVE DELINEATORS. REMOVE DELINEATORS. 4.EXPOSE EDGE OF PAVEMENT. EXPOSE EDGE OF PAVEMENT. 5.CLEAN PAVEMENT SURFACE.CLEAN PAVEMENT SURFACE.
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SITE 6 CONSTRUCTION SEQUENCE: 1.INSTALL EROSION AND SEDIMENT CONTROL. INSTALL EROSION AND SEDIMENT CONTROL. 2.PLACE TEMPORARY TRAFFIC CONTROL MEASURES PLACE TEMPORARY TRAFFIC CONTROL MEASURES 3.REMOVE CONCRETE EXTRUDED CURB REMOVE CONCRETE EXTRUDED CURB 4.PLANE HMA SURFACES AND IN FRONT OF DRIVEWAYS PLANE HMA SURFACES AND IN FRONT OF DRIVEWAYS 5.LOCALIZED PAVEMENT REPAIRS AND BASE COURSE EXCAVATIONS LOCALIZED PAVEMENT REPAIRS AND BASE COURSE EXCAVATIONS 6.PLACE HOT MIX ASPHALT PLACE HOT MIX ASPHALT 8.ADJUST UTILITIES ADJUST UTILITIES 9.REMOVE EROSION AND SEDIMENT CONTROL REMOVE EROSION AND SEDIMENT CONTROL 10.PLACE CONCRETE EXTRUDED CURB AND RESTORE CUL-DE-SAC ISLANDS PLACE CONCRETE EXTRUDED CURB AND RESTORE CUL-DE-SAC ISLANDS 11.INSTALL RAISED PAVEMENT MARKERS INSTALL RAISED PAVEMENT MARKERS 12.PLACE SHOULDER BALLASTPLACE SHOULDER BALLAST
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BASE COURSE 4" DEEP AGAINST CURB TAPERING UP TO 1.5" DEEP AT SPECIFIED WIDTH. ADDITIONAL GRINDING PAID AS PLANING.
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SITE 6 CONSTRUCTION NOTES 1.COORDINATE WITH ENGINEERING ON PAVING LIMITS COORDINATE WITH ENGINEERING ON PAVING LIMITS BEFORE GRINDING.
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EXCAVATE ADDITIONAL 4" BELOW BASE COURSE LIMITS AND REBUILD SUBBASE W/ CSBC APPROX AREA 20' X 40'. PAID FOR AS "Pavement Repair Additional Excavation Incl. Haul and Backfill".
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REPLACE ASPHALT BERM IN DRIVEWAY AFTER OVERLAY
BUTT JOINT LOCATIONS AND AREAS
STREET AT
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217 AV SE SE 28 ST 15 70
218 AV SE SE 28 ST 15 80
SE 30 PL PVMT CHANGE 15 75
213 PL SE SE 32 ST 15 100
214 PL SE SE 32 ST 15 90
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It's the Law
1-800-424-5555
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SE 30 PL 217 AV SE 218 AV SE A/G 26 / 36 355 1375 1.5 235 130 415 10 2 2
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SE 30 PL 218 AV SE PVMT CHNG G 42 125 1335 1.5 280 80 15 125 545 9 10 1 4
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218 AV SE END SE 28 ST G 30 / 42 1125 4830 1.5 2575 100 15 445 2140 35 9 6 6 5 7 3 3
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SE 30 CT 218 AV SE END G 30 150 945 1.5 330 20 5 90 380 10 1 1 1 1
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SE 29 CT 218 AV SE END G 30 175 910 1.5 3885 20 5 85 395 10 1 1 1 1 1
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BTR
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SITE 7 PREPARATION 1.TRIM AND REMOVE VEGETATION ALONG EDGE OF PAVEMENT. TRIM AND REMOVE VEGETATION ALONG EDGE OF PAVEMENT. 2.REMOVE THERMOPLASTIC. REMOVE THERMOPLASTIC. 3.CLEAN PAVEMENT SURFACE.CLEAN PAVEMENT SURFACE.
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SITE 7 CONSTRUCTION SEQUENCE: 1.INSTALL EROSION AND SEDIMENT CONTROL. INSTALL EROSION AND SEDIMENT CONTROL. 2.PLACE TEMPORARY TRAFFIC CONTROL MEASURES PLACE TEMPORARY TRAFFIC CONTROL MEASURES 3.PLANE HMA SURFACES PLANE HMA SURFACES 4.LOCALIZED PAVEMENT REPAIRS LOCALIZED PAVEMENT REPAIRS 5.PLACE HOT MIX ASPHALT PLACE HOT MIX ASPHALT 6.ADJUST UTILITIES ADJUST UTILITIES 7.SEAL JOINT BETWEEN THICKENED EDGE AND NEW PAVEMENT. SEAL JOINT BETWEEN THICKENED EDGE AND NEW PAVEMENT. 8.REMOVE EROSION AND SEDIMENT CONTROLREMOVE EROSION AND SEDIMENT CONTROL
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SITE 7 CONSTRUCTION NOTES 1.COORDINATE WITH ENGINEERING ON PAVING LIMITS COORDINATE WITH ENGINEERING ON PAVING LIMITS BEFORE GRINDING. 2.COORDINATE WITH CONCRETE CONTRACTOR ABOUT COORDINATE WITH CONCRETE CONTRACTOR ABOUT PAVING SCHEDULE.
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EXCAVATE ADDITIONAL 4" BELOW PATCHING LIMITS AND REBUILD SUBBASE W/ CSBC APPROX AREA 20' X 20'. PAID FOR AS "Pavement Repair Additional Excavation Incl. Haul and Backfill".
BUTT JOINT LOCATIONS AND AREAS
STREET AT
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243 AV SE KLAHANIE BLVD 15 125
243 AV SE SE 43 PL 15 100
243 AV SE PVMT CHANGE 15 45
242 AV SE PVMT CHANGE 15 60
242 AV SE SE 45 ST 15 125
242 AV SE SE 45 PL 15 115
242 AV SE PVMT CHANGE 15 60
242 AV SE SE 46 PL 15 95
242 AV SE SE 46 WY 15 85
242 AV SE SE 47 CT 15 95
242 AV SE PVMT CHANGE 15 45
244 PL SE SE 47 CT 15 85
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It's the Law
1-800-424-5555
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8-1 243 AV SE KLA. BLVD PVMT CHG C 26 860 2865 2 1540 2865 350 350 15 6 7 5
8-2 242 AV SE SE 45 ST PVMT CHG C 34 955 3840 2 2315 3840 470 470 12 8 2 8 10
8-3 242 AV SE SE 46 PL PVMT CHG C/D 26 655 2120 2 1185 35 1105 10 135 260 7 5 2 6 5
8-4 SE 47 ST 242 AV SE 244 PL SE A/C 26 840 230 2 1490 485 920 85 115 395 9 6 1 6 2
8-5 244 PL SE SE 46 CT SE 47 ST C 26 1000 3160 2 1730 3160 390 390 12 5 4 8
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BTR
4/25/2017
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SITE 8 PREPARATION 1.TRIM AND REMOVE VEGETATION ALONG EDGE OF PAVEMENT. TRIM AND REMOVE VEGETATION ALONG EDGE OF PAVEMENT. 2.REMOVE THERMOPLASTIC. REMOVE THERMOPLASTIC. 3.CLEAN PAVEMENT SURFACE.CLEAN PAVEMENT SURFACE.
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SITE 8 CONSTRUCTION SEQUENCE: 1.INSTALL EROSION AND SEDIMENT CONTROL. INSTALL EROSION AND SEDIMENT CONTROL. 2.PLACE TEMPORARY TRAFFIC CONTROL MEASURES PLACE TEMPORARY TRAFFIC CONTROL MEASURES 3.PLANE HMA SURFACES AND THERMOPLASTIC PLANE HMA SURFACES AND THERMOPLASTIC 4.LOCALIZED PAVEMENT REPAIRS AND BASE COURSE EXCAVATION LOCALIZED PAVEMENT REPAIRS AND BASE COURSE EXCAVATION 5.PLACE HOT MIX ASPHALT PLACE HOT MIX ASPHALT 6.REMOVE EROSION AND SEDIMENT CONTROL REMOVE EROSION AND SEDIMENT CONTROL 7.ADJUST UTILITIES ADJUST UTILITIES 8.INSTALL THERMOPLASTIC AND RAISED PAVEMENT MARKERSINSTALL THERMOPLASTIC AND RAISED PAVEMENT MARKERS
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BASE COURSE 4" DEEP AGAINST CURB TAPERING UP TO 2" DEEP AT SPECIFIED WIDTH. ADDITIONAL GRINDING PAID AS PLANING.
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BASE COURSE 4" DEEP AGAINST CURB TAPERING UP TO 2" DEEP AT SPECIFIED WIDTH. ADDITIONAL GRINDING PAID AS PLANING.
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SITE 1 CONSTRUCTION NOTES 1.COORDINATE WITH ENGINEERING ON PAVING LIMITS COORDINATE WITH ENGINEERING ON PAVING LIMITS BEFORE GRINDING. 2.COORDINATE WITH CONCRETE CONTRACTOR ABOUT COORDINATE WITH CONCRETE CONTRACTOR ABOUT PAVING SCHEDULE.
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TYPICAL INTERSECTION
INTERSECTION PLANING AND PAVING DETAIL
NOTES:
THRU STREET
LEGEND:
MATCH JOINT AT SIDE STREET
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DATE
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BTR
4/25/2017
2017 PAVEMENT PROGRAM OVERLAYS
PLANING DETAILS
12 30
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Call Before You Dig It's the Law 1-800-424-5555
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EDGE PLANING AT EXISTING CURB LINE
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LEGEND:
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1
DATE
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BTR
4/25/2017
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W = 7' WHEN DISTANCE FROM EDGE OF PAVEMENT TO CROWN IS LESS THAN 15'. W = 10' WHEN DISTANCE FROM EDGE OF PAVEMENT TO CROWN IS GREATER THAN 15'.
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GRADE BREAK
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REMOVE EXISTING CURB AND EXPOSE PAVEMENT EDGE PRIOR TO PLACING OVERLAY.
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GRIND PAVEMENT AT FLOWLINE TO MAINTAIN EXISTING THICKENED EDGE AND FLOW LINE. ALTERNATE CONSTRUCTION: GRIND FULL DEPTH OF THICKENED EDGE. IN THE SAME WORK DAY, PLACE AND COMPACT A NEW THICK EDGE LESS THE THICKNESS OF THE PROPOSED OVERLAY. HMA FOR REPLACE THE THICKENED EDGE PAID FOR AS "HMA for Pavement Repair Cl 1/2 IN. PG 64-22".
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Call Before You Dig It's the Law 1-800-424-5555
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BTR
4/25/2017
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CONSTRUCTION NOTES 1.PATCHING SHALL BE DONE IN ACCORDANCE WITH SECTION 5-04.3(5)E ACCEPT AS MODIFIED IN THIS DETAIL. PATCHING SHALL BE DONE IN ACCORDANCE WITH SECTION 5-04.3(5)E ACCEPT AS MODIFIED IN THIS DETAIL. 2.THE EDGES OF THE EXISTING PAVEMENT SHALL BE SQUARED OFF TO FORM A UNIFORM SHAPE WITH EDGES THE EDGES OF THE EXISTING PAVEMENT SHALL BE SQUARED OFF TO FORM A UNIFORM SHAPE WITH EDGES TRANSVERSE AND PARALLEL TO THE ROADWAY. 3.PLACE HMA IN MAXIMUM LIFTS OF 0.35' PLACE HMA IN MAXIMUM LIFTS OF 0.35' 4.JOINT SEALANT IS NOT NECESSARY WHEN PATCH WILL BE OVERLAYED.JOINT SEALANT IS NOT NECESSARY WHEN PATCH WILL BE OVERLAYED.
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PLANED OR EXISTING SURFACE TO BE OVERLAYED
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SUBGRADE
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(T) TYPICAL PATCH THICKNESS BY STREET TYPE LOCALS 3" 3" MINOR ARTERIAL4" 4" COLLECTORS 4" 4" PRINCIPAL ARTERIAL8"8"
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Call Before You Dig It's the Law 1-800-424-5555
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04PATCHING_GRINDING.DWG
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4/24/2017 9:15:38 AM
TRAFFIC ITEMS SUMMARY
REVISIONS DATENO.
1
DATE
DESIGNED BY
DRAWN BY
REVIEWED BY
PROJECT MANAGER / ENGINEER
SHEET
PROJECT NUMBER
OF
2
3
4
5
REVTXT1
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4/24/2017 9:20:31 A
M
NE 16TH ST
S
A
H
A
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E
E
W
A
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NE 8TH ST
E
L
A
K
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A
M
M
A
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H
P
R
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W
Y
228T
H A
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S
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SE 20TH ST
SE 24TH ST
212 A
VE
S
E
I
S
S
A
Q
U
A
H
P
I
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LA
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4
3
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A
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E
BE
AV
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L
A
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D
2017 PAVEMENT PROGRAM OVERLAYS
CHANNELIZATION - VICINITY MAP
15 30
BTR
BTR
4/25/2017
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ITEM
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UNIT
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SITE 1
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SITE 2
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SITE 3
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SITE 4
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SITE 5
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SITE 6
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SITE 7
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SITE 8
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PAINT LINE
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L.F. (WHITE)
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50
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1080
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L.F. (YELLOW)
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PAINTED WIDE LINE
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L.F.
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200
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PLASTIC WIDE LINE
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L.F.
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PLASTIC CROSSWALK LINE
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S.F.
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135
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120
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PLASTIC STOP LINE
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L.F.
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110
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35
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PLASTIC TRAFFIC ARROW
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EACH
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2
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PLASTIC TRAFFIC LETTER
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EACH
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RAISED PAVEMENT MARKER TYPE 2
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HUND (WW)
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.5
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HUND (YY)
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RAISED PAVEMENT MARKER TYPE 1
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HUND (WHITE)
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.5
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.1
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HUND (YELLOW)
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FLEXIBLE GUIDE POST
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EA
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24
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BIKE SYMBOL
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EA
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2
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GENERAL NOTES: 1.NEW PAVEMENT MARKINGS LAYOUT TO MATCH EXISTING UNLESS OTHERWISE DIRECTED BY NEW PAVEMENT MARKINGS LAYOUT TO MATCH EXISTING UNLESS OTHERWISE DIRECTED BY ENGINEER. COORDINATE WITH THE ENGINEER PRIOR TO PRELIMINARY LOCATION OF PAVEMENT MARKINGS. 2.FOG LINES TO BE WRAPPED AROUND INTERSECTIONS AS DIRECTED BY ENGINEER.FOG LINES TO BE WRAPPED AROUND INTERSECTIONS AS DIRECTED BY ENGINEER.
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2017 Pavement Program - Overlays Vicinity Map
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INGLEWOOD
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NE 8TH ST
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E LAKE SAMMAMISH PRKWY
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SE 24TH ST
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212 AVE SE
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43RD WAY
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SE
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Call Before You Dig It's the Law 1-800-424-5555
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SITE 1
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SITE 2, 3 & 4
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SITE 5 & 6
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SITE 7
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SITE 8
REVISIONS DATENO.
1
DATE
DESIGNED BY
DRAWN BY
REVIEWED BY
PROJECT MANAGER / ENGINEER
SHEET
PROJECT NUMBER
OF
2
3
4
5
REVTXT1
REVTEXT2
REVTEXT3
REVTEXT4
REVTEXT5
05P
VM
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4/18/2017 4:55:47 P
M
2017 PAVEMENT PROGRAM OVERLAYS
BTR
BTR
4/25/2017
CHANNELIZATION - LEFT TURN LANES
16 30
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10'
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%%UTWO-WAY LEFT TURN LANE
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C
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15'
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10'
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L
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40'
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TYPE 2YY RPM
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4" YELLOW SKIP LINE
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TYPE 2YY RPM
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16" THERMOPLASTIC STOP LINE
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20'
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TYPE 2W RPM
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8" WHITE THERMOPLASTIC WIDE LINE
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4" YELLOW SOLID LINE
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40'
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4" DOUBLE YELLOW CENTERLINE
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4" WHITE EDGE LINE
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(FOR STOP-CONTROLLED OR
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SIGNAL-CONTROLLED
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INTERSECTIONS ONLY)
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30'
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12' LANE
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SEE STD DWG 4-03
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SEE STD DWG 4-03
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SEE STD DWG 4-03
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LEFT TURN LANE AND MEDIAN
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Call Before You Dig It's the Law 1-800-424-5555
1. WSDOT DETAIL M-0.50.02
2. 2' x 6' WHITE BIKE LANE ARROW
3. BIKE RIDER SYMBOL
6' - 0"
1' - 0"
2' - 8"
3' - 0"
3"
6"
TR
AF
FIC
EDGE OF
BIKE LANE
2
BICYCLE
LANE
`
WIDE LANE LINE
3
6' - 0"
6' - 0"
6' - 0"
6' - 0"
3' - 4"
GRID IS 1" SQUARE
REVISIONS DATENO.
1
DATE
DESIGNED BY
DRAWN BY
REVIEWED BY
PROJECT MANAGER / ENGINEER
SHEET
PROJECT NUMBER
OF
2
3
4
5
REVTXT1
REVTEXT2
REVTEXT3
REVTEXT4
REVTEXT5
05P
VM
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4/18/2017 4:55:59 P
M
BTR
BTR
4/25/2017
2017 PAVEMENT PROGRAM OVERLAYS
CHANNELIZATION - VEHICLES AND BICYCLES
17 30
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(R4-4)
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POCKET LENGTH SHALL BE SUPPORTED BY TRAFFIC ANALYSIS
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YIELD TO BIKES
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(R4-4)
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BEGIN
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36"
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30"
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RIGHT TURN LANE
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R
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BIKE LANE WIDTH SHALL BE 5 FT.
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3
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3
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8" WHITE THERMOPLASTIC WIDE LINE
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1.
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2.
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4.
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5.
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6.
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IF R > 45 FT., A RAISED ISLAND FOR RIGHT TURN CHANNELIZATION IS RECOMMENDED.
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PLACE R3-18 SIGN IF THE BIKE LANE TERMINATES AT OR BEFORE THE APPROACHING INTERSECTION.
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RIGHT TURN LANES, LEFT TURN LANES, AND TWO-WAY LEFT TURN LANES SHALL BE 12 FT. IN WIDTH.
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TURN LANE ARROWS SHALL BEGIN AT THE START OF THE TURN LANE AND 40 FT. BEHIND THE STOP LINE. IF NEEDED LONGER LANES MAY BE REQUIRED. ADDITIONAL ARROWS 150 FT. APART.
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100' MIN.
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L'=(3)(POSTED SPEED LIMIT)
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300' SPACING BETWEEN PAINTED BICYCLE MARKINGS
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BEGIN BIKE LANE LINE AT END OF CURB RETURN.
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8" WHITE PAINTED LINE
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8" WHITE PAINTED LINE
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8" WHITE PAINTED LINE
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8" BIKE LANE EXTENSION LINE SEE STD DWG 4-03
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NOTES
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R
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8" WHITE PAINTED LINE
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8" PAINTED EXTENSION LINE
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8" WHITE THERMOPLASTIC WIDE LINE
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BEGIN BIKE LANE LINE AT END OF CURB RETURN.
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MARK LANE SYMBOLS 300' O.C.
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100' MIN.
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L'=(3)(POSTED SPEED LIMIT)
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(R4-4)
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3
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BIKE SYMBOL WSDOT DETAIL M-9.50.02
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NOT TO SCALE
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NOTES
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Call Before You Dig It's the Law 1-800-424-5555
REVISIONS DATENO.
1
DATE
DESIGNED BY
DRAWN BY
REVIEWED BY
PROJECT MANAGER / ENGINEER
SHEET
PROJECT NUMBER
OF
2
3
4
5
REVTXT1
REVTEXT2
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05P
VM
T M
AR
KIN
GS
.D
WG
4/18/2017 4:56:14 P
M
BTR
BTR
4/25/2017
2017 PAVEMENT PROGRAM OVERLAYS
PAVEMENT MARKINGS
18 30
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4" WHITE SKIP LINE
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%%USINGLE LANE TWO-WAY TRAFFIC
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4" YELLOW SKIP LINE
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15'
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%%ULANE SEPARATION
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10'
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TYPE 2W RPM
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40'
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10'
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TYPE 2YY RPM
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15'
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30'
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%%UALTERNATE LANE MARKINGS
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TYPE 2W RPM
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40'
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12'
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28'
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TYPE 1W RPM
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4'
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4" WHITE EDGE LINE
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%%UTRAVEL DIRECTION
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%%ULANE EXTENSION LINE
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1.5'
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4.5'
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1.5'
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4.5'
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1.5'
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8"
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TYPE 2W RPM
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%%U TRAVEL DIRECTION
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LANE WIDTH MEASUREMENT POINT
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%%UWIDE LINE
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WHITE THERMOPLASTIC
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4"
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4"
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8"
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LANE WIDTH MEASUREMENT POINT
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4"
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%%UCENTERLINE
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4"
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TYPE 2YY RPM
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4"
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4"
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TYPE 2YY RPM
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%%UTWO-WAY LEFT TURN LANE
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4"
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YELLOW SKIP LINE
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4"
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YELLOW CENTER LINE
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TYPE 2YY RPM
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15'
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10'
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15'
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%%UTRAVEL DIRECTION
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DOUBLE YELLOW CENTERLINE
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4"
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Call Before You Dig It's the Law 1-800-424-5555
REVISIONS DATENO.
1
DATE
DESIGNED BY
DRAWN BY
REVIEWED BY
PROJECT MANAGER / ENGINEER
SHEET
PROJECT NUMBER
OF
2
3
4
5
REVTXT1
REVTEXT2
REVTEXT3
REVTEXT4
REVTEXT5
05P
VM
T M
AR
KIN
GS
.D
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4/18/2017 4:56:26 P
M
BTR
BTR
4/25/2017
2017 PAVEMENT PROGRAM OVERLAYS
RAISED PAVEMENT MARKERS
19 30
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%%UTYPE 1 RPM
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.75"
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%%UTYPE 2 RPM
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.125"
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4"
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4"
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.75"
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.125"
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4" DIA.
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.875"
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%%UTYPE 3 RPM
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TYPE 2YY
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TYPE 2W
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TYPE 1W
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TYPE 1Y
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REFLECTORIZED YELLOW - BOTH SIDES
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REFLECTORIZED WHITE - ONE SIDE ONLY
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REFLECTORIZED YELLOW - ONE SIDE ONLY
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NONREFLECTORIZED WHITE
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NONREFLECTORIZED YELLOW
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RAISED PAVEMENT MARKER COLORS
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.25"
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TYPE 2Y
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4"
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10"
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Call Before You Dig It's the Law 1-800-424-5555
REVISIONS DATENO.
1
DATE
DESIGNED BY
DRAWN BY
REVIEWED BY
PROJECT MANAGER / ENGINEER
SHEET
PROJECT NUMBER
OF
2
3
4
5
REVTXT1
REVTEXT2
REVTEXT3
REVTEXT4
REVTEXT5
05P
VM
T M
AR
KIN
GS
.D
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4/18/2017 4:56:41 P
M
BTR
BTR
4/25/2017
2017 PAVEMENT PROGRAM OVERLAYS
INTERSECTION APPROACH STRIPING
20 30
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16" STOP LINE
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4'
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10'
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%%ULEFT TURN LINE
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%%UTWO-WAY LEFT TURN LANE
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100' MIN.
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(3)(POSTED SPEED LIMIT)
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100'
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(10)(POSTED SPEED LIMIT)
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C
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L
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C
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L
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100' MIN.
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50'
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L'=PSL,mph*ALIGNMENT SHIFT,ft
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TYPE 2L ARROW
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CROSSWALK
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DOUBLE 4" YELLOW LINE
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TYPE 2YY RPM'S AT 40' O.C.
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TYPE 2YY RPM 10' 0.C.
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TYPE 2YY RPM'S 40' O.C.
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TYPE 2W RPM'S 40' O.C.
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%%UNOTES
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16" WHITE THERMOPLASTIC
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STOP LINE
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16" WHITE THERMOPLASTIC
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STOP LINE
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4" WHITE EDGE LINE (RURAL)
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VERTICAL CURB (URBAN)
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%%UCROSSWALK AND STOP LINE
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%%UISLAND LINE DETAIL
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1' SHY DISTANCE
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TRAVEL DIRECTION
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TRAVEL DIRECTION
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TRAVEL
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DIRECTION
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TYPE 2W RPM'S 20' O.C.
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TYPE 2W RPM'S 20' O.C.
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TYPE 2W RPM 20' O.C.
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8" WHITE THERMOPLASTIC
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WIDE LINE
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8" WHITE
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THERMOPLASTIC
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R=150' FOR PSL<40 mph
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TAPER POINT
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TAPER POINTS
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TYPE 2L ARROW
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POCKET LENGTHS SHALL BE SUPPORTED
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R=300' FOR PSL=>40 mph
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PSL = POSTED SPEED LIMIT
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(RAISED ISLAND IS OPTIONAL)
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WIDE LINE
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SEE STD DWG 4-03
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SEE STD DWG 4-05
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1
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1
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1
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BY TRAFFIC ANALYSIS.
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Call Before You Dig It's the Law 1-800-424-5555
REVISIONS DATENO.
1
DATE
DESIGNED BY
DRAWN BY
REVIEWED BY
PROJECT MANAGER / ENGINEER
SHEET
PROJECT NUMBER
OF
2
3
4
5
REVTXT1
REVTEXT2
REVTEXT3
REVTEXT4
REVTEXT5
05P
VM
T M
AR
KIN
GS
.D
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4/18/2017 4:56:54 P
M
BTR
BTR
4/25/2017
2017 PAVEMENT PROGRAM OVERLAYS
PAVEMENT SYMBOLS
21 30
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12.75'
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8'
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TYPE 3R
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RIGHT/THRU ARROW
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LEFT/THRU ARROW
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TYPE 3L
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12.75'
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8'
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8'
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9.5'
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6'
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THRU ARROW
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TYPE 1
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TYPE 2R
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RIGHT TURN ARROW
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LEFT TURN ARROW
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8'
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6'
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(MUTCD 3B-7)
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ARROW SPACING
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TWO WAY LEFT TURN LANE
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TYPE 2L
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8'-16'
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4'
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6'
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12'
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8"
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8'
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8'
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10'
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5.9'
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0NLY
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DROP LANE
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HIGH OCCUPANCY VEHICLE (HOV)
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10'
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4'
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LANE
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CENTER
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LINE
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OF LANE
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LINE
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LANE
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CENTER
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OF LANE
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LINE
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LANE
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16" STOP LINE
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8" STRIPE (TYP.)
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8" GAP
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CROSSWALK STRIPING
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%%UNOTES
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1. ALL PAVEMENT SYMBOLS SHALL BE THERMOPLASTIC.
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Call Before You Dig It's the Law 1-800-424-5555
1" MIN. (TYP.)
5"
1"
6"
1
1
/
2
"
R
.
1
" R
.
1
1
/
2
"
R
.
1
" R
.
1
1
/
2
"
R
.
1
1
/
2
"
R
.
10"
2 1/2" 2 1/2"
2"
4"
8"
6"1" 1"
1
" R
.1
" R
.
1
" R
.1
" R
.
1"
3"
8"
6" 1"1"
CEMENT CONCRETE EXTRUDED CURB
1
1
/
2
"
R
.
1
1
/
2
"
R
.
10' - 0
"
BE
TW
EE
N J
OIN
TS
(TY
P.)
NOTES:
1. INSTALL PAVEMENT 2" BEYOND BACK OF CURB.
2. BOND EXTRUDED CURB TO EXISTING PAVEMENT
WITH MORTAR PASTE.
3. JOINTS MAY BE FORMED DURING INSTALLATION
USING A RIGID DIVIDER OR SAWCUT AFTER
CONCRETE CURES TO MINIMUM STRENGTH.
REVISIONS DATENO.
1
DATE
DESIGNED BY
DRAWN BY
REVIEWED BY
PROJECT MANAGER / ENGINEER
SHEET
PROJECT NUMBER
OF
2
3
4
5
REVTXT1
REVTEXT2
REVTEXT3
REVTEXT4
REVTEXT5
05P
VM
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KIN
GS
.D
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4/18/2017 4:57:08 P
M
BTR
BTR
4/25/2017
2017 PAVEMENT PROGRAM OVERLAYS
EXTRUDED CURB DETAIL
22 30
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TYPE 4 (CEMENT CONCRETE)
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TYPE 5 (CEMENT CONCRETE)
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TYPE 6 (CEMENT CONCRETE)
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Call Before You Dig It's the Law 1-800-424-5555
REVISIONS DATENO.
1
DATE
DESIGNED BY
DRAWN BY
REVIEWED BY
PROJECT MANAGER / ENGINEER
SHEET
PROJECT NUMBER
OF
2
3
4
5
REVTXT1
REVTEXT2
REVTEXT3
REVTEXT4
REVTEXT5
2017 PAVEMENT PROGRAM OVERLAYS
BTR
BTR
4/25/2017
MANHOLE/CATCH BASIN UTILITY RAISING
23 30
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SEAL JOINT
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SET VALVE BOX AND LID FLUSH WITH ADJACENT ROAD GRADE
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SEAL JOINT
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%%UVALVE BOX ADJUST IN ASPHALT AREA
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UTILITY STRUCTURE ADJUST NOTES: 1.WHEN UTILITY STRUCTURES ARE IN UNPAVED AREAS, THE PAVEMENT PATCH AROUND THE STRUCTURE SHALL BE CONCRETE CLASS 3000 OR COMMERCIAL GRADE HMA, WHEN UTILITY STRUCTURES ARE IN UNPAVED AREAS, THE PAVEMENT PATCH AROUND THE STRUCTURE SHALL BE CONCRETE CLASS 3000 OR COMMERCIAL GRADE HMA, 6" MINIMUM DEPTH. THE EDGE OF THE PATCH SHALL BE FORMED TO CREATE A UNIFORM 18" WIDE RING AROUND THE UTILITY STRUCTURE. 2.WHEN ADJUSTING SANITARY SEWER STRUCTURES, CHANNEL BOARDS SHALL BE INSTALLED TO PREVENT DEBRIS FROM ENTERING THE SEWER SYSTEM. DEBRIS THAT WHEN ADJUSTING SANITARY SEWER STRUCTURES, CHANNEL BOARDS SHALL BE INSTALLED TO PREVENT DEBRIS FROM ENTERING THE SEWER SYSTEM. DEBRIS THAT FALLS INTO THE SEWER STRUCTURE DURING CONSTRUCTION SHALL BE REMOVED BY THE CONTRACTOR. 3.CATCH BASINS AND MANHOLES SHALL BE WATERTIGHT. CATCH BASINS AND MANHOLES SHALL BE WATERTIGHT. 4.EXCAVATION AROUND THE UTILITY SHALL EXTEND A MINIMUM OF 2" BELOW THE SURFACE OF THE TOP MOST EXISTING ADJUSTING RING TO REMAIN IN PLACE. EXCAVATION AROUND THE UTILITY SHALL EXTEND A MINIMUM OF 2" BELOW THE SURFACE OF THE TOP MOST EXISTING ADJUSTING RING TO REMAIN IN PLACE. 5.EXCAVATED MATERIALS WILL BECOME THE PROPERTY OF THE CONSTRACTOR AND SHALL BE DISPOSED OF IN A CONTRACTOR-PROVIDED SITE OFF THE RIGHT-OF-WAY. EXCAVATED MATERIALS WILL BECOME THE PROPERTY OF THE CONSTRACTOR AND SHALL BE DISPOSED OF IN A CONTRACTOR-PROVIDED SITE OFF THE RIGHT-OF-WAY. 6.A HEAVY APPLICATION OF TACK COAT SHALL BE APPLIED TO ALL SURFACES OF EXISTING PAVEMENT. A HEAVY APPLICATION OF TACK COAT SHALL BE APPLIED TO ALL SURFACES OF EXISTING PAVEMENT. 7.PLACEMENT OF HMA SHALL BE ACCOMPLISHED IN MAXIMUM LIFTS OF 3". EACH LIFT SHALL BE THOROUGHLY COMPACTED. PLACEMENT OF HMA SHALL BE ACCOMPLISHED IN MAXIMUM LIFTS OF 3". EACH LIFT SHALL BE THOROUGHLY COMPACTED. 8."MONUMENT ADJUST IN ASPHALT AREA" APPLIES WHEN A MONUMENT WAS NOT ADJUSTED BY A RISER RING OR WHEN THE LID IS LOWER THAN 1/2 INCH FROM "MONUMENT ADJUST IN ASPHALT AREA" APPLIES WHEN A MONUMENT WAS NOT ADJUSTED BY A RISER RING OR WHEN THE LID IS LOWER THAN 1/2 INCH FROM FINISHED GRADE AFTER PAVEMENT. 9.WHEN UTILITY STRUCTURES ARE IN UNPAVED AREAS, THE PAVEMENT PATCH AROUND THE STRUCTURE SHALL BE CONCRETE CLASS 3000 OR COMMERCIAL GRADE HMA, WHEN UTILITY STRUCTURES ARE IN UNPAVED AREAS, THE PAVEMENT PATCH AROUND THE STRUCTURE SHALL BE CONCRETE CLASS 3000 OR COMMERCIAL GRADE HMA, 6" MINIMUM DEPTH. THE EDGE OF THE PATCH SHALL BE FORMED TO CREATE A UNIFORM 18" WIDE RING AROUND THE UTILITY STRUCTURE. 10.EXCAVATED MATERIALS WILL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN A CONTRACTOR-PROVIDED SITE OFF THE RIGHT-OF-WAY. EXCAVATED MATERIALS WILL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN A CONTRACTOR-PROVIDED SITE OFF THE RIGHT-OF-WAY. 11.A HEAVY APPLICATION OF TACK COAT SHALL BE APPLIED TO ALL SURFACES OF EXISTING PAVEMENT. A HEAVY APPLICATION OF TACK COAT SHALL BE APPLIED TO ALL SURFACES OF EXISTING PAVEMENT. 12.PLACEMENT OF HMA SHALL BE ACCOMPLISHED IN MAXIMUM LIFTS OF 3". EACH LIFT SHALL BE THOROUGHLY COMPACTED.PLACEMENT OF HMA SHALL BE ACCOMPLISHED IN MAXIMUM LIFTS OF 3". EACH LIFT SHALL BE THOROUGHLY COMPACTED.
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%%UMANHOLE OR CATCH BASIN ADJUST IN ASPHALT AREA
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ADJUSTING RINGS
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UNDISTURBED SOIL
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CATCH BASIN NOTES: 1.CATCH BASIN RISER RINGS ARE ALLOWED TO BE INSTALLED DURING PAVING CONSTRUCTION. CATCH BASIN RISER RINGS ARE ALLOWED TO BE INSTALLED DURING PAVING CONSTRUCTION. 2.CATCH BASINS LIDS SHOULD BE RAISED TO APPROXIMATELY 1/2" BELOW POST OVERLAY PAVEMENT ELEVATION.CATCH BASINS LIDS SHOULD BE RAISED TO APPROXIMATELY 1/2" BELOW POST OVERLAY PAVEMENT ELEVATION.
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Call Before You Dig It's the Law 1-800-424-5555
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06UTILITIES.DWG
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4/18/2017 4:57:29 PM
REVISIONS DATENO.
1
DATE
DESIGNED BY
DRAWN BY
REVIEWED BY
PROJECT MANAGER / ENGINEER
SHEET
PROJECT NUMBER
OF
2
3
4
5
REVTXT1
REVTEXT2
REVTEXT3
REVTEXT4
REVTEXT5
BTR
BTR
4/25/2017
2017 PAVEMENT PROGRAM OVERLAYS
UTILITY RAISING
24 30
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SECTION
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PLAN OF COVER
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SECTION A-A
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PLAN
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A
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A
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R
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.
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N
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M
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O
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NOTES:
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THE CASTINGS SHALL BE GRAY-IRON
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CASTINGS, ASTM DESIGNATION A 48,
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CLASS 40. THE COVER AND SEAT
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SHALL BE MACHINED SO AS TO HAVE
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PERFECT CONTACT AROUND THE
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ENTIRE CIRCUMFERENCE AND FULL
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WIDTH OF BEARING SURFACE.
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WHEN THE MONUMENT CASE AND
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COVER ARE PLACED IN CEMENT
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CONCRETE PAVEMENT THE CONCRETE
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BASE WILL BE NECESSARY.
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APPROXIMATE WEIGHTS:
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CASE 60 LBS.
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COVER 19 LBS.
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TOTAL
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79 LBS.
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SECTION OF LETTER
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RISER RING
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DIM
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A
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B
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C
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D
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E
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F
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G
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1-1/2"
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10-1/2"
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9-1/2"
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8"
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9"
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3/4"
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1-1/2"
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2-1/4"
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3/4"
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9"
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8"
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9-1/2"
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10-1/2"
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3/4"
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9"
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8"
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9-1/2"
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10-1/2"
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2"
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3"
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2"
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3"
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2-3/4"
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3-3/4"
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SIZE
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5 1/4"
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4 3/4" R
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3/8"
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5/8"
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5/8"
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1"
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2 3/8"
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5/8"
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3/4"
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5"
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1/2"
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3/4"
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3 1/8" R
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3 1/4" R
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3 3/4" R
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3 7/8" R
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4" R
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3/4"
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1/2"
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5 3/4" R
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1"
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1 1/2"
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1"
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9"
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B
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A
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C
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D
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E
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F
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G
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4 5/8"
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3 1/8"
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3/16"
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1/4"
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1/8"
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4 5/8" R
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1"
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Call Before You Dig It's the Law 1-800-424-5555
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06UTILITIES.DWG
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4/18/2017 4:57:42 PM
REVISIONS DATENO.
1
DATE
DESIGNED BY
DRAWN BY
REVIEWED BY
PROJECT MANAGER / ENGINEER
SHEET
PROJECT NUMBER
OF
2
3
4
5
REVTXT1
REVTEXT2
REVTEXT3
REVTEXT4
REVTEXT5
2017 PAVEMENT PROGRAM OVERLAYS
SAMMAMISH PLATEAU UTILITIES
25 30
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Call Before You Dig It's the Law 1-800-424-5555
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06UTILITIES.DWG
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4/18/2017 4:57:55 PM
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BTR
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4/25/2017
Size the Below Inlet Grate Device (BIGD) for the storm water structure it
will service.
The BIGD shall have a built-in high-flow relief system (overflow bypass).
The retrieval system must allow removal of the BIGD without spilling the
collected material.
Perform maintenance in accordance with Standard Specification 8-01.3(15).
1.
2.
3.
4.
OVERFLOW BYPASS
5" MAX.
TRIM
GRATE FRAME
FILTERED
WATER
SEDIMENT AND DEBRIS
SHEET 1 OF 1 SHEET
DRAINAGE GRATE
BELOW INLET GRATE DEVICE
OVERFLOW BYPASS (TYP.)
DRAINAGE GRATE
~ RECTANGULAR GRATE SHOWN
RETRIEVAL SYSTEM (TYP.)
BELOW INLET GRATE DEVICE
NOT TO SCALE
REVISIONS DATENO.
1
DATE
DESIGNED BY
DRAWN BY
REVIEWED BY
PROJECT MANAGER / ENGINEER
SHEET
PROJECT NUMBER
OF
2
3
4
5
REVTXT1
REVTEXT2
REVTEXT3
REVTEXT4
REVTEXT5
BTR
BTR
4/25/2017
2017 PAVEMENT PROGRAM OVERLAYS
CATCH BASIN SOCKS
26 30
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Call Before You Dig It's the Law 1-800-424-5555
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06UTILITIES.DWG
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4/18/2017 4:58:09 PM
LEGEND
W20-1
48"
48"
ROAD
WORK
AHEAD
48"
48"
BE
PREPARED
TO STOP
W20-7B
48"
48"
W20-4
ONE LANE
ROAD
AHEAD
48"
48"
W20-7A
W20-1
48"
48"
ROAD
WORK
AHEAD
48"
48"
W20-4
ONE LANE
ROAD
AHEAD
48"
48"
BE
PREPARED
TO STOP
W20-7B
48"
48"
W20-7A
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
URBAN STREETS
35 / 40 MPH
25 / 30 MPH
45 / 55 MPH
60 / 65 MPH
48"
48"
W20-7A
W20-1
48"
48"
ROAD
WORK
AHEAD
48"
48"
W20-4
ONE LANE
ROAD
AHEAD
48"
48"
BE
PREPARED
TO STOP
W20-7B
LONGITUDINAL BUFFER SPACE = B
30 35 40 4550
55 60 65 70
250 305 360 425 495 570
BUFFER DATA
200
MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD
THE WORK AREA.
BUFFER VEHICLE ROLL AHEAD DISTANCE = R
-
50/65
TAPER TANGENT
10 TO 20
NOTES:
1.
30 FEET MIN.
TO
100 FEET MAX.
SPEED (MPH) 25
155 645
TRANSPORTABLE ATTENUATOR
MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM
WEIGHT SHALL BE IN ACCORDANCE WITH THE
MANUFACTURERS RECOMMENDATION.
LENGTH (FEET)
PROTECTIVE VEHICLE
NO SPECIFIED
DISTANCE
REQUIRED
MPH
CHANNELIZATION DEVICE
SPACING (FEET)
35/45
25/30
10 TO 20
10 TO 20 40
60
80
SIGN SPACING = X (1)
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
25 MPH OR LESS
2.
3.
4.
ALL SIGNS ARE BLACK ON ORANGE.
EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS
SHOULDER IS RECOMMENDED.
NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT
FLAGGING STATIONS. SEE THE WSDOT STD SPECIFICATIONS FOR
ADDITIONAL DETAILS.
SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
ONE-LANE, TWO-WAY TRAFFIC CONTROL
WITH FLAGGERS
NOT TO SCALE
IN
TE
RS
EC
TIN
G R
OA
DW
AY
W20-7B (OPTIONAL IF
40 MPH OR LESS)
W20-7B (OPTIONAL IF
40 MPH OR LESS)
W20-7B (OPTIONAL IF
40 MPH OR LESS)
FLAGGING STATION
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PROTECTIVE VEHICLE
50' TO
300'
X
WORK
AREA
X
50' TO 100'
6 DEVICE
MIN.
BR
50' TO 100'
6 DEVICE
MIN.
X
X X X
X X X
XX
X
800' ±
500' ±
350' ±
200' ± (2)
100' ± (2)
REVISIONS DATENO.
1
DATE
DESIGNED BY
DRAWN BY
REVIEWED BY
PROJECT MANAGER / ENGINEER
SHEET
PROJECT NUMBER
OF
2
3
4
5
REVTXT1
REVTEXT2
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2017 PAVEMENT PROGRAM OVERLAYS
ONE-LANE, TWO WAY TRAFFIC CONTROL
BTR
BTR
4/25/2017
27 30
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LONGITUDINAL BUFFER SPACE = B
TRANSPORTABLE ATTENUATOR
25 35 40 4550
55 60 65 70
250 305 360 425 495 570 645 730
BUFFER DATA
155 200
BUFFER VEHICLE ROLL AHEAD DISTANCE = R
1
PCMS
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH
45 / 55 MPHRURAL ROADS
25 / 30 MPH
URBAN STREETS 25 MPH OR LESS
PCMS
LENGTH (feet)10550
605
660
105
125
150205 270
165 225
295
180
245
320540
115
-
-
- -
-
720
660
780 840
2530
35
40
45 50 55
10'
60
40
40
65 70
SHOULDER
WIDTH
(feet)
Posted Speed (mph)
160
200 220
170 190
240
150
190
130
170
120
150
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
40
60
60
90
90
90
WORK AREA
W4-2(L)
48"
48"
48"
48"
RIGHT LANE
CLOSED
AHEAD
W20-5R
W20-1
48"
48"
ROAD
WORK
AHEAD
2
60 / 65 MPHRURAL HIGHWAYS
FREEWAYS & EXPRESSWAYS
SIGN SPACING = X (1)
2530
35
40
50 55
12
60
11
65 70
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANE
WIDTH
(feet)
Posted Speed (mph)
8'
55 / 70 MPH
1
MILE
AHEAD
2.0 SEC 2.0 SEC
LEGEND
TEMPORARY SIGN LOCATION
TRAFFIC SAFETY DRUM
SEQUENTIAL ARROW SIGN
TRANSPORTABLE ATTENUATOR
PORTABLE CHANGEABLE MESSAGE SIGN
MPH
50/70
35/45
25/30
TAPER TANGENT
40
30
20
80
60
40
CHANNELIZATION DEVICE
SPACING (feet)
MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM
WEIGHT SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS
RECOMMENDATION.
30 FEET MIN.
TO
100 FEET MAX.
30
RURAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND
DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
500
550
600
495
450
45
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
RIGHT
LANE
CLOSURE
FIELD LOCATE 1 MILE ± IN
ADVANCE OF LANE CLOSURE SIGNING.
NOTES:
1.
2.
3.
4.
5.
6.
X X X L B R
L/3
2' M
IN
.
SEE
NOTE 4
SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
EXTEND DEVICE TAPER AT L/3 ACROSS SHOULDER.
DEVICES SHALL NOT ENCROACH INTO THE ADJACENT LANE.
USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' (FT)
(RECOMMENDED).
DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT).
ALL SIGNS ARE BLACK ON ORANGE.
100'±
1500' ±
800' ±
500' ±
350' ±
200' ± (2)
100' ± (2)
REVISIONS DATENO.
1
DATE
DESIGNED BY
DRAWN BY
REVIEWED BY
PROJECT MANAGER / ENGINEER
SHEET
PROJECT NUMBER
OF
2
3
4
5
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BTR
BTR
4/25/2017
2017 PAVEMENT PROGRAM OVERLAYS
SINGLE-LANE CLOSURE FOR MULTI LANE RDWYS
28 30
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PCMS
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Call Before You Dig It's the Law 1-800-424-5555
WORK AREA
W20-1
48"
48"
ROAD
WORK
AHEAD
W21-5
48"
48"
SHOULDER
WORK
RURAL ROADS & URBAN ARTERIALS
URBAN STREETS 25 MPH OR LESS
35 / 40 MPH
25 / 30 MPH
2530
35
40
45 50 55 60 65 70
SHOULDER
WIDTH
(feet)
Posted Speed (mph) LONGITUDINAL BUFFER SPACE = B
TRANSPORTABLE ATTENUATOR
SPEED (MPH) 25 30 35 40 4550
55 60 65 70
LENGTH (feet) 250 305
BUFFER DATA
155 200
BUFFER VEHICLE ROLL AHEAD DISTANCE = R
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
MPH
35/40
25/30
TAPER TANGENT
30
20
60
40
10'
8'
40 -
- -
- -
-
-
-
-
-
-
-40
40
60
60
90
90
90
USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8'
PROTECTIVE VEHICLE
30 FEET MIN.
TO
100 FEET MAX.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
SIGN SPACING = X (1)
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM
WEIGHT SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS
RECOMMENDATION.
MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD
THE WORK AREA.
NO SPECIFIED
DISTANCE
REQUIRED
CHANNELIZATION DEVICE
SPACING (feet)
NOTES:
1.
2.
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PROTECTIVE VEHICLE
LEGEND
X X L/3 B
R 50'
2' M
IN
.
10' M
IN
.
DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT).
ALL SIGNS ARE BLACK ON ORANGE.
350' ±
200' ± (2)
100' ± (2)
REVISIONS DATENO.
1
DATE
DESIGNED BY
DRAWN BY
REVIEWED BY
PROJECT MANAGER / ENGINEER
SHEET
PROJECT NUMBER
OF
2
3
4
5
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4/18/2017 4:59:02 P
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2017 PAVEMENT PROGRAM OVERLAYS
SHOULDER CLOSURE - LOW SPEED
BTR
BTR
4/25/2017
29 30
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Call Before You Dig It's the Law 1-800-424-5555
1.
TEMPORARY TURN
ARROW (TYP.)
TEMPORARY PAVEMENT
MARKING ~
SHORT DURATION
SHEET 1 OF 1 SHEET
DR
AW
N B
Y: M
AR
K S
UJK
A
YELLOW TRPM (TYP.)
YELLOW TRPM (TYP.)
WHITE TRPM (TYP)
For Hot Mix Asphalt Paving projects ~ "DO NOT PASS"
![· [1]Hornish RE, et al. : curr Top Med Chem, 2, 717-731 (2002) [2] Gilbertson TJ, et al. : J Agric Food Chem, 38, 890-894 (1990) 24 151-0053 *3-22-7](https://img.pdfslide.net/doc/110x75/5ad0a9317f8b9aca598df148/1hornish-re-et-al-curr-top-med-chem-2-717-731-2002-2-gilbertson-tj-et.jpg)
