CITY OF JKIRKJLAND - Kirkland, WashingtonAdmin/Finance...CV1 1 COVER NT1 2 NOTES, LEGEND AND ABBREVIATIONS TS1 3 TYPICAL SECTIONS PV1-PV10-PV10PV10 4-13-1313 PAVING AND CHANNELIZATION

CITY OF JKIRKJLAND

6TH STREET SOUTH REHABILITATIO:\" PROJECT

JUN E 4, 20 19

CITY PENNY SWEET JAY ARNOLD TOM NEIR KELLI CURTIS TOBY NIXON DAVE ASHER JON PASCAL

OFFIC IALS MAYOR DEPUTY MAYOR COUNCIL MEMBER COUNCIL MEMBER COUNCIL MEMBER COUNCIL MEMBER COUNCIL MEMBER CITY MANAGER KURT TRIPLETT

KATHY BROWN DAVID SNIDER, P.E.

PUBLIC WORKS DIRECTOR CAPITAL PROJECTS MANAGER

CO NTACT PERSO NNE L NAME AGENCY PHONE GEORGE MINASSIAN, PE COK PROJECT ENGINEER 425.587.3829 JORDAN PERRY KPG 907.854.3773 RIK MAYER COK FIELD REPRESENTATIVE 206.496.4265 STEVE HOOPES COK FIELD REPRESENTATIVE 425.623.5086 POLICE COK POLICE MAINLINE 425.587.3400 FIRE COK FIRE MAINLINE 425.587.3650 SPILL RESPONSE HOTLINE COK 425.587.3900 JEANNE COLEMAN PUGET SOUNG ENERGY GAS 425.563.6550 KELI. Y NESBIT NORTHSHORE UTILITY DISTRICT 425.398.4403 KEN McDOWELL WOODINVILLE WATER DISTRICT 425.487.4104 CONST. FA COORDINATOR KING COUNTY METRO 206.684.2732 JEFF MILES LAKE WASH. SCHOOL DISTRICT 425.936.1120 JOE FORDON COMCAST 425.263.5348 BRAD LANDIS VERIZON BUSINESS 425.201.0901 JAY SCHWAB FRONTIER COMMUNICATIONS 425.263.4019 EMERGENCY 911 ONE CALL LOCATE 800.425.5555

JOB NO® 0 4 ~ 1 9~ PW

STC0060600

INDEX OF DRAWINGS DWG NO. SHEET NO. DESCRI PTION

CV1 COVER

NT1 2 NOTES, LEGEND AND ABBREVIATIONS

TS1 3 1'f'PICAL SECTIONS

PV1 -PV10 4-13 PAVING AND CHANNELIZATI ON PLANS

CR1 -CR5 14-18 CURB RAMP PLANS

DT1 19 DETAILS

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INNER HARBOR LINE

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INNER HARBOR LINE

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CITY OF KIRKLAND

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6TH STREET SOUTH REHABILITATION PROJECT

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JUNE 4, 2019

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NO SCALE

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STC0060600

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JOB NO. 04-19-PW

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%%uCITY OFFICIALS

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%%uCONTACT PERSONNEL

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JAY ARNOLD

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KELLI CURTIS

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COUNCIL MEMBER

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DEPUTY MAYOR

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MAYOR

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COUNCIL MEMBER

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TOM NEIR

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COUNCIL MEMBER

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DAVE ASHER

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COUNCIL MEMBER

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KURT TRIPLETT

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CITY MANAGER

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PUBLIC WORKS DIRECTOR

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PENNY SWEET

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TOBY NIXON

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DAVID SNIDER, P.E.

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CAPITAL PROJECTS MANAGER

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KATHY BROWN

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JON PASCAL

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COUNCIL MEMBER

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PROJECT LOCATION

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5TH AVE S

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9 AVE S

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NE 68 ST

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1ST AVE S

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9 AVE S

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KIRKLAND WAY

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4TH AVE

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2ND AVE

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6TH ST S

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DESCRIPTION

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CV1

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1

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COVER

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2

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NOTES, LEGEND AND ABBREVIATIONS

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TS1

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3

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TYPICAL SECTIONS

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PV1-PV10-PV10PV10

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4-13-1313

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PAVING AND CHANNELIZATION PLANS

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CR1-CR5-CR5CR5

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14-18-1818

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CURB RAMP PLANS

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DT1

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19

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DETAILS

SHEETCITY OF KIRKLANDPUBLIC WORKS DEPARTMENT

CALL BEFORE YOU DIG: 811

1318 East Pike StSeattle, WA 98122206-659-0612

NOTES, LEGEND AND ABBREVIATIONS

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RIGHT-OF-WAY SAWCUT, FULL DEPTH PLANE BITUMINOUS PAVEMENT AND PLACE HMA OVERLAY, 3" DEPTH TYPICAL PAVEMENT REPAIR PER DTL 1/19 CEM CONC SIDEWALK CEM CONC CURB AND GUTTER 6' DIAM. TYPE-3 LOOP AND LEAD-IN WIRE

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MONUMENT MANHOLE SANITARY SEWER MANHOLE STORM DRAIN MANHOLE CATCH BASIN WATER VALVE GAS VALVE TELECOMMUNICATIONS MANHOLE UTILITY BOX PPB AND POLE PEDESTRIAN PUSH BUTTON (PPB) MONITORING WELL TELEPHONE MANHOLE JUNCTION BOX

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123 FIFTH AVENUE - KIRKLAND, WA 98033-6189 - (425)587-3800

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27900

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9-17-90

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SCOTT J. RICE

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CREATED BY

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6/5/2019

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6TH ST S REHABILITATION

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2

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GENERAL NOTES

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1. CONTRACTOR TO NOTIFY PROPERTY OWNER(S) 2 WEEKS PRIOR TO CONSTRUCTION TO COORDINATE VEHICLE PARKING AND DRIVEWAY ACCESS. DRIVEWAY ACCESS/EGRESS MUST BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE AGREED TO BY THE PROPERTY OWNER. 2. PROVIDE MINIMUM 24 HOURS NOTICE TO ADJACENT PROPERTY OWNERS BEFORE ANY PROVIDE MINIMUM 24 HOURS NOTICE TO ADJACENT PROPERTY OWNERS BEFORE ANY GRINDING AND/OR PAVING OPERATIONS. 3. PRE-PRINTED DOOR HANGERS WILL BE PROVIDED TO THE CONTRACTOR IN ADVANCE OF PRE-PRINTED DOOR HANGERS WILL BE PROVIDED TO THE CONTRACTOR IN ADVANCE OF GRINDING/PAVING OPERATIONS FOR DISTRIBUTION BY CONTRACTOR (SEE SPECIFICATIONS). 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL DOWNHILL STORM DRAIN PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL DOWNHILL STORM DRAIN INLETS AND CATCH BASINS BY INSERTING CATCH BASIN/INLET SEDIMENTATION TRAPS THAT WILL RECEIVE RUNOFF FROM THE PROJECT SITE, PER COK STD PLAN CK - E.11. THE CONTRACTOR SHALL PERIODICALLY INSPECT THE CONDITION OF ALL TRAPS AND REPLACE AS NECESSARY. 5. CONTRACTOR SHALL EXERCISE CARE WHEN WORKING NEAR AND WITH THE TREES TO CONTRACTOR SHALL EXERCISE CARE WHEN WORKING NEAR AND WITH THE TREES TO ENSURE THAT THEY ARE NOT DAMAGED DURING CONSTRUCTION. 6. PRIOR TO ANY GRINDING ACTIVITIES, CONTRACTOR SHALL TRIM THE TREE CANOPY WHERE PRIOR TO ANY GRINDING ACTIVITIES, CONTRACTOR SHALL TRIM THE TREE CANOPY WHERE NECESSARY TO PROVIDE CLEARANCE ABOVE CONSTRUCTION EQUIPMENT. TRIMMING SHALL BE KEPT TO A MINIMUM AND ONLY BE PERFORMED AS NEEDED. 7. NO MATERIALS OR EQUIPMENT SHALL BE STOCKPILED OR OPERATED ADJACENT TO NO MATERIALS OR EQUIPMENT SHALL BE STOCKPILED OR OPERATED ADJACENT TO EXISTING TREES. 8. ADJUST ALL SURFACE UTILITIES WITHIN PAVING LIMITS DOWN PRIOR TO PLANING AND UP ADJUST ALL SURFACE UTILITIES WITHIN PAVING LIMITS DOWN PRIOR TO PLANING AND UP AFTER PAVING, TO FINISHED GRADE. CONTRACTOR SHALL COORDINATE SCHEDULE WITH FRANCHISE UTILITIES TO ALLOW FOR SUFFICIENT TIME TO LOWER THESE UTILITIES. 9. ALL WATER VALVE BOXES SHALL BE UNCOVERED AND ACCESSIBLE TO THE WATER ALL WATER VALVE BOXES SHALL BE UNCOVERED AND ACCESSIBLE TO THE WATER DEPARTMENT AT THE END OF EACH WORKING DAY. 10. STATIONS SHOWN ARE APPROXIMATE. STATIONS SHOWN ARE APPROXIMATE. 11. DIMENSIONS SHOWN IN PAVING PLANS ARE PAVING WIDTHS. DIMENSIONS SHOWN IN PAVING PLANS ARE PAVING WIDTHS. 12. PAVEMENT REPAIR LIMITS SHOWN ON PLANS ARE BASED ON A VISUAL ASSESSMENT OF PAVEMENT REPAIR LIMITS SHOWN ON PLANS ARE BASED ON A VISUAL ASSESSMENT OF THE EXISTING PAVEMENT SURFACE AND PAVEMENT CORES. AFTER THE INITIAL PLANING OF THE ROAD SURFACE IS COMPLETE, THE ENGINEER WILL INSPECT THE PLANED SURFACE AND ADJUST THE LIMITS OF PAVEMENT REPAIR AS NECESSARY BASED ON VISUAL OBSERVATIONS. 13. AT PAVEMENT REPAIR LOCATIONS, THE ENGINEER WILL INSPECT THE EXPOSED COMPACTED AT PAVEMENT REPAIR LOCATIONS, THE ENGINEER WILL INSPECT THE EXPOSED COMPACTED SUBGRADE. AFTER REVIEW OF THE SUBGRADE, THE ENGINEER WILL INFORM THE CONTRACTOR WHETHER ADDITIONAL (DEEPER) EXCAVATION IS REQUIRED FOR PAVEMENT REPAIR. ANY ADDITIONAL EXCAVATION BELOW THE PAVEMENT REPAIR SECTIONS SHALL BE BACKFILLED WITH CRUSHED SURFACING BASE COURSE. IF ADDITIONAL EXCAVATION AND BACKFILL IS REQUIRED, IT SHALL BE PAID FOR UNDER THE "UNSCHEDULED PAVEMENT REPAIR" BID ITEM. 14. PAVEMENT OVERLAY SECTION SHALL MATCH THE PROFILE OF THE EXISTING ROADWAY PAVEMENT OVERLAY SECTION SHALL MATCH THE PROFILE OF THE EXISTING ROADWAY SURFACE/GRADE. 15. SLOPE PAVEMENT IN OVERLAY AND NEW PAVEMENT AREAS IN THE DIRECTION OF THE SLOPE PAVEMENT IN OVERLAY AND NEW PAVEMENT AREAS IN THE DIRECTION OF THE EXISTING CATCH BASINS FOR POSITIVE ROADWAY DRAINAGE. 16. AFTER ADJUSTING WATER VALVE BOXES TO THE SURFACE OF THE NEW HMA OVERLAY, ALL AFTER ADJUSTING WATER VALVE BOXES TO THE SURFACE OF THE NEW HMA OVERLAY, ALL WATER VALVE BOX LIDS SHALL BE PAINTED BLUE, SEE CONTRACT SPECIFICATIONS. 17. DIMENSIONS SHOWN IN CHANNELIZATION PLANS ARE TO FACE OF CURB AND CENTER OF DIMENSIONS SHOWN IN CHANNELIZATION PLANS ARE TO FACE OF CURB AND CENTER OF STRIPING. LANE WIDTH SHOWN ARE NOMINAL DIMENSIONS AND SHOULD BE FIELD VERIFIED. 18. ALL DISTURBED LANDSCAPED AREAS SHALL BE RESTORED TO ITS ORIGINAL CONDITION ALL DISTURBED LANDSCAPED AREAS SHALL BE RESTORED TO ITS ORIGINAL CONDITION WITH BARK MULCH AND/OR SOD. PROTECT EXISTING IRRIGATION.

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LEGEND

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ABBREVIATIONS

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COK CITY OF KIRKLAND CITY OF KIRKLAND STD STANDARD STANDARD R/W RIGHT-OF-WAY RIGHT-OF-WAY ASPH ASPHALT ASPHALT CONC CONCRETE CONCRETE HMA HOT MIX ASPHALT HOT MIX ASPHALT DWY DRIVEWAY DRIVEWAY STD STANDARD STANDARD RPM RAISED PAVEMENT MARKER RAISED PAVEMENT MARKER WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WASHINGTON STATE DEPARTMENT OF TRANSPORTATION DTL DETAIL DETAIL CL CLASS CLASS CEM CEMENT CEMENT TYP TYPICAL TYPICAL MMA METHYL METHACRYLATEMETHYL METHACRYLATE




TYPICAL SECTIONS

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SECTION NOTES

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PLANE BITUMINOUS PAVEMENT, FULL WIDTH-3" DEPTH HMA CL 1/2" PG 58H-22 FOR OVERLAY, WITH FIBER-3" DEPTH CONCRETE CURB AND GUTTER, TYPE "A" PER COK STD PLAN CK-R.17 CEMENT CONCRETE SIDEWALK PER COK STD PLAN CK-R.23 COMPACT SUBGRADE

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ROADWAY

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EX%%%

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EX%%%

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EX CONC CURB

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EX CONC SIDEWALK

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EX CONC SIDEWALK

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EX CONC CURB

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ROADWAY

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EX%%%

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EX CONC CURB

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EX CONC SIDEWALK

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EX CONC SIDEWALK

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EX CONC CURB

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EX AND PROPOSED ROADWAY SURFACE

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EX AND PROPOSED ROADWAY SURFACE

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TYPICAL SECTION 6TH ST S

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STA 10+00 TO 24+50

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NTS

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TYPICAL SECTION 6TH ST S

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STA 26+25 TO 32+00, 35+75 TO 38+50

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NTS

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27900

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SCOTT J. RICE

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CREATED BY

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PAVING AND CHANNELIZATION

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940-944

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935-967

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930

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934-936

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920

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915

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6733 108TH AVE NE

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10801 NE 68TH ST

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2' Poured Concrete Wall

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'General Systems'

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Mailboxes

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8 LF

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5' X 19'

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LOWER CATCH BASIN AND GUTTER TO MATCH UPSTREAM FLOWLINE

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6733 108TH AVE NE

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CHANNELIZATION NOTES

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(AT FULL SIZE)

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CONSTRUCTION NOTES

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WHITE THERMOPLASTIC TRAFFIC ARROW PER COK STD PLAN CK-R.30. WHITE THERMOPLASTIC TWO-WAY LEFT TURN ARROW PER COK STD PLAN CK-R.30 8" WHITE THERMOPLASTIC WIDE GORE STRIPE WITH TYPE 2W RPM PER COK STD PLAN CK-R.31 PAINTED DOUBLE YELLOW CENTER STRIPE PER COK STD PLAN CK-R.31 WHITE THERMOPLASTIC STOP BAR PER COK STD PLAN CK-R.28 6" PAINTED WHITE EDGE LINE PER COK STD PLAN CK-R.35 GREEN MMA BIKE INTERSECTION LADDER PER DETAIL 4, SHEET 19 WHITE THERMOPLASTIC BICYCLE LANE MARKING PER COK STD PLAN CK-R.34 WHITE THERMOPLASTIC CROSSWALK PER COK STD PLAN CK-R.28 YELLOW PAINT TWO-WAY LEFT TURN DETAIL PER COK STD PLAN R.31 WHITE PAINT BUFFERED BICYCLE LANE PER COK STD PLAN CK R.35A WHITE THERMOPLASTIC TYPE 1S TRAFFIC ARROW PER WSDOT STD PLAN M-20.40-02 WHITE XING MARKING PER WSDOT STD PLAN M-80.10-01 & M-80.30-00 WHITE THERMOPLASTIC BICYCLE SYMBOL (WITHOUT CHEVRON) PER COK STD PLAN CK R.46 CURB PAINT

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PAVEMENT REPAIR PER DETAIL 1, SHEET 19 SEE SHEETS CR1-CR5 FOR CURB RAMP PLANS INSTALL 6' INDUCTION LOOP TYPE 3 PER WSDOT STANDARD PLANS J-50.12-00 AND J-50.15-00. REMOVE AND REPLACE CEMENT CONCRETE SIDEWALK PER COK STD PLAN CK-R.23 REMOVE AND REPLACE CURB AND GUTTER PER COK STD PLAN CK - R.17 ROOT PRUNE TREES 3" DEEP GRIND AND OVERLAY (24' X 100') REPLACE EX GRATE WITH CITY PROVIDED VANED GRATE ADJUST UTILITY VAULT TO GRADE REPLACE VALVE BOX WITH LOCKING LID BOX PER COK STD PLAN CK-W.35

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9-17-90

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NE 68TH ST

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NE 68TH ST

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CHANNELIZATION PLAN

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MATCH LINE STA 13+50

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6TH ST S

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C MB

C MB





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910

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830

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816

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805-835

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BUS SHELTER

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Telephone Cable

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Comm Vault

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Comm Vault

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Keystone Block Wall

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AutoCAD SHX Text

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AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

FH

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WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

SSMH

AutoCAD SHX Text

9TH AVE S

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

MON

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SSMH

AutoCAD SHX Text

SSMH

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WV

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WV

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CB

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CB

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CB

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CB

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910

AutoCAD SHX Text

906

AutoCAD SHX Text

901

AutoCAD SHX Text

830

AutoCAD SHX Text

826

AutoCAD SHX Text

822

AutoCAD SHX Text

816

AutoCAD SHX Text

787

AutoCAD SHX Text

805-835

AutoCAD SHX Text

5'

AutoCAD SHX Text

11'

AutoCAD SHX Text

12'

AutoCAD SHX Text

11'

AutoCAD SHX Text

5'

AutoCAD SHX Text

5'

AutoCAD SHX Text

11'

AutoCAD SHX Text

12'

AutoCAD SHX Text

11'

AutoCAD SHX Text

5'

AutoCAD SHX Text

BUS SHELTER

AutoCAD SHX Text

CO

AutoCAD SHX Text


AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

0

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

(AT FULL SIZE)

AutoCAD SHX Text

CONSTRUCTION NOTES

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

9TH AVE S

AutoCAD SHX Text

9TH AVE S

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

PAVING PLAN

AutoCAD SHX Text

CHANNELIZATION PLAN

AutoCAD SHX Text

REVISION

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NO.

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BY

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REVIEW

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DATE

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FILE

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ENGR.

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REVIEW

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SCALE

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DATE

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C

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A

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H

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N

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G

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T

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O

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N

AutoCAD SHX Text


AutoCAD SHX Text

27900

AutoCAD SHX Text

9-17-90

AutoCAD SHX Text

SCOTT J. RICE

AutoCAD SHX Text

CREATED BY

AutoCAD SHX Text

6/5/2019

AutoCAD SHX Text


AutoCAD SHX Text

5

AutoCAD SHX Text

19

AutoCAD SHX Text

2019-06-04

AutoCAD SHX Text

SHOWN

AutoCAD SHX Text

SND

AutoCAD SHX Text

CEM

AutoCAD SHX Text

PV2

AutoCAD SHX Text

6TH ST S

AutoCAD SHX Text

6TH ST S

AutoCAD SHX Text

16.5 LF

AutoCAD SHX Text

100' EAST OF STOP BAR





AutoCAD SHX Text

808

AutoCAD SHX Text

794

AutoCAD SHX Text

780-790

AutoCAD SHX Text

750

AutoCAD SHX Text

720

AutoCAD SHX Text

630

AutoCAD SHX Text

615-620

AutoCAD SHX Text

777

AutoCAD SHX Text

787

AutoCAD SHX Text

CHH "COM"

AutoCAD SHX Text

Telephone Cable

AutoCAD SHX Text

Telephone Cable

AutoCAD SHX Text

Keystone Block Wall

AutoCAD SHX Text

CV

AutoCAD SHX Text

Riser

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

SSMH

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

WV

AutoCAD SHX Text

CB

AutoCAD SHX Text

WM

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CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

FH

AutoCAD SHX Text

FH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SSMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

WV

AutoCAD SHX Text

808

AutoCAD SHX Text

794

AutoCAD SHX Text

780-790

AutoCAD SHX Text

750

AutoCAD SHX Text

720

AutoCAD SHX Text

630

AutoCAD SHX Text

615-620

AutoCAD SHX Text

777

AutoCAD SHX Text

787

AutoCAD SHX Text

5'

AutoCAD SHX Text

11'

AutoCAD SHX Text

12'

AutoCAD SHX Text

11'

AutoCAD SHX Text

5'

AutoCAD SHX Text

5'

AutoCAD SHX Text

11'

AutoCAD SHX Text

12'

AutoCAD SHX Text

11'

AutoCAD SHX Text

5'

AutoCAD SHX Text

Keystone Block Wall

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text


AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

0

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

(AT FULL SIZE)

AutoCAD SHX Text

CONSTRUCTION NOTES

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

PAVING PLAN

AutoCAD SHX Text

CHANNELIZATION PLAN

AutoCAD SHX Text

REVISION

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NO.

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BY

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REVIEW

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DATE

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FILE

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ENGR.

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REVIEW

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SCALE

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DATE

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C

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T

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Y

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F

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K

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I

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A

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N

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W

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A

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S

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H

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N

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G

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T

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O

AutoCAD SHX Text

N

AutoCAD SHX Text


AutoCAD SHX Text

27900

AutoCAD SHX Text

9-17-90

AutoCAD SHX Text

SCOTT J. RICE

AutoCAD SHX Text

CREATED BY

AutoCAD SHX Text

6/5/2019

AutoCAD SHX Text


AutoCAD SHX Text

6

AutoCAD SHX Text

19

AutoCAD SHX Text

2019-06-04

AutoCAD SHX Text

SHOWN

AutoCAD SHX Text

SND

AutoCAD SHX Text

CEM

AutoCAD SHX Text

PV3

AutoCAD SHX Text

6TH ST S

AutoCAD SHX Text

6TH ST S

x

xxxxx

MBMB

MB MB

MBMB

MB MB





AutoCAD SHX Text

600

AutoCAD SHX Text

520

AutoCAD SHX Text

516

AutoCAD SHX Text

423-533

AutoCAD SHX Text

747

AutoCAD SHX Text

6' Wood Fence at Electric Substation

AutoCAD SHX Text

Telephone Cable

AutoCAD SHX Text

Mailbox

AutoCAD SHX Text

Mailbox

AutoCAD SHX Text

Signpost

AutoCAD SHX Text

Underground Telphone Cable Marker Post

AutoCAD SHX Text

Underground Telphone Cable Marker Post

AutoCAD SHX Text

Metal Railing

AutoCAD SHX Text

CVLT 'G.T.E.'

AutoCAD SHX Text

Riser

AutoCAD SHX Text

Mailbox

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

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CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

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CB

AutoCAD SHX Text

CB

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AutoCAD SHX Text

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AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

FH

AutoCAD SHX Text

FH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

SSMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

GV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

CB

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

600

AutoCAD SHX Text

520

AutoCAD SHX Text

516

AutoCAD SHX Text

423-533

AutoCAD SHX Text

747

AutoCAD SHX Text

5'

AutoCAD SHX Text

11'

AutoCAD SHX Text

12'

AutoCAD SHX Text

11'

AutoCAD SHX Text

5'

AutoCAD SHX Text

7'

AutoCAD SHX Text

5'

AutoCAD SHX Text

10'

AutoCAD SHX Text

10'

AutoCAD SHX Text

5'

AutoCAD SHX Text

7'

AutoCAD SHX Text

6' Wood Fence at Electric Substation

AutoCAD SHX Text

Signpost

AutoCAD SHX Text

Metal Railing

AutoCAD SHX Text


AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

0

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

(AT FULL SIZE)

AutoCAD SHX Text

CONSTRUCTION NOTES

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

PAVING PLAN

AutoCAD SHX Text

CHANNELIZATION PLAN

AutoCAD SHX Text

REVISION

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NO.

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BY

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REVIEW

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DATE

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FILE

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ENGR.

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REVIEW

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SCALE

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DATE

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C

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Y

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O

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F

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K

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R

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A

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N

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D

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W

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A

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S

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H

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I

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N

AutoCAD SHX Text

G

AutoCAD SHX Text

T

AutoCAD SHX Text

O

AutoCAD SHX Text

N

AutoCAD SHX Text


AutoCAD SHX Text

27900

AutoCAD SHX Text

9-17-90

AutoCAD SHX Text

SCOTT J. RICE

AutoCAD SHX Text

CREATED BY

AutoCAD SHX Text

6/5/2019

AutoCAD SHX Text


AutoCAD SHX Text

7

AutoCAD SHX Text

19

AutoCAD SHX Text

2019-06-04

AutoCAD SHX Text

SHOWN

AutoCAD SHX Text

SND

AutoCAD SHX Text

CEM

AutoCAD SHX Text

PV4

AutoCAD SHX Text

6TH ST S

AutoCAD SHX Text

6TH ST S

xxxx

MBMB

MB

xxxx

MBMB

MB





AutoCAD SHX Text

512

AutoCAD SHX Text

422

AutoCAD SHX Text

420

AutoCAD SHX Text

423-533

AutoCAD SHX Text

P

AutoCAD SHX Text

Mailboxes

AutoCAD SHX Text

Vault (Unkn Typ)

AutoCAD SHX Text

Mailbox

AutoCAD SHX Text

'VERIZON'

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

GV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

CB

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CB

AutoCAD SHX Text

CB

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AutoCAD SHX Text

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AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

CO

AutoCAD SHX Text

FH

AutoCAD SHX Text

FH

AutoCAD SHX Text

GV

AutoCAD SHX Text

5TH AVE S

AutoCAD SHX Text

CB

AutoCAD SHX Text

MON

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SSMH

AutoCAD SHX Text

SSMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

GV

AutoCAD SHX Text

GV

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

WV

AutoCAD SHX Text

GV

AutoCAD SHX Text

GV

AutoCAD SHX Text

GV

AutoCAD SHX Text

WV

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

UV

AutoCAD SHX Text

512

AutoCAD SHX Text

422

AutoCAD SHX Text

420

AutoCAD SHX Text

423-533

AutoCAD SHX Text

P

AutoCAD SHX Text

5'

AutoCAD SHX Text

10'

AutoCAD SHX Text

10'

AutoCAD SHX Text

5'

AutoCAD SHX Text

7'

AutoCAD SHX Text

7'

AutoCAD SHX Text

5'

AutoCAD SHX Text

10'

AutoCAD SHX Text

10'

AutoCAD SHX Text

5'

AutoCAD SHX Text

7'

AutoCAD SHX Text

Metal Railing

AutoCAD SHX Text

'VERIZON'

AutoCAD SHX Text

7'

AutoCAD SHX Text

5'

AutoCAD SHX Text

10'

AutoCAD SHX Text

10'

AutoCAD SHX Text

5'

AutoCAD SHX Text

7'

AutoCAD SHX Text


AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

0

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

(AT FULL SIZE)

AutoCAD SHX Text

CONSTRUCTION NOTES

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

PAVING PLAN

AutoCAD SHX Text

CHANNELIZATION PLAN

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

NO.

AutoCAD SHX Text

BY

AutoCAD SHX Text

REVIEW

AutoCAD SHX Text

DATE

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FILE

AutoCAD SHX Text

ENGR.

AutoCAD SHX Text

REVIEW

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SCALE

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DATE

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C

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I

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T

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Y

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O

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F

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K

AutoCAD SHX Text

I

AutoCAD SHX Text

R

AutoCAD SHX Text

K

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L

AutoCAD SHX Text

A

AutoCAD SHX Text

N

AutoCAD SHX Text

D

AutoCAD SHX Text

W

AutoCAD SHX Text

A

AutoCAD SHX Text

S

AutoCAD SHX Text

H

AutoCAD SHX Text

I

AutoCAD SHX Text

N

AutoCAD SHX Text

G

AutoCAD SHX Text

T

AutoCAD SHX Text

O

AutoCAD SHX Text

N

AutoCAD SHX Text


AutoCAD SHX Text

27900

AutoCAD SHX Text

9-17-90

AutoCAD SHX Text

SCOTT J. RICE

AutoCAD SHX Text

CREATED BY

AutoCAD SHX Text

6/5/2019

AutoCAD SHX Text


AutoCAD SHX Text

8

AutoCAD SHX Text

19

AutoCAD SHX Text

2019-06-04

AutoCAD SHX Text

SHOWN

AutoCAD SHX Text

SND

AutoCAD SHX Text

CEM

AutoCAD SHX Text

PV5

AutoCAD SHX Text

6TH ST S

AutoCAD SHX Text

6TH ST S

AutoCAD SHX Text

5TH AVE S

AutoCAD SHX Text

5TH AVE S

x

x

xx x x x x

x x

x

MB MB MB MBx

x

xx x x x x

x x

x

MB MB MB MB





AutoCAD SHX Text

402-416

AutoCAD SHX Text

212

AutoCAD SHX Text

215

AutoCAD SHX Text

521-546

AutoCAD SHX Text

CP#8

AutoCAD SHX Text

Concrete Slab Wall

AutoCAD SHX Text

Mailbox(X4)

AutoCAD SHX Text

4.5 LF

AutoCAD SHX Text

13 LF

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

WV

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

FH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SSMH

AutoCAD SHX Text

SSMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SSMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

GV

AutoCAD SHX Text

GV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

GV

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

ADJUST CB. PROTECT PVC DRAIN PIPE

AutoCAD SHX Text

402-416

AutoCAD SHX Text

212

AutoCAD SHX Text

215

AutoCAD SHX Text

521-546

AutoCAD SHX Text

7'

AutoCAD SHX Text

5'

AutoCAD SHX Text

10'

AutoCAD SHX Text

10'

AutoCAD SHX Text

5'

AutoCAD SHX Text

7'

AutoCAD SHX Text

7'

AutoCAD SHX Text

5'

AutoCAD SHX Text

10'

AutoCAD SHX Text

10'

AutoCAD SHX Text

5'

AutoCAD SHX Text

7'

AutoCAD SHX Text

CB

AutoCAD SHX Text

5'

AutoCAD SHX Text

11'

AutoCAD SHX Text

12'

AutoCAD SHX Text

11'

AutoCAD SHX Text

5'

AutoCAD SHX Text


AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

0

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

(AT FULL SIZE)

AutoCAD SHX Text

CONSTRUCTION NOTES

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

CHANNELIZATION PLAN

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

NO.

AutoCAD SHX Text

BY

AutoCAD SHX Text

REVIEW

AutoCAD SHX Text

DATE

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FILE

AutoCAD SHX Text

ENGR.

AutoCAD SHX Text

REVIEW

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SCALE

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DATE

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C

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I

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T

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Y

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O

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F

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K

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I

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R

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K

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L

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A

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N

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D

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W

AutoCAD SHX Text

A

AutoCAD SHX Text

S

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H

AutoCAD SHX Text

I

AutoCAD SHX Text

N

AutoCAD SHX Text

G

AutoCAD SHX Text

T

AutoCAD SHX Text

O

AutoCAD SHX Text

N

AutoCAD SHX Text


AutoCAD SHX Text

27900

AutoCAD SHX Text

9-17-90

AutoCAD SHX Text

SCOTT J. RICE

AutoCAD SHX Text

CREATED BY

AutoCAD SHX Text

6/5/2019

AutoCAD SHX Text


AutoCAD SHX Text

9

AutoCAD SHX Text

19

AutoCAD SHX Text

2019-06-04

AutoCAD SHX Text

SHOWN

AutoCAD SHX Text

SND

AutoCAD SHX Text

CEM

AutoCAD SHX Text

PV6

AutoCAD SHX Text

6TH ST S

AutoCAD SHX Text

6TH ST S

AutoCAD SHX Text

5TH PL S

AutoCAD SHX Text

5TH PL S

AutoCAD SHX Text

PAVING PLAN

MB MBMB MB





AutoCAD SHX Text

110

AutoCAD SHX Text

108

AutoCAD SHX Text

104

AutoCAD SHX Text

32

AutoCAD SHX Text

26

AutoCAD SHX Text

102

AutoCAD SHX Text

595 KIRKLAND AVE

AutoCAD SHX Text

105

AutoCAD SHX Text

107

AutoCAD SHX Text

111

AutoCAD SHX Text

Mailbox

AutoCAD SHX Text

7 LF

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

FH

AutoCAD SHX Text

CB

AutoCAD SHX Text

MON

AutoCAD SHX Text

SSMH

AutoCAD SHX Text

SSMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

GV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

WV

AutoCAD SHX Text

110

AutoCAD SHX Text

108

AutoCAD SHX Text

104

AutoCAD SHX Text

32

AutoCAD SHX Text

26

AutoCAD SHX Text

102

AutoCAD SHX Text

595 KIRKLAND AVE

AutoCAD SHX Text

105

AutoCAD SHX Text

107

AutoCAD SHX Text

111

AutoCAD SHX Text

7'

AutoCAD SHX Text

5'

AutoCAD SHX Text

10'

AutoCAD SHX Text

10'

AutoCAD SHX Text

5'

AutoCAD SHX Text

7'

AutoCAD SHX Text

7'

AutoCAD SHX Text

5'

AutoCAD SHX Text

10'

AutoCAD SHX Text

10'

AutoCAD SHX Text

5'

AutoCAD SHX Text


AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

0

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20

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27900

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9-17-90

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SCOTT J. RICE

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CREATED BY

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6/5/2019

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10

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19

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2019-06-04

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SND

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CEM

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PV7

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6TH ST S

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6TH ST S

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1ST AVE S

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1ST AVE S





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595 KIRKLAND AVE

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14

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18

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5

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545 KIRKLAND AVE

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CHH 'WAVE'

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SDMH

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SDMH

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SIGN

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595 KIRKLAND AVE

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18

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545 KIRKLAND AVE

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27900

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9-17-90

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SCOTT J. RICE

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CREATED BY

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6/5/2019

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11

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19

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2019-06-04

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SHOWN

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SND

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CEM

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PV8

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6TH ST S

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6TH ST S

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KIRKLAND AVE

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KIRKLAND AVE





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20

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24

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26-36

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120

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121

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123

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620

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570

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595

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23-25

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SDMH

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POWER MH

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SDMH

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SDMH

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SDMH

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SDMH

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SDMH

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WV

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GV

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CB

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GV

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WV

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WV

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CB

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CB

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CB

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CB

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MON

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20

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24

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26-36

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120

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121

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123

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620

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570

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595

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23-25

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11'

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27900

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9-17-90

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SCOTT J. RICE

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CREATED BY

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6/5/2019

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12

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19

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2019-06-04

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SHOWN

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SND

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CEM

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PV9

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6TH ST S

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6TH ST S

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PAVING PLAN

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CHANNELIZATION PLAN

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KIRKLAND WAY

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KIRKLAND WAY

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2ND AVE

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2ND AVE





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603

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220

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555

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530

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MON

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SDMH

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SDMH

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SDMH

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WV

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WV

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CB

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CB

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CB

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GV

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UV

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603

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220

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555

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530

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12'

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11'

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11'

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10'

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12'

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11'

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12'

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SCALE: 1" = 20'

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0

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20

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20

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CONSTRUCTION NOTES

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4TH AVE

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27900

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9-17-90

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SCOTT J. RICE

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CREATED BY

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6/5/2019

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13

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19

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2019-06-04

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SHOWN

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SND

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CEM

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PV10

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6TH ST S

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6TH ST S

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10 LF




CURB RAMP PLAN

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RAMP NOTES

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*1.EX ROAD/SIDEWALK SLOPESEX ROAD/SIDEWALK SLOPES

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MEF CODES

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SAWCUT 2' FROM FACE OF GUTTER AND REMOVE EXISTING ASPHALT, CURB, GUTTER AND SIDEWALK. INSTALL RAMP PER COK STD PLAN CK-R.21 AND WSDOT STD PLAN, PER RAMP TABLE, THIS SHEET. INSTALL CEMENT CONCRETE CURB, GUTTER AND SIDEWALK PER COK STD PLANS CK-R.17 AND CK-R.23. SAWCUT AT EXISTING BACK OF SIDEWALK. EXISTING BACK CURB TO REMAIN. INSTALL PEDESTRIAN CURB PER COK STD PLAN CK-R.17A. REMOVE BOLTS, ROTATE POST 180 DEGREES AND REPLACE BOLTS. FLIP PUSH BUTTON PLACARD TO FACE ROADWAY. EXISTING RAILING TO REMAIN IN PLACE. CHIP SIDEWALK AWAY FROM RAILING POST FOUNDATION, PROTECT EXISTING FOUNDATION TO REMAIN AND REPLACE SIDEWALK. CHIP TOP OF FOUNDATION IF NEEDED. ROTATE PED PUSH BUTTON 180 DEGREES. REPAIR HOLES PER WSDOT STANDARD HOLE REPAIR PROCEDURE PLAN (SEE APPENDIX). INSTALL BLACK DETECTABLE WARNING SURFACE (DWS) BETWEEN YELLOW DWS. INSTALL 1' WIDE, 6 INCH HIGH CURB. PROVIDE TEMPORARY SUPPORT AS NEEDED TO PROTECT EXISTING WALL TO REMAIN. REMOVE AND RESET TRAFFIC SIGN PER COK STD PLAN CK-R.43. PROTECT EXISTING IRRIGATION TO REMAIN. REPLACE WITH NEW TYPE 2 JUNCTION BOX WITH ADA COMPLIANT LID AND LOWER BOX. SEE ELECTRICAL NOTES. MOVE EXISTING PED PUSH BUTTONS ONTO CURB MOUNTED BREAKAWAY PEDESTALS PER WSDOT STD PLAN J-20.15-03. PLACE ASPHALT WEDGE TO DIRECT RUNOFF FROM EDGE OF PAVEMENT TO NEW GUTTER AND PROVIDE CONNECTION TO EX ASPH PAVEMENT COORDINATE WITH FRANCHISE UTILITY TO RESET RISER AT BACK OF NEW PED CURB. EXISTING THRU CURB INLET TO REMAIN. SEE REVERSE PAVEMENT REPAIR PER DETAIL 3/19

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5.1%

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5.3%

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1.5%

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3.6%

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1.5%

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4.0%

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*2.4%

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2.0%

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1.5%

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7.9%

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6.8%

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1.5%

AutoCAD SHX Text

1.8%

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3.9%

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1.5%

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7.0%

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6.0%

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1.5%

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*2.4%

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1.5%

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2.0%

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*9.1%

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1.5%

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7.8%

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3.2%

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3.3%

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EX 1.1%

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EX 5.7%

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EX 2.0%

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EX 3.6%

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EX *10.5%

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EX *11.2%

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FG=201.23 EX=201.26

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FG=201.78 EX=201.72

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6733 108TH AVE NE

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FG=203.53 EX=203.54

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FG=202.16 EX=202.26

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7.2%

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8.2%

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1.5%

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*7.0%

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1.5%

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*6.0%

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6.9%

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7.7%

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1.5%

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1.5%

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0.5%

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1.3%

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*7.8%

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*6.7%

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EX 1.0%

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EX 2.8%

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EX 0.9%

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EX 7.3%

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EX 2.7%

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EX *7.3%

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0

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(AT FULL SIZE)

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SCALE: 1" = 5'

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5

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5

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1. RAMP WINGS ARE TO BE JOINTED PER CITY OF KIRKLAND RAMP WINGS ARE TO BE JOINTED PER CITY OF KIRKLAND SW DETAIL 2. SLOPES ON PLANS ARE APPROX. ADJUST IN FIELD IF SLOPES ON PLANS ARE APPROX. ADJUST IN FIELD IF NEEDED.

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GENERAL NOTES

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RAMP TABLE

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STD PLAN

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MEF CODE

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1.1

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F-40.12-03

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*1

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1.2

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F-40.12-03

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*1

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1.3

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F-40.12-03

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*1

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1.4

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F-40.12-03

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*1

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6TH ST S

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NE 68TH ST

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SW CORNER AT 6TH ST S AND NE 68TH ST

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SCALE: 1"=5'

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NW CORNER AT 6TH ST S AND NE 68TH ST

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SCALE: 1"=5'

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REVISION

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A

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N

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G

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T

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N

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27900

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9-17-90

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SCOTT J. RICE

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CREATED BY

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6/5/2019

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14

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19

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2019-05-03

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1"=5'

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SND

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CEM

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CR1




CURB RAMP PLAN

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SSMH RIM=204.20

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1.1%

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*10.8%

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1.5%

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*13.5%

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*3.7%

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EX 9.6%

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EX 8.3%

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*2.7%

AutoCAD SHX Text

0.4%

AutoCAD SHX Text

1.1%

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1.5%

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6.6%

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7.6%

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1.5%

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*2.9%

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1.5%

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*3.4%

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6.9%

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1.5%

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EX 2.4%

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1.5%

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*3.8%

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*10.1%

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*11.8%

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1.5%

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5.5%

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6.0%

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*3.2%

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EX 2.6%

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EX 6.1%

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EX 1.9%

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EX 2.8%

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EX 0.4%

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FG=207.07 EX=207.25

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FG=206.03 EX=206.29

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CUT AT BOTTOM OF BACK CURB

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5.8%

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(TYP.)

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0

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SCALE: 1" = 5'

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5

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5

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GENERAL NOTES

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RAMP NOTES

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MEF CODES

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RAMP TABLE

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STD PLAN

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MEF CODE

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2.1

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F-40.12-03

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*1

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2.2

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F-40.12-03

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*1

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2.3

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F-40.12-03

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*1

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2.4

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F-40.12-03

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*1

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6TH ST S

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NE 68TH ST

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SE CORNER AT 6TH ST S AND NE 68TH ST

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SCALE: 1"=5'

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NE CORNER AT 6TH ST S AND NE 68TH ST

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SCALE: 1"=5'

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O

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N

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27900

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9-17-90

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SCOTT J. RICE

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CREATED BY

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6/5/2019

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15

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19

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2019-05-03

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SND

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CEM

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CR2




CURB RAMP PLAN

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CB RIM=94.74

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SDMH RIM=184.87

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CB RIM=184.87

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P

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1.5%

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1.5%

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EX 1.7%

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9.0%

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9.3%

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EX 9.3%

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*11.3%

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*13.2%

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*6.9%

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*8.4%

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1.5%

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5.0%

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EX 3.2%

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0.4%

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EX 2.9%

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TC=181.71 BC=181.21 EX=181.63

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EX 0.7%

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2.6%

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1.5%

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4.2%

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PC

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2.5%

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1.5%

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2.0%

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4.2%

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0.6%

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EX 5.6%

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EX 7.0%

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EX 7.0%

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EX 0.5%

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0

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(AT FULL SIZE)

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SCALE: 1" = 5'

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5

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5

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3.1

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F-40.12-03

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*1

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3.2

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F-40.16-03

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*1

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6TH ST S

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5TH AVE S

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SE AND NE CORNERS AT 6TH ST S AND 5TH AVE S

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N

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27900

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9-17-90

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SCOTT J. RICE

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CREATED BY

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6/5/2019

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16

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19

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2019-05-01

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SND

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CEM

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CR3




CURB RAMP PLAN

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C.O.

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0.5%

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1.5%

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*25.8%

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*18.1%

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*5.0%

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1.7%

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*16.8%

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*21.5%

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2.0%

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9.9%

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*10.1%

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EX 2.7%

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EX 8.5%

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TC=99.54 BC=99.04 EX=99.41

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1.8%

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*17.5%

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*17.1%

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EX 3.0%

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EX 3.6%

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1.7%

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PC

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0

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(AT FULL SIZE)

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SCALE: 1" = 5'

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5

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5

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27900

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9-17-90

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SCOTT J. RICE

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CREATED BY

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6/5/2019

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17

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19

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2019-05-03

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SND

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CEM

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CR4

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RAMP TABLE

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STD PLAN

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MEF CODE

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4.1

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F-40.12-03

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*1

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4.2

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F-40.12-03

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*1

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4.3

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F-40.12-03

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*1

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6TH ST

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2ND AVE

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CURB RAMP PLAN AT 6TH ST AND 2ND AVE

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SCALE: 1"=5'




CURB RAMP PLAN

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15

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10.0%

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9.5%

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1.5%

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6.4%

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5.5%

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1.5%

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*2.6%

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*3.6%

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1.8%

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*9.3%

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*9.9%

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0.7%

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3.3%

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1.5%

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5.1%

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4.1%

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1.5%

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3.6%

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*3.2%

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1.5%

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*2.6%

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8.2%

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7.4%

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EX 3.6%

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EX 3.4%

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EX 1.2%

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EX 2.6%

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EX 1.6%

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EX 5.0%

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TC=73.63 BC=73.13 EX=73.64

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0" CURB

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6" CURB

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8.3%

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4.9%

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1.8%

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0.5%

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1.1%

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1.5%

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7.4%

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8.3%

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1.0%

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10.3%

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7.7%

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6.9%

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1.5%

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EX 1.4%

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EX 3.5%

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EX 9.5%%

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TC=73.88 BC=73.38 EX=73.87

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9.4%

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EX 4.5%

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EX 6.2%

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15

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0

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SCALE: 1" = 5'

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5

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5

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GENERAL NOTES

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MEF CODES

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5.1

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F-40.12-03

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*1

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5.2

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F-40.12-03

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NONE

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6TH ST

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4TH AVE

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27900

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9-17-90

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SCOTT J. RICE

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CREATED BY

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6/5/2019

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18

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19

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2019-05-03

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1"=5'

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SND

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CEM

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CR5

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6TH ST

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4TH AVE

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SE CORNER AT 6TH ST AND 4TH AVE

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SCALE: 1"=5'

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SW CORNER AT 6TH ST AND 4TH AVE

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SCALE: 1"=5'

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ELECTRICAL NOTES

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WHEN JUNCTION BOXES ARE LOWERED, 6" TO 10" WHEN JUNCTION BOXES ARE LOWERED, 6" TO 10" OF CLEARANCE FROM TOP OF CONDUIT TO BOX SHALL BE MAINTAINED. THERE SHALL BE 2" OF CONDUIT VISIBLE ABOVE THE INTERIOR GRADE OF THE JUNCTION BOX. REMOVE AND REPLACE BELL ENDS OF CONDUIT AS NEEDED. 1" CONDUIT1" CONDUIT




DETAILS

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27900

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9-17-90

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SCOTT J. RICE

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CREATED BY

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6/5/2019

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19

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19

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2019-06-04

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N/A

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SND

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CEM

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DT1

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EX & PROPOSED ROADWAY SURFACE

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VERTICAL SAW CUT OR ROTOMILL TO FULL DEPTH. APPLY TACK COAT TO ALL EDGES. (TYP)

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NOTE: REMOVE SUBGRADE UNTIL SUITABLE MATERIAL IS REACHED AS DIRECTED BY ENGINEER.

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TYPICAL HMA FULL DEPTH PAVEMENT REPAIR

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1

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NTS

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TYPICAL PAVEMENT RESTORATION

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2

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NTS

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3" HMA FOR OVERLAY CL 1/2" PG 58H-22

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EX & PROPOSED ROADWAY SURFACE

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VERTICAL SAW CUT OR ROTOMILLING TO FULL DEPTH. APPLY TACK COAT TO ALL EDGES (TYP)

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NOTE: REMOVE SUBGRADE UNTIL SUITABLE MATERIAL IS REACHED AS DIRECTED BY ENGINEER.

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TYPICAL INTERSECTION CROSSING BIKE LANE PAVEMENT MARKING

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4

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NTS

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6" WIDE DOTTED WHITE LANE

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REVERSE GUTTER SLOPE PAVEMENT RESTORATION

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3

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NTS

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NOTE: DIVERT FLOW AWAY FROM CURB LINE INTO THE ROADWAY. ADD 2-FT TRANSITION FROM STANDARD GUTTER SLOPE TO REVERSE GUTTER SLOPE

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ROADWAY

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SIDEWALK

Documents

CITY OF JKIRKJLAND - Kirkland, WashingtonAdmin/Finance...CV1 1 COVER NT1 2 NOTES, LEGEND AND ABBREVIATIONS TS1 3 TYPICAL SECTIONS PV1-PV10-PV10PV10 4-13-1313 PAVING AND CHANNELIZATION