2019 STREET OVERLAY - Kirkland, WashingtonAdmin/Finance...8" WHITE WI DE LIN E 24"X10' PLASTIC...

CITY OF KIRKLAND

2019 STREET OVERLAY

APRIL 29, 2019

CITY OFFICIALS PENNY SWEET JAY ARNOLD DAVE ASHER KEW CURTIS TOM HEIR TOBY NIXON JOHN PASCAL

MAYOR DEPUTY MAYOR COUNCIL MEMBER COUNCIL MEMBER COUNCIL MEMBER COUNCIL MEMBER COUNCIL MEMBER CITY MANAGER KURT TRIPL£TT

KATHY BROWN DAVID SNIDER, P.E.

PUBLIC WORKS DIRECTOR CAPITAL PROJECTS MANAGER

CONTACT PERSONNEL NAME

GEORGE MINASSIAN, PE BEN McVITTIE RIK MAYER STEVE HOOPES EMERGENCY POLICE FIRE SPILL RESPONSE HOTLINE JEANNE COLEMAN KELLY NESBIT KEN McDOWELL CONST .COORDINATOR JEFf MILES JOE FORDON BRAD LANDIS JAY SCHWAB ONE CALL UTILITY LOCATE

~

COK PROJECT ENGINEER PROJECT INSPECTOR COK FIELD REPRESENTATIVE COK FIELD REPRESENTATIVE

COK POLICE MAIN LINE COK FIRE MAIN LINE COK PUGET SOUND ENERGY GAS NORTHSHORE UTILITY DISTRICT WOODINVILLE WATER DISTRICT KING COUNTY METRO LAKE WASH. SCHOOL DISTRICT COMCAST VERIZON BUSINESS FRONTIER COMMUNICATIONS

PHONE

425.587 .3829 425.410.4606 206.496.4265 425.623.5086 911 425.587 .3400 425.587 .3650 425.587.3900 425.563.6550 425.398.4403 425.487.4104 206.684.2732 425.936.1120 425.263.5348 425.201.0901 425.263.4019 800.424.5555

JOB NO. 02-19=PW

KIRKLAND

NO SCALE

STC 0060019/STC 0060219

JENNINGS CONSUL TING SERVICES, INC JIM JENNINGS PO BOX 1294 STANWOOD, WASHINGTON 98292 PHONE (425) 508-8300 [email protected]

INDEX OF DRAWINGS

SHEET NO. DESCRIPTION

CVR COVERSHEET

2 VICINITY MAP

3 DETAIL SHEET

4-9 3RD STREET

10-12 116THAVENE

13-16 84TH AVE NE

17 NE 132ND STREET

116TH AVE NE/NE 70TH PL SCHEDULE C SHEETS 10-12

DEPARTMENT OF PUBLIC WORKS

~ -NO SCALE

3RD STREET SCHEDULE B SHEETS 4-9

123 FIFTH AVENUE KIRKLAND, WA 98033 l--1----+--t---t-------------1 ( 425) 587-3800 www.kirklcndwc.gov

84TH AVE NE SCHEDULE D SHEETS 13-16

A~ DATE: '1 -'99-1</

NE 132ND STREET SCHEDULE D SHEET 17

WW~ flj), ff.tJM -MES 4/2019 srotiD 6r. OA'i ~

~INGS 4/2019 DAit

CHECKED BY: DATE

2019 STREET OVERLAY PROJECT 2/17 SCA.LE:

N.T.S. VICINITY MAP FILENAME:

VICINITY _18.DWG

GENERAL: 1. PROVIDE MINIMUM 24 HOURS NOTICE TO ADJACENT PROPERTY OWNERS BEFORE ANY GRINDING AND/OR PAVING OPERATIONS. 2. PRE-PRINTED DOOR HANGERS WILL BE PROVIDED TO THE CONTRACTOR IN ADVANCE or GRINDING/PAVING OPERATIONS roR DISTRIBUTION BY CONTRACTOR (SEE SPEClrlCATIONS). TREES: 1. MANY lARGE AND VALUABLE TREES ARE LOCATED WITHIN THE RIGHT-OF-WAY. CONTRACTOR SHALL EXERCISE CARE WHEN WORKING NEAR AND WITH THE TREES TO ENSURE THAT THEY ARE NOT DAMAGED DURING CONSTRUCTION. 2. 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 PERrDRMED AS NEEDED. 3. NO MATERIALS OR EQUIPMENT SHALL BE STOCKPILED OR OPERATED ADJACENT TO EXISTING TREES.

BERM SHALL BE CONSTRUCTED WITH CLASS B OR CLASS 1 /2" HMA PG5BH-22

BERM TO BE THOROUGHLY COMPACTED

ASPHALT OVERLAY EXISTING ASPHALT

TYPICAL DRAINAGE BERM DETAIL - PROJECT WIDE NO SCALE

KRAFT PAPER BACKED ASPHALT SHIM PLACED AT 20:1 MINIMUM FROW SURFACE OF EXISTING ROADWAY

PAVEMENT REPAIR: 1. SAWCUT AT PAVEMENT REPAIR LIMITS AND REMOVE TO DEPTH SHOWN IN DETAILS. 2. COMPACT ALL MATERIALS TO 95X MAX DRY DENSITY AS DETERMINED BY ASTM D1557 {MODIFIED PROCTOR) UTLITIES: 1. ALL WATER VALVE BOXES SHALL BE UNCOVERED AND ACCESSIBLE TO THE WATER DEPARTMENT AT THE END OF EACH WORKING DAY 2. ArTER ADJUSTING WATER VALVE BOXES TO THE SURrACE OF THE NEW HMA OVERLAY, ALL WATER VALVE BOX LIDS SHALL BE PAINTED BLUE, SEE CONTRACT SPECIFICATIONS. 3. PRIOR TO OVERLAY, ALL UTILITIES SHALL BE LOWERED. CONTRACTOR SHALL COORDINATE SCHEDULE WITH FRANCHISE UTILITIES TO ALLOW roR SU FF IC I ENT TIME TO LOWER THESE UTILITIES.

GRIND AND OVERLAY PER PLAHS AND SPECIFICATIONS

PAVEMENT REPAIR WIDTH VARIES

TYPICAL PAVEMENT REPAIR EXCAVATION - PROJECT WIDE

GRINDING AND PAVEMENT REPAIR DETAIL

3" GRIND AND 3" CL 1 /2" HMA OVERELAY PER PLANS

NO SCALE

.... , 11 111111111111 1 111111111111 1 111111&@~111m11111111111111111111111~1111111111111111111111111111111111111111111111111111111111111rmt EXISTING ROADWAY SECTION

... i· -.. ~ .. ·~

eun JOINT AT PLAN DEPTH

TRANSVERSE JOINT TEMPORARY

RAMP DETAIL NO SCALE

CITY OF KIRKLAND DEPARTMENT OF PUBLIC WORKS

123 FIFTH AVENUE KIRKLAND, WA 98033

(425) 587-3800 www.klrklandwa.gov

NO. DATE BY APPR. REVISION

EXISTING SUBGRADE DO NOT DISTURB

TYPICAL GRIND AND OVERLAY DETAIL NO SCALE

APPROVED BY:

DATE:

PAVEMENT REPAIR EXCAVATION: 1. PAVEMENT REPAIR LIMITS SHOWN ON PLANS ARE BASED ON A VISUAL ASSESSMENT OF THE EXISTING PAVEMENT SURFACE AND PAVEMENT CORES. ArTER THE INITIAL PLANING OF THE ROAD SURrACE IS COMPLETE, THE CITY WILL INSPECT THE PLANED SURrACE AND ADJUST THE LIMITS OF PAVEMENT REPAIR AS NECESSARY BASED ON VISUAL OBSERVATIONS. 2. AT PAVEMENT REPAIR LOCATIONS, THE CITY WILL INSPECT THE EXPOSED COMPACTED SUBGRADE. ArTER REVIEW OF THE SUBGRADE, THE CITY WILL INrDRM THE CONTRACTOR WHETHER ADDITIONAL (DEEPER) EXCAVATION IS REQUIRED rDR 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 rDR UNDER THE "UNSCHEDULED PAVEMENT REPAIR" BID ITEM.

EXISTING ROADWAY SECTION (DEPTH VARIES)

1-UJ UJ a:: 1-Ul

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CALL BEFORE YOU DIG

800-424-5555

3' __,__ ___

EDGE OF EXISTING ROADWAY (NO CURB AND GUnER)

PLACE CSTC AFTER PAVING OPERATION

/ . (EDGE RESTORATION)

TYPICAL RESIDENTIAL DRIVEWAY WITH CSTC OR GRAVEL SURrACE

EXISTING ROADWAY SECTION (DEPTH VARIES) (TYP)

C11Rt .._ AID, lf/IM DIG -4/2019 llESIGllEll 8Y: llATE

.iJILJENNIHGS -4/2019 llAAVMBY: DATE

CREO<Eb BV: llATE

3' DRIVEWAY APRON REQUIRED. SHOULDER PREPARATION REQUIRED TO PROVIDE FULL OVERLAY DEPTH OF DRIVEWAY APRON

TYPICAL RESIDENTIAL DRIVEWAY DETAIL NO SCALE

2019 STREET OVERLAY PROJECT DETAIL SHEET

SHEEr.

3/17 SCALE:

N.T.S. FILENAME:

2019 Dra!T.DWG

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(2) 18" PLASTIC STOP LINE (§1 PLASTIC TRAFFlC ARROW (l!I 6" BICYCLE LANE LINE "NOTE: ALL PAINT STRIPES SHALL CONSISl OF TWO APPLICATIONS OVER NEW ASPHALT




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LIMITS ~i§ PLACE TYPE 2Y RAISED PAVEf.lENT MARKERS

::..... 12 INCHES O.C. AT PERlf.lETER OF ISLAND x

~ AS DIRECTED BY ENGINEER.

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EXISTING PAVEMENT MARKING

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ITEM NO. ITEM DESCRIPTION SECTION QTY UNIT

17' 34'

17'

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@ 8" WHITE WIDE LINE @ 2.4·x1 o· PLASTIC CROSSWALK LINE (2) 18" PLASTIC STOP LINE (§1 PLASTIC TRAFFlC ARROW (l!I 6" BICYCLE LANE LINE "NOTE: ALL PAINT STRIPES SHALL CONSIST OF TWO APPLICATIONS OVER NEW ASPHALT




30'

LIMITS

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PAVEMENT REPAIR EXCAVATION AREAS


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CURB RAMP NOTES: 1. LENGTHS OF FLARES ARE MEASURED FROM INSIDE OF ARC. 2. ALL GRADE BREAKS ARE TO BE RADIAL TO THE ARC FROM

WHICH IT EXTENDS AND ARE NOTED "GB" ON THE PLANS. 3. ORIENT CENTERLINE OF ADA DOMES AS DIRECTED BY

ENGINEER IN THE FIELD. 4. RUNNING AND CROSS SLOPES OF RAMP FLARES

SHALL MEET ADA REQUIREMENTS. 5. RAMP FLARES LONGER THAN 1 OLF SHALL HAVE TOOL JOINT

AT THE MIDPOINT OF THE FLARE. 6. FLARES AT CURB AND GUTTER LONGER THAN 10LF SHALL

HAVE FULL DEPTH EXPANSION JOINT AT MIDPOINT OF LENGTH. 7. DETECTABLE WARNING SURFACE SHALL SPAN THE FULL WIDTH

OF THE LANDING AT BACK OF CURB. 8. CUTTING OF THE DETECTABLE WARNING SURFACE MAY BE REQUIRED.

REVISION APPROVED BY:

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NO SCALE

REMOVE AND REPLACE EXISTING CEMENT CONCRETE CURB AND GUnER AND SIDEWALK. REPLACE WITH NEW CEMENT CONCRET~ CURB AND GUTTER, CURB RAMP AND SIDEWALK. ALL GRADES MUST COMPLY WITH CURRENT ADA REQUIREMENTS. CLASS 4000 CEMENT CONCRETE REQUIRED PER CONTRACT SPEClrlCATIONS. LIMITS OF REMOVAL AND INSTALLATION SHALL BE AS DIRECTED.

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CEMENT CONCRETE CURB RAMP SHALL BE PER WSDOT STD PLAN . F-40.16-03. RAMP LENGTH SHALL BE 15 FEET


SCHEDULE B

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NO SCALE

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ESTIMATED QUANTITI ES:

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QUANTITIES SHOWN IN THE PLAN SET ARE roR REFERENCE ONLY



LEGEND· e MANHOLE ~ CATCH BASIN ,. WATER VALVE GAS VALVE C( HYDRANT

-0- POWER POLE r1 MAILBOX

PlANING BITUMINOUS PAVEMENT 3" DEPTH 14934 SY PAVEMENT REPAIR EXCAVATION INCLUDING HAUL 3646 SY HMA FOR PAVEMENT REPAIR CLASS 1" PG64-22 822 TON HMA CLASS 1/2" PG64022 3" DEPTH 2615 TON ADJUST MANHOLE LOWERING 26 EA ADJUST MANHOLE RAISING 26 EA ADJUST WATER VALVE BOX LOWERING 32 EA REPlACE WATER VALVE BOX 32 EA ADJUST GAS VALVE BOX LOWERING 2 EA ADJUST GAS VALVE BOX RAISING 2 EA ADJUST MONUMENT CASE AND COVER LOWERING 6 EA ADJUST MONUMENT CASE AND COVER RAISING 6 EA TEMPORARY PAVEMENT MARKING SOOD LF PAINT LINE 3100 IF RAISED PAV[MENT MARKER fYP[ 2 1.60 HllN RAISED PAVEMENT MARKER TYPE 2B 0.08 HUN PlASTIC STOP LINE 375 SF PlASTIC CROSSWALK LINE 220 SF TRANSVERSE BAR PAVEMENT MARKING PATTERN 124 SF PlASTIC 8' TRAFFIC LETTER 10 EA CEMENT CONCRETE CURB RAMP 1 EA REMOVING CEMENT CONCRETE CURB AND GUTTER 261 LF CEMENT CONCRETE CURB AND GUTTER 261 LF REMOVING CEMENT CONCRETE SIDEWALK 29 SY CEMENT CONCRETE SIDEWAUK 18 SY CEMENT CONCRETE PEDESTRIAN CURB 26 LF HMA CLASS 112" PG64-22 FOR CURB PATCH 21 TON CRUSHED SURFACING TOP COURSE FOR CONCRETE WORK 15 TON REMOVING ASPHALT CONCRETE PAVEMENT FOR CONCRETE \ ORK 60 SY TREE REMOVAL 1 FA EDGE RESTORATION 205 LF


PAVEMENT MARKING NOTES: (!) 4" CENTER SKIP PAINT LINE

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@ 24"X1 O' PLASTIC CROSSWALK LINE <7J 18" PLASTIC STOP LINE

o MONUM ENT ~STREET LIGHT

@ PLASTIC TRAFFIC ARROW @ 6" BICYCLE LANE LINE •NOTE: ALL PAINT STRIPES SHALL CONSIST OF TWO APPLICATIONS OVER NEW ASPHALT


SCHEDULE B

SHEET:

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N.T.S. ALENAME:

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2019 overlay

PAVEMENT REPAIR EXCAVATION APPROXIMATE LOCATIONS - 3RD STREET ONLY PAVEMENT REPAIR EXCAVATION APPROXIMATE LOCATIONS - 3RD STREET ONLY

3RD ST FROM 7TH AVE TO 18TH AVE 3RD ST FROM 7TH AVE TO 18TH AVE

DIST DIST DIST DIST FROM FROM FROM FROM EOPTO EOPTO EOPTO EOPTO NEAREST NEAREST HMA NEAREST NEAREST HMA EDGE OF EDGE OF CLASS 1" - EDGE OF EDGE OF CLASS 1" -REPAIR REPAIR LENGTH WIDTH 4" DEPTH AREA REPAIR REPAIR LENGTH WIDTH 4" DEPTH AREA

Sta. AREA Sta. AREA (FT) (FT) (TON) (SY) Sta. AREA Sta. AREA (FT) (FT) (TON) (SY) NORTHBOUND LANE SOUTHBOUND LANE 32+95RT 5' 33+32RT 5' 37 7 6 29 33+94LT EOP 34+09LT EOP 15 9 3 15 33+32RT EOP 33+52RT EOP 20 12 6 27 34+37LT EOP 34+98LT EOP 61 7 11 47 33+82RT EOP 35+19RT EOP 137 9 31 137 34+73LT EOP 34+82LT EOP 9 10 2 10 34+54RT EOP 34+92RT EOP 38 5 5 21 34+82LT EOP 35+72LT EOP 90 16 36 160 35+19 4' 38+65RT 4' 346 10 20 90 35+85LT 6' 36+20LT 6' 35 10 9 39 40+04RT EOP EOP 66 10 17 73 40+15RT EOP 40+73RT EOP 58 7 10 45 36+78LT 4' 36+98LT 4' 20 10 5 22 41+22RT 7' 41+60RT 7' 38 10 10 42 37+24LT EOP 37+64LT EOP 40 10 10 44 41+60RT 5' 42+87RT 5' 127 7 22 99 39+80LT 5' 40+50LT 5' 70 7 12 54 42+87RT 7' 43+60RT 7' 73 10 18 81 40+50LT 5' 40+90LT 5' 40 10 10 44 43+60RT 6' 45+11RT 6' 151 7 26 117 41+49LT 5' 41+79LT 4' 30 12 9 40 45+11RT 6' 45+65RT 6' 54 10 14 60 43+84LT 6' 44+35LT 6' 51 11 14 62 45+89RT 5' 47+30RT 5' 141 7 25 110 45+11LT 10' 45+43LT 10' 32 7 6 25 47+30RT 6' 48+30RT 6' 100 3 8 37 48+30LT 13' 48+82LT 13' 52 3 4 19 48+30RT 3' 48+82RT 3' 52 13 17 75 50+42LT 50+66LT EOP 24 22 13 59 48+82RT 3' 50+13RT 3' 131 3 11 48 56+04LT 4' 56+54LT 4' 50 13 16 72 50+13RT EOP 50+66RT EOP 53 20 27 118 56+79LT 6' 60+64LT 6' 385 11 106 471 50+66RT 4' 52+42RT 4' 176 7 31 137 61+48LT 5' 61+73LT 5' 25 11 7 31 52+98RT 4' 54+60RT 4' 162 7 28 126 63+28LT 5' 63+61LT 5' 33 11 9 40 56+04RT 5' 56+59RT 5' 55 12 17 73 63+84LT 5' 64+39LT 5' 55 11 15 67 56+59RT 5' 59+02RT 5' 243 7 43 189 65+34LT 65+64LT 47 30 35 157 59+02RT 6' 62+14RT 6' 312 11 86 381 63+18RT 7' 63+61RT 7' 43 3 4 16 63+84RT 7' 64+81RT 7' 97 3 8 36

·---- SHEET:

CITY OF KIRKLAND NO . DATE BY APPR . REVISION £ Mj'•~ APPROVED BY: 2019 STREET OVERLAY PROJECT O~ KIRk ()~Go• u s,,;%] oom'. 11!ASSW!. PI./Jli JE!tllGS 4/2019 9/17 ,_~(~ 4,). " ,,. \)>

: 0l Si \~, DESIGNED BY: DATE

/-.. ~ DEPARTMENT OF PUBLIC WORKS 3RD STREET SCALE: u 0 ~IM JEl:lf::!lf::!!ZS 4£2019 N.T.S. 123 FIFTH AVENUE KIRKLAND, WA 98033 DRAWN BY: DAIE ~ ~ i 44711 'ij~ ""sHING~0 ( 425) 587-3800 www.kirklandwa.gov ~~eoistt~"" ~~ SCHEDULE B FILENAME:

;$'/ONAL ~ DATE: CHECKED BY: DATE 3RDST.DWG ..

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2019 overlay

SOLID WASTE PICKUP FOR THIS AREA IS FRIDAYS




REMOVE AND REPLACE CEMENT CONCRETE SIDEWALK PER WSDOT PLAN F-30.10-03

PLACE ONE PAINTED BICYCLE DETECTION SYMBOL AT EACH LANE PER CK-R.34A (TYP)

PLACE TYPE 3 STOP LINE LOOPS PER LANE, PER WSDOT J-50.12 (TYP)

REMOVE AND REPLACE TYPE 2 JUNCTION

L-------------=----~==UER-WSOOLS PLAN J-40.10

0 -<

~ 12'

---- 12'

10'

PAVEMENT REPAIR EXCAVATION APPROXIMATE LOCATIONS - 116TH AVE NE ONLY

116TH AVE NE/NE 72ND PL PAVEMENT REPAIR LOCATIONS

DIST DIST

FROM FROM

EOPTO EOPTO

NEAREST NEAREST HMA

EDGE OF EDGE OF CLASS 1" -

REPAIR REPAIR LENGTH WIDTH 4" DEPTH AREA

Sta. AREA Sta. AREA (FT) (FT) (TON) (SY)

51+55RT EOP 51+81RT EOP 36 19 17

52+51 53+06 54 64 87

52+94LT 53+21LT 23 27 16

53+28RT 53+53RT 25 7 4

54+16RT 55+34RT 6' 118 9 27

55+34RT EOP 56+o9RT EOP 75 9

SAWCUT AND FILL CRACK WITH EPOXY PER WSDOT RECOMMENDATIONS AND AS DIRECTED BY ENGINEER

REMOVE AND REPLACE CEMENT CONCRETE CURB AND GUTTER PER WSDOT H 0.12

ASPHALT CONCRETE PAVEMENT REMOVAL AREA FOR CONCRETE CURB AND GUTTER REPAIRS

SAWCUT AND FILL CRACKS WITH EPOXY PER WSDOT RECOMMENDATIONS AND AS DIRECTED BY ENGINEER

LEGEND:

e MANHOLE

~ CATCH BASIN ,., WATER VALVE © GAS VALVE a: HYDRANT

-0- POWER POLE cl MAILBOX 0 MONUMENT ~STREET LIGHT

CITY OF KIRKLAND BY APPR . REVISION



( 425) 587-3800 www.kirklandwa.gov

1,,._._~'""""\ 6 (TYP) 1 APPROXIMATE LOCA INDUCTION LOOP STUBOUT

PLACE ONE PAINTED BICYCLE DETECTION SYMBOL AT EACH LANE PER CK-R.34A (TYP)

SAWCUT AND FILL CRACK WITH EPOXY PER WSDOT RECOMMENDATIONS AND AS DIRECTED BY ENGINEER

ASPHALT CONCRETE PAVEMENT REMOVAL AREA FOR CONCRETE CURB AND GUTTER REPAIRS

REMOVE AND REPLACE CEMENT CONCRETE SIDEWALK AND CEMENT CONCRETE CURB AND GUTTER PER WSDOT STD PLANS F-30.10 AND F-10.12

NOTES:

ENSURE THAT SIDEWALK RUNNING SLOPE TO HMA IS LESS THAN 7.5%

TAPER ±8LF CURB AND GUTTER TO HMA WALKING AREA. INSURE THAT SLOPE IS LES

1. PLANING AND PAVING LIMITS ARE TO THE EDGE OF ASPHALT WHERE NO CURB AND GUTTER EXISTS OR TO EDGE OF GUTTER PAN AT CURB AND GUTTER LOCATIONS. OTHER LIMITS ARE MARKED IN THE FIELD.

2. LOCATIONS MARKED WITH (D ARE CURB RAMPS TO BE CONSTRUCTED BY OTHERS.

QUANTITIES SHOWN IN THE PLAN SET ARE FOR REFERENCE ONLY ESTIMATED QUANTITIES ·

40 FT TRANSITION TO 2' BICYCLE BUFFER LANE

3" GRIND AND OVERLAY REQUIRED THROUGHOUT ENTIRE PROJECT AREA


X'xX'

--~~ NO SCALE

REMOVE EXISTING EXTRUDED CURB AND REPLACE WITH CEMENT CONCRETE EXTRUDED CURB, APPROX. 200 LF BEGINNING AT STA 54+08LT

PAINTED BICYCLE BUFFER

LANE PER CK-R.35A (TYP)

-

QUANTITIES SHOWN IN THE PLAN SET ARE FOR REFERENCE ONLY ESTIMATED QUANTITIES·

ITEM NO . ITEM DESCRIPTION SECTION QTY UNIT ITEM NO. ITEM DESCRIPTION SECTION QTY

PLANING BITUMINOUS PAVEMENT, 3 DEPTH 3643 PAVEMENT REPAIR EXCAVATION, INCLUDING HAUL 741 HMA FOR PAVEMENT REPAIR, CLASS 1 PG64-22 167 HMA CLASS 1/2 PG64-22 3" DEPTH 500 CEMENT CONCRETE EXTRUDED CURB 205 ADJUST CATCH BASIN, LOWERING 2 ADJUST CATCH BASIN, RAISING 2 ADJUST WATER VALVE BOX, LOWERING 2

PAVEMENT MARKING NOTES: REPLACE WATER VALVE BOX 2 <D 4'" CENTER SKIP PAINT LINE <6> 4 '" WHITE EDGE LINE

~ DOUBLE YELLOW PAINT LINE 2-WAY LEFT TURN PAINT LINE

@ 8 '" WHITE WIDE LINE ® 24 '"X1 Q" PLASTIC CROSSWALK LINE

EDGE RESTORATION 300 REMOVING CEMENT CONCRETE SIDEWALK 57 CEMENT CONCRETE SIDEWALK 59 REMOVING CEMENT CONCRETE CURB AND GUTTER 55

(j) 18 '" PLASTIC STOP LINE ® PLASTIC TRAFFIC ARROW

® 6 '" BICYCLE LANE LINE

CEMENT CONCRETE CURB AND GUTTER SS REMOVING ASPHALT CONCRETE PAVEMENT 12

•NOTE: ALL PAINT STRIPES SHALL CONSIST CEMENT CONCRETE CRACK REPAIR 8 OF TWO APPLICATIONS OVER NEW ASPHALT

APPROVED BY: oom'. 11!ASSW!. PI./Jli JE!tllGS 4/2019

DESIGNED BY: DATE

JIM JENNINGS 4/2019 DRAWN BY: DAIE

DATE: CHECKED BY: DATE

SY SY

TON TON LF EA EA EA EA LF SY SY LF LF SY LF

REMOVE AND REPLACE JUNCTION BOX TYPE 2 CRUSHED SURFACING TOP COURSE FOR CONCRETE WORK HMA CL 1 /2" PG64-22 FOR CURB PATCH TEMPORARY DETECTION SYSTEM TRAFFIC INDUCTION LOOP TYPE 3 TEMPORARY PAVEMENT MARKING PAINTED BICYCLE DETECTION SYMBOL THERMOPLASTIC BICYCLE LANE SYMBOL PAINT LINE PAINTED WIDE LINE 4" HATCH STRIPING BUFFER LANE RAISED PAVEMENT MARKER TYPE 2 PLASTIC TRAFFIC ARROW PLASTIC STOP LINE PLASTIC CROSSWALK LINE

2019 STREET OVERLAY PROJECT 116TH AVE NE AT NE 70TH PL

SCHEDULE C

1 13 4 1

18 3200

6 2

1190 400

30 0.5 6

143 HUU

SHEET:

10/17 SCALE:

N.T.S. FILENAME:

116AVENE.DWG

UNIT

EA TON TON

LS EA LF EA EA LF LF LF

HUN EA SF SF

jmuse

2019 overlay

SOLID WASTE PICKUP FOR THIS AREA IS FRIDAYS



SIGNAL POlI WITH MAST ARM TEMPORARY ornm CJ.MERA

llAST ARM {TYP)

SIGIW. POlI {TYP)

EXISTING INDUCTION LOOPS

1--___ __.I n'PE 1 ltoJCTION l.()(f

LEGEND: e MANHOLE 1!!J CATCH BASIN .. WATER VALVE al GAS VALVE Q HYDRANT

-<>- POWER POLE d MAILBOX O MONUMENT ~STREET LIG HT

0 n'PE 3 ltoJCTION l.()(f

PAVEMENT MARKING NOTES· ('!) 4" CENTER SKIP PAINT LINE

I 4" WHITE EDGE LIN E DOUBLE YELLOW PAINT LINE 2-WAY LEFT TURN P'°'NT LINE 8" WHITE WIDE UNE

(91 24"X1 O' PLASTIC CROSSWALK LINE (1) 18" PLASTIC STOP LINE (!!) PLASTIC TRAFFIC ARROW CID 6 " E!ICYCLE LANE LINE •NOTE: ALL P'°' NT STRIPES SHALL CONSIST Of TWO APPLICATIONS OVER NEW ASPHALT




NO. DATE BY APPR. REVISION APPROVED BY:

DAlE:

~~

NOTES:

APPROXIMATE LOCATION OF EXISTING INDUCTION LOOP srueour

INSTALL VIDEO DETECTION IN CONTROLLER r f CAlllET PER CONIRICT SIECRATIONS.

--::o.:~

NO SCALE

~ ----,_ ---.-- -------

>- -

1. BASEf.IAPS WERE PREPARED BASED UPON FIELD MEASUREMENTS AND RECORD DRAWINGS. INDUCTION LOOP LOCATIONS AND TYPES SHOWN ARE BASED ON VISUAL AND ASSUMED LOCATIONS. STATIONING AND FEATURES SHOWN ARE APPROXIMATE. NOT ALL EXISTING UTILITIES ARE SHOWN. CONTRACTOR SHALL UTILIZE UTILITY LOCATING SERVICES PRIOR TO START OF CONSTRUCTION. 2. EXISTING LOOPS AND DETECTION FOR THE EASTBOUND APPROACH SHALL REMAIN IN PLACE AND OPERATIONAL THROUGHOUT THE PROJECT. DO NOT DAMAGE OR DISTURB EXISTING EASTBOUND DETECTION. 3. ALL VIDEO DETECTION EQUIPMENT SHALL BE PROVIDED BY THE CITY. CONTRACTOR SHALL COORDINATE WITH THE CITY TO OBTAIN VIDEO DETECTION EQUIPMENT PRIOR TO INSTALLATION. 4. ALL WIRING FOR TEMPORARY TRAFrlC DETECTION SHALL BE ROUTED THROUGH EXISTING TRAFFIC SIGNAL CONDUIT, JUNCTION BOXES AND HAND HOLES. NO DRILLING INTO EXISTING CABINETS OR POLES TO ROUTE CABLES WILL BE PERMITTED. 5. CONTRACTOR SHALL VERIFY CORRECT LOCATIONS FOR CONNECTING TEMPORARY TRAFFIC DETECTION EQUIPMENT. 6. NO NEW CONDUIT OR JUNCTION BOXES SHALL BE INSTALLED FOR THE PURPOSE OF TEMPORARY TRAFFIC DETECTION. 7. CONTRACTOR SHALL INSTALL TEMPORARY DETECTION CAMERAS AND ASSOCIATED WIRING. CITY AND WSDOT REPRESENTATIVES SHALL BE ON SITE DURING INSTALLATION FOR CAMERA SET UP AND SUPPORT AND CABINET ACCESS. B. VIDEO DETECTION SHALL BE SET UP SO AS TO PROVIDE STOP BAR, ADVANCE, AND DILEf.IMA ZONE DETECTION.

EASTBOUND NE 72ND PL AT 116TH AVE NE: EXISTING LOOPS AND DETECTION FOR EASTBOUND TRAFrlC SHALL REf.IAIN IN PLACE AND OPERATIONAL THROUGHOUT THE PROJECT. DO NOT DAMAGE OR DISTURB EXISTING EASTBOUND NE 72ND PL DETECTION LOOPS.

.. INGS 4/201~

t:HEMb BY: llAfE


TEMPORARY DffiCTION SCHEDULE C

0

0

©

SHEET:

11/17 SCALE:

N.T.S. ALENAME:

116A\£NE.Dl\G

jmuse

2019 overlay

NOTESo

CAMERA HOUSIN

I 2'

BAND MOUNT CLAMP KIT

VIDEO SPLICE ENCLOSURE

CAMERA CABLE

PLASTIC BAND FOR EVERY 5 (TYP)

VIDEO CAMERA MOUNTING DETAIL N.T.S

1. VIDEO DETECTION CAMERAS, MOUNTING BRACKETS, SPLICE ENCLOSURES, AND VIDEO IMAGE PROCESSOR CARDS WILL BE PROVIDED BY THE CITY OF KIRKLAND.

2. THE CONTRACTOR SHALL MOUNT THE VIDEO DETECTION CAMERAS ON EXISTING SIGNAL MAST ARM AND MAKE THE CONNECTIONS.

3. COORDINATE WSDOT MAINTENANCE THROUGH THE ENGINEER FOR VIDEO EQUIPMENT INSTALLATION.

REMOVE CAP AND ROUTE TEMPORARY CAMERA CABLES THROUGH THE TOP OF THE POLE. PROTECT AND PRESERVE THE CAP FOR REINSTALLATION. SEAL TOP OF POLE WITH TEMPORARY WEATHER RESISTANT SEAL UNTIL CAP IS REINSTALLED.

CAMERA CABLES

' CAMERA CABLES

SPAN WIRE


CAMERA CABLES

STRAIN CLAMP SEE WSDOT STD PLAN J-27.15

CAMERA CABLE ROUTING DETAIL TYPE II SIGNAL STANDARD

N.T.S

CITY OF KIRKLAND NO. DATE BY APPR. REVISION APPROVED BY:

DEPARTMENT DF PUBLIC WORKS


(425) 587-3800 www.klrklandwa.gov DAm

CAMERA CABLES

CAMERA CABLES

~I~ PI.£1M .11111GS 4':i~9

~INGS 4l2019 DAIE

etlffimbl!Y: DAIE

STRAIN CLAMP SEE WSDOT STD PLAN J-27.15

CAMERA CABLE


ROUTE CAMERA CABLES TEMPORARY THROUGH THE POLE HANDHOLE

TYPE Ill SIGNAL STANDAR

CAMERA CABLE ROUTING DETAIL TYPE Ill SIGNAL STANDARD

N.T.S


TEMPORARY DETECTION SCHEDULE c

SHEET:

12/17 SCALE:

N.T.S. ALENAME:

116A\£NE.DM:

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2019 overlay

© B4TH AVE NE --!: ...._,_ 0 - - @ -\ -~ l!!I

r

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SOLID WASTE PICKUP FOR THIS AREA IS TUESDAYS AND FRIDAYS

D ©




CEMENT CONCRETE EXTRUDED CURB, NEW

3" GRIND AND OVERl.6.Y REQUIRED THROUGHOUT ENTIRE PROJECT AREA

PAVEMENT REPAIR EXCAVATION APPROXIMATE DIMENSIONS X'xX'

PLASTIC BICYCLE l.6.NE SYMBOL (TYP) l

Pl.6.CE CEMENT CONCRETE EXTRUDED CURB PER CK-R.19 (TYP). CURB

LIMITS

REMOVE EXISTING EXTRUDED

~~:EMENT CONCRETE CURB (TYP) ~ ffJ \ I

SHALL BE PAINTED WHITE AFTER INSTALWION, (TYP)

\~ ;r-®(TYP)

I I ~J )uMITS JI" I ~ - ... - - - - .=--. .ii ... -- -- ~ • ~ - • J .... -----... -- ---------... -- ---... ------------------;---~-----------~:::::::;::---~~-~-:.:-::-.:;--~-~------------------- ------ ........... -.- .,

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I 10'X26'

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II

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BY APPR. REVISION APPROVED BY:

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l!!I

9 (TYP)

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2019 STREET OVERLAY PROJECT 84TH AVE NE

13/17 SCALE:

N.T.S.

SCHEDULE D ALENAME:

84-lH A~ tE.DYlt

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2019 overlay

jmuse

2019 overlay

SOLID WASTE PICKUP FOR THIS AREA IS TUESDAYS AND FRIDAYS

II PLACE CEMENT CONCRETE EXTRUDED

PLACE HMA BERM AS SHALL BE PAINTED WHITE AFTER ,r-([)(TYP) DIRECTED B ENGINEER INSTALLATION, (TYP)

REMOVE EXISTING EXTRUDED CEMENT CONCRETE CURB (TYP)

I CURB PER CK-R.19 (TYP). CURB

/I ~ I ' \ ~ ~ ) ~ ~ ~ ~ ~ /) / I 0o ~ / ~ ;:: \ ~ ~ en "' ~ &. @i f =

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\PAINTED BICYCLE BUFFER u ~ 0

\PLASTIC BICYCLE LANE PER CK-R.35A (TYP) LANE SYt.lBOL (TYP)

C5 =t "v(~-- _ _____,,________,_____,___

3" GRIND AND OVERLAY REQUIRED ESTIMATED QUANTITIES:

THROUGHOUT ENTIRE PROJECT AR EA ~IT~ES:M :'.N~o~. ::::~::::1r~EM;:~oE~s~cR~1 P=T~I o:;:N ::::::::~:~s~E;;:cr~1 o~N;j:=:;o~TY~~::::;u;:;N~IT -----_,,.., \ r----~-+~~~~~---------=~-,......,::~rn~\,~~,,,~+-+-~-+~-+~---1

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X'xX'

REMOVE EXISTING EXTRUDED CEMENT CONCRETE CURB (TYP)

REMOVE EXISTING EXTRUDED CEMENT CONCRETE CURB {TYP)

\ --- Id

~ -

111111

10' 10'X36' H4b

Ill .- en 15

37' 10' ~+' -00 3 Vi~

=::::::::li!::::::::t/~X~l l=z:::::;2ci1=:::::?J:;1 ,b~c_ ,==I~/, zz:::::::s::s'\==\=zZ:::==~·!:= a xxx

;.~~~=~~=~11 ~""~.~~~I~ ~ 1111111 PAINTED BICYCLE BUFrER I LANE PER CK-R.35A (TYP(

I '~ \ CITY OF KIRKLAND DEPARTMENT OF PUBLIC WORKS




x

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:z:: l"""'1 -(.,N N :z:: i::::::J

1~ VJ --1

Ill Ill I~

APPROVED BY:

DAlE:

D

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CEMENT CONCRETE EXTRUDED CURB, NEW

~

84TH AVE NE • 8

LEGEND· 19 MANHOLE ~ CATCH BASIN .. WATER VALVE ® GAS VALVE C( HYDRANT

-<>- POWER POLE r1 MAILBOX

NO SCALE

PAVEMENT MARKING NOTES· ID 4" CENTER SKIP PAINT LINE

I 4" WHITE EDGE LJNE DOU BLE YELLOW PAINT LINE 2-WAY LEFT TURN PAINT LJNE 8" WHITE WIDE LINE

@ 24 "X1 O' PLASTIC CROSSWALK LINE Ci) 18" PLASTIC STOP LINE @ PLASTIC TRAFF1C ARROW @ 6 " BICYCLE LANE UN E O MONUMENT

~STREET LIGHT •NOTE: ALL PAINT STRIPES SHALL CONSIST OF IWO APPLICATIONS OVER NEW ASPHALT

2019 STREET OVERLAY PROJECT 84TH AVE NE

SCHEDULE D

SHEET:

15/17 SCALE:

N.T.S. ALENAME:

MlH A~ tE.DYlt

jmuse

2019 overlay

PAVEMENT REPAIR EXCAVATION APPROXIMATE LOCATIONS - 84TH AVE NE ONLY PAVEMENT REPAIR EXCAVATION APPROXIMATE LOCATIONS - 84TH AVE NE ONLY

DIST DIST DIST DIST FROM FROM FROM FROM EOPTO EOPTO EOPTO EOPTO NEAREST NEAREST HMA NEAREST NEAREST HMA EDGE OF EDGE OF CLASS 1" - EDGE OF EDGE OF CLASS 1" -REPAIR REPAIR LENGTH WIDTH 4" DEPTH AREA REPAIR REPAIR LENGTH WIDTH 4" DEPTH AREA AREA AREA (FT) (FT) (TON) (SY) AREA AREA (FT) (FT) (TON) (SY)

SOUTHBOUND LANE NORTHBOUND LANE Sta. Sta. Sta. Sta. 42+21LT 12' 43+29LT 9' 108 3 9 40 42+49RT 12' 43+12RT 10' 63 3 5 23 44+44LT 8' 46+08LT 7' 164 3 14 60 43+12RT 3.5' 43+95RT 3.5' 83 10 21 92 46+71LT 9' 46+97LT 9' 26 10 7 29 45+09RT 5' 45+72RT 7' 63 10 16 70 51+41LT 10.5 53+39LT 10.5 198 10 50 220 46+58RT 4' 48+50RT 10.5' 192 3 16 70 58+54LT 10' 59+14LT 10' 60 3 5 22 49+59RT 10.5' 50+81RT 10.5' 122 10 31 136 62+60LT 7.5' 63+66LT 5' 106 7 19 82 51+41RT 11' 52+25RT 11' 84 10 21 93 63+66LT 9' 64+10LT 9' 44 10 11 49 52+25RT 11' 53+83RT 10' 158 3 13 58 64+10LT 9' 64+59LT 8.5' 49 3 4 18 53+83RT 10' 54+86RT 10' 103 10 26 114 64+59LT 8.5' 64+87LT 8.5' 28 10 7 31 57+93RT 6' 59+91RT 4' 198 3 16 73 64+87LT 8.5 66+82LT 10 195 3 16 72 64+41RT 14' 65+18RT 14' 77 3 6 28 66+82LT 9' 67+18LT 8' 36 10 9 40 65+73RT 8' 66+10RT 8' 37 10 9 41 67+18LT 8' 67+64LT 9' 46 3 4 17 66+52RT 5' 67+64RT 5' 112 7 20 87

QUANTITIES SHOWN IN THE PLAN SET ARE FOR REFERENCE ONLY ESTIMATED QUANTITIES:

ITEM NO . ITEM DESCRIPTION SECTION QTY UNIT

PLANING BITUMINOUS PAVEMENT 3" DEPTH 11 336 SY PAVEMENT REPAIR EXCAVATION INCLUDING HAUL 1565 SY HMA FOR PAVEMENT REPAIR CL 1" PG64-22 353 TON HMA CL 1 /2'' PG64-22 3" DEPTH 1985 TON HMA DRAINAGE BERM 6 LF REMOVING CEMENT CONCRETE EXTRUDED CURB 848 LF CEMENT CONCRETE EXTRUDED CURB 900 LF ADJUST MANHOLE LOWERING 14 EA ADJUST MANHOLE RAISING 2 EA ADJUST WATER VALVE BOX LOWERING 27 EA ADJUST GAS VALVE BOX LOWERING 10 EA ADJUST GAS VALVE BOX RAISING 10 EA ADJUST CLEANOUT CASTING LOWERING 1 EA ADJUST CLEANOUT CASTING RAISING 1 EA ADJUST MONUMENT CASE AND COVER LOWERING 4 EA ADJUST MONUMENT CASE AND COVER RAISING 4 EA REMOVE AND REPLACE MONUMENT 1 EA rnr.r KD I ''""""N 1250 LF TEMPORARY PAVEMENT MARKING 8800 LF THFRMOPI A rn~ AI CYCI F I ANr <:YURnl 22 EA PAINT I INr 10400 LF 4" WHITE PAINT HATCHING 120 LF RAISED PAVEMENT MARKER TYPE 2 1.80 HUN RAISED PAVEMENT MARKER TYPE 2B 0.03 HUN PLASTIC STOP LINE 92 SF PLASTIC CROSSWALK LINE 1080 SF

BY APPR . -~- SHEET:

O~ KIRk CITY OF KIRKLAND NO . DATE REVISION c,£ MJ~ APPROVED BY: 2019 STREET OVERLAY PROJECT ()~ of WA s/f oom: 111ASSW1. PI.lJM JE!tllGS 4/2019 16/17 ,_~(~ 4,). " ,,. \)>

: ()l Si \~i DESIGNED BY: DATE

/-.. ~ DEPARTMENT OF PUBLIC WORKS 84TH AVE NE SCALE: u 0 ~IM JEl:lf::!lf::!!ZS 4£2019 N.T.S. ~ ~

123 FIFTH AVENUE KIRKLAND, WA 98033 I " DRAWN BY; DAIE PAVEMENT REPAIR EX LOCATIONS/ESTIMATED QUANTITIES I ~ 44711 -¥fr}t

""sHING~0 ( 425) 587-3800 www.kirklandwa.gov ~eG1 s1ttt~'Q :\ SCHEDULE D FILENAME:

;$'/ONAL ~ DATE: CHECKED BY: DATE 841H A Vf. NE.DWG ,_

jmuse

2019 overlay

I I

SOLID WASTE PICKUP FOR THIS AREA IS TUESDAYS PAVEMENT REPAIR EXCAVATION

APPROXIMATE DIMENSIONS X'xX'

FRANCHISE UTILITIES AT NE 132ND ST

GTE UTILITY STA 10+45, 19'LT GTE UTILITY STA 15+52, 13'LT

3" GRIND AND OVERLAY REQUIRED THROUGHOUT ENTIRE PROJECT AREA

t I I

INSURE POSITIVE DRAINAGE r TO CATCH BASIN DURING j \

PAVING OPERATIONS ~· ~llliTI~ lRA~FIC ~11£~ l~P~ -- - -- - l ')\_•= =tt= =l'l_Ij_=~~==~============~--==--~=f;~==--)~==~;(:--~if ========~==~==i=~~ l ~~~d : 1 • 2

7 /ITYP~ [8' PIASTIC TRAFFIC LEITTR (TYP) 1"1 I l

1 ;t J I G' ~ / / I 1

;; • 0

: :1:;;;· I -,,._ / ==1- ;@ .-IT) -~~~~~~~~~~~=~~=~~~l~s·~~f-11 ;:~==,~=N:l:l,):L:Nu :::i:1 :~-~.::~~;;~~-;q·1-~o·~x1~07~·3~'X;50;. ::~~~

NO SCALE

(./") ~ NE 132ND ST 1 o· '""=f g; / / l 3'X315' ;;;=. rn' -e ~ _ ~

; ' 10• ./'G_ 39' ~ ; / ~ 3'X105 0 - - 10' 37' -~·-==-;;"°J_"~3~:X-~8-3-~·==- =:-=~------.:::-----"~+~---------<1 '-'" :!.-..~~~-:=:-tr'~~· ~-;:;;:t::;;;::=:=~~=:-=_=:::==::::o~.,;;: <.rt

~ ~ ;d1~0~==~======~~~~~~~~~~~~~====~ JW~ ( ~ D - \ ( ; '~~~®~~Ll~MITT~--~LIM=IT=S ~/ ® =

".. ~'" "' ~ "f\ - ""'°~ ""~' ";AA""j -km I f ~ ~ \ \ - \ REMOVE AND REPLACE "' ;:::;@ . \ -0- e MANHOLE ()) 4" CENTER SKIP PAINT LINE

~ THERMOPLASTIC BICYCLE LANE ! ~~w~ e:c0~ ~ 6~u~~~E y~~~w L~~~NT LINE HMA THICKENED EDGE I ( ~ MARKINGS PER CK-R.34 (TYP) © GAS VALVE ~ ~::-~:1T~E~o~u~1~tAINT LINE STA 13+62 TO 14+06

Q HYDRANT @ 24"X10' PLASTIC CROSSWALK LINE -0- POWER POLE C1J 18" PLASTIC STOP LINE i cf MAILBOX @ PLASTIC TRAFFIC ARROW

' "'~ p 0 MONUMENT @ 6" BICYCLE LANE LINE

¢---3:::{ STREET LIGHT *NOTE: ALL PAINT STRIPES SHALL CONSIST OF TWO APPLICATIONS OVER NEW ASPHALT

THERMOPLASTIC BICYCLE LANE ' r® r MARKINGS PER CK-R.34 (TYP) ' N

~38· 1 -- - ' 3'X126'

~ I

Vl ~-.. "' "' = =-1_--=a='-~ _ __11_--_____ c..n~-+- --, -

PIACE~ RAISED PAVEMENT MARKERS PER CK-R.28B (TYP)

6

~ LIMITS

>-------27'·---~'~ co D e s :c

~ r""1

z: r""1



.. p

( 425) 587-3800 www.kirklandwa.gov

NO . DATE BY APPR .

~ NO SCALE




REVISION

QUANTITIES SHOWN IN THE PLAN SET ARE FOR REFERENCE ONLY ESTIMATED QUANTITIES:


PLANING BITUMINOUS PAVEMENT 3" DEPTH 2667 SY HMA CLASS 112" PG64-22 3" DEPTH 467 TON PAVEMENT REPAIR EXCAVATION INCLUDING HAUL 412 SY HMA FOR PAVEMENT REPAIR CL I /2" PG64-22 93 TON HMA THICKENED EDGE 50 LF ADJUST MANHOLE-LOWERING 4 EA ADJUST CATCH BASIN-LOWERING EA ADJUST CATCH BASIN-RAISING EA ADJUST WATER VALVE BOX-LOWERING EA ADJUST GAS VALVE BOX-LOWERING 6 EA ADJUST GAS VALVE BOX-RAISING EA ADJUST MONUMENT CASE & COVER-LOWERING I EA ADJUST MONUMENT CASE & COVER-RAISING 1 EA EDGE RESTORATION 425 LF TEMPORARY PAVEMENT MARKING 1650 LF THERMOPLASTIC BICYCLE LANE SYMBOL EA PAINT LINE 1950 LF PAINTED WIDE LINE 80 LF RAISED PAVEMENT MARKER TYPE 2 0.48 HUN RAISED PAVEMENT MARKER TYPE 2B 0.02 HUN THERMOPLASTIC TRAFFIC ARROW EA THERMOPLASTIC STOP LINE 45 SF THERMOPLASTIC CROSSWALK LINE 160 SF THERMOPLASTIC 8' TRAFFIC LETTER EA

APPROVED BY: oom'. 11!ASSW!. PI./Jli JE!tllGS 4/2019

DESIGNED BY: DATE

JIM JENNINGS 4/2019 DRAWN BY: DAIE

DATE: CHECKED BY: DATE

PAVEMENT REPAIR EXCAVATION APPROXIMATE LOCATIONS - NE 132ND ST ONLY

NE 132ND ST FROM JUANITA DRIVE TO SOTH AVE NE

DIST

FROM

EOPTO

NEAREST

EDGE OF

REPAIR

Sta. AREA Sta.

WESTBOUND LANE

DIST

FROM

EOPTO

NEAREST

EDGE OF

REPAIR LENGTH WIDTH

AREA (FT) (FT)

10+39LT W LIMITS lo+48LT GUTTER 9

11+30LT 12' 14+45LT 12' 315

14+45LT 12' 15+52LT 12' 107

15+52LT 12' 15+87LT 12' 35

EASTBOUND LANE

11+59RT 12' 12+64RT 12' 105

12+64RT 5' 13+10RT 4' 46

13+57RT 4' 14+40RT 5' 83

14+56RT 13' 15+06RT 13' so 14+56RT 5' 15+84RT 5' 126

14

3

10

3

3

3

3

3

3

2019 STREET OVERLAY PROJECT NE 132ND ST

SCHEDULE D

HMA

CLASS 1" -

4" DEPTH AREA

(TON) (SY)

3

26

27

3

9

4

7

4

10

SHEET:

14

116

119

13

39

17

30

18

46

17/17 SCALE:

N.T.S. FILENAME:

NE 132ND ST.DWG

jmuse

2019 overlay

2019 STREET OVERLAY - Kirkland, WashingtonAdmin/Finance...8" WHITE WI DE LIN E 24"X10' PLASTIC...

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