75th street greenway-plan-setworks/public... · 2019-11-01 · 3. construction dewatering...

NE 75th St

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DRAWING NUMBER

39

MAY 2018DATE

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REV. 3

CHECKED: KL/AL

PREPARED: CS/TD

OF90% SUBMITTAL - NOT FOR CONSTRUCTION

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VICINITY MAPN.T.S.

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NE 75TH ST GREENWAYKIRKLAND, WASHINGTON

PROJECT# XXXXKIRKLAND AVE FROM RAILROAD AVE TO 116TH AVE NE

N 75TH ST FROM 116TH AVE NE TO 130TH AVE NE

130TH AVE NE FROM NE 75TH ST TO NE 70TH PL

LENGTH 9,400 FEET = 1.78 MILES

CITY OFFICIALS

AMY WALEN MAYORJAY ARNOLD DEPUTY MAYORJON PASCAL COUNCIL MEMBERPENNY SWEET COUNCIL MEMBERTOBY NIXON COUNCIL MEMBERDAVE ASHNER COUNCIL MEMBERTOM NEIR COUNCIL MEMBERKURT TRIPLETT CITY MANAGERKATHY BROWN PUBLIC WORKS DIRECTORDAVE SNIDER, P.E. CAPITAL PROJECTS MANAGER

CONTACT PERSONNEL

LAURA DRAKE, P.E. PROJECT ENGINEER 425-587-3833RIK MAYER COK INSPECTOR 206-496-4265GREG NEUMANN COK STREET DEPARTMENT 425-587-3900JASON OSBORN COK STORM 425-587-3900TOM CHRIEST COK WATER & WASTEWATER DEPT. 425-587-3900DISPATCH COK POLICE DEPARTMENT 425-577-5656DISPATCH COK FIRE DEPARTMENT 425-587-3650JOSH PANTSKE COK UTILITY MANAGER 425-587-3917JEANNE COLEMAN PUGET SOUND ENERGY 425-449-7410JAY SCHWAB FRONTIER COMMUNICATIONS 425-263-4035JOHN NICHOLSON INTEGRA TELECOM 425-970-7000RAYMOND PILKENTON COMCAST CABLE 425-263-5332CONST. COORDINATOR KING COUNTY METRO 206-684-2732BETH BROOK LAKE WASH. SCHOOL DIST. 425-882-5147JEFF MILES LAKE WASH. SCHOOL DIST. 425-882-5120GREG MATOTE NORTHSHORE UTILITY DIST. 425-398-4400

EMERGENCY 911ONE CALL 800-424-5555

Lake Washington

LIMIT OF WORK

SEE LOCATION MAP

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SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

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REV. 3

CHECKED: KL/AL

PREPARED: CS/TD


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LOCATION MAP1"=500'

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NE 75TH ST

KIRKLAND AVE

116T

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LAKEWASHINGTONHIGH SCHOOL

ROSE HILLELEMENTARY

SCHOOL

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CH2

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SP7, IS1-IS4,

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CH11 CH12

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SHEET INDEX ANDLOCATION MAP

NT1

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DRAWING INDEXSHEET NO. DRAWING NUMBER SHEET NAME

1 CV1 COVER SHEET2 NT1 SHEET INDEX & LOCATION MAP3 NT2 GENERAL NOTES4 NT3 LEGEND

5-8 DT1 - DT4 DETAILS9-10 AL1 - AL2 ALIGNMENT PLAN

11-14 SP5 - SP7, SP10 SITE PREPARATION15-16 PV5 - PV6 PAVING AND GRADING17-20 IS1 - IS4 RAISED INTERSECTION PLANS21-23 OP1 - OP3 OVERVIEW PLAN23-37 CH1 - CH14 CHANNELIZATION AND SIGNAGE

38 TS5 SIGNAL PLAN (NE 75TH ST)

39 TSDT1 SIGNAL DETAILS

GENERAL NOTES

1. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OFCONSTRUCTION.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIORTO CONSTRUCTION.

3. ALL ROADWAY WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE CURRENT APWAAND CITY OF KIRKLAND STANDARDS AND SPECIFICATIONS.

4. ALL PUBLIC ROADWAYS SHALL BE CONSTRUCTED OF 2" CLASS "B" AC PAVING ON 4"ASPHALT-TREATED BASE (ATB), UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKSDEPARTMENT.

5. A COPY OF THE APPROVED ROADWAY PLANS MUST BE ON THE JOB SITE WHENEVERCONSTRUCTION IS IN PROGRESS.

6. DENSITY TEST REPORTS WILL BE REQUIRED FOR ALL PUBLIC ROADWAYS AND ALL PRIVATEROADWAYS WITHIN PLATS. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENTDENSITY IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85PERCENT DENSITY IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 PERCENT.

7. ALL COMMERCIAL AND RESIDENTIAL DRIVEWAYS MUST CONFORM TO THE CITY OF KIRKLANDDEPARTMENT OF PUBLIC WORKS DRIVEWAY POLICY.

8. ALL CONCRETE FOR SIDEWALKS AND CURB AND GUTTER MUST BE 4,000 PSI MINIMUM. (5-3/4SACK MIX.)

9. IN THE CASE OF NEW ROAD CONSTRUCTION OR RECONSTRUCTION REQUIRING MAILBOXES TOBE MOVED OR REARRANGED, THE DEVELOPER/CONTRACTOR SHALL COORDINATE WITH THEU.S. POSTAL SERVICE FOR THE NEW LOCATION OF THE MAILBOX STRUCTURE.

10. ANY ROADWAY SIGNAGE OR STRIPING REMOVED OR TEMPORARILY MOVED BY THECONTRACTOR SHALL BE RESTORED SO AS TO MEET THE CURRENT CITY OF KIRKLANDSTANDARDS.

11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADEQUATE TEMPORARYTRAFFIC CONTROL TO ENSURE TRAFFIC SAFETY DURING CONSTRUCTION ACTIVITIES.THEREFORE, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE PUBLICWORKS DEPARTMENT AT LEAST 48 HOURS PRIOR TO STARTING ANY WORK IN THERIGHT-OF-WAY. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) OR AS MODIFIED BY THE TRAFFIC ENGINEER.

12. WHERE A SIDEWALK IS TO BE CONSTRUCTED ABOVE A SLOPE OR ADJACENT TO A ROCKERYOR RETAINING WALL WHERE THE LOWEST FINISHED ELEVATION OF THE SLOPE, ROCKERY, ORRETAINING WALL IS TO BE THIRTY INCHES (30") OR MORE BELOW THE FINISHED ELEVATION OFTHE SIDEWALK, A SAFETY RAILING SHALL BE REQUIRED WHEN: (A) THE PLANE OF THE WALLFACE IS LESS THAN 4' IN HORIZONTAL DISTANCE FROM THE OUTSIDE EDGE OF THE SIDEWALK;(B) THE SLOPES ADJACENT TO THE SIDEWALK AVERAGE GREATER THAN TWO TO ONE.

13. THE MAXIMUM GRADE FOR PRIVATE ROADWAYS SHALL BE TWENTY PERCENT (20%), ORFIFTEEN PERCENT (15%) IF USED FOR FIRE ACCESS. FOR PUBLIC ROADWAYS, THE MAXIMUMGRADE SHALL BE FIFTEEN PERCENT (15%).

14. DEAD-END STREETS SHALL BE APPROPRIATELY SIGNED AND BARRICADED. SEE MOSTCURRENT EDITION OF THE MUTCD.

15. SIDEWALK AND CURB AND GUTTER CANNOT BE POURED MONOLITHICALLY. THERE MUST BE ACOLD JOINT OR FULL-DEPTH EXPANSION JOINT BETWEEN THEM.

16. MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROVIDE GROUND COVER IN AREASWITHIN THE RIGHT-OF-WAY WHICH HAVE BEEN STRIPPED OF NATURAL VEGETATION OR HAVEA POTENTIAL FOR EROSION.

17. THE CONTRACTOR SHALL COORDINATE WITH PUGET POWER FOR THE DESIGN ANDINSTALLATION OF STREET LIGHTS ON ALL NEWLY-CREATED PUBLIC ROADWAYS AND EXISTINGROADWAYS.

18. WHEN AN EXISTING ROADWAY IS TO RECEIVE A HALF-STREET OVERLAY, THE EXISTINGROADWAY MUST BE COLD PLANED AT THE EDGE OF THE GUTTER AND CENTERLINE. WHENTHE EXISTING ROADWAY IS TO RECEIVE A FULL-STREET OVERLAY, IT MUST BE COLD PLANEDAT THE EDGE OF BOTH GUTTERS. SEE CITY OF KIRKLAND STANDARD DETAIL NO. R.13.

19. ALL NEW SIGNS REQUIRED IN THE PUBLIC RIGHT-OF-WAY MUST BE PURCHASED FROM, ANDINSTALLED BY, THE CITY OF KIRKLAND PUBLIC WORKS DEPARTMENT.

20. WHEN INSTALLING NEW SIDEWALK, THE AREA BEHIND THE SIDEWALK MUST BE GRADED SOTHAT THE YARD DRAINAGE DOES NOT DRAIN OVER THE SIDEWALK.

21. ANY EXISTING PUBLIC IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BEREPLACED PRIOR TO FINAL INSPECTION.

22. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL PUBLIC STREETS FREE FROM MUD ANDDEBRIS AT ALL TIMES. THE CONTRACTOR SHALL BE PREPARED TO USE POWER SWEEPERS OROTHER PIECES OF EQUIPMENT NECESSARY TO KEEP THE ROADWAYS CLEAN.

23. BACKFILL IN ALL STREET CUTS ON ARTERIALS WILL BE CONTROL DENSITY FILL (CDF).CONTRACTOR MUST PROVIDE STEEL PLATING NECESSARY TO ALLOW THE CDF TO CURE.

24. WHEN CONSTRUCTING NEW CURB AND GUTTER WHICH DOES NOT ALIGN WITH THE EXISTINGEDGE OF PAVEMENT, THE ROADWAY MUST BE TAPERED FROM THE ENDS OF THE NEW CURBAND GUTTER TO MATCH THE EXISTING PAVEMENT. THE ENTRY TAPER INTO THE NEWIMPROVEMENTS SHALL BE 5:1, AND LEAVING THE NEW IMPROVEMENTS SHALL BE 10:1.

25. WHEN AN EXISTING ROADWAY IS TO BE WIDENED, THE EXISTING PAVEMENT MUST BE SAWCUT AT LEAST ONE FOOT FROM THE EDGE TO PROVIDE A PROPER MATCH BETWEEN NEW ANDEXISTING ASPHALT. HOWEVER, WHEN THE EXISTING PAVEMENT CONTAINS ALLIGATOREDAREAS, THOSE AREAS MUST BE REMOVED PRIOR TO WIDENING. ALL SAW CUTS SHALL BEPARALLEL OR PERPENDICULAR TO THE RIGHT-OF-WAY CENTERLINE.

26. ALL ROCKERIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE MOST CURRENTGUIDELINES OF THE ASSOCIATION.

EROSION AND SEDIMENT CONTROL NOTES EROSION AND SEDIMENT CONTROL NOTES (CONT)

1. THE APPROVED CONSTRUCTION SEQUENCE SHALL BE AS FOLLOWS:a. CONDUCT PRE-CONSTRUCTION MEETING.b. FLAG OR FENCE CLEARING LIMITS.c. POST SIGN WITH NAME AND PHONE NUMBER OF TESC SUPERVISOR.d. INSTALL CATCH BASIN PROTECTION IF REQUIRED.e. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).f. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).g. CONSTRUCT SEDIMENT PONDS AND TRAPS.h. GRADE AND STABILIZE CONSTRUCTION ROADS.i. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS,

ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT.j. MAINTAIN EROSION CONTROL MEASURE IN ACCORDANCE WITH CITY OF KIRKLAND

STANDARDS AND MANUFACTURER’S RECOMMENDATIONS.

k. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT ASSITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS INACCORDANCE WITH THE CITY TESC MINIMUM REQUIREMENTS.

l. COVER ALL AREAS WITHIN THE SPECIFIED TIME FRAME WITH STRAW, WOOD FIBERMULCH, COMPOST, PLASTIC SHEETING, CRUSHED ROCK OR EQUIVALENT.

m. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS.n. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.o. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED

AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE.

2. CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS CLEAN AND FREE OFCONTAMINANTS AT ALL TIMES AND FOR PREVENTING AN ILLICIT DISCHARGE (KMC 15.52)INTO THE MUNICIPAL STORM DRAIN. IF YOUR CONSTRUCTION PROJECT CAUSES AN ILLICITDISCHARGE TO THE MUNICIPAL STORM DRAIN SYSTEM, THE CITY OF KIRKLAND STORMMAINTENANCE DIVISION WILL BE CALLED TO CLEAN THE PUBLIC STORM SYSTEM, ANDOTHER AFFECTED PUBLIC INFRASTRUCTURE. THE CONTRACTOR(S), PROPERTY OWNER,AND ANY OTHER RESPONSIBLE PARTY MAY BE CHARGED ALL COSTS ASSOCIATED WITHTHE CLEAN-UP AND MAY ALSO BE ASSESSED MONETARY PENALTIES (KMC 1.12.200). THEMINIMUM PENALTY IS $250. A FINAL INSPECTION OF YOUR PROJECT WILL NOT BE GRANTEDUNTIL ALL COSTS ASSOCIATED WITH THE CLEAN-UP, AND PENALTIES, ARE PAID TO THECITY OF KIRKLAND.

3. CONSTRUCTION DEWATERING DISCHARGES SHALL ALWAYS MEET WATER QUALITYGUIDELINES LISTED IN COK POLICY E-1. SPECIFICALLY, DISCHARGES TO THE PUBLICSTORMWATER DRAINAGE SYSTEM MUST BE BELOW 25NTU, AND NOT CONSIDERED ANILLICIT DISCHARGE (PER KMC 15.52.090). TEMPORARY DISCHARGES TO SANITARY SEWERREQUIRE PRIOR AUTHORIZATION AND PERMIT FROM KING COUNTY INDUSTRIAL WASTEPROGRAM (206-263-3000) AND NOTIFICATION TO THE PUBLIC WORKS CONSTRUCTIONINSPECTOR.

4. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF KIRKLANDSTANDARDS AND SPECIFICATIONS.

5. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE SET BYSURVEY AND CLEARLY FLAGGED IN THE FIELD BY A CLEARING CONTROL FENCE PRIOR TOCONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE OR REMOVAL OFANY GROUND COVER BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THEFLAGGING SHALL BE MAINTAINED BY THE PERMITTEE/CONTRACTOR FOR THE DURATION OFCONSTRUCTION.

6. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOTCONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE ANDLOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES,ETC.).

7. THE IMPLEMENTATION OF THIS ESC PLAN AND THE CONSTRUCTION, MAINTENANCE,REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THEPERMITTEE/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED.

8. A COPY OF THE APPROVED ESC PLANS MUST BE ON THE JOB SITE WHENEVERCONSTRUCTION IS IN PROGRESS.

9. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR INCONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES IN SUCH A MANNER AS TOENSURE THAT SEDIMENT-LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM ORVIOLATE APPLICABLE WATER STANDARDS. WHEREVER POSSIBLE, MAINTAIN NATURALVEGETATION FOR SILT CONTROL.

10. THE ESC FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS ON THEAPPROVED SYSTEM. LOCATIONS MAY BE MOVED TO SUIT FIELD CONDITIONS, SUBJECT TOAPPROVAL BY THE ENGINEER AND THE CITY OF KIRKLAND INSPECTOR.

11. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FORANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESCFACILITIES SHALL BE UPGRADED (E.G., ADDITIONAL SUMPS, RELOCATION OF DITCHES ANDSILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. ADDITIONALLY, MOREESC FACILITIES MAY BE REQUIRED TO ENSURE COMPLETE SILTATION CONTROL.THEREFORE, DURING THE COURSE OF CONSTRUCTION IT SHALL BE THE OBLIGATION ANDRESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BECREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES OVER AND ABOVETHE MINIMUM REQUIREMENTS AS MAY BE NEEDED.

12. THE ESC FACILITIES SHALL BE INSPECTED BY THE PERMITTEE/CONTRACTOR DAILY DURINGNON-RAINFALL PERIODS, EVERY HOUR (DAYLIGHT) DURING A RAINFALL EVENT, AND AT THEEND OF EVERY RAINFALL, AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUEDFUNCTIONING. IN ADDITION, TEMPORARY SILTATION PONDS AND ALL TEMPORARYSILTATION CONTROLS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCHTIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGEFACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED. WRITTENRECORDS SHALL BE KEPT DOCUMENTING THE REVIEWS OF THE ESC FACILITIES.

13. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUMOF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT.

14. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OFCONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONALMEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREASARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.

15. ALL DENUDED SOILS MUST BE STABILIZED WITH AN APPROVED TESC METHOD (E.G.SEEDING, MULCHING, PLASTIC COVERING, CRUSHED ROCK) WITHIN THE FOLLOWINGTIMELINES:· MAY 1 TO SEPTEMBER 30 – SOILS MUST BE STABILIZED WITHIN 7 DAYS OF GRADING.

· OCTOBER 1 TO APRIL 30 – SOILS MUST BE STABILIZED WITHIN 2 DAYS OF GRADING.

· STABILIZE SOILS AT THE END OF THE WORKDAY PRIOR TO A WEEKEND, HOLIDAY, ORPREDICTED RAIN EVENT.

16. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATINGGRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (EXAMPLE: ANNUAL OR PERENNIALRYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE).

17. WHERE STRAW MULCH IS REQUIRED FOR TEMPORARY EROSION CONTROL, IT SHALL BEAPPLIED AT A MINIMUM THICKNESS OF 2".

18. ALL LOTS ADJOINING OR HAVING ANY NATIVE GROWTH PROTECTION EASEMENTS (NGPE)SHALL HAVE A 6' HIGH TEMPORARY CONSTRUCTION FENCE (CHAIN LINK WITH PIER BLOCKS)SEPARATING THE LOT (OR BUILDABLE PORTIONS OF THE LOT) FROM THE AREARESTRICTED BY THE NGPE AND SHALL BE INSTALLED PRIOR TO ANY GRADING ORCLEARING AND REMAIN IN PLACE UNTIL THE PLANNING DEPARTMENT AUTHORIZESREMOVAL.

19. CLEARING LIMITS SHALL BE DELINEATED WITH A CLEARING CONTROL FENCE. THECLEARING CONTROL FENCE SHALL CONSIST OF A 6-FT. HIGH CHAIN LINK FENCE ADJACENTTHE DRIP LINE OF TREES TO BE SAVED, WETLAND OR STREAM BUFFERS, AND SENSITIVESLOPES. CLEARING CONTROL FENCES ALONG WETLAND OR STREAM BUFFERS ORUPSLOPE OF SENSITIVE SLOPES SHALL BE ACCOMPANIED BY AN EROSION CONTROLFENCE. IF APPROVED BY THE CITY, A FOUR-FOOT HIGH ORANGE MESH CLEARING CONTROLFENCE MAY BE USED TO DELINEATE CLEARING LIMITS IN ALL OTHER AREAS.

20. OFF-SITE STREETS MUST BE KEPT CLEAN AT ALL TIMES. IF DIRT IS DEPOSITED ON THEPUBLIC STREET SYSTEM, THE STREET SHALL BE IMMEDIATELY CLEANED WITH POWERSWEEPER OR OTHER EQUIPMENT. ALL VEHICLES SHALL LEAVE THE SITE BY WAY OF THECONSTRUCTION ENTRANCE AND SHALL BE CLEANED OF ALL DIRT THAT WOULD BEDEPOSITED ON THE PUBLIC STREETS.

21. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OFSOUND QUARRY ROCK, PLACED TO A DEPTH OF 1' AND MUST MEET THE FOLLOWINGSPECIFICATIONS: 4"-8" ROCK/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND 1"-2"ROCK/10%-20% PASSING. RECYCLED CONCRETE SHALL NOT BE USED FOR EROSIONPROTECTION, INCLUDING CONSTRUCTION ENTRANCE OR TEMPORARY STABILIZATIONELSEWHERE ON THE SITE.

22. IF ANY PART(S) OF THE CLEARING LIMIT BOUNDARY OR TEMPORARYEROSION/SEDIMENTATION CONTROL PLAN IS/ARE DAMAGED, IT SHALL BE REPAIREDIMMEDIATELY.

23. ALL PROPERTIES ADJACENT TO THE PROJECT SITE SHALL BE PROTECTED FROM SEDIMENTDEPOSITION AND RUNOFF.

24. AT NO TIME SHALL MORE THAN 1' OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN ACATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANEDIMMEDIATELY FOLLOWING REMOVAL OF EROSION CONTROL BMPS. THE CLEANINGOPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM.

25. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLINGBASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES ANDSHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TOFUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALLNOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANK,DETENTION VAULT, OR SYSTEM WHICH BACKS UNDER OR INTO A POND SHALL BE USED ASA TEMPORARY SETTLING BASIN.

26. ALL EROSION/SEDIMENTATION CONTROL PONDS WITH A DEAD STORAGE DEPTHEXCEEDING 6" MUST HAVE A PERIMETER FENCE WITH A MINIMUM HEIGHT OF 3'.

27. THE WASHED GRAVEL BACKFILL ADJACENT TO THE FILTER FABRIC FENCE SHALL BEREPLACED AND THE FILTER FABRIC CLEANED IF IT IS NONFUNCTIONAL BY EXCESSIVE SILTACCUMULATION AS DETERMINED BY THE CITY OF KIRKLAND. ALSO, ALL INTERCEPTORSWALES SHALL BE CLEANED IF SILT ACCUMULATION EXCEEDS ONE-QUARTER DEPTH.

28. PRIOR TO THE OCTOBER 1 OF EACH YEAR (THE BEGINNING OF THE WET SEASON), ALLDISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED INPREPARATION FOR THE WINTER RAINS. THE IDENTIFIED DISTURBED AREA SHALL BESEEDED WITHIN ONE WEEK AFTER OCTOBER 1. A SITE PLAN DEPICTING THE AREAS TO BESEEDED AND THE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE PUBLICWORKS CONSTRUCTION INSPECTOR. THE INSPECTOR CAN REQUIRE SEEDING OFADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, ORDRAINAGE FACILITIES.

29. ANY AREA TO BE USED FOR INFILTRATION OR PERVIOUS PAVEMENT (INCLUDING A 5-FOOTBUFFER) MUST BE SURROUNDED BY SILT FENCE PRIOR TO CONSTRUCTION AND UNTILFINAL STABILIZATION OF THE SITE TO PREVENT SOIL COMPACTION AND SILTATION BYCONSTRUCTION ACTIVITIES.

30. IF THE TEMPORARY CONSTRUCTION ENTRANCE OR ANY OTHER AREA WITH HEAVY VEHICLELOADING IS LOCATED IN THE SAME AREA TO BE USED FOR INFILTRATION OR PERVIOUSPAVEMENT, 6” OF SEDIMENT BELOW THE GRAVEL SHALL BE REMOVED PRIOR TO

INSTALLATION OF THE INFILTRATION FACILITY OR PERVIOUS PAVEMENT (TO REMOVE FINESACCUMULATED DURING CONSTRUCTION).

31. ANY CATCH BASINS COLLECTING RUNOFF FROM THE SITE, WHETHER THEY ARE ON OR OFFTHE SITE, SHALL HAVE ADEQUATE PROTECTION FROM SEDIMENT. CATCH BASINS DIRECTLYDOWNSTREAM OF THE CONSTRUCTION ENTRANCE OR ANY OTHER CATCH BASIN ASDETERMINED BY THE CITY INSPECTOR SHALL BE PROTECTED WITH A “STORM DRAIN

PROTECTION INSERT” OR EQUIVALENT.

32. IF A SEDIMENT POND IS NOT PROPOSED, A BAKER TANK OR OTHER TEMPORARY GROUNDAND/OR SURFACE WATER STORAGE TANK MAY BE REQUIRED DURING CONSTRUCTION,DEPENDING ON WEATHER CONDITIONS.

33. DO NOT FLUSH CONCRETE BY-PRODUCTS OR TRUCKS NEAR OR INTO THE STORMDRAINAGE SYSTEM. IF EXPOSED AGGREGATE IS FLUSHED INTO THE STORM SYSTEM, ITCOULD MEAN RE-CLEANING THE ENTIRE DOWNSTREAM STORM SYSTEM, OR POSSIBLYRE-LAYING THE STORM LINE.

34. RECYCLED CONCRETE SHALL NOT BE STOCKPILED ON SITE, UNLESS FULLY COVERED WITHNO POTENTIAL FOR RELEASE OF RUNOFF.

SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD


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GENERAL NOTESAND LEGEND

NT2

3

STORM DRAINAGE NOTES

SHALL HAVE A 6' HIGH TEMPORARY CONSTRUCTION FENCE (CHAIN LINK WITH PIER BLOCKS)

ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR

IF THE TEMPORARY CONSTRUCTION ENTRANCE OR ANY OTHER AREA WITH HEAVY VEHICLE

THE SITE, SHALL HAVE ADEQUATE PROTECTION FROM SEDIMENT. CATCH BASINS DIRECTLY

1. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OFCONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARYPERMITS PRIOR TO CONSTRUCTION.

2. BEFORE ANY CONSTRUCTION MAY OCCUR, THE CONTRACTOR SHALL HAVE PLANS WHICHHAVE BEEN SIGNED AND APPROVED BY THE CITY OF KIRKLAND PUBLIC WORKS DEPARTMENT,OBTAINED ALL CITY,COUNTY, STATE, FEDERAL AND OTHER REQUIRED PERMITS, AND HAVEPOSTED ALL REQUIRED BONDS.

3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED INACCORDANCE WITH THE LATEST EDITION OF THE CITY OF KIRKLAND PUBLIC WORKSPRE-APPROVED PLANS AND POLICIES AND THE STANDARD SPECIFICATIONS FOR ROAD,BRIDGE AND MUNICIPAL CONSTRUCTION, PREPARED BY WSDOT AND THE AMERICAN PUBLICWORKS ASSOCIATION (APWA).

4. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL, ALLCHANGES SHALL BE SUBMITTED TO THE CITY.

5. A COPY OF THE APPROVED STORM WATER PLANS MUST BE ON THE JOB SITE WHENEVERCONSTRUCTION IS IN PROGRESS.

6. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SIMILARLY STABILIZED TO THESATISFACTION OF THE CITY OF KIRKLAND DEPARTMENT OF PUBLIC WORKS FOR THEPREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.

7. MINIMUM COVER OVER STORM DRAINAGE PIPES IN ROW OR VEHICULAR PATH SHALL BE 18INCHES, UNLESS OTHER DESIGN IS APPROVED.

8. STEEL PIPE SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.

9. ALL CATCH BASINS SHALL BE TYPE I UNLESS OTHERWISE NOTED. CATCH BASINS WITH ADEPTH OF OVER FIVE FEET (5') TO THE PIPE INVERT SHALL BE A TYPE II CATCH BASIN. TYPE IICATCH BASINS EXCEEDING FIVE FEET (5') IN DEPTH SHALL HAVE A STANDARD LADDERINSTALLED.

10. ALL STORM DRAINAGE MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR INEASEMENTS MUST BE STAKED FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION.

11. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OFSOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT (1') AND MUST MEET THEFOLLOWING SPECIFICATIONS: 4"-8" ROCK/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING;2"-MINUS ROCK/10%-20% PASSING. RECYCLED CONCRETE SHALL NOT BE USED FOR EROSIONPROTECTION, INCLUDING FOR CONSTRUCTIONENTRANCE OR TEMPORARY STABILIZATIONELSEWHERE ON SITE.

12. ALL PIPE, MANHOLES, CATCH BASINS, AND APPURTENANCES SHALL BE LAID ON A PROPERLYPREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTONSTANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (WSDOT). THIS SHALLINCLUDE NECESSARY LEVELING OF THEB TRENCH BOTTOM OR THE TOP OF THE FOUNDATIONMATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TOUNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON AUNIFORMLY DENSE, UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THETRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING," THE FIRSTLIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THETRENCH IS LOOSENED, REGRADED, AND COMPACTED TO FORM A DENSE UNYIELDING BASE.ALL PIPE BEDDING SHALL BE APWA CLASS B, TYPE I, OR BETTER. PIPE SHALL NOT BEINSTALLED ON SOD, FROZEN EARTH, LARGE BOULDERS, OR ROCK. PIPE BEDDING FORFLEXIBLE PIPES SHALL BE PEA GRAVEL TO THE SPRINGLINE OF THE PIPE.

13. CONSTRUCTION OF DEWATERING DISCHARGES SHALL ALWAYS MEET WATER QUALITYGUIDELINES LISTED IN COK POLICY E-1. SPECIFICALLY, DISCHARGES TO THE PUBLICSTORMWATER DRAINAGE SYSTEM MUST BE BELOW 25NTU, AND NOT CONSIDERED APROHIBITED DISCHARGE (PER KMC 15.52.090). TEMPORARY DISCHARGES TO SANITARYSEWER REQUIRE PRIOR AUTHORIZATION AND PERMIT FROM KING COUNTY INDUSTRIALWASTE PROGRAM (206-263-3000) AND NOTIFICATION TO THE PUBLIC WORKS CONSTRUCTIONINSPECTOR.

14. ISSUANCE OF A BUILDING OR LAND SURFACE MODIFICATION PERMIT BY THE CITY OFKIRKLAND DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/ORLIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OFKIRKLAND DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING ANDMAINTENANCE OF THE SYSTEM DURING OR FOLLOWING CONSTRUCTION EXCEPT ASOUTLINED IN THE CITY OF KIRKLAND PUBLIC WORKS STANDARDS.

15. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT DENSITY IN ROADWAYS,ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT DENSITY INUNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 PERCENT.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS,SAFETY DEVICES, PROTECTIVE EQUIPMENT, CONFINED SPACE PROTECTION, FLAGGERS, ANDANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC,AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVEREDBY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPTNORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITYOF KIRKLAND. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS, TRAFFIC CONTROL,AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL APPLY.

17. NO FINAL CUT OR FILL SLOPE SHALL EXCEED SLOPES OF TWO (2) HORIZONTAL TO ONE (1)VERTICAL WITHOUT STABILIZATION BY ROCKERY OR BY A STRUCTURAL RETAINING WALL.

18. ALL MANHOLE LADDERS SHALL BE FIRMLY ATTACHED AND EXTEND TO WITHIN 1' OF THEBOTTOM OF THE STRUCTURE.

19. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLERECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLEFOR VERIFICATION OF EXISTING UTILITY LOCATIONS WHETHER OR NOT THESE UTILITIES ARESHOWN ON THE PLANS. THE CONTRACTOR SHALL EXERCISE ALL CARE TO AVOID DAMAGE TOANY UTILITY. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THECONTRACTOR SHALL NOTIFY THE CITY CONSTRUCTION INSPECTOR AND ANY CHANGESREQUIRED SHALL BE APPROVED BY THE DEVELOPMENT ENGINEER PRIOR TOCOMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT.

20. THE UNDERGROUND UTILITY LOCATION SERVICE SHALL BE CONTACTED FOR FIELD LOCATIONOF EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVESHALL BE CONTACTED IF A UTILITY CONFLICT EXISTS. FOR UTILITY LOCATION IN KINGCOUNTY, CALL 1-800-424-5555. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT UTILITYLOCATES ARE MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT.

21. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, WIDTHS, THICKNESSES, AND ELEVATIONSOF ALL EXISTING PAVEMENTS AND STRUCTURES THAT ARE TO INTERFACE WITH NEW WORK.PROVIDE ALL TRIMMING, CUTTING, SAW CUTTING, GRADING, LEVELING, SLOPING, COATING,AND OTHER WORK, INCLUDING MATERIALS AS NECESSARY, TO CAUSE THE INTERFACE WITHEXISTING WORKS TO BE PROPER, ACCEPTABLE TO THE ENGINEER AND THE CITY OFKIRKLAND, COMPLETE IN PLACE AND READY TO USE.

22. ALL INLET, MANHOLE, AND CATCH BASIN FRAMES AND GRATES SHALL NOT BE ADJUSTED TOGRADE UNTILIMMEDIATELY PRIOR TO FINAL PAVING. ALL CATCH BASIN GRATES SHALL BE SET0.10' BELOW PAVEMENT LEVEL.

23. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYSHALL BE BACKFILLED ONLY WITH 5/8" MINUS CRUSHED ROCK AND MECHANICALLYCOMPACTED (UNLESS OTHERWISE APPROVED BY THE CITY). FOR STREETS CLASSIFIED ASARTERIALS OR COLLECTORS, BACKFILL FOR CROSSINGS SHALL BE CDF. CUTS INTO THEEXISTING ASPHALT SHALL BE NEAT LINE CUT WITH SAW OR JACKHAMMER IN A CONTINUOUSLINE. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL ANDCOMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 30 DAYS AND SHALLBE A MINIMUM OF 1" THICKER THAN THE ORIGINAL ASPHALT WITH A MINIMUM THICKNESS OF2". SEE STANDARD D.02.

24. ALL DAMAGES INCURRED TO PUBLIC AND/OR PRIVATE PROPERTY BY THE CONTRACTORDURING THE COURSE OF CONSTRUCTION SHALL BE PROMPTLY REPAIRED TO THESATISFACTION OF THE CITY CONSTRUCTION INSPECTOR BEFORE PROJECT APPROVALAND/OR THE RELEASE OF THE PROJECT’S PERFORMANCE BOND.

25. GROUT ALL SEAMS AND OPENINGS IN ALL INLETS, CATCH BASINS, AND MANHOLES. JETSETGROUT IS NOT ALLOWED.

26. WHEN WIDENING AN EXISTING ROADWAY WHERE AN EXISTING TYPE I CATCH BASIN WILLREMAIN IN THE TRAVEL LANE, THE EXISTING FRAME AND COVER SHALL BE REPLACED WITH AROUND, LOCKING FRAME AND COVER.

27. FOR OTHER THAN SINGLE-FAMILY DWELLINGS, ALL EXPOSED OR READILY EXPOSED INDOORSTORM DRAINAGE PIPING/PLUMBING SHALL BE LABELED WITH THE WORDS “STORM

DRAIN” WITH MINIMUM 2 INCH HIGH LETTERS.

28. RECYCLED CONCRETE SHALL NOT BE USED AROUND STORMWATER FACILITIES.

STORM DRAINAGE NOTES (CONT)

CHANNELIZATION AND SIGNING NOTES

1. X

2.

3.

LANDSCAPE AND RESTORATION NOTES

1. PROTECT EXISTING TREES PER SITE PREPARATION NOTES AND PLANS. PROTECT ALLVEGETATION ON PRIVATE PROPERTY.

2. TRIM AND REMOVE VEGETATION AND TREES PER SITE PREPARATION NOTES AND PLANS.

3. RESTORE EXISTING LANDSCAPE IMPACTED BY CONSTRUCTION TO EXISTING CONDITIONS ORBETTER PER SPECIFICATIONS. RESTORED LANDSCAPE TO MEET AND MATCH EXISTINGLANDSCAPE GRADES AND PAVEMENT EDGES.

6" SWL

6" DSYCL

6" DWL

10' CW

18" SB

12" MMC

STOP STOP

6" DYL

6" SOLID WHITE LINE

6" DASHED WHITE LINE

6" DASHED YELLOW LINE

6" DOUBLE SOLID YELLOW CENTERLINE

12" MOUNTABLE MEDIAN CURB

SIGN AND POST (PT HT. PER PLANS)

MAINTAINED, RELOCATED, REMOVED,OR PROPOSED SIGN

BICYCLE LANE SYMBOL

SHARED LANE MARKING (SHARROW)

BI-DIRECTIONAL SHARROW

MODIFIED BI-DIRECTIONAL SHARROW

BIKE DOT

WHITE PAVEMENT MARKING

GREEN BICYCLE LANE EXTENSIONMARKING

SHARED USE PATH AND BIKE LANEBUFFER

10' CROSSWALK

18" STOP BAR

YIELD SYMBOL PAVEMENT MARKING

STANDARD PLAN NO CK-5.19B

STANDARD PLAN NO CK-R.19B

STANDARD PLANS NO CK-R.43 &CK-R.44

STANDARD PLAN NO CK-R.34


SHEET DT3

SHEET DT3

SHEET DT3

SHEET DT1

SHEET DT1



SHEET DT1

CHANNELIZATION AND SIGNAGE LEGEND

EXISTING PROPOSED DETAIL

ABBREVIATIONS

+/- = PLUS OR MINUSASPH = ASPHALTASTM = AMERICAN STANDARD TEST METHODAPS = ACCESSIBLE PEDESTRIAN SIGNALAVE = AVENUEBLDG = BUILDINGBP = BEGINNING POINTCB = CATCH BASINCL = CENTERLINECOK = CITY OF KIRKLANDCONC = CONCRETECRZ = CRITICAL ROOT ZONECW = CROSSWALKCY = CUBIC YARDDIA = DIAMETERDSYCL = DOUBLE SOLID YELLOW CENTERLINEDW = DRIVEWAYDWG = DRAWINGDWL = DASHED WHITE LINEDYL = DASHED YELLOW LINEE = EASTELEV = ELEVATIONEP = END POINTEQ. = EQUALESC = EROSION AND SEDIMENT CONTROLEX./EXIST. = EXISTINGFT = FOOTGIS = GEOGRAPHIC INFORMATION SYSTEMSHMA = HOT MIX ASPHALTH:V = HORIZONTAL TO VERTICALIN. = INCHLF = LINEAR FOOTLS = LUMP SUM\LT = LEFTMAX = MAXIMUM

MIN = MINIMUMMMC = MOUNTABLE MEDIAN CURBMPH = MILE PER HOURMUTCD = MANUAL ON UNIFORM TRAFFICCONTROL DEVICESN = NORTHNO. = NUMBERN.T.S. = NOT TO SCALEO.C. = ON CENTEROFF = OFFSETPC = POINT OF CURVATUREP.E. = PROFESSIONAL ENGINEERPI = POINT OF INTERSECTIONPL = PLACEPT = POINT OF TANGENCYR = RADIUSROW = RIGHT-OF-WAYRRFB = RECTANGULAR RAPID FLASHING BEACONRT = RIGHTS = SOUTHSB = STOP BARSF = SQUARE FOOTSPEC = SPECIFICATIONSTA = STATIONSTD = STANDARDSQ = SQUARESWL = SOLID WHITE LINESY = SQUARE YARDTCE = TEMPORARY CONSTRUCTION EASEMENTTYP = TYPICALU.N.O. = UNLESS NOTED OTHERWISEW = WESTW/ = WITHWSDOT = WASHINGTON STATE DEPARTMENT OFTRANSPORTATION

SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD


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GENERAL NOTESAND LEGEND

NT3

4

FRONT ELEVATION

28"

AT-GRADEEMBEDDED

ANCHOR CUP

2"

1.9"

2" ALUMINUMANCHOR CUP

PERSPECTIVEWITH EMBEDDED

ANCHOR CUP

ANCHOR CUPPLUG CAP

SPINS INTOEMBEDDED

ANCHOR CUP

TIGHTEN WITHWRENCH AS

SHOWN

FLEXIBLE DELINEATOR POST

N.T.S.

RAISED INTERSECTION CHEVRON PAVEMENT MARKING

N.T.S.

6'

6'

THERMOPLASTIC PAVEMENTMARKING WHITE

12" GAP

NOTE: CHEVRON PAVEMENT MARKINGS AT SPEED HUMPS ANDSLOTTED SPEED HUMPS SHALL FOLLOW STANDARD PLAN NOCK-R.67 AND CK-R.67B

12'

6"

9"

THERMOPLASTICPAVEMENT MARKINGWHITE

YIELD SYMBOL PAVEMENT MARKING

N.T.S.

6"

40"

1.46

"

R4"

R.315"

8"

TOP VIEW

SIDE VIEW

NOTES:1. POST SHALL BE WHITE WITH

WHITE TUFF CURB UNLESSOTHERWISE NOTED ON PLANS

2. POSTS SHALL HAVE PINCHEDTOPS

28"

2"

WHITE TUFF CURB WITH POST DETAIL

N.T.S.

SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD


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DETAILS

DT1

5

NOTES: 1. BIDIRECTIONAL BIKE SHARROW PAVEMENT MARKINGS

SHALL BE PLACED EVERY 120 FEET ALONG THECORRIDOR. MARKINGS SHALL BE FIELD ADJUSTED TOAVOID BEING INSTALLED ON UTILITY LIDS, OR OTHERSTRUCTURES IN THE ROADWAY. FINAL PLACEMENT TOBE VERIFIED BY ENGINEER.

2. SIGNS TO BE INSTALLED PER STANDARD PLAN NO.CK-R.43

16' MIN.

60' (TYP.)

OM-3R(6"x18" - modified)

OM-3R(6"x18" - CUSTOM)

ON

E

RO

ADLAN

E

CUSTOM SIGN(30"x30")

ON

E

RO

ADLA

NE

CUSTOM SIGN(30"X30")R8-3

(12"x12")

CUSTOM SIGN(12"x6")

R8-3(12"x12")

CUSTOM SIGN(12"x6")

R8-3(12"x12")

CUSTOM SIGN(12"x6")

R8-3(12"x12")

CUSTOM SIGN(12"x6")

10' POST 10' POST

10' POST10' POST

10' POST

10' POST

100' (TYP.)

5' POST

R15' (TYP)

6' MIN.

FLEXIBLE DELINEATORPOST, 6' O.C. (TYP.); SEEDETAIL ON SHEET DT1

5' POST

6" SOLID WHITE LANE LINE (TYP.)

COLORED THERMO PLASTICPAVEMENT MARKING (TYP.)

PAINT AND POST CURB EXTENSION TYPICAL LAYOUT DETAIL

N.T.S.

BIDIRECTIONAL BIKESHARROW PAVEMENTMARKING; SEE DETAIL ONSHEET DT3

R15' (TYP)

6" SOLID WHITE LINE (TYP)

10' (TYP)

TRAIL OR BICYCLE LANE

10' (TYP)

FLEXIBLE DELINEATOR POSTSEE DETAIL ON SHEET DT1

VEHICLE LANE4" SOLID WHITELINE (TYP)

MULTI-USE TRAIL & BICYCLE LANE BUFFER (116TH AVE NE)

N.T.S.

6"(TYP)

6" WHITE PAVEMENTMARKING (TYP)

GREEN THERMOPLASTICPAVEMENT MARKING AND

ANTI-SKID SURFACING(TYP)

6' (TYP)

MATCHBIKELANE

WIDTH

2'(TYP)

TYPICAL BICYCLE CROSSING PAVEMENT MARKING

N.T.S.

SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD


811

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DETAILS

DT2

6

NOTES:1. ALL ROUNDED CORNERS

SHALL HAVE A 1" RADIUS.

2. MARKING SHALL BETHERMOPLASTIC, HEATFUSED PREFORMED, 90 MIL.,OR EQUAL APPROVED BYENGINEER.

6"6"

6"

112"

72"

36"

MODIFIED BI-DIRECTIONAL SHARROW DETAIL

N.T.S.

160"

NOTES:1. ALL ROUNDED CORNERS SHALL HAVE A 1"

RADIUS.

2. BI DIRECTIONAL BIKE SHARROW MARKINGSHALL BE THERMOPLASTIC, HEAT FUSEDPREFORMED, 90 MIL., OR EQUAL APPROVEDBY ENGINEER.

6"6"

6"

112"

BIDIRECTIONAL BIKE SHARROW DETAIL

N.T.S.

*

*4' WITH NO PARKING 12' WITH PARKING

10' MIN.USE BI-DIRECTIONAL

SHARROW IFLESS THAN 10'

30'

EQ.

30'

EQ.

<18' WITH NOON-STREET PARKING

OR<32' WITH ON-STREET

PARKING ON BOTH SIDES

MEASURE FROM THE ITEMS INTHE FOLLOWING ORDER AS THEYEXIST OR ARE PROPOSED:1. BACK OF STOP LINE/STOP

SIGN2. CURB RAMP3. CURB/PAVEMENT POINT OF

TANGENCY

MEASURE FROM THE ITEMS INTHE FOLLOWING ORDER AS THEYEXIST OR ARE PROPOSED:1. BACK OF STOP LINE/STOP

SIGN2. CURB RAMP3. CURB/PAVEMENT POINT OF

TANGENCY

BIKE ON THE BI-DIRECTIONALSHARROW TO BE ORIENTEDUPRIGHT TO A VEHICLE COMINGFROM THE INTERSECTION

ALIGN TIPS OF SHARROWS

NOTE: SHARED LANE PAVEMENT MARKINGS SHALL BEPLACED AT BEGINNING AND END OF BLOCKS ANDEVERY 120 FEET ALONG THE CORRIDOR. MARKINGSSHALL BE FIELD ADJUSTED TO AVOID BEING INSTALLEDON UTILITY LIDS, OR OTHER STRUCTURES IN THEROADWAY. FINAL PLACEMENT TO BE VERIFIED BYENGINEER.

NOTE: SHARED LANE PAVEMENT MARKINGS SHALL BEPLACED AT BEGINNING AND END OF BLOCKS ANDEVERY 120 FEET ALONG THE CORRIDOR. MARKINGSSHALL BE FIELD ADJUSTED TO AVOID BEING INSTALLEDON UTILITY LIDS, OR OTHER STRUCTURES IN THEROADWAY. FINAL PLACEMENT TO BE VERIFIED BYENGINEER.

SHARED LANE PAVEMENT MARKING (SHARROW) PLACEMENT

N.T.S.

BI-DIRECTIONAL SHARROW PLACEMENT

N.T.S.

STOP BAR DETAIL PERSTANDARD PLAN NO. CK-R.28

STOP BAR DETAIL PERSTANDARD PLAN NO. CK-R.28

24"

18"

NOTES:1. THE BIKE DOT ORIENTATION SHALL BE

THE SAME DIRECTION AS ACCOMPANYARROW UNLESS SPECIFIED.

2. MARKING SHALL BE THERMOPLASTIC,HEAT FUSED PREFORMED, 90 MIL., OREQUAL APPROVED BY ENGINEER.

DUPLICATEARROW FORBI-DIRCTIONALBIKE DOT

BIKE DOT WITH ARROW DETAIL

N.T.S.

SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD


811

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DETAILS

DT3

7

5/8" MINUS CRUSHED ROCK GRAVELBASE COURSE, COMPACTED TO 95%MAX DENSITY (ASTM D1557)

ADJUST SIDE SLOPEAS NEEDED, 3(H): 1(V)MAX SIDE SLOPE (TYP)

EXISTING GRADE

EXISTING GRADE

3/8" MINUS CRUSHED ROCK GRAVELADA ACCESSIBLE TOP COURSE,COMPACTED TO 95% MAX DENSITY(ASTM D1557)

3 MAX1

NOTES:1. TRAIL CENTERLINE TO BE STAKED IN FIELD BY CONTRACTOR

AND APPROVED BY THE APPROPRIATE CITY INSPECTOR.2. ALL HAZARD TREES AND TREE LIMBS, AS DEFINED BY THE

WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCESHAZARD TREE BULLETIN, SHALL BE FELLED AND REMOVEDFROM THE SITE.

3. SUBGRADE TO BE TREATED WITH AN APPROVED HERBICIDEPRIOR TO PLACING CRUSHED ROCK.

4. MINIMUM BRANCH CLEARANCE ABOVE TRAIL SURFACE = 7'-0"

24" DEPTH ROOT BARRIER,LOCATION PER PLANS. CLEANLYPRUNE ALL TREE ROOTS LARGERTHAN 2" PER SPECIFICATIONS.

2% MIN, 5% MAXCROSS SLOPE

SUBGRADE COMPACTED TO 95%MAX DENSITY (ASTM D1557)

CRUSHED ROCK PATH

N.T.S.

PER PLAN 4" MIN

SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD


811

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DETAILS

DT4

8

116TH AVENUE NE

NE

75TH

STR

EET

116TH AVENUE NE

NE

75TH

PLA

CE

PED

/BIK

E BR

IDG

EO

VER

I-40

5

118TH AVENUE NE

24+59

10+00

10+50

11+00

11+50

12+00

12+50

13+00

13+50

14+00

14+50

15+00

15+50

16+00

16+50

17+00

17+50

18+00

18+50

19+00

19+50

20+00

20+5021+00

21+5022+00 22+50 23+00 23+50 24+00 24+50

BP: 10+00.00

EP: 24+58.68

PC: 2

0+60

.11

PC: 16+06.46

PT: 1

2+29

.83

PT: 2

2+38

.80

PT: 16+08.24

31+9

4

30+00

31+0

0

116TH AVE NE=30+00.00NE 75TH ST=30+00

EP: 31+94.27

L4

NE 75th Street at 116th Avenue NE

SEGMENT NO.

L4

STATION

30+00.00

DELTA RADIUS TANGENT LENGTH

194.27

BEARING

S87° 34' 42.05"E

NORTHING

248021.3067

EASTING

1307262.1778

C1

L1

C2

L2

C3

L3

116th Avenue NE

SEGMENT NO.

C1

L1

C2

L2

C3

L3

STATION

10+00.00

12+29.83

16+06.46

16+08.24

20+60.11

22+38.80

DELTA

34° 12' 11"

0° 12' 13"

18° 36' 56"

RADIUS

385.00

500.00

550.00

TANGENT

118.45

0.89

90.14

LENGTH

229.83

376.64

1.78

451.87

178.70

219.87

BEARING

S37° 44' 11.58"W

S20° 38' 06.31"W

S20° 31' 59.81"W

S20° 25' 53.30"W

S11° 07' 25.46"W

S1° 48' 57.62"W

NORTHING

249229.5462

249050.4779

248698.0054

248696.3414

248272.9012

248098.3330

EASTING

1307728.6224

1307590.0402

1307457.3081

1307456.6848

1307298.9440

1307264.6200

SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD


811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

25 50 1000

-

-

ALIGNMENT PLAN

AL1

9

N

SURVEY CONTROL NOTES:HORIZONTAL BASIS OF BEARINGS: NAD 83/91

THE WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUMOF NAD 83/91, (US SURVEY FEET). MEAN PROJECT COMBINED SCALE FACTOR = 0.999970114

VERTICAL DATUM:

THE VERTICAL DATUM IS NAVD88, GPS DERIVED FROM THE WSRN-CORS USING GEOID12B MODEL.

METHODOLOGY:

3 INDEPENDENT HORIZONTAL-VERTICAL CONTROL POINT POSITIONS PER STREET INTERSECTIONWERE DERIVED FROM DIRECT REAL TIME NETWORK (RTN) GPS OBSERVATIONS, UTILIZING THEWASHINGTON STATE REFERENCE NETWORK (WSRN) IN THE REALIZATION OF NAD 83/2011 EPOCH2010.00.

A MEAN NORTHING AND EASTING COORDINATE SHIFT FROM NAD 83/2011 TO NAD 83/91 WASDETERMINED FROM 3 PUBLISHED WSDOT DATA SHEETS AND 1 CITY OF BELLEVUE DATA SHEET,LOCAL TO THE PROJECT AREA. A SHIFT OF -0.342 IN NORTHING AND A SHIFT OF -0.354 IN EASTINGWERE APPLIED TO THE NAD 83/2011 COORDINATES TO YIELD NAD 83/91 COORDINATES.

DATE VISITEDBETWEEN DECEMBER 2017, AND JANUARY 2018.

120T

H A

VEN

UE

NE

NE 75TH STREET

51+13

50+0

051

+00

BP: 50+00.00

NE 75TH ST=51+13.25120TH AVE NE=51+13.00

40+0040+50

41+00 41+50BP: 40+00.00

EP: 41+50.00

L5

L6 NE 75th Street at 120th Avenue NE

SEGMENT NO.

L5

STATION

40+00.00


150.00

BEARING

S87° 29' 07.35"E

NORTHING

247967.7540

EASTING

1308538.3332

120th Avenue NE

SEGMENT NO.

L6

STATION

50+00.00


113.25

BEARING

N1° 12' 36.15"E

NORTHING

247851.6993

EASTING

1308600.4019

LAKE WASHINGTONHIGH SCHOOL

SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD


811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

25 50 1000

N

-

-

ALIGNMENT PLAN

AL2

10

116TH AVENUE NE

NE

75TH

STR

EET

APPROXIMATE LIMITS OFWORK FOR CURB WORK -SEE PV5

SAWCUT LIMITS (TYP)

SIDEWALK TRENCHING ANDREPAIR REQUIRED FORBICYCLE PUSH BUTTON

EXISTING CHANNELIZATION TO BEREMOVED BY STREET PRESERVATIONPROJECT. FURTHER COORDINATION ATNEXT DESIGN MILESTONE.

RIGHT OF WAY (TYP)

REMOVE DOUBLE YELLOWCENTERLINE STRIPE, STARTING 50'FROM PROPOSED STOP BAR TO 50'FROM STOP BAR AT 122ND AVE NE

2

42

SAWCUT LIMITS (TYP)

SITE PREPARATION NOTES:1. SEE NT SHEET SERIES FOR GENERAL NOTES AND LEGEND.2. SEE CH SHEET SERIES FOR SIGN REMOVALS.3. SEE TS SHEETS FOR TRAFFIC SIGNAL REMOVALS.4. ALL DIMENSIONS ARE IN FEET, UNLESS OTHERWISE NOTED.5. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE BASED ON

FIELD LOCATES, POTHOLING, AND AS-BUILT DRAWINGS.6. CALL UTILITIES UNDERGOUND LOCATION CENTER AT 1-800-424-5555 48 HOURS

PRIOR TO CONSTRUCTION.7. DRIVEWAY ACCESS MUST BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE

AGREED TO BY THE CITY OF KIKRLAND.8. PAVEMENT TO BE SAWCUT WHEN REMOVAL LIMIT ABUTS PAVEMENT TO REMAIN

IN PLACE.9. SAVE AND PROTECT ALL EXISTING VEGETATION OUTSIDE THE CLEARING AND

GRUBBING LIMITS.10. SEE SPECIFICATIONS FOR TREE AND VEGETATION TRIMMING REQUIREMENTS.

FIELD ADJUSTMENTS MAY BE REQUIRED BY CITY OF KIRKLAND FOLLOWING SIGNINSTALLATION (TYP). FLAG TREES TO BE REMOVED FOR ENGINEER'S APPROVALPRIOR TO REMOVAL.

11. TREE CRITICAL ROOT ZONE (CRZ) IS THE AREA EQUAL TO A 1-FOOT RADIUSFROM THE BASE OF THE TREE'S TRUNK FOR EACH 1-INCH OF THE TREE'STRUNK DIAMETER TAKEN 4.5-FEET ABOVE GRADE. ALL WORK IN CRZ SHALL BEDONE BY HAND. SEE STANDARAD PLAN NO. CK-R.49.

12. SEE OP SHEET SERIES FOR OVERVIEW PLANS SHOWING SITE PREPARATION,CHANNELIZATION AND SIGNAGE NOT INCLUDED ON THE SP AND CH PLANS.

SITE PREPARATION LEGEND:

RIGHT-OF-WAY

APPROXIMATE LIMITS OF WORK

TREE, VEGETATION AND SOIL PROTECTION FENCEPER STANDARD PLAN NO. CK-R.49

TREE CRITICAL ROOT ZONE, SEE NOTE 11

CLEARING AND GRUBBING

REMOVE ASPHALT PAVEMENT

PLANE / GRIND AND OVERLAY, AS SHOWN ON PLANS

REMOVE CONCRETE PAVEMENT

REMOVE CURB

SAWCUT PAVEMENT

REMOVE ITEM

SITE PREPARATION CONSTRUCTION NOTES:PRESERVE AND PROTECT INLET, MH, CB, UTILITY LID

PRESERVE AND PROTECT TREE

REMOVE TREE, SEE NOTE 10

TRIM TREE OR VEGETATION, SEE NOTE 10

REMOVE CURB

1

2

3

4

5

SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD


811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

5 100 20

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

N

-

-

SITE PREPARATION

SP5

11

xx

x x x x

x x x x xGV

2 WV

HHHH

xx

C&G

C&G

NE 75TH STREET


REMOVE DOUBLE YELLOW CENTERLINESTRIPE FROM THIS POINT WEST 50' FROM

PROPOSED STOP BAR ON 116TH AVE NE

1

REMOVE DOUBLE YELLOW CENTERLINESTRIPE FROM THIS POINT EAST TO 50' FROMEXISTING STOP BAR AT 122ND AVE NE











RIGHT-OF-WAY








REMOVE CURB

SAWCUT PAVEMENT

REMOVE ITEM





REMOVE CURB

1

2

3

4

5

SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD


811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

5 100 20

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

-

-

----

SP6

12

N

WW

WW

WW

WW

WW

WW

W

W W W W W W W

x x x x x x x x x x x x x x x x x

x

x

xx

x

xx

xx

xx

xx

x

x

x

x x x

x x

120T

H A

VEN

UE

NE

NE 75TH STREETAPPROXIMATE LIMITS OFWORK FOR RAISEDINTERSECTION

SEE GRADING ANDDRAINAGE PLAN FOR

CULVERT REMOVALAND REPLACEMENT

REPLACE SIDEWALK ONPRIVATE PROPERTY

LAKE WASHINGTON HIGH SCHOOL

HOLY FAMILY SCHOOL

GRIND AND OVERLAY -SEE PAV7

RIGHT OF WAY (TYP)

REMOVE DOUBLE YELLOWCENTERLINE STRIPE FROMTHIS POINT EAST TO 50' WESTOF STOP BAR AT 122ND AVENE

REMOVE DOUBLE YELLOWCENTERLINE STRIPE FROM THIS

POINT WEST TO 116TH AVE NE

3

2 4

1

1

1

1

1

2

2

2

1

5

5

1











RIGHT-OF-WAY








REMOVE CURB

SAWCUT PAVEMENT

REMOVE ITEM





REMOVE CURB

1

2

3

4

5

SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD


811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

5 100 20

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

-

-

SITE PREPARATION

SP7

13

N

ldrake

Text Box

Moved to CNM0113-002

126T

H A

VEN

UE

NE

NE 75TH STREET

RIGHT OFWAY (TYP)

REMOVE BOULDER AND REPAIRTRAIL PER CRUSHED ROCK PATHDETAIL ON SHEET DT4

2











RIGHT-OF-WAY








REMOVE CURB

SAWCUT PAVEMENT

REMOVE ITEM





REMOVE CURB

1

2

3

4

5

SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD


811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

5 100 20

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

-

-

SITE PREPARATION

SP10

14

N

116TH AVENUE NE

NE

75TH

STR

EET

22+50 23+00 23+50

PT: 2

2+38

.80

30+0

0

DETECTABLE WARNINGSURFACE (TYP.)

6.3'6.7'

EDGE OF EXISTING PAVEMENT

I-405 SOUND WALL

12.0'

350

348

349

351

346

347

347

EXISTING EDGEOF PAVEMENT

RIGHT OF WAY (TYP.)

13.1'

C4 (R2.0')

C3 (R2.0')

C2 (R2.0')

C1 (R2.0')

10.07'

PAVEMENT PATCH FOR CURB SIDEPUSH BUTTON INSTALLATION; SEE

SHEET TS5 FOR SIGNAL DESIGN

11.5'

8.1' 8.0'

PAVING AND GRADING NOTES:1. SEE NT SHEET SERIES FOR GENERAL NOTES AND LEGEND.2. SEE SP SHEET SERIES FOR TREE PROTECTION.3. SEE PF AND AL SHEET SERIES FOR CENTERLINE AND ELEVATION

INFORMATION.4. SEE CH SHEET SERIES FOR CROSSWALK LOCATIONS.5. ALL DIMENSIONS ARE IN FEET, UNLESS OTHERWISE NOTED.6. ALL ELEVATIONS ARE TO BOTTOM OF CURB (FLOW LINE), UNLESS

OTHERWISE NOTED.7. ALL CURBS ARE 6 INCHES TALL, UNLESS OTHERWISE NOTED.

120

120

PAVING AND GRADING AND DRAINAGE LEGEND:

RIGHT-OF-WAY

CURB AND GUTTER PER STANDARD PLAN NO. CK-R.17

VERTICAL CURB PER STANDARD PLAN NO. CK-R.17C

FULL DEPTH HMA PER STANDARD PLAN NO. CK-R.09,PAVEMENT PATCH PER STANDARD PLAN NO. CK-R.12

CEMENT CONCRETE RAMP OR SIDEWALK, PER STANDARD PLAN NO. CK-R.21, CK-R.23

GRIND EXISTING HMA AND OVERLAY (DEPTH PER PLANS)

LAWN

EXISTING CONTOURS

PROPOSED CONTOURS

DETECTABLE WARNING SURFACE PER STANDARD PLANNO. CK-R.25B

EXISTING CATCH BASIN

PROPOSED CATCH BASIN PER STANDARD PLAN NO.CK-D.07, D.08, D.09 (AS NOTED ON PLANS)

INTERSECTION CURB RETURN CURVE DATABOTTOM CURB ELEVATIONS

1/2PC

PT

STA:22+80.06, OFF:10.07'RSTA:22+78.06, OFF:12.07'RSTA:22+80.06, OFF:14.07'R

347.4' ±

347.4' ±

347.4' ±

C1

1/2PC

PT

C2

1/2PC

PT

C3

1/2PC

PT

C4


347.4' ±

347.4' ±

347.5' ±


347.4' ±

347.4' ±

347.5' ±


347.5' ±

347.5' ±

347.5' ±

L=6.28', R=2.0', D=180° 00' 00"

L=6.28', R=2.0', D=180° 00' 00"

L=6.28', R=2.0', D=180° 00' 00"

L=6.28', R=2.0', D=180° 00' 00"

SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD


811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

5 100 20

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

N

-

-

PAVING ANDGRADING PLAN

PV5

15

4.0'

11.5' 17.5' 6.0' 15.0'6.0'

PLANE EX. ASPHALT PERSTD. PLAN NO. CK-R.19B 44 LF 4" HIGH MOUNTABLE

MEDIAN CURB PER STD. PLANNO. CK-R.19B

PRESERVE AND PROTECT EX. SSMH

NE 75TH AVENUE





120

120


RIGHT-OF-WAY






LAWN

EXISTING CONTOURS

PROPOSED CONTOURS




SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD


811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

5 100 20

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

N

-

-

PAVING PLAN

PV6

16

50+0

051

+00

51+1

3

BP: 50+00.00

EP: 51+13.25

41+50

40+0040+50

41+00BP: 40+00.00

EP: 41+50.00

STA:40+43.27OFF:12.54' LELEV. 431.12'

STA:40+93.79OFF:12.11' L

ELEV. 431.20'

STA:41+03.79OFF:12.13' LELEV. 431.15'

STA:40+10.4±OFF:12.1'R±

MATCH EXISTING

STA:50+70.19OFF:28.26' RELEV. 431.86'

PT STA:50+31.27OFF:18.87' L

ELEV. 432.91'

STA:50+26.3±OFF:38.0'L±

MATCH EXISTING

PC STA:50+26.30OFF:23.78' L

ELEV. 433.53'

STA:50+22.47OFF:20.52' L

ELEV. 433.42'

STA:50+22.1±OFF:37.9'L±

MATCH EXISTING

STA:41+03.87OFF:16.36' R

ELEV. 431.22'

STA:40+33.31OFF:16.55' R

ELEV. 431.53'

STA:50+77.18OFF:13.43' LELEV. 431.98'

STA:50+76.26OFF:18.72' R

ELEV. 431.67'

430

434

433

C4 (R 5.0')

C1 (R25.0')

C5 (R19.5')C3 (R10.0')

C2 (R25.0')

432

NE 75TH STREET

120T

H A

VEN

UE

NE

430

428

432

434

430

435

434

433

43243

2

431

431

431431

PT STA:41+09.86OFF:25.79' RELEV. 431.25'

RAISEDINTERSECTION

RIGHT OF WAY (TYP.)

431

431

STA:41+09.88OFF:16.38' RELEV. 431.06'

STA:41+45.3±OFF:20.8'R±MATCH EXISTING




EXISTINGCATCH BASIN

RIM=431.2±

STA:40+33.3±OFF:16.8'L±

MATCH EXISTING

STA:40+43.3±OFF:16.8'L±

MATCH EXISTING

STA:40+93.8±OFF:16.7'L±

MATCH EXISTING

STA:41+03.8±OFF:16.7'L±

MATCH EXISTING

STA:40+33.28OFF:11.99' L

ELEV. 431.02'

EXISTINGCATCH BASINRIM=430.5±

EXISTINGCATCH BASINRIM=431.9±

EXTEND EXISTING PVC CULVERT TODAYLIGHT AT STA 40+24.93 OFF 19.85'R

INVERT ELEV. 430.47

ADJUST CATCHBASIN LIDRIM=431.6712" PVC W IE=428.0EX 12" PVC SE IE=428.1±

EX 12" CONC S IE=428.4±

STA:40+21.3±OFF:12.0'L±

MATCH EXISTING

SEE SHEET IS2 FOR ROADWAY PROFILESEE SHEET IS4 FOR PAVING PLAN

STA:41+15.8±OFF:12.2'L±MATCH EXISTINGSDCB 1.8'X2.2' CONCSTA:41+16.73OFF:11.17'LRIM=430.646"CPP N IE=427.8

SDCB 1.9'X2.3'CONCSTA:41+16.65OFF:18.01'LRIM=431.21EX. 12"PVC E IE=427.1±

6"CPP S IE=427.0EX. 12"PVC W IE=426.9±

WAT=426.8 BOT=426.1

TC 431.98'

BC 431.48'

BC 4

31.1

7'TC

431

.67'

TC 432.99'BC 432.47'

STA:50+19.0±OFF:19.0'L±

MATCH EXISTING

45 DEGREE CHAMFERAT END OF CURB; SEEDETAIL

21 LF 12" PVC PIPE @ 11.8% SLOPE




120

120


RIGHT-OF-WAY






LAWN

EXISTING CONTOURS

PROPOSED CONTOURS




STA:40+32.82, OFF:22.11'R

STA:50+71.34, OFF:18.63'L

STA:41+03.63, OFF:25.78'R

STA:50+76.61, OFF:28.27'R

INTERSECTION CURB RETURN CURVE DATABOTTOM CURB ELEVATIONS

1/2PC

PT

C1

1/2PC

PC

C2

1/2PC

PT

C3

1/2PC

PT

C4

STA:40+27.30, OFF:15.82'R

STA:40+90.83, OFF:23.42'RSTA:41+08.45, OFF:15.89'R

STA:50+90.71, OFF:20.20'L

STA:50+71.61, OFF:18.24'R

STA:50+73.14, OFF:13.12'L

STA:40+96.48, OFF:28.78'R

STA:50+31.27, OFF:18.87'LSTA:50+27.76, OFF:20.33'LSTA:50+26.30, OFF:23.71'L

1/2PC

PT

C5

STA:50+84.74, OFF:22.34'L

L=24.73', R=19.5', D=72° 39' 09"

L=38.86', R=25.0', D=89° 04' 15"

L=7.80', R=5.0', D=89° 24' 54"

L=39.34', R=25.0', D=90° 09' 04"

L=15.93', R=10.0', D=91° 18' 00"

431.29'

431.59'

431.65'

432.06'431.88'

433.54'

432.91'433.20'

431.36'

431.68'431.51'

430.79'

431.17'

431.73'

431.37'

CITY OF KIRKLANDSTANDARD CURBSEE CK-R.17

END CURB WITH45° SLOPE TO

MATCH EXISTINGROAD GRADE

JOINT SEECK-R.17 FORDETAIL

EXISTING PAVEMENT

SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD


811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

5 100 20

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

N

-

-

GRADING ANDDRAINAGE PLAN

IS1

17

45° END OF CURB CHAMFER DETAIL

SCALE 1"=1'

ldrake

Text Box


430

435

440

430

435

440

40+00 41+00

431.

3743

1.36

5

430

435

440

430

435

440

50+00 51+00

431.

9043

1.90

0

STA:40+21.29ELEV:430.83

BOTTOM OF RAMPMATCH EXISTING GRADE

STA:40+33.29ELEV:431.20

TOP OF RAMP

STA:41+03.82ELEV:431.32

TOP OF RAMP

STA:41+15.82ELEV:431.15BOTTOM OF RAMPMATCH EXISTING GRADE

STA:50+76.80ELEV:431.80

TOP OF RAMP

STA:50+70.80ELEV:431.46

BOTTOM OF RAMP

STA:50+25.81ELEV:432.45MATCH EXISTING GRADE

STA:51+13.25ELEV:431.76

STA:40+64.52ELEV:431.76

-2.50% -1.87% -1.87% 1.25% -0.91%

PROPOSED GRADE EXISTING GRADE

EXISTING GRADE

PROPOSED GRADE

MATCH NE 75TH STCENTERLINE ELEVATIONSTA:40+64.52

0.63% 2.86%1.84% -1.50%

-2.29% -0.99%

STA:50+91.03ELEV:431.97

SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD

10 200


40

811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NE

KIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

N

-

-

ROADWAYPROFILES

IS2

18

NE 75TH STREET CENTERLINE PROFILE(RAISED INTERSECTION)

120TH AVE NE CENTERLINE PROFILE(RAISED INTERSECTION)

ldrake

Text Box


MILL 2" AND AND OVERLAY TOPROPOSED ELEVATION TO

CREATE RAISED INTERSECTION

RAISED INTERSECTION SIDEWALKSIDEWALK SIDEWALK RAISED INTERSECTION

SIDEWALK RAISED INTERSECTION SIDEWALK

INTEGRAL CONCRETE CURBWITH SIDEWALK

4" CEMENT CONCRETE SIDEWALK

4" MIN. GRAVEL BASE COURSE

95% COMPACTED SUBGRADE

MILL 2" AND AND OVERLAY TOPROPOSED ELEVATION TO

CREATE RAISED INTERSECTION

INTEGRAL CONCRETE CURBWITH SIDEWALK


4" MIN. GRAVEL BASE COURSE

95% COMPACTED SUBGRADE

VALLEY GUTTER PER STANDARDPLAN NO. CK-R.17B

VALLEY GUTTER PER STANDARDPLAN NO. CK-R.17B

MILL 2" AND AND OVERLAY TOPROPOSED ELEVATION TOCREATE RAISED INTERSECTION


4" MIN. GRAVEL BASE COURSE 95% COMPACTED SUBGRADE

WIDENED ROADWAY:4" HMA CL 1/2"6" COMPACTED ATB6" 1-1/4" MINUS CRUSHED ROCK

EXISTING SIDEWALK EXISTING SIDEWALK

NE 75TH ST ALIGNMENT ℄ NE 75TH ST ALIGNMENT ℄

128TH AVE NE ALIGNMENT ℄

SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD

10 200


40

811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NE

KIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

N

-

-

ROADWAYSECTIONS

IS3

19

SECTION 40+35H: 1" = 5'V: 1" = 1'

SECTION 41+00H: 1" = 5'V: 1" = 1'

SECTION 50+82H: 1" = 5'V: 1" = 1'

ldrake

Text Box


GV

3 WV'S

IRG CTRL BOX

BRIC

KPA

TH

4' H

IGH

WO

OD

FN

C

HOLY

PAVED PATH

4' HIGH WOOD FNC

C&G

C&G

EOP

4' HIGH WOOD FNC

DITCH C&G

C&G

WM

MB

50+0

051

+00

51+1

3

EP: 51+13.25

40+0040+50

41+0041+50

BP: 40+00.00

EP: 41+50.00

STA:40+10.56OFF:10.96'L

STA:40+10.45OFF:12.07'R

STA:41+15.79OFF:12.16'L

STA:41+15.86OFF:15.75'R

STA:50+19.16OFF:17.30'RLIMITS OF OVERLAY

STA:50+19.01OFF:18.96'L

TIE CURB INTO EXISTINGPAVEMENT EDGE

STA:40+21.28OFF:11.98'L

STA:40+33.28OFF:11.99'L

STA:40+10.46OFF:10.10'R

STA:41+03.79OFF:12.13'L

STA:41+03.87OFF:16.36'R

STA:50+69.12OFF:11.15'L

STA:50+71.18OFF:13.13'L

STA:50+19.01OFF:16.68'L

LIMITS OF OVERLAY

STA:41+19.86OFF:14.75'R

STA:41+19.79OFF:11.18'L

NE 75TH STREET

120T

H A

VEN

UE

NE

SEE IS1 FOR DETAILED GRADING AND LAYOUTSEE IS2 FOR CENTERLINE PROFILE

STA:40+19.30OFF:10.10'R

STA:40+27.30OFF:15.82'R

STA:50+70.33OFF:16.02'R

STA:50+68.22OFF:16.06'R

STA:40+33.30OFF:16.55'R

STA:40+21.30OFF:15.83'R

PROPOSED LAWN

PROPOSED LAWN

RESTORE EXISTING DRAINAGESWALE PER STANDARD PLAN

NO. CK-D.25, D.25A

24" WIDE VALLEY GUTTER PERSTANDARD PLAN NO. CK-R.17B




120

120


RIGHT-OF-WAY






LAWN

EXISTING CONTOURS

PROPOSED CONTOURS




SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD


811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

5 100 20

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

N

-

-

PAVING PLAN

IS4

20

ldrake

Text Box


x

x

x

x

x

x

NE 75TH PL

PED/BIKE BRIDGEOVER I-405

NE 80TH ST

RAILROAD AVE

10TH

ST

S

10TH

PL

S

CED

AR S

T

KIRKLAND AVE

118T

H A

VE N

E

SEE CH2 FOR CHANNELIZATIONAND SIGNING PLAN

SEE CH1 FORCHANNELIZATIONAND SIGNING PLAN

SEE CH3 FORCHANNELIZATION AND

SIGNING PLAN

SEE CH4 FORCHANNELIZATION AND

SIGNING PLAN

SEE PV5 FOR SITE PREPARATION&SEE CH5 FOR CHANNELIZATION AND

SIGNING PLAN

BIKE ROUTE

BIKE

ROU

TE

STO

P

BIKE ROUTE

STOP

BIKE ROUTE

SPEEDLIM

IT

20

BIKE

ROU

TE

BIKE ROUTE

BIKE ROUTE

SPEEDLIM

IT

20

BIKE ROUTE

BIKE ROUTE

BIKE ROUTE

STO

P

BIKE ROUTE

BIKE

ROU

TE

SPEE

DLI

MIT

20

BIKE ROUTE

AHEAD

AHEAD

BIKE ROUTE

CYCLISTSDISMOUNT

CYCL

ISTS

DISM

OUNT

PATH NARROWS

116T

H AV

E NE

117T

H A

VE N

E

I-405

1

SLAT

ER S

T S

1

NE 75TH ST

EXISTING CHANNELIZATION ON 116THAVE NE TO BE REMOVED BY STREETPRESERVATION PROJECT. FURTHER

COORDINATION AT NEXT DESIGNMILESTONE.

(TYP.)

SITE PREPARATION CONSTRUCTIONNOTES:

REMOVE SPEED HUMP

SAWCUT PAVEMENT FOR PROPOSED SPEED HUMP

REMOVE STRIPING

TRIM TREE OR VEGETATION, SEE SITE PREP. NOTE 4.

SITE PREPARATION NOTES:1. SEE SP SHEET SERIES FOR ADDITIONAL SITE

PREPERATATION NOTES, AND DETAILED SITEPREPARATION PLANS.

2. SEE CH SHEET SERIES FOR SIGN REMOVALS.3. SEE TS SHEETS FOR TRAFFIC SIGNAL REMOVALS.4. SEE SPECIFICATIONS FOR TREE AND VEGETATION

TRIMMING REQUIREMENTS. FIELD ADJUSTMENTSMAY BE REQUIRED BY CITY OF KIRKLANDFOLLOWING SIGN INSTALLATION (TYP). FLAGTREES TO BE REMOVED FOR ENGINEER'SAPPROVAL PRIOR TO REMOVAL.

CHANNELIZATION AND SIGNINGCONSTRUCTION NOTES:

INSTALL BIDIRECTIONAL SHARROW PER DETAIL ONSHEET DT3

INSTALL MODIFIED BIDIRECTIONAL BIKE SHARROWPER DETAIL DT3

INSTALL SLOTTED SPEED HUMP AND/OR SIGNAGEPER STD. PLANS NO. CK-R.67 & CK-R.67B

INSTALL D11-1 SIGN (24"x18")

INSTALL R2-20 SIGN (24"x30")

INSTALL 10' POST PER STD. PLAN NO. CK-R.44

INSTALL SHARED LANE MARKING PER STD. PLANNO. CK-R.46

INSTALL BIKE LANE SYMBOL PER STD. PLAN NO.CK-R.34

INSTALL PAINT AND POST CURB EXTENSION ANDSIGNAGE PER DETAIL ON SHEET DT2

CHANNELIZATIONAND SIGNING NOTES:1. SEE CH SHEET SERIES FOR ADDITIONAL

CHANNELIZATION AND SIGNAGE NOTES, ANDDETAILED CHANNELIZATION AND SIGNING PLANS

2. SEE DT SHEET SERIES FOR PAVEMENT MARKINGAND SIGNAGE DETAILS.

3. SEE SP SHEET SERIES FOR TREE PROTECTION,TREE AND VEGETATION TRIMMING, ANDCHANNELIZATION REMOVALS.

4. SEE PV SHEET SERIES FOR PAVING AND GRADINGPLANS.

1

1

2

3

4

5

6

2

3

7

8

4

9

SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD


811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

40 800 160

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

-

-

OVERVIEW PLAN

OP1

21

N

MATC

HLIN

E SEE SHEET O

P2

x x

x

x x

GV

2 WV

118T

H A

VE N

E

120T

H A

VE N

E

119T

H A

VE N

E

NE 75TH ST


HOLYFAMILYSCHOOL

STOP

ONLY

SPEE

DLI

MIT

20SPEE

DLI

MIT

25

STOP

panelStyle:warning.ssipanelName:W11-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:MIN.:24x24,STD.:30x30,EXP.:36x36,SPCL.:48x48constructPanelMode:0constructPanels:36|24|18

RAISEDINTERSECTION

AHEAD


RAIS

EDIN

TERS

ECTI

ONAH

EAD

SPEEDLIM

IT

20 SPEEDLIM

IT

25

EXCEPTBICYCLES

M.P

.H.

15

M.P.H

.15

SEE SP6 FOR SITE PREPARATION &SEE CH6 FOR CHANNELIZATION ANDSIGNING PLAN

SEE SP7 FOR SITE PREPARATION &SEE CH7 FOR CHANNELIZATIONAND SIGNING PLAN

117T

H A

VE N

E1

1

WM

WM

WM

WV

(4)WV

WV

(2)WV

WM(2)

WM

WM

GV

WVWM

WM

WM

WM

GV

GV

W

WW

WW

W

WM

WM

WM

(4)WM

WM(EMPTY)

GV GM

FH

TELPED

x

x12

2ND

AVE

NE

124T

H A

VE N

E

NE 75TH ST

BIKE

ROU

TE

SPEE

DLI

MIT

20SPEE

DLI

MIT

25

STOP

STOP

STOP

STOP

BIKE ROUTE

BIKE ROUTE

SPEEDLIM

IT

20

BIKE

ROU

TE

BIKE ROUTE

SPEEDLIM

IT

20

BIKE

ROU

TE

SPEE

DLI

MIT

20

BIKE

ROU

TE

BIKE ROUTE

SPEEDLIMIT

25

SPEEDLIMIT

25

SEE CH8 FORCHANNELIZATIONAND SIGNING PLAN SEE CH9 FOR

CHANNELIZATIONAND SIGNING PLAN

3

1

1


4

4


REMOVE SPEED HUMP


REMOVE STRIPING





















1

1

2

3

4

5

6

2

3

7

8

4

9

SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD


811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

40 800 160

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

-

-

OVERVIEW PLAN

OP2

21

N

MAT

CH

LIN

E SE

E SH

EET

OP1

MAT

CH

LIN

E SE

E BE

LOW

LEF

T

MAT

CH

LIN

E SE

E AB

OVE

RIG

HT

MAT

CH

LIN

E SE

E SH

EET

OP3

NE

73R

D S

T

130TH AVE NE

NE

70TH

DR

NE

70TH

PL

YIELD

YIE

LD

YIE

LD

YIELD

STOP

STO

P

SPEE

DLI

MIT

20

BIKE

ROU

TE

END

BIKE ROUTE

BIKE ROUTE

SPEEDLIM

IT

20

BIKE

ROU

TE

SPEE

DLI

MIT

20

BIKE

ROU

TE

BIKE ROUTE

SPEE

DLI

MIT

20

BIKE

ROU

TE

SPEEDLIM

IT

20

BIKE ROUTE



NE

72N

D S

T

NE

71ST

CT

NE

71ST

ST

1 1

4 5 6

4 5 6

1

TREE & VEGETATIONTRIMMING. TRIM TO ROWLINE, AS DIRECTED BYENGINEER. SEE NOTE 4.

44


REMOVE SPEED HUMP


REMOVE STRIPING





















1

1

2

3

4

5

6

2

3

7

8

4

9

126T

H A

VE N

E

128T

H P

L N

E

NE 75TH ST

128T

H A

VE N

E

127T

H A

VE N

E

127T

H P

L N

E

129T

H A

VE N

E

130T

H A

VE N

E

NE 74TH ST

STOP BIKE ROUTE

BIKE

ROU

TE

STOP

BIKE

ROU

TE

BIKE ROUTE

BIKE ROUTE

BIKE ROUTE

STOP

STOP

DEA

DEN

D

BIKE ROUTE

BIKE ROUTE

BIKE

ROU

TE

BIKE

ROU

TE

SPEE

DLI

MIT

20

SPEEDLIM

IT

20

SPEE

DLI

MIT

20

SPEEDLIMIT

20

STO

P




1

11

4

SEE SP10 FOR SITEPREPARATION

4

SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD


811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

40 800 160

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

-

-

OVERVIEW PLAN

OP3

23

N

MAT

CH

LIN

E SE

E AB

OVE

RIG

HT

MAT

CH

LIN

E SE

E S

HEE

T O

P2

MATCHLINE SEE BELOW LEFT

N

KIRKLAND AVENUE

RAILROAD AVENUE

10TH

STR

EET

S

CROSS KIRKLA

ND CORRID

OR

D11-1(24"x18")

M6-6L(12"x9")

D11-1(24"x18")

R2-20(24"x30")

EX. W11-2(30"x30")REMOVE

W11-15(30"x30")

EX. W16-7PL(12"x24")

MAINTAIND11-1

(24"x18")M6-4

(12"x9")

D11-1(24"x18")

M6-6R(12"x9")

EX. W16-7PL(12"x24")

MAINTAIN

W11-15(30"x30")

EX. W11-2(30"x30")REMOVE

D11-1(24"x18")

M6-1R(12"x9") D11-1

(24"x18")M6-1L

(12"x9")

EX. R1-1(30"x30")

& EX. STREET NAMESIGNS

MAINTAIN

10' POST

10' POST

10' POST

10' POST

10' POST

10' POST

EX. 10' POSTMAINTAIN


EX. CROSSWALKS& STOP BAR

BIKE DOT WITHARROW (TYP.)

SHARED LANEMARKING (TYP.)

BIKE

ROU

TE

BIKE ROUTE

BIKE ROUTE

SPEEDLIM

IT

20

BIKE ROUTE

BIKE ROUTE

BIKE ROUTE

STO

P

BI-DIRECTIONALSHARROW

CHANNELIZATION AND SIGNING NOTES:1. SEE NT SHEET SERIES FOR GENERAL NOTES AND LEGEND.2. SEE DT SHEET SERIES FOR PAVEMENT MARKING AND SIGNAGE

DETAILS.3. SEE SP SHEET SERIES FOR TREE PROTECTION, TREE AND

VEGETATION TRIMMING, AND CHANNELIZATION REMOVALS.4. SEE PV SHEET SERIES FOR PAVING AND GRADING PLANS.5. SEE OP SHEET SERIES FOR OVERVIEW PLANS SHOWING SITE

PREPARATION, CHANNELIZATION AND SIGNAGE NOT INCLUDED ONTHE SP AND CH PLANS.

6. ALL DIMENSIONS ARE IN FEET, UNLESS OTHERWISE NOTED.7. SIGN AND SYMBOL MARKING LOCATIONS SHALL BE VERIFIED BY THE

ENGINEER PRIOR TO INSTALLATION. LOCATIONS SHOWN AREAPPROXIMATE ONLY. ACTUAL LOCATIONS SHALL BE DETERMINED INTHE FIELD BASED ON CONDITIONS. SIGNS SHALL NOT BE PLACED TOCONFLICT WITH DRIVEWAYS, UTILITIES, OR VEGETATION. SIGNS SHALLNOT BE PLACED WHERE SIGHT LINES TO THE SIGN ARE BLOCKED BYTREES.

8. SIGNS NOTED "TO BE REMOVED" SHALL INCLUDE REMOVAL ANDSALVAGE OF SIGN AND POST PER SPECIFICATIONS UNLESSOTHERWISE NOTED.

9. REPLACE ALL R2-25 "25 SPEED LIMIT" SIGNS WITH R2-20 "20 SPEEDLIMIT" SIGNS ALONG THE KIRKLAND GREENWAY ROUTE.

SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD

10 200


40

811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

-

-


CH1

24

N

KIRKLAND AVENUE

116T

H A

VE N

E

PED/BIKE BRIDGE OVER I-405

I-405

D11-1(24"x18")

R2-20(24"x30")

D11-1(24"x18")

M6-1R(12"x9")

CUSTOMSIGN

(12"x18")

D11-1(24"x18")

M6-1L(12"x9")

10' POST

10' POST

10' POST

10' POSTBIKE DOT WITHARROW (TYP.)

BI-DIRECTIONALSHARROW (TYP.)

BIKE ROUTE

BIKE

ROU

TE

SPEE

DLI

MIT

20

BIKE ROUTE

CYCLISTSDISMOUNT









SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD

10 200


40

811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

-

-


CH2

25

N

YIELD SYMBOL PAVEMENTMARKING (TYP.)

SEE DETAIL ON SHEET DT1

3'EQ. (6'±)

116TH AVENUE NE

PED/BIKE BR

IDG

E OVER

I-405

4" DYL (126')

R9-6(12"x18")

R9-6(12"x18")

10' POST

FLEXIBLE DELINEATOR POST (TYP.)SEE DETAIL ON SHEET DT2

CUSTOMSIGN

(12"x18")

EX. 10'POST

MAINTAIN

EX W1-8L(18"x24")

MAINTAIN

10+00

11+00

12+00 13+00 14+00 15+00

EDGE OF EXISTING ASPHALTPAVEMENT (TYP.) SIGNS ARE

BACK-TO-BACK

BICYCLE LANESYMBOL (TYP.)

CYCLISTS DISMOUNT

10'POST

OVERLAY PROJECTCHANNELIZATION TO BECONSTRUCTED PRIORTO THIS PROJECT

EQ. (6'±)









SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD

10 200


40

811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

MAT

CH

LIN

E SE

E SH

EET

CH

4 (S

TA 1

5+14

)

N

-

-


CH3

26

EX. BUS STOP SIGN & POSTREMOVE

EX. SCHOOL (S4-3P0 /SPEED LIMIT 20 (RS-1)/WHEN CHILDREN AREPRESENT (S4-2P) SIGN

EX. BUS STOP SIGN &POST MAINTAIN

116TH AVENUE NE

NE 75TH

PLACE

EX. R1-1(30"x30") &EX. POSTMAINTAIN

FLEXIBLE DELINEATOR POST (TYP.)SEE DETAIL ON SHEET DT2

16+00 17+00 18+00 19+00 20+00

EDGE OF EXISTING ASPHALTPAVEMENT (TYP.)

STOP OVERLAY PROJECTCHANNELIZATION TO BECONSTRUCTED PRIORTO THIS PROJECT








9. REPLACE ALL R2-25 "25 SPEED LIMIT" SIGNS WITH R2-20 "20 SPEEDLIMIT" SIGNS ALONG THE KIRKLAND GREENWAY ROUTE. SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD

10 200


40

811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

MAT

CH

LIN

E SE

E SH

EET

CH

3 (S

TA 1

5+14

)

MAT

CH

LIN

E SE

E SH

EET

CH

5 (S

TA 2

0+84

)

N

-

-


CH4

27

116TH AVENUE NE

NE

75TH

STR

EET

D11-1(24"x18")

M6-6L(12"x9")

D11-1(24"x18")

D11-1(24"x18")

EX. SCHOOL (S4-3P0 /SPEED LIMIT 20 (RS-1)/WHEN CHILDREN AREPRESENT (S4-2P) SIGN

EX. BUS STOP SIGNMAINTAIN 18" SB (12')

10' CW

10' C

W

3'

8.5'±

R2-20(24"x30")

M5-2R(12"x9")

M6-4(12"x9")

EX. R1-1(30"x30")

MAINTAIN

10' POST

10' POST10' POST

10' POST

D11-1(24"x18")

M6-6R(12"x9")

FLASHING PED.BEACON. SEESIGNAL PLANS

FLASHING PED.BEACON. SEESIGNAL PLANSREMOVE &RELOCATE EX. BUSSTOP SIGN & POST

NE

74TH

STR

EET

10' POST

10' POST

RELOCATED BUSSTOP SIGN & POST

W11-15(30"x30")

W16-9(12"x24")

W11-15(30"x30")

W16-9(12"x24")

D11-1(24"x18")

R9-6(12"x18")

FLEXIBLE DELINEATORPOST (TYP.)

SEE DETAIL ON SHEET DT2

R9-6(12"x18")

24+59

21+00

22+00 23+0024+00

NE 75TH ST BEGIN STA30+00

31+0

0

EX. 10'POST

MAINTAIN

EX. STREETNAME SIGNS

MAINTAIN

EX. W1-7(48"x24")& OM-1

MAINTAIN

EDGE OF EXISTINGASPHALT PAVEMENT(TYP.)

SIGNS AREBACK-TO-BACK

BIKE ROUTE

BIKE ROUTE

STOP

BIKE ROUTE

BIKE

ROU

TE

SPEEDLIMIT

20

AHEA

D

AHEAD

BIKE

ROU

TE

PATH

NARROW

S

W5-4A(18"x18")

BUFFER; SEE DETAILON SHEET DT2

6" SWL (64')6" SWL (10')3'6'±









SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD

10 200


40

811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

MAT

CH

LIN

E SE

E SH

EET

CH

4 (S

TA 2

0+84

)

N

-

-


CH5

28

x

x x

x x

x

C&G

C&G

NE 75TH STREET

118T

H A

VEN

UE

NE

STOP

ONLY

SPEE

DLI

MIT

20SPEE

DLI

MIT

25

SPEEDLIM

IT

20 SPEEDLIM

IT

25

EXCEPTBICYCLES

R2-20(24"x30")

EX. R1-1(30"x30")

MAINTAINEX. 10'POST

MAINTAIN

EX. 10'POST

MAINTAIN

R2-25(24"x30")REMOVE

R3-5R(30"x36")

NOPARKINGANY TIME

SIGNMAINTAIN

RIGHTARROWPAVEMENTMARKING

R2-20(24"x30") R2-25

(24"x30")REMOVE

NOPARKING

SIGNMAINTAIN

EX. 10'POST

MAINTAIN

R3-7BP(24"x12")

SHARED LANE MARKING(TYP.)


6" DSYCL (35')6" DSYCL (35')


18" SB (13')

MOUNTABLE MEDIANCURB PER PV6









SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD

10 200


40

811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

-

-


CH6

29

N

x

x x x x x x x x x x

x

x

x

xx

xx

xx

x

x

x

xx x x

x

x

120T

H A

VEN

UE

NE

NE 75TH STREET


STOP


RAISEDINTERSECTION

AHEAD


RAIS

EDIN

TERS

ECTI

ONAH

EAD

M.P

.H.

15

M.P.H

.15

W11-15(30"x30")

W16-7PR(12"x24")

W11-15(30"x30")

W16-7PL(12"x24")

W11-15(30"x30")

W16-7PL(12"x24")

W11-15(30"x30")

W16-7PR(12"x24")

W11-15(30"x30")

W11-15(30"x30")

W11-15(30"x30")

W11-15(30"x30")

W16-7PL(12"x24")

W16-7PL(12"x24")

W16-7PR(12"x24")

W16-7PR(12"x24")EX. R1-1

(30"x30")RELOCATE TO BEINLINE WITH NEW

STOP BAR

18" SB (15')

10' CW

10' C

W10' C

W

RAISED INTERSECTION YIELDPAVEMENT MARKING (TYP.)

SEE DETAIL ON DT1

W11-17(30"x30")

W11-17(30"x30")

W13-P1(18"x18")

HOLY FAMILYSCHOOL

EX. S1-1(30"x30")REMOVE

EX. W16-7PL(12"x24")REMOVE

EX. 10'POST

REMOVE

EX. 10'POST

REMOVE



SHARED LANE MARKING(TYP.)

SIGNS AREBACK-TO-BACK SIGNS ARE

BACK-TO-BACK



10' POST

10'POST

10'POST

10'POST

10'POST

10'POST

EX. STREETNAME SIGNSRELOCATEWITH R1-1

W13-P1(18"x18")









SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD

10 200


40

811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

-

-


CH7

30

N

ldrake

Text Box


WM

WM

WM

WM

WM

x x

xx

x

x

x

x

x

x

x

x x

GRAVELDWY

GRAVELDWY

GRAVEL

x

x

x

xx

NE 75TH STREET

122N

D A

VEN

UE

NE


BIKE

ROU

TE

SPEE

DLI

MIT

20SPEE

DLI

MIT

25

STOPSTOP

BIKE ROUTE

BIKE ROUTE

SPEEDLIM

IT

20

BIKE

ROU

TE

R2-20(24"x30")

EX. 10'POST

MAINTAIN

EX. R2-25(24"x30")REMOVE

EX. NOPARKINGANY TIME

SIGNMAINTAIN

D11-1(24"x18")






EX. 10'POST

REMOVE

EX. 10'POST

REMOVE

10'POST

EX. 10'POST

REMOVE

EX. 10'POST

MAINTAIN

EX. R1-1(30"x30")

RELOCATE

D11-1(24"x18")

10'POST

10'POST

10'POST

D11-1(24"x18")

M6-3(12"x9")

R2-20(24"x30")

D11-1(24"x18")

M6-3(12"x9")

COORDINATE WITHCONSTRUCTION AT7504 122ND AVE NE


18" SB (13')

EX. R1-1(30"x30")

RELOCATE

18" SB (15')

REMOVE DOUBLE YELLOWCENTERLINE STRIPE, STARTING

50' FROM STOP BAR

REMOVE STOP BAR

REMOVE STOPBAR









SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD

10 200


40

811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

-

-


CH8

31

N

GM

PED

x x

x

x

x

GR

AVEL

NE 75TH STREET

124T

H A

VEN

UE

NE

STOP

STOP

BIKE ROUTE

SPEEDLIM

IT

20

BIKE

ROU

TE

SPEE

DLI

MIT

20

BIKE

ROU

TE

BIKE ROUTE

SPEEDLIMIT

25

SPEEDLIMIT

25

EX. 10'POST

REMOVE


EX. R1-1(30"x30")

RELOCATE

EX. 10'POST

REMOVE

EX. R1-1(30"x30")

RELOCATE

18" SB (13')

D11-1(24"x18")

R2-20(24"x30")

D11-1(24"x18")

R2-20(24"x30")

D11-1(24"x18")

D11-1(24"x18")

10'POST

10'POST

10'POST

10'POST

M6-3(12"x9")

M6-3(12"x9")


EX. 10'POST

REMOVE

EX. R2-25(24"x30")

RELOCATE

EX. R2-25(24"x30")

MAINTAIN

EX. 10'POST

MAINTAIN

18" SB (11')

EX. STREETLIGHT

10'POST

10'POST









SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD

10 200


40

811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

-

-


CH9

32

N

126T

H A

VEN

UE

NE

NE 75TH STREET

STOP

BIKE ROUTE

BIKE ROUTE

BIKE

ROU

TE

BIKE

ROU

TE

SPEE

DLI

MIT

20

EX. 10'POST

MAINTAIN


MAINTAIN

EX. R1-1(30"x30")

MAINTAIN

W11-15(30"x30")

W16-7PR(12"x24")

10'POST

10'POST

10'POST

10'POST

EX. PUBLIC PATH/TRAIL SIGNMAINTAIN

W11-15(30"x30")

W16-7PL(12"x24")

W11-15(30"x30")

W11-15(30"x30")

W16-7PL(12"x24")

EX. GRAVEL PATH

EX. ASPHALT DRIVE

PATH / TRAILDETAIL PLAN -SEE BELOW

18" SB (10')

W16-7PR(12"x24")

W11-15(30"x30")

W11-15(30"x30")

W16-7PL(12"x24")

W11-15(30"x30")

W16-7PR(12"x24")

W16-7PL(12"x24")

W11-15(30"x30")

W16-7PR(12"x24")

D11-1(24"x18")

R2-20(24"x30")

D11-1(24"x18")

M6-3(12"x9")

D11-1(24"x18")

M6-3(12"x9")

D11-1(24"x18")











EX. PUBLIC PATH/TRAIL SIGN & OM4-1MAINTAIN

EX. GRAVEL PATH

EX. ASPHALT DRIVE

EX. STRIPED MARKERMAINTAIN

7' WIDE PATH

TUFF CURB WITHPOST (TYP) SEEDETAIL ON SHEET DT1

MATCH EDGE OFEXISTINGDRIVEWAY

6" SOLID WHITE LINE(TYP)

6'

BIKE DOT (TYP.)

EX. FENCE (LOCATIONAPPROXIMATE)

8'

PROTECT EX. TREE

SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD

10 200


40

811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

-

-


CH10

33

N

PATH / TRAIL DETAIL PLAN

1"=10'

N

5 100 20

NE 75TH STREET

128T

H A

VEN

UE

NE

127T

H P

LAC

E N

E

BIKE ROUTE

BIKE

ROU

TE

STOP

STOP

DEA

DEN

D

SPEEDLIM

IT

20

EX. STREETNAME SIGNSRELOCATE


D11-1(24"x18")

D11-1(24"x18")

10' POST


18" SB (15')

EX. STOP LINEREMOVE

AREA RESERVEDFOR STREET MURAL

W14-1(30"x30")


MAINTAIN

EX. R1-1(30"x30")

MAINTAIN

R2-20(24"x30")

EX. 10' POSTREMOVE


10' POST

BI-DIRECTIONALSHARROW (TYP.)

6" SOLIDWHITE LINE

R25'









SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD

10 200


40

811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

-

-


CH11

34

N

NE 75TH STREET

130T

H A

VEN

UE

NE

NE 74TH STREET

STOP

BIKE

ROU

TE

BIKE ROUTE

BIKE ROUTE

BIKE ROUTE

SPEE

DLI

MIT

20SPEEDLIMIT

20

STO

P

EX. 10'POST

RELOCATE


EX. R1-1(30"x30")

RELOCATE

D11-1(24"x18")

10' POST

M6-1R(12"x9")

M6-1L(12"x9")

D11-1(24"x18")

D11-1(24"x18")

D11-1(24"x18")

18" SB (13')

6" SOLID WHITELINE (TYP)

FLEXIBLE DELINEATORPOST (TYP) SEE DETAILON SHEET DT1

R20'

10' POST

10' POST

R2-20(24"x30")

R2-20(24"x30")

EXISTING SLOTTEDSPEED HUMP

TRIM TREE.SEE NOTE 6.

29'

28'


MAINTAIN

EX. R1-1(30"x30")

MAINTAIN


MODIFIEDBI-DIRECTIONALSHARROW









SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD

10 200


40

811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

-

-


CH12

35

N

130T

H A

VEN

UE

NE

NE 73RD STREET

YIE

LD

YIELD

YIELD

YIE

LD

BIKE ROUTE

SPEEDLIMIT

20BIKE ROUTE

SPEEDLIMIT

20

BIKE ROUTE

BIKE ROUTE

EX. 10'POST

MAINTAIN

EX. R1-2(36"x36"x36")

MAINTAIN


MAINTAIN

EX. 10'POST

MAINTAIN

EX. 10'POST

MAINTAIN

EX. 10'POST

MAINTAINEX. "WHENTRAFFIC IN

CIRCLE"SIGN

MAINTAIN

EX. "NOPARKINGWITHIN 30

FEET"MAINTAIN

EX. R1-2(36"x36"x36")

MAINTAIN

EX. "WHENTRAFFIC IN

CIRCLE"SIGN

MAINTAIN


FEET"MAINTAIN

EX. R1-2(36"x36"x36")

MAINTAIN

EX. "WHENTRAFFIC IN

CIRCLE"SIGN

MAINTAIN


FEET"MAINTAIN

EX. R1-2(36"x36"x36")

MAINTAIN

EX. "WHENTRAFFIC IN

CIRCLE"SIGN

MAINTAIN


FEET"MAINTAIN

10' POST 10' POST

10' POST 10' POST

R2-20(24"x30")

R2-20(24"x30")

D11-1(24"x18")

D11-1(24"x18")

D11-1(24"x18")

D11-1(24"x18")

M6-3(12"x9")

M6-3(12"x9")


EX. TRAFFICCIRCLE









SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD

10 200


40

811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

-

-


CH13

36

N

130T

H A

VEN

UE

NE

NE 70TH PLACE

STOPSTOP

SPEEDLIMIT

20

BIKE ROUTE

ENDBIKE ROUTE

EX. 10'POST

MAINTAIN


MAINTAIN

EX. R1-1(30"x30")

MAINTAIN

10' POST D11-1(24"x18")

EX. 10'POST

MAINTAIN EX. STREETNAME SIGNS

MAINTAIN

EX. R1-1(30"x30")

MAINTAIN

R2-20(24"x30")

EX.RRFBMAINTAIN

10' CW6" SOLID WHITE LINE(TYP)FLEXIBLE DELINEATORPOST (TYP) SEE DETAILON SHEET DT1

R25'

D11-1(24"x18")

M4-6(12"x9")

10' POST

EX. BUSSTOP SIGNMAINTAIN


R15'









SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED: KL/AL

PREPARED: CS/TD

10 200


40

811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE 75TH ST116T

H AV

E NEKIRKLAND AVE

119T

H A

VEN

UE

NE

130T

H A

VE N

E

I-405

KEY MAPN.T.S.

N

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

-

-


CH14

37

N

NE 75TH ST

116T

H A

VE N

E

SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED:

PREPARED:

10 200


40

811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

CONSTRUCTION NOTES:

INSTALL SOLAR POWERED RECTANGULAR RAPID-FLASHING BEACON (RRFB) SYSTEM BACK-TO-BACK INCLUDING POLE,FOUNDATION SOLAR PANEL, XAV2 AUDIBLE PUSH BUTTON AND SIGNS ACCORDING TO MANUFACTURE'S REQUIREMENT. SEESHEET 39 FOR RRFB DETAILS.

INSTALL SOLAR POWERED RECTANGULAR RAPID-FLASHING BEACON (RRFB) SYSTEM BACK-TO-BACK INCLUDING POLE,FOUNDATION SOLAR PANEL, AND SIGNS ACCORDING TO MANUFACTURE'S REQUIREMENT. SEE SHEET TSDT1 FOR RRFB DETAILS.

INSTALL PUSH BUTTON POST, FOUNDATION, XAV4 AUDIBLE PUSH BUTTON AND SIGN R10-25 ACCORDING TO MANUFACTURE'SREQUIREMENT.

INSTALL PUSH BUTTON POST, FOUNDATION, BIKE PUSH BUTTON AND SIGN R10-25 ACCORDING TO MANUFACTURE'SREQUIREMENT.

INSTALL ONE 1" CONDUIT. CUT THE SIDEWALK ALONG THE CONCRETE PANEL SEAM LINE TO MINIMIZE THE IMPACT.

1

2

3

4

1

2

3

4

WIRING SCHEDULERUNNO. INCLOSURE

ORATTACHMENT

NEW

REMARKSPUSH BUTTON8C

1 1" PVC 1

#

5

5

20 40

SCALE IN FEET

01020(1" = 20')

N

TS5

NE 75TH STSIGNAL PLAN

38

GENERAL NOTES:

1. THE RRFB, PUSH BUTTON POST AND CONDUIT LOCATIONS SHOWN ARE APPROXIMATED. THEY SHALL BE PLACEDOUTSIDE WHEEL CHAIR RAMP AND LANDING AREA.

2. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF KIRKLAND STANDARD PLANS AND SPECIFICATIONS.

3. INVESTIGATE EX. UNDERGROUND UTILITIES PRIOR TO ANY POLE FOUNDATION EXCAVATION OR CONDUIT TRENCHINGTO AVOID DAMAGE TO ANY EXISTING UNDERGROUND UTILITIES.

4. SOLAR POWER PANEL SHALL BE 85W AND BATTERY SHALL BE 100 AHR.

5. CONDUITS SHALL BE SCHEDULE 80 PVC.

6. ALL MATERIALS SHALL GO THROUGH THE SUBMITTAL PROCESS AND BE APPROVED BY THE CITY ENGINEER.

AutoCAD SHX Text

PP

AutoCAD SHX Text

1

AutoCAD SHX Text

1

SHEET NAME

SHEET NUMBER

DRAWING NUMBER

39

MAY 2018DATE

REV. 1

REV. 2

REV. 3

CHECKED:

PREPARED:

10 200


40

811

1st A

VE S

UIT

E 50

0, S

EATT

LE, W

A 9

8104

PHO

NE:

(206

) 297

-160

1 F

AX:

(301

) 927

-280

0w

ww

.tool

edes

ign.

com

CIT

Y O

F KI

RKL

AND

123

FIFT

H A

VEN

UE

KIR

KLAN

D, W

A 98

033

PHO

NE:

(425

) 587

-300

0

NE

75TH

ST

GR

EEN

WAY

KIR

KLAN

D G

REE

NW

AYS

KIR

KLAN

D, W

A

FRONT ELEVATION VIEW

USE DETAILS ABOVEMATCHLINE FOR SIDE

ELEVATION VIEWS

RECTANGULARRAPID-FLASHINGBEACON ~24" (IN) x 4" (IN) x1 1/2" (IN)

MATCHLINE

RECTANGULAR RAPID-FLASHING BEACON

(WITH SOLAR ENGINE)

SIGN W11-15 ~30" (IN) x 30" (IN)

TYPE FB SIGNAL STANDARD

SIGN W16-7P ~24" (IN) x 12" (IN)

PUSHBUTTON TO

TURN ONWARNING

LIGHTSPEDESTRIAN PUSHBUTTON XAV2AND SIGN ASSEMBLY

(SEE NOTE 1)

SIDE ELEVATION VIEW

BI-DIRECTIONAL CONFIGURATION

DETAILS

MATCHLINE

RECTANGULARRAPID-FLASHING

BEACON

SIGNS W16-7PRAND W16-7PL

SIGN W11-2

MOUNTING BRACKETAND STEEL STRAP (TYP.)(SEE NOTE 4)

RECTANGULARRAPID-FLASHINGBEACON

SIGN W11-2

SIGN W16-7PROR W16-7PL

WINDBEAM (TYP.) CONTROL CABINETENCLOSURE(SEE NOTE 6)

PEDESTRIAN PUSHBUTTONAND SIGN ASSEMBLY

(SEE NOTE 1)

1.

NOTES

2.

3.

5.

4.

6.

PEDESTRIAN PUSHBUTTON AND SIGNASSEMBLT - MAY BE SEPARATE PARTS.USE 9" (IN) X 12" (IN) R10-25 SIGN IN ACCORD-ANCE WITH 2009 MUTCD. SIGN MAY INCLUDEINTEGRATED WARNING LIGHTS.

SEE WSDOT STANDARD PLAN J-21.10-04 FOR SIGNALSTANDARD FOUNDATION WITH FIXED BASE DETAILS.

NOT USED

SEE STANDARD PLAN G-30.10 FOR SIGNINSTALLATION ON SIGNAL STANDARD DETAILS.

TERMINATE RRFB WIRE CONNECTIONS PER MANU-FACTURER'S RECOMMENDATION.

CONTROL CABINET ENCLOSURE SHALLBE SIZED BY THE RRFB MANUFACTURER.THE CONTROL CABINET SHALL BEMANUFACTURED PER TERMINAL CABINETREQUIREMENTS OF WSDOT STANDARD SPECIFICATION

SECTION 9-29.25.

SOLAR ENGINEASSEMBLY WITHROUND POST MOUNT ~ORIENTATION FACINGSOUTH

SOLAR ENGINEASSEMBLY WITHROUND POST MOUNT ~ORIENTATION FACINGSOUTH

SEE NOTE 2

TSDT1

SIGNAL DETAILS

39

AutoCAD SHX Text

3" MAX.

AutoCAD SHX Text

3" MAX.

AutoCAD SHX Text

7' - 0" MIN.

AutoCAD SHX Text

ABOVE SIDEWALK

AutoCAD SHX Text

3' - 6"

AutoCAD SHX Text

14' - 0"

AutoCAD SHX Text

2"

75th street greenway-plan-setworks/public... · 2019-11-01 · 3. construction dewatering...

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