The URL can be used to link to this page

Home My WebLink AboutTED4003193.5SE 1/4, SEC. 14, TWP. 23 N., RGE. 5 E., W.M. GRADING NOTES ASPHAL T THICKENED EDGE DETAIL 1-1/211? (TYP.) - CONCRETE OR ASPHAL T CURB, A T CONTRACTORS OPTION 1 " WEEP HOLE WHERE REQ D -� BOND WITH EPDXY CEMENT -� RECYCLED PLASTIC OR TIMBER 1/8" MIN. THICKNESS GALVANIZED STEEL OR smu_ 1/4" EDGED GROO ✓E 6" 002 I5" FT/FT i 6" a 05 1 MR I FT./FT 12" 1 "* CEMENT CONCRETE I 18" CLASS 5 (1-1/2 ") *NO TE• TOP OF CURB ® DRI VEWA YS VERT/CAL CURB DETAIL 10" EXTRUDED CURB DETAIL NO SCALE 1" CHAMFER 4 SIDES 8" X 8" X 4'-0" I I 1 /2" GALVANIZED EYE BOLT W/WASHER AND NUT, RECESS NUT AND PEEN BOLT THREADS. 500# MIN. TEST GALVANIZED CHAIN ANCHORED IN CONCRETE CO REMOVABLE BOLLARD SECTION A -A NO SCALE RECYCLE OR TIMB 8" X 8" • �maDmiIiiiiii6suelow.01011 BOLLARD DETAIL NO SCALE s 0 , � s rfivlrtd OR �o Avg r , F-1 // cLJ r^O A n C AC SF 2" (3" SE IJ6TH ST) CLASS Y COMPACTED DEPTH ASPHAL 77C CONCRETE CONCRETE. 4" COMPACTED DEPTH ASPHAL T TREA7ED BASE. SUITABLE SUBGRADE COMPACTED TO 95X OF MAX. DRY DENSITY. 6" GRAVEL BASE -CLASS "B" IN COUNTY RIGHT OF WA Y (IF REQ D PENDING SOIL CONDITIONS) 2" (3" SE 136TH ST.) CLASS YCOMPACTED DEPTH ASPHALTIC CONCRE7F 1 1/2" COMPACTED DEPTH CR. SURFACING TOP COURSE. --® 5" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE. SUITABLE SUBGRADE COMPACTED TO 95 X OF MAX. DRY DENSITY. SURFA CING SECTION OPTIONS NO SCALE STRUCTURAL FILL ALL FILL SEC77ONS FOR INDIVIDUAL LOTS OR ROADS SHALL CONSIST OF STRUCTURAL FILL, S7RUC7URA.L FILL SHALL BE NON -ORGANIC SOIL, PLACED IN 8" MAX. LOOSE LIFTS WTH EACH LIFT BEING COMPACTED TO 95X OF THE MODIFIED PROCTOR MAXIMUM DENSITY USING ASTM.' D1557 SIDEWALK ESM'T L0CA 1ED 1' BEHIND SIDEWALK NOCBU 5" THICK LOCKING CONC. SLAB MAILBOXES - - ___ - 1'1 4" T EXPANSION 1 '_ 4 JOINT (T}P) MIN ROLLED ROLLED ROLLED (TYP) CURB CURB - CURB ROW ,3' CURB 1'- 4" 3, CURB 7RANS117ON FLOW LINE OF TRANSITION VERT CURB AREAS WITHOUT SIDEWALK NOTE - CONTACT RENTON HIGHLANDS POST OFFICE 1-425-227-6,304 FOR A LIST OF SUPPLIERS. SIDEWALK ESM'T LOCATED 1' BEHIND SIDEWALK ROW 2' 5' S/W (TYP) 'c' 28.5" EXPANSION ROLLED 17.5 " JOINT (TYP.) CURB .3' CURB 1' 4" 3' CURB TRANS/TION TRANSITION MAINTAIN FLOWLINE ALIGNMENT FROM AREAS WITH SIDEWALK VERT CURB TO ROLLED CURB (TYP) NEIGHBORHOOD DEL/VERY& COLLECTION BOX UNIT (N. D. C. B. U) MAILBOX INS TALLA TION (PER KCRS DWG NO. 5-012) NO SCALE NOTES: 1. RECYCLED PLASTIC BOLLARD SHALL BE WHITE. TIMBER SHALL BE DOUGLAS FIR, DENSE CONSTRUCTION GRADE, AND SHALL BE PRESSURE TREATED WITH A WATERBORNE PRESERVATIVE (ACA, CCA, ACZA) IN ACCORDANCE WITH THE REQUIREMENTS OF SEC. 9-09.3 (4) OF THE WSDOT/APWA STANDARD SPECIFICATIONS. TOP 5" OF TIMBER SHALL BE PAINTED WHITE. 2. STEEL TUBE SHALL CONFORM TO ASTM A53 GRADE A. 3. NUTS, BOLTS, & WASHERS SHALL CONFORM TO ASTM A307. 4. ALL STEEL PARTS SHALL BE GALVANIZED. 5. CONCRETE SHALL BE CLASS 3000. 6. SEE SEC. 5.08. 7. MIN. 50" SPACING ON TRAILS LESS THAN 10' WIDE. 60" SPACING ON TRAILS 10' OR WIDER. •KING COUNTY PUBLIC WORKS KING COUNTY, WASHINGTON BOLLARDS DWG. 5-013 NO. 1. ALL WORK AND MA TERIALS SHALL BE IN ACCORDANCE WITH THE LA TEST KING COUNTY STANDARDS AND SPECIFICA 17ONS. I 2 PRIOR TO ANY CONSTRUCTION AC77WTY, THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE -CONSTRUCTION CONFERENCE WITH THE KING COUNTY CONSTRUCTION INSPEC770N PERSONNEL BY PHONING (206) 296-6642. WWWWW WI 3 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION /S IN PROGRESS. s s ! 5 s S S W,WIW'iW',W W 4. ALL SITE WORK IMPROVEMENTS SHALL BE CONS 7RUCTED IN ACCORDANCE WITH THESE APPROVED PLANS ANY DEVIA770N FROM THESE PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES. > o: oho o o 5. 1T SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRIJC77ON ACTIVITY. 6. ALL LOCATIONS OF E11577NC UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROX/MATE ONL Y AND NOT NECESSARIL Y COMPLETE. IT IS THE SOLE RESPONSIBILITY OF IRE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL U77LITY LOCA7ONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY r�Q_�k� 'OTHER U77ZI77ES NOT SHOWN HEREON WH/CH MAY BE AFFECTED BY THE IMPLEMENTA77ON OF THIS PLAN. THE CONTRACTOR SHALL CONTACT 7HE UNDERGROUND UTIL177ES LOCATION SERVICE (1-800-424-5555) AT LEAST 46 HOURS PRIOR TO CONSTRUCTION.THE OWNER OR HIS' REPRESENTA 17VE AND THE ENGINEER SHALL BE CONTACTED IMMEDIA 1EL Y IF CONFLICTS EXIST. 7 PER KING COUNTY CODE 9.04 SEC770N D, THE PERSON REOU/RED TO CONSTRUCT THE FACILITY PURSUANT TO SEC77ON 9.04 SHALL MAINTAIN A LIABILITY POLICY IN THE AMOUNT OF ONE HUNDRED THOUSAND DOLLARS (1100, 000) PER /ND/V/DUAL, THREE HUNDRED 1 1OUSAND DOLLARS (1300,000) PER OCCURRENCE AND FIFTY THOUSAND DOLLARS (150, 000) PROPERTY DAMAGE tNtI1CH SHALL NAME KING COUNTY AS AN :2 ADD177ONAL INSURED AND WHICH SHALL PROJECT KING COUNTY FROM ANY L/AB/LITY UP TO THOSE AMOUNTS FOR ANY ACCIDENT NEGLIGENCE, FAILURE OF THE FACILITY, OR ANY OTHER LIABILITY WHATSOEVER RELATING TO THE CONSTRUC7701V OR MA/NTENANCE OF THE u' ` �= FACILITY. PROOF OF SAID LIABILITY POLICY SHALL BE PROVIDED TO THE DEVELOPMENT INSPECTION SECTION, 155 MONROE AVENUE NE, 4) RENTON, WA 98055 (206-255-2531 OR OPERATOR-ASS/STED ZENITH 5050, TOLL FREE) PR/OR TO SET77NC UP A PR_F-CONSTRUC77 IV MEETING, PROVIDED THAT IN THE CASE OF FAC/L/77E5 ASSUMED BY KING COUNTY FOR MAINTENANCE PURSUANT TO SEC77ON 2050.110 SAID I LIABILITY POLICY SHALL BE TERMINATED WHEN SAID COUNTY MAINTENANCE RESPONS/BILITY COMMENCES. 8. PLANS SHOWING ALL UNDERGROUND UTLITIES MUST BE PROVIDED TO THE KCDDES SECTION, (206-296-6642 OR OPERA TOR ASS157ED ZENITH 5050, TOLL FREE) PLANS FOR WA7ERMA/N AND SAN/TARY SEWER CONSTRUCTION MUST BE PROVIDED PR/OR TO THE INS TALLA 77ON OF ROAD BASE COURSE MATERIALS. SAID PLANS SHALL DETAIL THE MEASURES THAT WILL BE TAKEN TO PREVENT SOIL EROSION AND SEDIMENTATION. 10 9. LOCA TOONS OF ROAD WA YS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROX/MA T. FOR DIMENSIONED LOCA 77ONS OF THESE IMPROVEMENTS, REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND SIRUC7URE LOCA 77ONS SHALL BE FIELD SET BY THE z � c w ENGINEER AS REQUIRED. cv o v Ckt 10. THE FACILI7ES SHOWN ON THE APPROVED EROSION/SED/M£NTA77ON CONTROL PLANS SHALL BE CONS TRUCTED/IMPLEMEN7ED PRIOR TO ANY -�. EXTENSIVE GRADING OR LAND CLEARING /N ACCORDANCE WITH THAT PLAN. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UN77L s CONS TRUC7ON AND LANDSCAPING /S COMPLETED AND THE POTENTIAL FOR ONSITE EROSION HAS PASSED. Z � 11. GRADING INTO AREAS OUTSIDE OF THIS PROPERTY IS SUBJECT TO THE WRITTEN CONSENT OF ADJOINING PROPERTY OWNERS. FAILURE TO h OBTAIN SUCH CONSENT MAY REQUIRE ADDl77ONAL ROCKERY OR OTHER SUITABLE SOIL 5TA8ILIZA770N SUCH THAT ALL GRADING OCCURSLo a� Z WI771/N THE PROJECT'S BOUNDAR/ES. THE CONTRACTOR SHALL VERIFY THE STA TUS OF THE ADJOINING PROPERTY OIMIIER'S CONSENT BY m CONTACTING THE DEVELOPER PRIOR TO PERFORMING WORK OUTSIDE OF PROJECT BOUNDARIES. z 12. KING COUNTY CODE 12 88 REQUIRES THAT CONSTRUCTION NOISE OCCUR ONL Y BETWEEN 7 A. M. AND 10 P. M° ON WEEKDA YS AND 9 A. M. AND 10 P.M. ON WEEKENDS. Z 13 GRADES SHOWN ON THIS PLAN REPRESENT THE ENGINEERS E517MA TE OF APPROX/MA 7F MIN/MUM EARTHWORK AND OTHER GRAD/NG/SO/L CONSIDERA TTONS. THE CONTRACTOR MA Y AL TER THE GRADES SHOWN TO BETTER ACHIEVE THESE RESUL IS PROVIDED THA T ANY AL TERA TON C� lS SUBJECT TO THE PRIOR APPROVAL IN WRITING BY THE ENGINEER, OVER, AND THE APPROPRIATE KING COUNTY DEPARTMENTS. ® Z 14. THE RECOMMENDATIONS PROVIDED IN THE SOILS REPORT (/ KE07617A) PREPARED BY ASSOCIATED EARTH SCIENCES, DATED NOVEMBER 16, U-i 2001, SHALL BE /NCORPORA TED HEREIN BY REFERENCE WHERE CONFLICTS BETWEEN THE SOILS REPORT RECOMMENEA 17ONS AND THIS w DESIGN APPEAR, THE ENGINEER SHALL BE CONTACTED FOR RESOLUTION. Z 15. NO FINAL GRADE CUT OR EMBANKMENT SLOPE SHALL EXCEED 2. 1 (HORIZVERT) WITHOUT STA81LIZA77ON BY ROCKERY (NOT TO EXCEED 8) OR BY RETAINING WALL, UNLESS SPECIFICALL Y AUTHOR/ZED BY A LICENSED SOILS ENGINEER AND APPROVED BY KING COUNTY. ALL Z ROCKER/ES OVER 4 FEET HIGH AND ALL RETAINING WALLS OUTSIDE OF KING COUNTY RIGHT-OF-WAY WILL REOU/RE A SEPARATE BUILDING `u PERMIT 16. ALL ROCKERIES CONSTRUCTED ON THIS PROJECT SHALL CONFORM TO KING COUNTY STANDARD PLANS. 17. ALL SURPLUS OR UNSUITABLE MATERIALS CLEARED OR EXCAVA7FD AND REMOVED FROM THE SITE SHALL BE DISPOSED OF IN AN APPROVED FILL SITE PRIOR TO BEGINNING HAULING, CONTACT THE GRADING SEC7701V OF KING COUNTY D.D.E.S. AT 344-7935 TO IDENTIFY THE PROPOSED FILL SITE IT WILL BE THE PERMITTTE'S RESPONSIBILITY TO LOCATE AN ACCEPTABLE DISPOSAL SITE AND TO ASSURE THAT ALL SURPLUS MATERIAL lS PROPERL Y DEPOSITED IN SAME. 18. ALL EARTHWORK UNDER PA V/NG TO BE USED BY VEHICULAR TRAFFIC SHALL BE COMPA CTED TO A T LEAST 957OF THE MAXIMUM DRY DENSITY PER A.S. T.M. D-L557--78 (MODIFIED PROCTOR) 19 UNLESS OTHERWISE NOTED, ALL SPOT ELEVA77ONS SHOWN IN PAVED AREAS ARE TOP OF PAWING. O r 20. ALL PARKING, DRI VEWA Y AND LANDSCAPED AREAS SHALL HA VE A T LEAST A 1. OX SLOPE TOWARD THE NEAREST STORM DRAINAGE INTERCEPTION/CONI/EYANCE SYSTEM. PLAN DETAILS OR FIELD MODIFICA77ONS SHALL NOT SUPERSEDE THIS REQUIREMENT. O J 21. EXTRUDED CEMENT CONCRETE CURBING, WHERE SPECIFIED, SHALL BE CONSTRUCTED IN ACCORDANCE WITH KING COUNTY STANDARDS AND DETAILS OR DETAILS SHOWN ON THESE PLANS 22 ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK /S ANTIC/PA TEO FOR A PERIOD OF JO DAYS OR MORE O ` ~ SHALL BE IMMEDIA7ELY STABILIZED WITH MULCHING GRASS SEEDING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE 77ME OF YEAR 1N QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONI 15 OF APRIL THROUGH SEPTEMBER INCLUSIVE SEEDING MAY PROCEED WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, Q NETTING OR OTHER KING COUNTY -APPROVED TREATMENT STRAW MUCH SHALL CONSIST OF A MINIMUM THICKNESS OF TWO INCHES SPREAD ZIP EVENL Y OVER THE SURFACE TO B£ PRO 7ECTED. NETTING MAY BE REQUIRED TO HOLD MULCH IN PLACE ON 57EEP SLOPES. GRASS SEEDING V SHALL BE ACCOMPLISHED THROUGH THE USE OF A KING COUNTY -APPROVED HIDROSEEDER AND SEED MIXTURE OR THROUGH PLACEMENT OF AN ACCEPTABLE SOD 23. MAJOR EXPOSED GRADED SLOPES SHALL BE PROTECTED SY CLEAR PLASI7C SHEETING OR SIMILAR APPROVED METHOD UN17L .SUCH TIME AS THE VEGETATVE'COVER HAS BEEN ESTABLISHED SUFFICIENTLY TO INHIBIT EROSION. Q `Ptz tz I,' W 24. ANY OPEN CUTS OF E11577NG PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH KING COUNTY STANDARDS. ALL CUTS INTO EXIS77NG ASPHALT SHALL BE ALONG NEAT CONTINUOUS, SAWED LINES, A TEMPORARY COLD MIX PA TCH SHALL BE PLACED Q w 4e IMMEDIAT£L Y AFTER BACKfILL AND COMPAC7701V. THE EXISTING SURFACING MUST BE REPLACED IN KIND (OR 4 INCHES OF COMPACTED (j CLASS "B" ASPHALT CONCRETE, WHICHEVERIS GREATER) WITHIN ,30 DAYS OF TEMPORARY PA TCH/NG THE CONTRACTOR SHALL CL OSEL Y FOLLOW REOUIREMENIS OF THE RIGHT OF WAY PERMIT - SPECIFICALL v ALLOWABLE WORKING HOURS, DETOUR, AND WARNING SIGNS, AND NOTIFICATION OF ROAD AL TERA 77ONS TO THE POLICE AND/OR OTHER EMERGENCY SERVICES.VIIIIIIIIIIIIIIII 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUA7E SAFEGUARDS, SAFETY DEVICES, PRO 7EC17VE EOUIPMENT, FLAGGERS AND ANY OTHER NEEDED AC77ONS TO PROTECT THE LIFE, HEWN, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY 1N CONNECTION W 77-i THE PERFORMANCE OF WORK COVERED BY THE CONTRACT ANY WORK W11 TIN THE TRAVELED RIGHT-OF-WAY 11A T MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REOU/RE A T LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE W.S.D.O. T STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL SHALL APPLY 26 THE CONTRACTOR SHALL KEEP OFF -SIT STREETS CLEAN A T ALL TIMES BY SWEEP/NG. WASHING OF 7HESE STREETS WILL NOT B£ ALL OWED WITHOUT PRIOR KING COUNTY APPROVAL. 27. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE RELOCA77ON OR REMOVAL OF EX15771VG U77LITY POLES, STREET W W LIGHTS, TRAFFIC SIGNALS ETC BY CONTAC71VG THE APPROPRIATE UTILITY COMPANIES. REFER TO THE PLANS FOR SPECIFICS. c , W Z � w 28. ISSUANCE OF THIS BUILDING PERMIT BY KING COUNTY DOES NOT RELIEVE THE OWNER OF THIS CON77NUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM AND SURFACE WATER DISPOSITION AND FURTHER, KING COUNTY DOES NOT ACCEPT ANY 08LIGA77ON FOR O A O z THE PROPER FUNC770NIIVG AND MAINTENANCE OF THE SYSTEM PROVIDED. O jl � V >' Q 29. ANY FILL PLACED FOR IMPROVED AREAS SUCH AS ROADS, FOUNDA1701V FOOTINGS OR FLOOR O N v SLABS SHALL BE COMPACTED TO AT LEAST 95X OF MAX/MUM DRY DENSITY /N N ACCORDANCE Wl1H ASTM TEST DES/GNA TION D-1557 (MOD/FIED PROCTOR) OR AS '� > o RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER OR ENGINEERING GEOLOGIST, JHE ENGINEER OR GEOLOGIST SHALL MONITOR AND APPROVE 77 E PLACEMENT OF THIS FILL AND THE COND177ON OF SOILS UNDER AND BEHIND ANY ROCKERY INSTALLA7701VS OVER 4 FEET IN HEIGHT, WRIT7EN CER77FICA17ON OF ALL APPROVALS SHALL BE GIVEN TO THE KING COUNTY 517F INSPECTOR. EN G COUNTY D.D.E.S. RFIAEW ENGINEE ' COMPLETION DATc SENIOR ENG WmcR COIi PLERON DATE DAMES H. SANDERS, P.E. APPfrOV& DATE DEVELOPMENT ENGINEER COMMENTS' vI � > O Z Z O w u � 0� U) Q IL 4 w r�, n 0 0 0 Q SHEET OE 03.31 18 PROJECT NUMBER 04009 b 2 0 O i L) 6