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Home My WebLink AboutTED4003193.17SE l/4, SEC..14, TWR 23 N., RGE. 5 E", W.M. ASPHAL T THICKENED EDGE DETAIL NO SCALE CURB -2"- 1/4 " EDGED GROOVE 0. 02 FT 0.02 ii 6.5"FT FT 4" 12" 21-0" ROLLED CURB DETAIL NO SCALE 1-1/2 "R (TYP) CONCRETE OR ASPHAL T CURB, AT CONTRACTORS OPPON 1" WEEP HOLE WHERE READ anvn wW cAnYY rcu-eir RECYCLED PLASTIC OR TIMBER 1 2.5" 114" EDGED GROOVE 6 " 0.02 5 a< FT./FT. 6" 1 wR 0.05 FT/FT 12" 1 "* CEMENT CONCRETE �-- 18" CLASS 5 (1-1/2") *NO TF TOP OF CURB ® DRI VEWA YS VERT/CAL CURB DETAIL 10" " 5" 2� 6 EXTRUDED CURB DETAIL NO SCALE 1" CHAMFER 4 SIDES 8" X 8" X 4'-0" �o I N 1 /2" GALVANIZED EYE BOLT W/WASHER AND NUT. RECESS 1 /8" MIN. THICKNESS NUT AND PEEN BOLT THREADS. GALVANIZED STEEL OR ALUMINUM. INTERIOR SIDE DIMENSIONS 1/4" -- 500# MIN. TEST GALVANIZED GREATER THAN POST CHAIN ANCHORED IN CONCRETE DIMENSIONS • - a • - a t '! t ANCHOR - WITH 6" a <• " X 3/8" co ' _ �': = • ' DIAM STEEL iv ROD %' 3" 0 MIN. "DRAIN PIPE - - 24" REMOVABLE BOLLARD SECTION A -A NO SCALE 6" RECYCLE OR TIMB 8" X 8" Q REMOVABLE BOLLARD PLAN BOLLARD DETAIL NO SCALE ROLLED CURB 2" (3" S.E. IJ6TH ST) CLASS B' COMPAC70 DEPTH ASPHAL TIC CONCRETE CONCRETE 4" COMPACTED DEPTH ASPHALT TREA 45D 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 CGWDI nONS) 3�C�ss �' rt�v�rtd ors 14o�''Ar�, s�,; SMauldtrIfbps rooiG Ckt�23 �,al) nott F# J1 C'LJ /`O A !l L- AC' Sf SURFACING SECT/ON OPTIONS NO SCALE STRUCTURAL FILE ALL FILL SEC776WS FOR INDIVIDUAL LOTS OR ROADS SHALL CONSIST OF STRUCTURAL FILL. STRUCTURAL FILL SHALL BE NON -ORGANIC SOIL, PLACED IN 8" MAX. LOOSE LlF7S WITH EACH LIFT BEING COMPACTED TO 95X OF THE MODIFIED PROCTOR MAX/MUM DENSITY USING ASTM- 91557. SIDEWALK ESM'T L 0CA TED P BEHIND SIDEWALK NDCBU 5" THICK -T LOCK/NG CONC. SLAB MAILBOXES - - - _ 4 � EXPANSION JCYNT (TYP.) MIN ROLLED ROLLED (TYP) CURB CURB ROW -�:J, CURB 1'-4 ` J' CURB 7RAN9PON FLOW LINE Of TRANSI POW VFRT. CURB AREAS W/ THOUT SIDEWALK NOTE• CONTACT RENTON HIGHLANDS POST OFFICE 1-425-227-004 FOR A LIST OF SUPPLIERS. 3' CURB 2` (J" SE 1J67H ST) CLASS B' COMPACTED DEPTH ASPHAL 77C CCWCREIE 1 l/. COMPAC7E0 DEPTH CR. SURFACING TOY' COURSE. 5" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE. SUITABLE SUBGRADE COMPACTED TO 95 X OF MAX. DRY DENSITY. SIDEWALK ESM'T LOCATEO 1' BEHIND -SIDEWALK ROW `EXPANS/OW JONT (TYR) TRANs/nav J'� CURB 7TrANSI LON AREAS W/ TH SIDEWALK NEIGHBORHOOD DEL/VERY& COLLECT/ON BOX UNIT (N. D. C. B. U.) MAILBOX INS TALLA T/ON (PER KCRS DWG. NO. 5-012) 1" CHAMFER 4 SIDES NO SCALE ROLLED CURB _f MAINTAIN FLOWL/NE ALIGNMENT FROM VERT. CURB TO ROLLED CURB (TYP) 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 10 TIMBER SHALL BE PAINTED WHITE. N 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 COUNW PUBLIC WORKS KING COUNTY, WASHINGTON BOLLARDS DWG. 5-013 ih N0. GRADING NOTES Q N o N 1. ALL "K AND MATERIALS SHALL BE /N ACCORDANCE KITH THE LATEST KING COUNTY STANDARDS AND SPECIFICA17ONS. 2. PRIOR TO ANY CONSTRUCLON ACPVITY, THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE -CONSTRUCTION CONFERENCE WWTH THE KING COUNTY CONSTRUCTION INSPEC776W PERSONNEL BY PHONING (206) 296-6642. 3 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WW+HENEVFR CONSTRUCTION /S /N PROGRESS s s s s s S Ilk, 4. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS ANY DEWA LOW FROM THESE z 0 PLANS MNLL REQUIRE PRIOR APPROVAL FROM THE OWNER, ENGINEER AND APPR6PRIA IF PUBLIC AGENCIES. cnfi Z Z = z Z = J J J J O O > 0 0 0 0 0 O 5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY Q� CONSIRUC77CW AC77WTY. k kWi' k k � W W W W W 0 0 0 0 0 6. ALL LOCA77OWS OF EXISTING ULL/LES SHOW HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS 0 W W W W W W AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE OWL Y AND NOT NECESSAR/L Y COMPLETE IT IS THE SOLE RESPONSIBILITY OF THE S s s S S CONTRACTOR TO /NDEPENDENTL Y VERIFY THE ACCURACY OF ALL U77LITY LOCA776WS SHOWN AND TO FURTHER DISCOVER AND A VOID ANY OTHER U77LILES NOT SHOWN HEREON WWICH MAY BE AFFECTED BY THE IMPLEMENTA7ION Of - THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND U77LI77ES LOCAPOW SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUC770N. THE OWNER OR HIS z ^ N REPRESENTA77VF AND THE ENGINEER SHALL BE CONTACTED /MMEDIAIFL Y /F CONFLICTS EXIST. z 7. PER KING COUNTY CODE 9.04 SECnOW D, THE PERSON REQUIRED TO CONSTRUCT 7HE FACILITY PURSUANT TO SEC1701V 9.04 SHALL MAINTAIN A LIABILITY POL/CY /N THE AMOUNT OF ONE HUNDRED THOUSAND DOLLARS (1100, 000) PER INDIVIDUAL, THREE HUNDRED THOUSAND DOLLARS (IJOO,, 000) PER OCCURRENCE AND FIFTY THOUSAND DOLLARS (f50, 000) PROPERTY DAMAGE WHICH SHALL NAME KING COUNTY AS AN � W : J ADDIL6WAL INSURED AND 1011CH SHALL PROTECT KING COUNTY FROM ANY LIABILITY UP TO THOSE AMOUNTS FOR ANY ACCIDENT, v'3 " ~• a NEGLIGENCE, FAILURE Of- THE FACILITY, OR ANY OTHER LIABILITY WHATSOL-VFR RELALNG TO THE CONSTRUC77ON OR MAINTENANCE OF THE oe FACILITY. PROOF CF SAID LIABILITY POLICY S/lALL BE PRONDED TO THE DEVELOPMENT INSPECTION SECTION, 155 MONROE A VENUE N.E., oi'r�ls RENTO WA 98055 (206-255-2531 OR OPERATOR -ASSISTED ZENITH 5050, TOLL FREE) PRIOR TO .51 ,, NG UP A PRE-C6WSIRUC7701V MEELNG, PROVIDED 7HAT /N THE CASE OF FACIL/PES ASSUMED BY KING COUNTY FOR MAINTENANCE PURSUANT TO SECLOW 2050.110 SAID LIABILITY POLICY SHALL BE 7ERM/NA7ED WHEN SAID COUNTY MAINTENANCE RESPONSIBILITY COMMENCES. 8. PLANS SHOWING ALL UNDERGROUND U&177ES MUST BE PROVIDED TO THE KCODES 5EC770N,, (206-296-6642 OR OPERATOR ASSISTED ZENITH 5050, TOLL FREE). PLANS FOR HATERMAIN AND SANITARY SEWER COIVSTRUC77ON MUST BE PROVIDED PR/OR TO THE /NSTALLA T/ON OF ROAD BASE COURSE MA TFRIALS. SAID PLANS SHALL DETAIL THE MEASURES THA T WILL BE TAKEN TO PREVENT S6W EROSION AND SEDIMENTA 77011410 Z o. 9. L OCA LOWS OF ROADWA YS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMATE r FOR DIMENSIONED L OCA 77ONS OF THESE rn >- IMPROVFMENTS, REFER TO THE ARCHITECTURAL 97F PLAN. IMPROVEMENT AND STRUCTURE LOCA77ONS SHALL BE FIELD SET BY THE m Q CIDENGINEER AS REQUIRED. (, a V ui > 10. THE FACIL/LES SHOWN ON THE APPROVED EROSION/SEDIMENTA T/ON CONTROL PLANS SHALL BE CONSTRUCTED//MPLEMEN7E0 PRIOR TO ANY x EX7FNSIVE GRADING OR LAND CLEARING /N ACCORDANCE WITH THAT PLAN. THESE FAC/L/LES MUST BE SA 775FACTOR/L Y MAINTAINED UN77L -z - " CON57RUC776W AND LANDSCAPING /S COMPLETED AND THE POTEN77AL FOR ON97F EROSION HAS PASSED. r W 11. GRADING INTO AREAS OUTSIDE OF THIS PROPERTY /S SUBJECT TO THE WRITTEN CONSENT OF ADJOINING PROPERTY OWNERS. FAILURE TO OBTAIN SUCH CONSENT MA Y REQUIRE A90/776WAL ROCKERY OR OTHER SUITABLE 50/L STAB/LIZA 17ON SUCH THAT ALL GRADING OCCURS N m Z WNTHIN INE PROJECT'S BOUNDARIES. THE CONTRACTOR SHALL VERIFY THE STA W OF THE ADJOINING PROPERTY OWNERS CONSENT BY `� mCNZ CONTAC77NG THE DEVELOPER PRIOR TO PERFORMING OURK OUTSIDE OF PROJECT BOUNDARIES. Z 12 KING COUNTY CODE 12. 88 REQUIRES THA T CCWSTRUC77ON NOISE OCCUR ONL Y BETWEEN 7 A.M. AND 10 P. M. ON WEEKDA Y5 AND 9 A.M. AND Q 10 P. M. ON WEEKENDS. Z a 1.3. GRADES SHOWN ON THIS PLAN REPRESENT THE ENGINEERS ESPMA 1F OF APPROX/MA lF MINIMUM EAR7H#VRK AND OTHER GRADING/SOIL CONSJDERA LOWS. THE CONTRACTOR MA Y AL TER THE GRADES SHOWN TO BETTER ACHIEVE THESE RESUL TS PROVIDED THA T ANY AL 1FRA LON lS SUBJECT TO THE PRIOR APPROVAL IN NRIPNG BY THE ENGINEER, OWNER, AND THE APPROPRIATE KING COUNTY DEPARTMENTS. W Z o 14. THE RECOMMENDAPONS PROVIDED /N THE SOULS REPORT (/ KE01617A) PREPARED BY ASSOCIATED EARTH SCIENCES, DATED NOVEMBER 16, w 2001, SHALL BE INCORPORATED HEREIN BY REFERENCE. WHERE CONFLICTS BETWEEN THE SOILS REPORT RECOMMENDA776WS AND THIS ui DESIGN APPEAR, THE ENGINEER SHALL BE CONTACTED FOR RESOLULON Z N 15. NO FINAL GRADE CUT OR EMBANKMENT SLOPE SHALL EXCEED 2-1 (HOR/Z• V£RT) WITHOUT STABIL/ZAPON BY ROCKERY (NOT TO EXCEED 8) � OR BY RETAINING WALL UNLESS SPECIFICALL Y AUTHORIZED BY A LICENSED SOILS E GlNEER AND APPROVED BY KING COUNTY. ALL Z ROCKERIES OVER 4 FEET HIGH AND ALL RETAINING WALLS OUTSIDE OF KING COUNTY RIGHT-OF-WAY WILL REQUIRE A SEPARA TBUILDING "' PERMIT. 16. ALL ROCKERIES CONSTRUCTED ON THIS PROJECT SHALL COWFORM TO KING COUNTY STANDARD PLANS. 17. ALL SURPLUS OR UNSUITABLE=---- - MA IFR/ALS CLEARED OR EXCA VA TED AND REMOVED FROM THE SITE SHALL BE DISPOSED OF /N AN APPROVED FILL SITE PRIOR TO BEGINNING HAULING CONTACT THE GRADING SEC1701V OF KING COUNTY DOES AT J44-79J5 TO IDEN17FY THE PROPOSED FILL SIT IT WILL BE THE PERM/T7EE'S RESPOWS/B/L/TY TO LOCATE AN ACCEPTABLE DISPOSAL SITE AND TO ASSURE THA T ALL SURPLUS MATERIAL /S PROPERL Y DEPOSITED IN SAME. 18. ALL EARTHWORK UNDER PA ONG TO BE USED BY VEHICULAR TRAFFIC SHALL BE COMPACTED TO A T LEAST 95X OF THE MAXIMUM DRY J DENSITY PER A. S. T.M. D-L557-78 (MODIFIED PROCTCW). 19. UNLESS OTHERWISE NOTED, ALL SPOT ELEVA POWS SHOWN /N PAVED AREAS ARE TOP OF PA VINO. 20. ALL PARKING, DR/ VFWA Y AND LANDSCAPED AREAS SHALL HA VF A T LEAST A 1.OX SLOPE TOWARD THE NEAREST STORM DRAINAGE INTFRCEPLON/CONVEYANCE SYSTEM. PLAN DETAILS OR FIELD M00/F/CAnONS SHALL NOT SUPERSEDE THIS REQUIREMENT. O zi 21. EXJRUOED CEMENT CONCRETE CURBING, WHERE SPECIFIED, SHALL BE CONSTRUCTED /N ACCORDANCE WITH KING COUNTY STANDARDS AND O� O DETAILS OR DETAILS SHOWN OW THESE PLANS. O 22. ANY AREA WH1CH HAS BEEN STRIPPED OF VEGETA 17ON AND WHERE NO FURTHER WnRK /S AN17CIPA TO FOR A PER/OD OF JO DA YS OR MORE � Q \ ch ~ SHALL BE IMMEDIA7FLY STABILIZED WNIH MULCHING, GRASS SEEDING OR OTHER APPROVED EROSION COWIROL TREATMENT APPLICABLE TO 7HE O 77ME OF YEAR IN QVESLOW GRASS SEEDING ALONE WILL BE ACCEPTABLE ONL Y DURING THE MONTHS OF APRIL THROUGH SE07EMBER INCL USI VE. SEEDING MA Y PROCEED NHENEVER I T IS /N THE INTEREST OF THE PERMI TEE, BUT MUST BE AUGMENTED W TH MUL CHING, Q Q NETTING, OR OTHER KING COUNTY -APPROVED TREATMENT. STRAW MUCH SHALL CONSIST OF A MINIMUM THICKNESS OF T#V INCHES SPREAD 0 O E145W Y OVER THE SURFACE TO BE PROTECTED. NETTING MA Y BE REQUIRED TO HOLD MULCH /N PLACE ON STEEP SLOPES. GRASS SEEDING v m SHALL BE ACCOMPLISHED THROUGH THE USE OF A KING COUNTY -APPROVED HYDROSEEDER AND SEED MIXTURE OR THROUGH PLACEMENT OF W AN ACCEPTABLE SOD ` Q O Q 2J MAJOR EXPOSED, GRADED SLOPES SHALL BE PROTECTED BY CLEAR PLAS77C SHEE17NG OR SIMILAR APPROVED METHOD UNTIL SUCH TIME AS Q THE V£GETA LVF COVER HAS BEEN ESTABLISHED SUFF/CIENTL Y TO INHIBIT EROSION. �j '' ,, ,, s W 24 ANY OPEN CUTS OF EXISLNG PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED /N ACCORDANCE WNTH KING COUNTY STANDARDS. . � W ALL CUTS INTO EXISLNG ASPHALT SMALL BE ALONG NEAT, CON17N000S SAWED LINES. A TEMPORARY COLD MIX PATCH SHALL BE PLACED Q IMMEDIATEL Y AFTER BACKFILL AND COMPACLON THE EXISLNG SURFACING MUST BE REPLACED /N KIND (OR 4 INCHES OF COMPACTED V CLASS "B"ASPHAL T CONCRETE WHICHEVER /S GREA7ER) WITHIN JO DAYS OF 7EMPORARYPATCH/NG. THE CONTRACTOR SHALL CLOSELY FOLLOW REQUIREMENTS OF lHE RIGHT -OF WAY PERMIT-- SPECIFICALL Y, ALLOWABLE WORKING HOURS, DETOUR AND WARNING SIGNS, AND NOLFICA PGN GE ROAD AL 1ERA LONS TO THE POLICE AND/OR OTHER EMERGENCY SERVICES. 25. THE CONTRACTOR SHALL BE RESPONSIBLE FCR PROVIDING ADEQUA TF SAFEGUARDS SAFETY DEVICES, PR07EC77VE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED AC7701VS TO PR07FCT THE LIFE, HEAL 7H, AND SAFETY OF THE PUBLIC, AND TO PR07ECT PROPERTY /N CONNECTION WITH THE PERFORMANCE OE WORK COVERED BY THE COWIRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A T LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE W.S.D.O. T. STANDARD V SPECIF/CA LOWS 1-07.23 - TRAFFIC CONTROL SHALL APPL Y. 26. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN A T ALL 77MES BY SWEEPING. WASHING OF THESE STREETS INLL NOT BE ALLOWED WITHOUT PRIOR KING COUNTY APPROVAL. 27. IT SHALL BE THE SALE RESPGiN�BIL/7Y OF THE CONTRACTOR TO ARRANGE RELOCA77ON OR REMOVAL OF EXISLNG ULLITY POLES, STREET W W LIGHTS, TRAFFIC SIGNALS, ETC. BY CONTAC77NG THE APPROPRIATE ULLITY COMPANIES. REFER TO THE PLANS FOR SPECIFICS j 28. ISSUANCE OF THIS BUILDING PERMIT BY KING COUNTY DOES NOT RELIEVE THE OWNER OR THIS CON77NUING LEGAL OBL/GA77ON AND/OR I� Z LIABILITY CONNECTED WNTH STORM AND SURFACE WATER DISPOS177ON AND FURTHER, KING COUNTY DOES NOT ACCEPT ANY OBL/GA77ON FOR O O Q THE PROPER FUNCOWING AND MAINTENANCE OF THE SYSTEM PROVIDED. v j Q 29. ANY FILL PLACED FOR IMPROVED AREAS SUCH AS ROADS, FOUNDALON FOOTINGS OR FLOOR N W V SLABS SHALL BE COMPACTED TO AT LEAST 95X OF MAXIMUM DRY DENSITY /N w ACCORDANCE WITH ASTM TEST OESIGNA776W D-1557 (MODIFIED PROCTOR) OR AS Z > 4 RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER OR ENGINEERING GEOLOGIST. THE ENGINEER OR GEOLOGIST SHALL MONITOR AND APPROEF THE PLACEMENT OF THIS FILL AND THE CCWDI776W OF SOULS UNDER AND BEHIND ANY ROCKERY /NSTALLAPONS OVER 4 FEET IN HEIGHT. WRITTEN CERPFICA PON OF ALL APPROVALS SHALL BE GIVEN TO THE KING COUNTY SITE INSPECTOR. R 319318 MG COUNTY MIS. S. Af-W�W E �i C6WLf776W DATE . SEN C04ftEMV DA7F A PPWO A DATE JA H. SANDERS, P.E. LQ° 8T EN67NEER c1cwt-NTS• il E � O � 0 O ° 5 � Q o w z z > 0 Li 0 cn Q Q 0 w 0 0 o Q SHEET 0 C3"3.1 18 ROJECT NUMBER F 04009