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NE 1/4 SECTION 17, TOWNSHIP 28 N, RANGE 5 E, W.M.
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<br /> D.R. STRONG
<br /> �a' �nNoscaPe CONSULT/N('i ENGINEERS
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<br /> ENG/NEERS PLANNER5 SURVEYORS
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<br /> ,s+ae.�a s�as e � I I � I e ' R � S ; &; I � � � ; � N� ; m; I � � � � tl � GENERAL NOTES:
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<br /> 10" LANOSCAPE i i �<� � - - � '� ` ` - '�, T� 3. APPROXIMATE LOCA7/0NS OF EXlS7/NG U7/CI➢ES HAI�E BEEN OB7AINED j � T O
<br /> BUFFER ` " ' ' ' � � � � ' ' - �� � " _ FROM A✓AILABLE RECOROS AN� ARE SNOWN FOR CONVENIENCE THE S Q �n °�
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<br /> E� JJRD PL SE SHOWN. lF CONFLICTS lM7H EXlS77NG U7ILl71ES ARISE DURING � ^ � � � O
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<br /> �- �� � - - . INSPECTOR AND ANY CHANGES REOUIREO SHALL BE APPROUEO BY 7NE x ` J
<br /> � � � � , 8" PVC �g-�p.g` p � RM�+ _'. -f-f CITY ENGINEER PRIOR TO COMMENCEMENT OF RELA7E0 CON57RUCDON � Q X W W
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<br /> �� � � " - - - - _ � __ _- _ _ _ . 7$ 1.�8 L EASEMEN75 MUS7 BE STAKED BY SURUEY FOR LME AND GRAOE PRIOR
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<br /> SNOHOMISH COUNTY PUBLIC WORKS DETAIL 8-040 SNOHOMISH COUNTY PUBLIC WORKS DETAIL 8-030
<br /> GENERAL RIGHT OF WAY RESTORA770N REQUIREMENTS SNOHOM/SH COUNTY RIGHT OF WAY NOTES: U77LlTY TRENCH RESTORATION AND BACKFILL
<br /> 7. AT 7HE fNGINEfR'S DISCREI70N, PRIOR TO COMM£NCING ANY CON57RUCTlON, PHOTOGRAPNS DEPICDNC PRf-EX1571NG ROAOWAY CONDITIONS WILL BE �� REMO�E A6ANDONEO PIPES lN7HIN THE RIGHT OF WAY �_ LONGITUDINAL 7RENCH - 2" ASPHALT CLASS B 0✓EkLAY.
<br /> REOUIREO EUERY 50 FE£T lN PA✓EO AREAS OR ANY OIHER LOCA770N AS SPECIFI£D BY 7NE ENC.MEER. 2. ALL P/PES SHALL HAUE A MlNIMUM OF 72" COVER AT 7HE TOP OF BELL TRANS✓ERSE 7RENCN - 2" ASPHALT CLASS B OVERLAY WHERE
<br /> 2. 5/CNWG, FLACGING ANO 7RAFFIC CONTROL SHALL BE IN ACCORDANCf Wl7H THESE STANDAROS, 7HE W5007 7RAFFlC MANUAL AND 7HE MANUAL OF UNIFORM OR SHALL HAVE A MINIMUM COVER PER 7HE MANUFAC7URER'S MUL7IPLf CR059NC5 BY SAME UTIU7Y.
<br /> TRAFFIC CON7ROL OENCES.
<br /> SPECIFICAAONS, WHICHEVER IS GREATER. p, EXISANG PAUEM£NT.
<br /> 3. PRIOR TO PLACINC OF ANY SURFACE MA7ERIALS ON THE ROAOWAY, l7 �
<br /> 3. ONE LANE OF 7RAFFlC SHALL REMAIN OPEN AT ALL ➢MES AT7ENDE0 6Y FLAGMEN AND APPROPRIA7E CONS7RUCTION 96NM6 PRONDED. 7HE ROAD SHALL SHALL B£ THf RESPONSlBILl7Y OF 7HE DEVELOPER OR U7ILITY TO d LONGl7U�lNAL 7RENCH - 6' ACP OR 2" ACP + 4" A78. 9 3 9
<br /> BE RESTOREO TO TWO-WAY TRAFFIC AT THE END OF EACH WORKING DAY. APPUCAJ10N5 FOR R7TAL ROAD CLOSURES MUST BE FILEO WITN SNOHOM/SH pR0✓IDE DENSITY IEST REPORTS AS SPECIFIEO IN EDOS
<br /> COUN7Y PUBLIC WORKS AT LEAST 5 DAYS PRIOR TO THE AN7IClPA7ED CCOSURE. ( ) CER77FlED BY 7RANSUERSE 7RENCH - 8� ACP OR 2" ACP + 6" A7H. lF
<br /> A PROFESSIONAL ENGINEER CICENSED f0 PRACTICf IN THE STA7E OF CONCRETE, RESTORADON SHALL BE lN ACCORDANCE W7TH
<br /> 4. £XISDNC ORAINAGE Dl7CHE5 CULl�ER75, E7'Q, SHALL BE KEPT CCEAN AT ACL TIMES 7EMPORARY DItrERSION OF ANY ORAINAGE SYSTfM WILL NOT BE k'ASHlNG70N. SECTION 5-OS OF 71HE WSDOT/APWA SPECIf7CA7lON5.
<br /> PERMITTED V.9THOUT THE CONSENT OF THE ENGINEER. ANY ORAINAGE CULVERT, CATCH BASIN, MANHOLE OR OTHER ORAINAGE STRUCNRE DISNRBED BY q 7ryE OEbELOPER/CON7RACTOR SHALL BE RESPONSIBLE FOR lN7ERlM 4.. NADVE MATERIAL, BANK RUN GRA✓EL, CSTC OR CON7ROL � '
<br /> fXCAVA710N SHALL 6f REPLACEO W]TH NEW MATERIAL OR REPAIRED TO 7HE SA7/SFAC7/ON OF THE ENGINEER 7EMPORARY EROSION/SEDIMEN7A➢ON 7RqFRC CON7ROL OURING CONS7RUCTlON ON OR ALONG TRAVELED DEN9TY FILL MAY BE REOUIRED BY 7NE ENGINEER. 5 - 8 �- -" . � �
<br /> CONTROL MEASURES SHALL BE EMPLOYED TO PR07ECT ADJACENT PROPER7Y ANO STORM DRAINAGE FACILl7/ES. p � �
<br /> COUNTY ROADWAYS. THE DfVELOPER/CON7RACTOR MUST SU9MlT A 5. NEAT LINE WT, CLEAN, HEAT & TACK EOGfS WITH SEALER 12". ^ �"% 12" Q �
<br /> 5 GRAbEL SHOULDERS 0/SNRBED BY EXCAVA7/ON SHALL BE SHAPED TO COUN7Y STANDAROS ANO PROVIDEO WITH A MINIMUM OF 6 INCHES COMPACiEO 7RAFFlC CON7AOL PLAN 70 PUBL/C WORKS (PERMIT COUN7ERJ AND CSS-i & SEAL VNTH HOT ASPHALT CEMENT. �
<br /> CRUSHEO SURFACING TOP COURSE. RECEIVE APPROVAL PRIOR TO COMMENCEMENT OF ANY CONSTRUCflON �
<br /> 6. TEMPORARY RESTORADON OF 1-RENCHES FOF OVERNIGHT
<br /> 6. lF IN THf OPINION OF THE ENGINEfR, WEA7HER CONDIIIONS DETERIORAIE TO 7NE POINT WHERE 1HE 7RAV£LED ROADWAYS ARE UNSAFE FOR THE PUBLIC OR 5. CONSlS7AN7 N1TH EDOS CHAP7ER 8-05, ANY DEVELOPERS, UDLl71E$ US£ SHALL BE ACCOMPLISHED BY USING COLD MIX, A7B, OR � 4
<br /> DEP7IMENTAL TO 7HE RESTORA7/ON OF 7NE ROAOWAY, EXCAVAAON SHALL CEASE IMMEOIATELY ANO CLEANUP SHALL BE PROMPRY ACCOMPLISHED. OR 07HER5 /N7ENOING TO TRENCH M £XISTING OR PROPOSEO COUN7Y S7EfL PLA7ES.
<br /> RIGHT-0FWAY SHALL NO�IFY PLANNING ANO OEI�ELOPMEN7 S£RY/C£5 '
<br /> 7. ALL PIPE OR 07HER MA7fRlAL STORfO ALONG COUNTY RIGHT-OF-WAY MUST BE PLACEO AT A SAFE DISTANCE FROM IHE TRA✓ELED ROAOWAY lN SUCH A INSPECPON SECiION NOT LfSS 7HAT 3 WORKING DAYS PRIOR TO �, pqTCH SHALL BE MACHME ROLLED FLUSH 4N7H EX157/NG N O RT H �
<br /> MANNER AS TO AVOID FALLING ONTO TNE ROAOWAY. PERFORMINC WORK. MUST APPLY FON EDOS OENA7ION IF NOT �
<br /> PAUEMENT AND 5/HALL BE PLACED PER SECAON 5-04 OF THE Z
<br /> CONSIS7ENT WITH EDOS CHAP7ER 8. WS00T APWA SPECIFlCA710NS 1z 7zll GRAPHIC SCALE �
<br /> 8 NO EXCE55 OR UNSUI7ABLE MAIERIAL SHALL BE WAS7E0 ON COUN7Y RlGH7-OF-WAY. ANY SUCH MAlERIAL OUMPED ON PRlVA7£ PROPER7Y MAY REOUIRE �
<br /> A GRADINC PERMIT. VFPoFICA➢ON N17H SNOHOMISH COUNTY PLANNING & DEUELOPMENT SER�ICES lS REOUIRED. D+24" O 20 40 80 Z Q
<br /> 8. COKR OEPTH OVPR UNOERGROUNO UTILRIES SHALL ' �
<br /> CONFORM TO F£OERAL AND STA7E REGULADONS. DETAIL&030 `��--
<br /> 9. STREET SURFACES SHALL BE CLEANED AT THE END OF EACH DAYS OPERAHON Wl7H A POWER BROOM OR 07HER APPROVFO MEANS NOTTOSCALE 1 INCH =40 FT. � o
<br /> 9. TR£NCHES IN CONCRE7E PAUEMENT SHALL BE RESTORED V
<br /> 70. NO OPEN CU7 CROSSING OF COUNTY ROADS OR STREETS SHALL Bf MADE W77HOU7 THE APPROVAL OF 7HE ENGINEER. US/NG AE BARS OR DOWfL BARS lN ACCORDANCf WIIH � �
<br /> 77. MAXIMUM AMOUNT OF OPEN iRENCN IN ROA05 SHALL BE 400 LINEAL FE£i. AT 7HE ENO OF EACH DAY, ALL 017CHES MUST B£ BACKFILLED OR COI�EREO SECl70N 5-OS OF THE W500T/APWA SP£GFICA7ION5.
<br /> W77H 57EEL PLA7ES AND BARRICAO£D W77H FLASHING WARNING L/GH7S TO PREVENT P£OPLE OR ANIMALS FROM FALLING INTO 7HE TftENCH SEE TEXT SECDONS 8-0$ 8-04, 8-05.
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<br /> . 72 RNAL CLEANUP INCLUDING COMPLE7E RES70RADON OF SHOULOERS, CLEANING OF DITCHE$ CULVERTS AND CATCH BASM$ AND REMOVAL OF LOOSE � �
<br /> MAIER(AL FROM BACK SLOPES OF 0/TCNES SHALL N07 EXCEED 1500 LF BEHIND EXCAVATING OPERA7ION5 OR AS REOUIREO BY THE ENGMEER. R E C O R D D RAW I N G � �
<br /> This Record Drawing has been preparetl, in part, basetl
<br /> on"As-euilt'intormation provitletl by others.Though
<br /> the as-built information and this tlrawing are basetl on DRAFTED BY.' CWA
<br /> the best available intormatlon, no p�esumption should
<br /> made egar ��g�hea�aw��g�sa���,a�Y. RECORD DRAW/NG DESIGNED BY� JSM
<br /> � PROJEC7 ENGINEER.� JSM
<br /> �.�4-19
<br /> �i ned ey . Date DRAFTED BY.' DAS DATE: 07.05.2018
<br /> \�{Y\�1C`n���� Permit Inspec[or PROJEC7 NO.: 16063
<br /> PrintName&Title DATE: JULY 18. 2019
<br /> � ORAWING.' SS�
<br /> R.� \2076\0\I6063\3\Orawings\As-builfs\Plots\Clty of Evereft SSWA\RO_02-355 7 606 3.dwg 7/17/20i9 5'26:16 PM
<br /> COPYRIGHT � 2019, DR. STRONG CONSULTING ENGINEERS WC. SHEET.' 2 OF 4
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