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A POHfioN OF THE NW 1/4 OF THE SW 1/4 AND A PORTION OF THE SW 1/4 OF THE NW U4 OF SECTION 12,TOWNSHP 28 NORTH,RANGE 4 EAST,WM-SNOHOI SH CIXINTY,WASHINGTON
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<br /> GRADING NOTESre
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<br /> 1. THE DESIGN 511011 IS BASED UPON 111E ENGINEER'S UNDERSTPNDING Of THE EXISTING S. ALL T AND FlLL SLOPES WALL BE CONSTRUCTED PER 111E USC CODE AND APPLICABLE C
<br /> 1 CONDITIONS. THE PLAN DOES NOT RE RESENT A DETAILED BEAD SURVEY. THE EXISDNG CONORIONS LOCAL REGULUTON. ALL CIT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERMTSE `� 3
<br /> WDWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY ASPI DATED.R DAR.THE NOTED.
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<br /> CONTRACTOR IS RESPONSIBLE FAR VERIFYING FIND CONDITIONS PRIOR TO BIDOBIC THE PROPOSED
<br /> SIlEWARK IMFROVENENRS. F CONNCIS ARE DISCOVERED.111E CONTRACTOR WALLNOTIFY RAE CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALLNATURAL AND C.<1
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<br /> OWNER PRIOR TO INSTALLATION OF ANY PORTON CF THE NTEWOWC 111101 WOULD BE AFFECTED.IF PAVED AREAS AND SHALLGRADE AAL AREAS TO PRECLUDE PONDNG OF WATER. yZ
<br /> CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY,INCLUDING 1OPOGRAPHT AS WDWN qi THE
<br /> PIANS,11T10UT EXCEPTION,HE SHALL NAVE MADE.AT HIS OWN BAPENSE,A TOPOGRAPHIC SURVEY ALL Pg1UTANTS OWER THAN SEDIMENT ON-SITE DUPING EONSTRUCAAS WPLL BE HPNDLED
<br /> A BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO NE OWNER FOR RENEW. cgNTRAc4 :1ALLNAOXMAN TO ALL:DOES ANDT CAUSE C S AAIWTLLNED q THCE GENERAL TME Q
<br /> CAURaN-NOTED TO YWITRACT0a MP.D.ES.PERMIT FORSTORMWATER CISCNPRGE ASSOCIATED MIH CONSTRUCTION ACTNTES. O 'CS
<br /> ¢ Z, INE CONTRACTOR IB SPECIFlCALLY CAUTIONED AT 111E LOCATION AND/OR ETEVATON OF V
<br /> E%ISTNG UTILITIES AS SHOWN ON THESE PUNS IS BASED ON RECORDS OF 111E HARIWS STONY 9. PROPERTIES AND WATERWAYS DOKNSTPEAM OF 111E SITE SHALL BE PROTECTED FROM EROSION
<br /> COMPANIES AND,WHERE MR''''
<br /> OSSIBLMEASUREMENTS TAKEN IN THE FlND.THE INFCRMAngJ IS NOT DUE TO HICREASES IN THE VOLUME.VELOCITY AND PEAK ROW PAIS OF STCRMWAIER RUNCFF FROM
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<br /> BE RENED ON AS BEING E%ACT OR COMPLETE.111E CONTRACTOR MUST CALL 111E APPROPMATE PROJECT NW.
<br /> 's UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANT EXCAVATION TO REWEST EXACT FIELD LOCATION 10. CONSTRUCTION SHALL CWPLY w1H ALLAPPLICABLE GOVERNING CODES AND BE CONSTRUCTED
<br /> OF UnLITES. IT WALLBE THE RESPONSIBUTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING TO SANE.
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<br /> CRUDES WHICH CONFLICT ATIN NE PROPOSED IMPROVDAENIS WDWN EWE 1HESE PLANS
<br /> j3. 111E SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT DHE DESIGN TOP Q PAVEMENT. II. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED 11111TH 111E BUILOWGS SPLAY UNE OF 111E
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<br /> S OIHERRAS'E NOTED. FOOTINGS. 8 1.
<br /> 1- 4. CONTRACTOR 15 RESPONSIBLE FEB DEMOUTON OF ENSIBIG SIROCTAVES 1N0.WINC REMOVAL OF 12. FOR BOUNDARY AND TOPOGRAPHIC INFOPUATON REFER TO PROJECT SURVEY. 1
<br /> Y EXISTING OTMRES SERVING THE STRUCTURE BIDDEN ARE TO BE RDXOU D TO 111E
<br /> IC RIGHT-OF-WAY. iJ. FOR UYOUT INFOR ON REFER TO THE SITE PLAN. '-'4(— .0._)!,, .
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<br /> it 5. ALL UNSURFACED AREAS DISIURBW BY GRADING OPERATION SHALL RECDVE 4 INCHES OF FY/I C-2.�
<br /> TOPSOIL CONTRACTOR SHALE APPLY ED URZATWN FABRIC TI ALL SLOPES E 11T CIR STEEPER.
<br /> CHECIR CTgt SHALL STABILIZE DISNPBED AREAS IwTN GRA55 IN ACCOItDANLE 11111 LOCAL Knew wh b.IBSO W
<br /> di SPECIFICATION UNTIL A HEALTHY STAND OF CRASS IS OBTAINED
<br /> Call Mfon 011
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