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<br /> CITY OF EVFREIT An
<br /> STORM DRAINAGE NOTES W �
<br /> k ALL Y7WR8 AND MATERIALS SHALL CONFORM TO CITY OF EVERETT STANDARDS AND/OR GEOTECHNICAL GRADING NOTES c n w N z NI o
<br /> M550T/APWA STANDARD SPEERCATIONS AS APPUCAEEE. THE FOLLOWING NOTES HAVE BEEN REFERENCED FROM THE C]0)ID h. w z o
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<br /> DATESHMGYL REPORT PREPARED BY GE07ECN CQNSULTMNTS, N 1 I w w $
<br /> B. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,CONCEALED OR FLAT INTO USE UNTIL INC.1NC. OECEMBER 9,2013. r< 13
<br /> IT HAS BEEN TESTED,INSPECTED,AND ACCEPTED BY THE CITY OF EVERETT. ; z w
<br /> GEO
<br /> I.THE ON-SITE SOILS ARE GENERALLY SILTY AND MOISTURE
<br /> C. APPROXIMATE LOCATIONS OF Ex15TWG UTILITIES HAVE BEEN OBTAINED FROM AYMUBLE SENSONE.AND SOME OF THE NEAR SURFACE BOAS ARE f~In'n "'
<br /> RECORDS AND ME SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE WET-IT WOULD BE FEASIBLE TO USE THE ON-SITE SOILS AS qH SC M.a 4 a E
<br /> FOR VERIFICATION OF LOCATIONS MD TO AVOID 04MAOE TO ANY ADDITIONAL UTD.TIES NOT Y..... 43 vI
<br /> SHOWN. IF CONFUCTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION,THE STRUCTURAL FILL ONLY DURING NOT,DRY WEATHER WHEN
<br /> SHALLCONTRACTORA PROVE NBY THE YUBUC WORKS OR TO INSPECTOR AND ANY CHANGES RE REQUIRED
<br /> DRYING THE WETTER SOIL BY AERATION IS POSS/1LE.
<br /> SMALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED 2.ALL INTERIOR SUBS-ON-GRADE SHOULD BE UNDERLAIN BY / 1•D/,rl,
<br /> CONSTRUCTION ON THE PROJECT. V� a A CAPILLARY BREAK OR DRAINAGE LAYER CORSETING OF A l S4,
<br /> 0. ALL STORM DW4N WORK MUST BE STAKED BY SURVEY FOR LNE AND GRADE PRIOR TO L4NIMULI 4-INCH THICKNESS OF GRAVEL 0R CRUSHED ROCK J T' •"y a
<br /> STARTING CONSTRUCTION. THAT HAS A EWES CONTENT(PERCENT PASSING THE NO.200 V
<br /> E. ALL CATCH BASH GRATES LUST BE STENCILED OR STAMPW'DUMP NO WASTE, SIEVE)OF LESS THAN 3 PERCENT AND A SAND CONTENT CALL BEFORE YOU DIG: Q- v c, (I :1DRAINS TO WEIIAND' (PERCENT PASSING THE N0.4 SIEVE)OF NO MORE THAN 10
<br /> ' T " .1
<br /> PERCENT. -47vL-424-JJJJ VGA- ;�'Y t
<br /> F. WEIVALATS AND TANKS MUST PASS A LEAK TEST BEFORE THE PROJECT WILL RECEIVE FINAL APRO':AL J.DVE TO SITE CONDITIONS,R S IMPORTANT THAT THE V J e
<br /> THE VAULT/TANK MUST BE FIILLU WITH WATER t0 THE ELEVATION OF THE OUTLETS. � }.`. T��. d� I co o,
<br /> AND WFLO PREVENTED FOR 24-HOURS.TO PASS THE LEAK TEST,THE WATER ELEVATION MAY NOT PAVEMENT ST LIFE E BE RI A STABLE,NON-)RIDING
<br /> DROP MORE THAN 2-INCH£5 IN THE 24-HOUR PERIOD. CONDITION AT THE TIME OF PAVING,THE PAVEMENT FOR
<br /> LIGHTLY LOADED TRAFFIC AND PARKIN.AREAS SHOULD THE CONTRACTOR SNAIL BE P.ESPONSWLE FOR VERIFYING THE LOCATION,DAENSION,AND DEPTH o
<br /> CONSIST DF 2 INCHES OF ASPHALT CONCRETE(AC)OVER 4 OF ALL EXISTING SURVEYING
<br /> WHETHER SHOWN ON THESE PLANS OR NOT 87 POTHOLING THE 4,
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<br /> G. THE WETPOND MUST PASS A LEAK TEST BEFORE THE PROJECT WILL RECENT FINAL APPROVAL THIS
<br /> AND SURVEYING THE HORI?ONIAL ANO VERTOAL LOCATOR PRRR TO CONSTRUCTION. H LO •D
<br /> THE POND MUST BE FRIED WITH WATER TO THE ELEVATION OF THE OUTLETS, INCHES OF CRUSHED ROCK BASE(ORB)OR 3 INCHES OF THS THE EX INCLUDE CALLING NOCH LOCATE 0 1-800-424-5555 Alm TIER POTHOLING AU_ E 0
<br /> AND INFLOW PREVENTED FOR 24-HOURS.TO PASS THE LEAK TEST,THE WATER ELEVATION MAY NOT ASPHMLY-TREATED BASE(AIR).B IS RECOMYETOED FOR OFWI EIUSTAG UTILRIC AT EXIST. LOCATIONS
<br /> OF NEW SAID MUTES L710SSINGS T4 PHYSICHES VERIFY E Yi7+ o 8
<br /> DROP MORE TNW 2-WOKS W itE 24-HOUR PE 1400.POND SIRS SHOULD ff SATURATED HFANEY LOADED M7l5 1D HAVE 3 INCHES OF AC DYER fi .11
<br /> A ET BAS OR NOT CONFLICTS LOCATIONS OF 0kIS AS SNOW!ON THESE PUNS i
<br /> BEFORE BEGANYlG THE 24-HOUR TEST P680D. INCHES OF CRB OR 4 NICHES OF AIR. ARE BASED UPON THE t1HYfRHi1E0 PI38IER ISOR4A71DN AND ATE BLARING)7D VARUSIOX. IF EU
<br /> CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGNWSEN CONSULTING g ---
<br /> ENGINEERS.INC.TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. , A.
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