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<br /> WSDOT RIGHT OF WAY NOTE: UNDERGROUND UTILlTY NOTE �`"' �" (,1, �
<br /> CITY OF EYERETT REQUIRED N�TES FOR STORM DRAINAGE PLANS: 1. ROW FENCE: ALL WORK SHALL BE �ONE UNDER THE EX. UNDERGROUN� UTILITY LOCATIONS SHOWlV HEREON ARE �^ � �
<br /> 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALEa 4R PUT INTO USE UNTIL IT HAS 8. GATCH BASIN dFFSETS ARE MEAStJRED TO GENTER OF GRATE. EXISIING WSDOT ROW FENCE WHICH SHALL REMAIN BASED UPaN SURFACE INDICATORS. NO UNDERGROUND V � � W
<br /> BEEN INSRECTEO, TESTED, AND ACCEPTED BY THE CITI'' OF EVERETT. STANDING INTACT WITHOUT COMPROMISE. LOCATE SER'VICE WAS UTILIZED FOR THEIR LOCATION. THE
<br /> 9. ALL CATCH BASINS SHALL BE TYF'E A PER C.�.E. STANQARD �WG 402, EXGEPT AS OTHERWISE NOTED. � ..� (� 3
<br /> 2. ALL WORK AND MATERIAL SHALL CONFQRM TO THE CITY OF EVERETT STANOARDS AND STANDARD USE OF THIS MAP FOR THEIR EXACT LOCATION IS NOT � J \r/
<br /> SPECIFICATIdNS OF WSDOT/APWA. 10. ALL CATCH BASINS WITH A DEPTH OVER 5.0 FEET TO THE FLQW LINE SHALL BE A TYPE II CB OR 2. ALL WORK WITHIN WSDOT ROW SHALL BE IN ACCORDANCE WARRANTED. PRIOR TO CONSTRUCTI01�, USER SHOULD CALL U � � � �
<br /> LARGER (MANHOLE). TO THE 2013 WSDOT R4ADSIDE POLICY MANUAL THE UTILITY LOCATE SERVICE AT 1-800-424-5555, TWO = ♦� Y
<br /> 3. APPROXIMATE LOCATIONS OF EXISTING U11LI11ES HAVE BEEN OBTAINED FROM AVAILABLE RECOROS ANO BUSINESS DAYS BEFORE CONSTRUCTION. W� �, �
<br /> 3. C4NVEYANCE ROUTE HAS BEEN SELECTED TO MINIMIZE � �
<br /> ARE SHQwN FOR CONVENIENGE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR vERIFICa,TiON OF 11. THE CONTRACTOR SHALL BE RESPONSIBLE F�R ADJUSTING ALL MANHOLE, INLET AND GATCH 9aslr� IMPacT TO ExISTiNG TREES PER ARBORIST }-- � �'" � Y
<br /> L�CA710NS AND TO AVQID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING FRAMES ANO �RATES TO GRADE JUST PRIOR TO POURING CURBS AN� P�4VING. RECOMMENDATIONS. � Q
<br /> � U1ILITIES ARISE DURING CONSTRUC110N, THE CONTF�ACTOR SHALL NQTIFY THE PUBLIC WORKS � � �
<br /> INSPECTOR AND ANY CHANGES REQUIREQ SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO 12. GATCH BASIhI FRAME AND GRATE SHALL BE OLYMPI� FUUNDRY MODEL 5435, LOCKING TYPE OR
<br /> � COMMENCEMENT OF RELATED CONSTRUCl1ON ON 1}iE PROJECT. EQUAL STANDARD GRATE� SHALL BE USEC7 UNLESS SPECIFlED OTHERWISE. 3. EQUIPMENT USED 4N WSDQT SLOPES SHALL BE AS SMALL T Q
<br /> � AS IS PRACIICABLE. N.A.V.D. 88 O i
<br /> � 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKEO BY 13. UNLES5 OTHERWISE h10TE�, ALL STORM SEWER PIPE SHALL BE G{�RRUGATED POLYETHYLE�tE PIPE: THE DATUM N.A.V.D. 88-3.60' = N.G.V.D. 29 V � � �
<br /> 4. DISIURBED SOILS ON WSDOT PROPERTIES ARE SUBJECT TO �
<br /> N SURVEY FOR LINE AND GRADE PRIOR TO STARTING CflNSTRUCTION. �IATERIAL SUPPLIED UNDER �1-IIS SPECIFl�Al10N SHALL BE HIGH-DENSITY CORRUGATED POLYETHYLENE z �
<br /> SMOaTH INTERIOR PIPE AND SHALL BE MRNUFACNRED IN CONFQRMITY WITH THE LATEST AASHTO TESC MANAGEMENT PER THIS PLAN SET AND SHALL BE ORIGINAL SNOHOMISH COUNTY POINT ID 1911, PQINT NAME IS313S, 2" � •
<br /> � PERMANENTLY STABILIZE[3 PER WSDQT NOTES ON SHEET IRON PIPE W/ BRASS DISK W/�ACK. DOWN 1.10' IN GASE. �
<br /> � 5. ALL GATCH BASIN GRATES MUST BE STENCILED Of� STAMPED 'UI�P NO YYA��LIFlANB TO 8i1�AM,LAKE, SPECIFlCATIONS C�R M 294 TYPE S ANb THE MATERIAL COMPOUND SHALL CONFORM TO AASHTO M Q cn
<br /> a� FrVBi,PIJC�T 801�+Di,OR WETLMD."CHO�SE APPROPRIATE FEATURE FOR THE PRQJEGT. 294. COUPLERS SHALL C�VER NOT LESS THAN C}NE FULL CORRUGA?lOhl 4N EACH ANNULAR SECTIDN C4.3 IN THIS PLANSET. ELEV. = 442.62' Q
<br /> � OF �'IPE AND PAS5 THE W�D4T STANDARD SPECIFlCAl10N SECTION 7-04.3(4)D L01+V PRESSURE AIR FND. RAILROAD SPIKE IN RQADSIDE POWER POLE J
<br /> �, ADOITIQNAL NOTES: TEST FOR STORM SEWERS. TB� - �' W�TRANSFORMER AND UGHT W/UNDERGROUND. f18 FEET cz
<br /> � 6. ALL PIPE SHALL BE PLACED ON STABLE EARTH, �R IF IN THE 4PINIQN OF THE INSPECTOR THE S UTHWEST C3F CORNER OF PROPERTY ON THE EAST SIDE OF 3
<br /> � EXISTING FOUNDAT10�1 IS UNSAl1SFACTORY, THEN IT SHALL BE EXCAVATED BELQW GRADE AND 14. GALVANIZED STEEL PIPE SHALL HAVE TYPE 1 ASI�HALT COATING. ALUMINIZE� PIPE DOES NOT REQUIRE (SR 99) S. BROADWAY. �
<br /> � BA�K-FILLED WITH A GRAVEL MATERIAL TO SUPPORT THE PIPE. COATING. ELEV. = 528.94' Y
<br /> � TBIW� - B: "+" PUNCH ON THE SOUTHWESTERLY CORNER OF LIGHT POLE �
<br /> 7. THE BACK FILL SHALL BE PLACED EQUALLY ON BOTH SIDES �F THE PIPE IN LAYERS WITH A LO�SE 15. STORM WATER RETENTIOtJ fnETENTIdN FACILI7IES, STORM �RAINAGE PIPE AND CATCH SASINS SHALL BE t35 NORTH OF NORTHWEST CORNER OF PROPERTY.
<br /> � AVERAGE C?EPTH OF 6", MAXIMUM DEPTH 8"-9", THOROUGHLY STAMPING EACH LAYER� THESE FLUSHED AND CLEANED PRIaR TO CITY QF EVERETT PUBLIC WORKS ACCEPTANCE. ELEV. = 527.21' �
<br /> � GOMPACTED LAYERS MUST EXTEND FOR QNE DIAMETER ON EACH 51UE QF THE PIPE dR TO THE SIDE
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<br /> � OF THE TRENCH. MATERIALS TO COMPLETE THIS FlLL QVER PIPE SHALL BE THE SAME AS DESCRIBED.
<br /> � (REFER TO WSDOT STANDARD SPECIFICATIONS 7-04.3(3) AND 2-03.2(14)C, METH00 B & C). CALL TWO BUSINESS ' � a
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<br /> 1-800-424-5555 �t��,�'d�. �-�r �
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