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N.E. 1/4, S.E. 1/43 SECTtON 18, TOWNSHtP 28 NORTH, RANGE 5 EAS�T, W.1VI. �
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<br /> CITY OF EVERETT REQUIRED NOTES FOR STORM DRAINAGE PLAPIS: UN�ERC�ROUND UTILITY NOTE Z ^ �
<br /> 1. NO PAF�T OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALEQ OR PUT INTO USE UNTIL IT HAS 8. CATCH BASIN OFFSETS ARE MEASUREQ TO CENTER 4F GRATE. ALL WORK SHALL BE DdNE UNDER THE EXISTING WSDOT ROW EX. UNDERGROUND Ul1LITY LOCA170NS SHOV�N HEREON ARE r�'� .�.
<br /> BEEN INSPECTEO, TESTED, AND ACCEPTED BY THE CITY OF EVERETT. FENCE 4YHICH SHALL REMAIN STANDING INTACT WITHOUT BASED UPON SURFRCE IfVDICATORS. NO UNdERGROUNQ Q � e �
<br /> 9. ALL CaTCH BASINS SHALL BE TYPE A PER C.O.E. STANDARD DWG 402, EXCEPT AS OThIERtR�ISE NOTED. COMPROMI5E. LOGATE SERVICE WAS UTILIZED FOR THEIR LOCATION. THE "� � �
<br /> 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY �F EIJERETT STANDARDS ANO STANDRRD USE OF THIS MAP FOR THEIR EXACT LOCATION IS NOT I"� � �
<br /> SPECIFICATIONS OF WSDdTJAPWA. 10. ALL CATCH BASINS WITH A DEPTH OVEi2 5.0 FEET TO THE FLOW LINE SHALL 8E A TYPE II CB OR WARRANTED. PRIOR TO CON5TRUCTION, USER SHOULD CALL � � � � o
<br /> LARGER (MANHOLE). THE UTIUTY LQCRTE SERVICE AT t-800-424-5555. TWO �/� Y
<br /> 3, APPROXIMATE LOCATIONS C1F EXISTING U11LIT1ES HAVE BEEN OBTAiNEQ FROM AVAILABLE RECORDS AND BUSINESS DAYS BEFORE CONSIRUCTIQN. � 1�I� f" � �
<br /> ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR V'ERIFICATION 4F 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE, INLET AfdD CATCH BASIN � � — Y
<br /> LOCATIQNS AND TO AVOID DAMAGE TO ANY ADDI110NAL U1ILITIES SHOW�V. IF CONFLICTS WITH EXISTING FRAMES AND GRATES TO GRADE JUST PRIOR TQ POURING CURBS AND PAVING. �
<br /> U1ILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOT►FY THE PUBUC WORKS � � � a
<br /> INSPECTOR ANd ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO 12. CATCH BASIN FRAME AND GRATE SHALL BE OLYMPIC FOUNOF2Y MODEL 5435, LOCKING TYPE OR .�
<br /> COMMENCEMENT OF RELATED CONSTRUCTI4M ON THE PROJECT. E4UA�. STAhIDARD GRRTES SHALL BE USED UNLESS SPECIFIED QTHERWISE. ,Z � 3
<br /> N.A.V.D. 88 � � o
<br /> 4, ALL ST�RM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY 13. UNLESS OTHERWISE NdTEd, ALL STORM SEVYER PIPE SHALL BE GORRUGATED POLYETHYLENE PIPE: THE DATUM N.A.V.D. 88-3.60' = N.G.V.D. 29 �" 0 �
<br /> Sl3RVEY FOR LWE AND GRADE PRIOR TO STAR�ING CONSTRUCTION. MATERIA� SUPPLIED UNDER THIS SPECIFlCAl10N SHAL� BE HIGH-DENSITY CORRUGATED POLYETHYLENE � U �
<br /> SMOOTH INTERIOR PIPE AND SHALL BE MANUFRCTURED IN C�NFORMITY WITH TME LATEST AASMTO ORIGINAL SNOHOMISH CaUNTY POINT IQ #1911, POINT NAME IS3136, 2" �
<br /> 5. ALL CATCH BASIN �RATE5 MUST BE STENCILED OR STAMPED `fl1�P NO W/481'��Tb 81'REAb�L.AKE, SPECIFICATIOHS OR M 294 TYPE S RNO ThtE MATERIAL COt�POUNR SHALL COMFOR�I TO AASHTO M IRON PIPE W/ BRASS DISK W/'tACK. DOWN 1.10' IN CASE. �
<br /> FfV6�,PlJC�T 8t7t�D;OR YIIERAt�D.nCHOUSE APPR4PRIATE FEATt1RE FOR THE PROJECT. 294. COUPLERS SHALL CQVER NOT LESS THAN QNE FULL CORRUGATION ON EACH ANNULAR SECTION ELEV. = 442.62 � Y
<br /> dF PIPE AND PASS THE WSaOT STANDARD SPECIFICATION SECTIdN 7-04.3(4)D LOW PRESSURE AIR FND. RAILROAD SPIKE IN ROADSIDE POWER POLE �
<br /> AODITIONAL NOTES: TEST FOR STORM SEWERS. r ;, d�NS ��P� � �� c W/TRANSFORMER RND UGHT W/UNDERGRQUND. tt8 FEET �j
<br /> 6. ALL PIRE SHALL BE PLA�ED ON STABLE ERRTH, OR IF IN THE OPINION QF THE INSPECTOR THE � '�1 � �,\�'.� � TBM - A� SOUTHWEST OF CORt�ER OF PRORERTY ON THE EAST SIDE OF 3
<br /> EKISTING FCIUNDATION IS UNSAl1SFACTORY, THEN IT SHALL BE EXCAVATED BELOW GRADE ANQ t4. GALVANIZED STEEL PIPE SHALL HAVE T'YPE 1 A5PHALT COATING. ALUMINIZED PIPE DOES NOT REQUIRE � i�� �r�.�s�` � (SR 99) S. BROADWAY. o
<br /> BACK-FILLEO WITH A GRAVEL MATERIAL TO SUPPORT THE PIPE. COATING. .�/- � �
<br /> , �� ELEV. = 528.94' �
<br /> 7. THE BACK FILL SHALL BE PLACEQ EQUALLY ON 80TH SIDES OF THE PIPE IN LAYERS WITH A Li?OSE 15. STORM WATER RETEN110N/DETEMTION FACILITIES, STORM DRAINAGE PIPE AND CATCH 8ASi1VS SHALL BE
<br /> Pug��t�l� t, � ~�� TB1VI - B: "+" PUNCH ON THE SOUTHWESTERLY CORNER OF LIGHT POLE �;
<br /> �ue:.:c �voR�S f35 NORTH OF NORTHWEST CQRNER OF PROPERTY.
<br /> AYERAGE DEPTH OF 6". MAXIMUM OEPTH 8"-9", THOROUGHLY STAMPIN� EAGH LAYER. THESE FLUSHE� AND CLEANED PRIOR TO CITY OF EWERETT PUBLIC WORKS ACCEPTANCE. tj",ii� ; ;� �_ ��EpART�tE�tT ELEV. � 527.21' 3
<br /> COMPACTEO LAYERS MUST EXTEND FOR ONE DIAMETER flN EACH SIDE QF THE PIPE OR TO THE SIDE EROS�oi�
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