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M.wiw ,ww ...M.n No. REV1910N Y1► DATE Al" � �' •:•� w'�i► � � PLJW MD PROfN.E STA. 34+00 TO 37+10 (END) 5 S'�vy0�l� •�%i • �J r'e n 1 :CANNEII AYIf x = Jgs.f STORM DRAINAGE NOTES Q p\z J �`o ""' " 37 +93.06 INLET, CATCH BASIN, OR STORM DRAIN MANHOLE. �2 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE DURING BETWEEN CATCH BASIN AND WATER LINE. CONSTRUCTION SHALL IDENTIFY ANY SEPARATION LESS THAN 12" �3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN SHALL ABANDON EXISTING 8" Cl WATER LINE IN PIPE TO NEW CATCH BASIN. ® CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN AROUND ALL R1 M 28.97 1 CAUTION: POTENTIAL 8" 18.67 SHALL FILL EXISTING PIPE WITH CONTROLLED "ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE 8 " E 18.5 7 CB N0. 14 1 i ! , 3 - , -.�., 3 CONTRACTOR SHALL S x t 19. ::) E (DCONTRACTOR EXIST. MAINTAIN 6" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND GAS LINE. CONTRACTOR SSW! !!cU 1 - 1 3 (,METE 0' EXIST. SEPARATION LESS THAN 6" FOR REVIEW BY RIM 2.49 „ F5. P3 6 (48" DI.S.) \02/ CONTRACTOR SHALL C-0 I E CITY SPECIFICATIONS E 1;:) 8 CO3 N C I 2,34 - 11„ C.?NC IE 23. S' E 8" PV'-, l 19 `; W 24" :;OIiC HE 2•x.83 Tf :.T P ::T (2.003 1 IWA) 7 jam! �� OK I j MON. PT. NO. 119 ................. .............r............r.......•.........r........................................... ..........r.rr..r.r.r.....•.... ,--. F- ................... . ..........r ................... �Q............. ..•r.........; .......................... ...............�.- r.......�.... ...��..... r........r........... r...... . ...... ............................... •................. .. ... ..,r .. . ... ............... ...... .. ....: ........................................................... ...........:......o.. ......... ...... ... 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N Z w f' _ N t,.: CL �w a a' a N o v N v N N v h o U ♦ f �4. w R w .• • N w w r t� Q r N t rr I C4 w I • 04 NN: w j • 1 • A w- "- ON.ti � 66, �d + 0 a, ��d �d �d � d... d � d � d � d � d d � d o� .,� < � .e < R < 1 < 1� � � � �� � �� �� NN AS BUILT PER CoNTR/ICToRs RECORD 10/03 .s 3,01 �,�W �s; ��W W �s �� �e; �WWW �a �� �s� �WWW D - 2 9 5 9 0 5 BASE SURVEY CERTIFICATION S.T. � HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS �... �y�"��" CITY OF 6/18 03 OF THE TOPOGRAPHIC FEATURES SHOWN HEREON ARE THE RESULT M'w' � RENTON S� PHA3E 1 STREET AVE 3 �^TO BURNETT AVE. PROJECT � C�a� ��otsa�s, Im► OF A SURVEY MADE BY ME OR UNDER MY DIRECTION. '""" J.H. mmww� DATUM ter. M.wiw ,ww ...M.n No. REV1910N Y1► DATE Al" � �' •:•� w'�i► � � PLJW MD PROfN.E STA. 34+00 TO 37+10 (END) 5 S'�vy0�l� •�%i • �J r'e n 1 :CANNEII AYIf x = Jgs.f STORM DRAINAGE NOTES Q CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA FOR PIPE CONNECTION. CONTRACTOR SHALL INLET, CATCH BASIN, OR STORM DRAIN MANHOLE. �2 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE DURING BETWEEN CATCH BASIN AND WATER LINE. CONSTRUCTION SHALL IDENTIFY ANY SEPARATION LESS THAN 12" �3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN SHALL ABANDON EXISTING 8" Cl WATER LINE IN PIPE TO NEW CATCH BASIN. ® CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN AROUND ALL UPSTREAM END OF EXISTING STORM DRAIN PIPE. 1 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE SHALL FILL EXISTING PIPE WITH CONTROLLED "ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" Q CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. (DCONTRACTOR SHALL MAINTAIN 6" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND GAS LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 6" FOR REVIEW BY CITY. \02/ CONTRACTOR SHALL INSTALL WATER LINE PER SHEET 8 AND THE CITY SPECIFICATIONS Q CONTRACTOR SHALL DRILL 1 " HOLES AT 2" SPACING TO PROVIDE KNOCKOUT SUITABLE FOR PIPE CONNECTION. CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO ALLEVIATE SOIL PRESSURES, ® CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND WATER LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" FOR REVIEW BY CITY. © CONTRACTOR SHALL ABANDON EXISTING 8" Cl WATER LINE IN PLACE © CONTRACTOR SHALL. CORE DRILL EXISTING CATCH BASIN AND CONNECT NEW STORM DRAIN. CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO ALLEVIATE SOIL PRESSURES. OCONTRACTOR SHALL FILL EXISTING PIPE WITH CONTROLLED DENSITY FILL BETWEEN CONCRETE PLUGS. GENERAL CONSTRUCTION NOTES 1. ALL TYPE 1 AND 2 CATCH BASINS SHALL HAVE VANED GRATES EXCEPT WHERE NOTED ON THE PLANS 2. ALL TYPE 2 CATCH BASINS SHALL HAVE FLAT TOPS 3. ADJUST TYPE 1 CATCH BASINS TO LOCATE AT LOW POINTS, IN FLOW LINES, AND TO CLEAR EXISTING UTILITIES 4. ALL STORM PIPE CONNECTIONS INTO PROPOSED CATCH BASINS SHALL BE FITTED WITH A MANHOLE ADAPTER AND USE AN "A -LOK" FLEXIBLE CONNECTOR OR EQUIVALENT. SEE SPECIFICATIONS. UTI LITY NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WITHIN THE PROJECT, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO CONSTRUCTION. THE UTILITIES SHOWN ON THE PLANS ARE BASED UPON THE AVAILABLE INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS OCCUR THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO RESOLVE THE PROBLEM PRIOR TO PROCEEDING WITH CONSTRUCTION. DED FOR APPROVAL ey: Date: - BY Date: 8y: Date: 8y: _____ Date: ROLL 19;7 FR 24� • d O 0 O 4 cn cr CA rA m 0 ' CA C •q X m v ti rowelvW3 MY v'T_1z4!jj% B r Date: By. / Date: D. DED FOR APPROVAL ey: Date: - BY Date: 8y: Date: 8y: _____ Date: ROLL 19;7 FR 24� • d O 0 O 4 cn cr CA rA m 0 ' CA C •q X m v ti