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FF1 1 .6 GFF 147.9 GFF 148.75 FF2 163.2 1 FF1 160.75 FF1 159.9 ° I FF2 161.6 FF2 162.4 16 1 i GFF 150.9 FF1 162.9 FF2 164.6 3 I _ Z LF fi " DI CL. 50 - --- _ _ ss ss Ss ss I -____ I - -- _ -_ - - _ - 2 SS ------ SS C.0 -Q - - - - - LLJ I.E. = 177.56 - LF "0 U N _ DI CL. 50 ❑ C.O. _ I . E. - 171.40 < ��� o _ z ^ C•O.El 121 LF 6' a II.E. =177.19 2 DI CL. 50 I LL �w� °ow 2 I QC.O. D Z� � I I.E.= 172.31 I 1 I o ° Ln "' ' I _ af� W - -- no 3 GGFI 202.5 I GGF 203.6 z z - FF1 1 192.5 l o FF1 193.60 I GGF 20 ?.1 GGF 202.8 o I FF1 192.1 I FF1 19 2.8 z -- ,� ryQ• ..,. C co ._.. IB i S�� 22 LF 6 "0 cj zi (j CDP DI CL. 50 0 V O � . 1 V W W FF2 154.5 FF1 166.5 I - GFF 168.2 tnW t W z En W Li oW - W� , oQ N c- 128 LF 6 "0 0 0 41 3 DI CL. 50 Q 43� 0 o ��a- a I D3 CL 50 0. El t i I.E.= 172.84 cn GGF 2o1.s FF1 191.5 I - a� r cn .ten <• D -- -- -�. SOH' 15 w a. 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F- cc Q w U z 0 3: 1 0 W F-• F- r -4 A, WV�w V Ort .'O z F- g J�� a- 316�� t 0- cr SIONAL C3 W Q a , (i9 W U Z EXPIRES Z / 6 / mb � J Z 0 OF , OZ M 000A NO KM . Z � COM MU IM we "11-23-M NO OWIM W J r WX 4M uiwOMM KWAwoN a MIY OF .4 44 0 iW icr . I. r 0 N H 11'f Y N � 1� n L � ON T.O uo O v NAND 1988 I I 9 SEWER KEY NOTES GENERAL NOTES WC4NIMMM CHECKED FOR COMPLIANCE CITY OF RENTON elf N. UTILITY CONFLICT NOTE FOR A�oVAL TO CITY STANDARDS N SIP THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, SE H 4 BY DEPARTMENT OF PUBLIC WORKS DIMENSION AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE Q E SHEET 1 FOR SEWER PIPING AND MANHOLES CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES WITHIN MAPLE AVE. NW. AND STRUCTURES. NOTIFY ENGINEER IF ANY LOCATION DIFFERS BY PLANS OR NOT BY POT HOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL FROM THAT SHOWN ON THE PLAN. DATE ANCHORS AT 50 FOOT INTERVALS 0 EWE R PLAN 13 z PROVIDE PIP INCLUDE, CALLING UTILITY LOCATE AT 1 -800- 424 -5555 AND THEN POT D HOLING ALL UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO ON SEWERS WITH GREATER THAN 15X SLOPE. 2, SIDE SEWERS SHALL BE LAID AT 2.0X MIN. SLOPE. DATE °D PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID a PROVIDE SANITARY SEWER CLEANOUT PER DETAIL TlESE NAWIM ARE NOT TO N CALL 48 SOURS DESIGNED: DATE: FILE NAME: ,,,,_,,, 0 ILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED BEFORE 'SOU DIG 8/29/03 .. � © PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD USED FOR CONSTR�KiYm UN.E$S DaAwN: Z OCCUR THE CONTRACTOR SHALL CONSULT AHBL INC TO RESOLVE ALL SEMI BY TE AGENCY '1 8 a a 4 2 4 5 5 5 5 SCALE: , � . 20' "�° •°°�_ - «�°�, r m CHECKED: PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. No. REVISION 8Y ,��, DATE APMoYED: SHEET, �3 OF: �� Z a "w or mmm vows ,Q SGAnNEO NOV 7 2003 i 1 � Q � J a. W cc �z a O w a. cn z WV�w V Ort .'O z F- g J�� a- 316�� t 0- cr SIONAL C3 W Q a , (i9 W U Z EXPIRES Z / 6 / mb � J Z 0 OF , OZ M 000A NO KM . Z � COM MU IM we "11-23-M NO OWIM W J r WX 4M uiwOMM KWAwoN a MIY OF .4 44 0 iW icr . I. r 0 N H 11'f Y N � 1� n L � ON T.O uo O v NAND 1988 I I 9 SEWER KEY NOTES GENERAL NOTES WC4NIMMM CHECKED FOR COMPLIANCE CITY OF RENTON elf N. UTILITY CONFLICT NOTE FOR A�oVAL TO CITY STANDARDS N SIP THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, SE H 4 BY DEPARTMENT OF PUBLIC WORKS DIMENSION AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE Q E SHEET 1 FOR SEWER PIPING AND MANHOLES CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES WITHIN MAPLE AVE. NW. AND STRUCTURES. NOTIFY ENGINEER IF ANY LOCATION DIFFERS BY PLANS OR NOT BY POT HOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL FROM THAT SHOWN ON THE PLAN. DATE ANCHORS AT 50 FOOT INTERVALS 0 EWE R PLAN 13 z PROVIDE PIP INCLUDE, CALLING UTILITY LOCATE AT 1 -800- 424 -5555 AND THEN POT D HOLING ALL UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO ON SEWERS WITH GREATER THAN 15X SLOPE. 2, SIDE SEWERS SHALL BE LAID AT 2.0X MIN. SLOPE. DATE °D PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID a PROVIDE SANITARY SEWER CLEANOUT PER DETAIL TlESE NAWIM ARE NOT TO N CALL 48 SOURS DESIGNED: DATE: FILE NAME: ,,,,_,,, 0 ILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED BEFORE 'SOU DIG 8/29/03 .. � © PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD USED FOR CONSTR�KiYm UN.E$S DaAwN: Z OCCUR THE CONTRACTOR SHALL CONSULT AHBL INC TO RESOLVE ALL SEMI BY TE AGENCY '1 8 a a 4 2 4 5 5 5 5 SCALE: , � . 20' "�° •°°�_ - «�°�, r m CHECKED: PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. No. REVISION 8Y ,��, DATE APMoYED: SHEET, �3 OF: �� Z a "w or mmm vows ,Q SGAnNEO NOV 7 2003 i 1 1c� N V 0 w O z 0 z �z O ' fD Q f� Z '17 r 0 N �m > �> 1 z W N 1c� N V 0