Loading...
HomeMy WebLinkAboutS-322304Ld Q z 0 L,J 0 ry n 0 w J W 0 z 0 J W r v, J m (n Q I 0 1 C) 0 r r / U v 0 L C E U v Q_ Q) r C) �- (n N N M I r N 0.. U 41 U N O L r C) a� U v L V) 1 N I n U N O L n L Qi v U v 4- (n I / (n / 1 E v 0 1 0 0 N N C) N C 30 = (n X Ld 20 Ice I I' P SAN SCALE: 1 " =20' NOTES: wNSTRgCTION O PLUG EX SS TO THE WEST WITH 2' NON- SHRINK EPDXY GROUT. MODIFY MANHOLE BASE TO CHANNEL FLOW TO THE SOUTH. CORE DRILL HOLE FOR NEW 8" SS TO SOUTH. FILL ANNULAR SPACE WITH NON - SHRINK EPDXY GROUT. O CONNECT NEW SSMH -1 TO EX 8° SS FROM SOUTH. O3 REPLACE PAVEMENT FOR FULL LANE WIDTH. REPLACE ANY DISTURBED PAVEMENT MARKINGS. ® LOCATION SHOWN IS APPROXIMATE CONTRACTOR TO VERIFY DEPTH PRIOR TO CONSTRUCTION. IF NO CONFLICT WITH PROPOSED IMPROVEMENTS, PROTECT FROM DAMAGE DURING CONSTRUCTION. IF EX UTILITY CONFLICTS WITH IMPROVEMENTS, NOTIFY ENGINEER. — T W-0— —A INVERT GIVEN IS FOR CENTER OF MANHOLE. MAINTAIN SLOPE ACROSS STRUCTURE. O9 PROVIDE ETHAFOAM PAD AT CROSSING. �p EXCEPT IN AREAS IDENTIFIED, PROTECT EX CURB AND GUTTER DURING CONSTRUCTION. S- 322304 e" • sac #, I EXPIRES: 10 -12- 1 V NO PROFILE B +ao SCALE: 1 " -20' HORIZONAL 1 " -5' VERTICAL ADDED AS -BUILT SURVEY INFO REVISED OR MOAED UNNEEDED NOTES. INFO. FOR CLARITY DINC ISSUE FOR BID REVISION B3 +00 SOME TEXT SURVEYED: ii &A SCALE. VERTICAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 <P CITY OF 12 22 -08 AQ DESIGNED: AS SHOWN }; CMG RENTON DRAWN: CAD I- ONE INCH DATUM -2 -0 CHECKED: AT FULL scALE Planning /Building /Public Works Dept. RML IF NOT ONE INCH BY DATE AP P R APPROVED: SCALE ACCORDINGLY MSG _.. AS -BUILT SURVEY BY: PLS, Inc., 1/18/2008 AS -BUILT PLANS STAMPED BY: BEN V. PETERSEN ON: 1/22/08 PLS #17676 1 � An SW 34TH STREET CULVERT REPLACEMENT PROJECT SEWER MAIN RELOCATION PLAN AND PROFILE (SHEET 1 OF 2) No PAGE: 03/2/07 C6 OF* 8 16 momm No U O5 REMOVE EX CB AND SECTION OF 8" SD TO NORTH Li THAT CONFLICTS WITH NEW SS PIPE. PLUG PIPE PER = CONSTRUCTION NOTE 14, DWG C3. AS= w © ALL TRANSITIONS BETWEEN NEW AND EXING ASPHALT w PAVEMENT SHALL BE SAWCUT. TRANSITIONS BETWEEN V) NEW AND EX CONCRETE SHALL BE SAWCUT OR AT w EX JOINTS. z REMOVE AND REPLACE APPROXIMATELY 10 LF CURB • F- AND GUTTER PER STD PLAN F -1 AS NEEDED TO INSTALL MANHOLE. — T W-0— —A INVERT GIVEN IS FOR CENTER OF MANHOLE. MAINTAIN SLOPE ACROSS STRUCTURE. O9 PROVIDE ETHAFOAM PAD AT CROSSING. �p EXCEPT IN AREAS IDENTIFIED, PROTECT EX CURB AND GUTTER DURING CONSTRUCTION. S- 322304 e" • sac #, I EXPIRES: 10 -12- 1 V NO PROFILE B +ao SCALE: 1 " -20' HORIZONAL 1 " -5' VERTICAL ADDED AS -BUILT SURVEY INFO REVISED OR MOAED UNNEEDED NOTES. INFO. FOR CLARITY DINC ISSUE FOR BID REVISION B3 +00 SOME TEXT SURVEYED: ii &A SCALE. VERTICAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 <P CITY OF 12 22 -08 AQ DESIGNED: AS SHOWN }; CMG RENTON DRAWN: CAD I- ONE INCH DATUM -2 -0 CHECKED: AT FULL scALE Planning /Building /Public Works Dept. RML IF NOT ONE INCH BY DATE AP P R APPROVED: SCALE ACCORDINGLY MSG _.. AS -BUILT SURVEY BY: PLS, Inc., 1/18/2008 AS -BUILT PLANS STAMPED BY: BEN V. PETERSEN ON: 1/22/08 PLS #17676 1 � An SW 34TH STREET CULVERT REPLACEMENT PROJECT SEWER MAIN RELOCATION PLAN AND PROFILE (SHEET 1 OF 2) No PAGE: 03/2/07 C6 OF* 8 16 momm No