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HomeMy WebLinkAboutD-226616/�//� Q0 N N N CL a DRA- - nn c I�I —A t t SA O1 ABANDON EXISTING UTILITY 1- C86A 0 REMOVE EXISTING UTILITY CB -68 RIM= 411.01 12 "NW IE= 408.17 NW r 0 3 CONNECT TO DRAIN STRUCTURE _ �� �� RIM =411.21 _ ®PLUG EXISTING STORM SEWER PIPE 112 "SE IE= 408.41 Q UTILITY TO BE REMOVED OR RELOACTED BY OTHERS © REMOVE AND RELOCATE UTILITY O7 RELOCATE EXISTING SIDE SEWER IF CONFLICTING WITH NEW STORM SEWER. SEE DETAIL DD -1 08REMOVF EXISTING SIDEWALKS ANU CURB AND GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. SEE RENTON STD. PLAN F -313. LJP.EPLACE CURB AND SIDEWALKS AS NEEDED. SEE RENTON STD PLANS. �ii io —: 435 430 ANAQORTES !AVE NE - - I Iy 0 0 (- Ld _J U Q _...._.....__..__..... ...._....._......._................ 415 - ._._..__.._........ I I DI AKI i Iy 0 0 (- Ld _J U Q _...._.....__..__..... ...._....._......._................ 415 - ._._..__.._........ _.......... - - - -- -- -- - - - - - -- - -- ------- .. -- - -- -- - - -- 435 C9 66 TYPE 1 s °w WS CB #6A. TYPE 1 A 14 ±77, :13.3' RT EST 3'94 +94, 15.6' LT RIM EL- 411.01 _..... - - _.._..._.. :E2 "..NW - iNV= 408.:17._...:.....1 1 " =5' VERT — -- L...... i r - _.. RIM EL= 411.21 SE i = 0841 .... _ 12 ". NV:4 410 : WYMAN REID ADAMS ON 5/27/03 PE #39578 EXPIRES: 4/25/04 430 I: 1 377 f 0 �, t lln DRAINAGE AND UTILITY NOTES: 1. REMOVE EXISTING STORM SEWER THAT IS TO BE ABANDONED AS NECESSARY TO CONSTRUCT NEW STORM SEWER AND ROADWAY. PLUG ENDS OF PIPES TO BE ABANDONED AND LEFT IN PLACE. 2. FRAME AND GRATE ON CATCH BASINS AND INLETS ADJACENT TO CURB SHALL BE VANED GRATE PER CITY OF RENTON STANDARD PLAN 8019, UNLESS OTHERWISE SHOWN. FRAME AND GRATE SHALL BE LOCKING. 3. FRAME AND GRATE ON CATCH BASINS TYPE 2 IN THE ROADWAY SHALL BE MANHOLE FRAME AND COVER MARKED "DRAIN" PER CITY OF RENTON STANDARD PLAN 8074, UNLESS OTHERWISE SHOWN. FRAME AND GRATE SHALL BE LOCKING. 4. THE POTENTIAL EXISTS THAT NOT ALL PRIVATE STORM DRAINAGE CONNECTIONS ARE SHOWN. NOTIFY ENGINEER OF PIPES LEADING TO CATCH BASINS AND MANHOLES THAT ARE NOT SHOWN ON THE PLANS. ADDITIONAL CONNECTIONS OF EXISTING PRIVATE DRAINAGE LINES TO NEW STORM SEWERS SHALL BE PROVIDED BY THE CONTRACTOR AT THE DIRECTION OF THE ENGINEER. 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THE PLANS, IS APPROXIMATE AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR EXACT LOCATION. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES, AS NOT ALL UTILITIES MAY BE SHOWN ON THE PLANS. 6. THE CONTRACTOR SHALL THOROUGHLY PLAN EACH SEGMENT OF WORK SUCH THAT CONFLICTS WITH EXISTING UTILITIES WILL 3E IDENTIFIED AND RESOLVED BEFORE ANY WORK WITHIN THAT SEGMENT COMMENCES. THE RESOLUTION OF ALL CONFLICTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE APPROVED BY THE ENGINEER BEFORE ANY CONSTRUCTION. 7. POTHOLING OF WATER, TELEPHONE AND GAS UTILITIES WAS PERFORMED BY THE UTILITY COMPANIES AT VARIOUS LOCATIONS SHOWN ALONG THE ROUTE. THESE LOCATIONS WERE USED AS A BASIS FOR THE DESIGN AND ARE PROVIDED FOR INFORMATIONAL AND REFERENCE ONLY. THE CONTRACTOR SHOULD PLAN FOR AN ADEQUATE LEVEL OF POTHOLING TO VERIFY ALL UTILITIES THAT. COULD BE IN CONFLICT WITH CONSTRUCTION. THE ENGINEER WILL PROVIDE TO THE CONTRACTOR A LIST OF ADDITIONAL POTHOLE LOCATIONS NOT SHOWN ON THE PLANS. 8. UTILITIES WHICH ARE NOT ABANDONED SHALL BE SUPPORTED AND MAINTAINED DURING CONSTRUCTION. 9. FOR STORM SEWER CROSSINGS OF UTILITIES WHERE COVER IS LESS THAN 1' -0" VERTICALLY BETWEEN THE PIPES, PLACE 1'X "X4" STYRENE FOAM BETWEEN THE PIPE. STYRENE FOAM SHALL BE DOW ETHAFOAM HS -45 OR APPROVED EQUAL. 10. FOR PAVEMENT REMOVAL AND RESTORATION SEE 3 DD -1 11. FOR PIPE INSTALLATION SEE . DD -2 AS -BUILT RECOMMENDED FOR APPROVAL BY DANIEL CAREY 5/28/03 f RONALD STRAKA 5/28/03` BY 3 >�- CITY OF N.E. 10th STREET /ANACORTES AVE. N.E. RENTON DETENTION POND AND STORM SYSTEM IMPROVEMENT PROJECT Planning /Building /Public Works Dept. PLAN & PROFILE STORM SEWER TRUNK ANACORTES AVE NE SCANNED 8 20o� r� _ 226176 LDJL i MAY 2003 PAM DR -4 SWEP s X17 _ .. _.... _ .........._ - - PROFILE Reld " SCALE: 1 =20' HORIZ 1 " =5' VERT ORIGINAL PLANS STAMPED BY: A``��`'� WYMAN REID ADAMS ON 5/27/03 PE #39578 EXPIRES: 4/25/04 CH2M HILL ° =20' xo � a71�i R. CHUNG clum PRETS CH2MHILL AS -BUILT INFO AND NOTES ADDED BY CITY OF RENTON DWC 7 20 04 R. um�m R. ADAMS a DATUM NO. REVISION BY DATE APPR T. PLATIN F wor pE OIGI ONE SCALE"0pDSIMY 377 f 0 �, t lln DRAINAGE AND UTILITY NOTES: 1. REMOVE EXISTING STORM SEWER THAT IS TO BE ABANDONED AS NECESSARY TO CONSTRUCT NEW STORM SEWER AND ROADWAY. PLUG ENDS OF PIPES TO BE ABANDONED AND LEFT IN PLACE. 2. FRAME AND GRATE ON CATCH BASINS AND INLETS ADJACENT TO CURB SHALL BE VANED GRATE PER CITY OF RENTON STANDARD PLAN 8019, UNLESS OTHERWISE SHOWN. FRAME AND GRATE SHALL BE LOCKING. 3. FRAME AND GRATE ON CATCH BASINS TYPE 2 IN THE ROADWAY SHALL BE MANHOLE FRAME AND COVER MARKED "DRAIN" PER CITY OF RENTON STANDARD PLAN 8074, UNLESS OTHERWISE SHOWN. FRAME AND GRATE SHALL BE LOCKING. 4. THE POTENTIAL EXISTS THAT NOT ALL PRIVATE STORM DRAINAGE CONNECTIONS ARE SHOWN. NOTIFY ENGINEER OF PIPES LEADING TO CATCH BASINS AND MANHOLES THAT ARE NOT SHOWN ON THE PLANS. ADDITIONAL CONNECTIONS OF EXISTING PRIVATE DRAINAGE LINES TO NEW STORM SEWERS SHALL BE PROVIDED BY THE CONTRACTOR AT THE DIRECTION OF THE ENGINEER. 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THE PLANS, IS APPROXIMATE AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR EXACT LOCATION. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES, AS NOT ALL UTILITIES MAY BE SHOWN ON THE PLANS. 6. THE CONTRACTOR SHALL THOROUGHLY PLAN EACH SEGMENT OF WORK SUCH THAT CONFLICTS WITH EXISTING UTILITIES WILL 3E IDENTIFIED AND RESOLVED BEFORE ANY WORK WITHIN THAT SEGMENT COMMENCES. THE RESOLUTION OF ALL CONFLICTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE APPROVED BY THE ENGINEER BEFORE ANY CONSTRUCTION. 7. POTHOLING OF WATER, TELEPHONE AND GAS UTILITIES WAS PERFORMED BY THE UTILITY COMPANIES AT VARIOUS LOCATIONS SHOWN ALONG THE ROUTE. THESE LOCATIONS WERE USED AS A BASIS FOR THE DESIGN AND ARE PROVIDED FOR INFORMATIONAL AND REFERENCE ONLY. THE CONTRACTOR SHOULD PLAN FOR AN ADEQUATE LEVEL OF POTHOLING TO VERIFY ALL UTILITIES THAT. COULD BE IN CONFLICT WITH CONSTRUCTION. THE ENGINEER WILL PROVIDE TO THE CONTRACTOR A LIST OF ADDITIONAL POTHOLE LOCATIONS NOT SHOWN ON THE PLANS. 8. UTILITIES WHICH ARE NOT ABANDONED SHALL BE SUPPORTED AND MAINTAINED DURING CONSTRUCTION. 9. FOR STORM SEWER CROSSINGS OF UTILITIES WHERE COVER IS LESS THAN 1' -0" VERTICALLY BETWEEN THE PIPES, PLACE 1'X "X4" STYRENE FOAM BETWEEN THE PIPE. STYRENE FOAM SHALL BE DOW ETHAFOAM HS -45 OR APPROVED EQUAL. 10. FOR PAVEMENT REMOVAL AND RESTORATION SEE 3 DD -1 11. FOR PIPE INSTALLATION SEE . DD -2 AS -BUILT RECOMMENDED FOR APPROVAL BY DANIEL CAREY 5/28/03 f RONALD STRAKA 5/28/03` BY 3 >�- CITY OF N.E. 10th STREET /ANACORTES AVE. N.E. RENTON DETENTION POND AND STORM SYSTEM IMPROVEMENT PROJECT Planning /Building /Public Works Dept. PLAN & PROFILE STORM SEWER TRUNK ANACORTES AVE NE SCANNED 8 20o� r� _ 226176 LDJL i MAY 2003 PAM DR -4 SWEP s X17