The URL can be used to link to this page

Home My WebLink AboutD-2959110 w f Q Q 12 N N b Q 0 Z W J uiN Q Q N 0 2 0 2 CD Lo cv) N N CL ABBREVIATJON8 ABND ABANDON SEDiMENT AC ASBEST05 C PIPE ADJ ADJUST ALT ALTERNATE ALUM ALUMINUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ASPH ASPHALT ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS ASSY ASSEMBLY AVE AVENUE BF BLIND FLANGE BLDG BUILDING BLK BLOCK BO BLOW OFF CTR CENTER CAP CORRUGATED ALUMINUM PIPE CB CATCH BASIN CI CAST IRON CENTER LINE R CLEARANCE CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE C CONDUIT CONN CONNECTION CONTR CONTRACTOR CONT CONTINUOUS CPEP CORRUGATED POLYETHYLENE PIPE CPLG COUPLING CY CUBIC YARD CONT CONTINUED CL CLASS CF CUBIC FEET CFS CUBIC FE�EFT CPER SECOND BC Bb�qfi IRON URVATURE DIA DIAMETER DOT DEPARTMENT OF TRANSPORTATION DIM DIMENSION DWGS DRAWING(S) D DRAIN EOA EDGE OF ASPHALT E EAST EA EACH EL ELEVATION EL ELBOW ELEC ELECTRICAL EST ESTIMATED EXIST EXISTING ABBREVIATIQNII R�QD REQUIRED S W RIGHT—OF-WAY OF -WAY S SOUTH SCH SCHEDULE SF SQUARE FEET SHT SHEET SPECS SPECIFICATIONS SQ SQUARE SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE STA STATION STD STANDARD TC TOP OF CURB TEL TELEPHONE TESC TEMPORARY EROSION &SEDIMENT CONTROL THRO THREADED THRU THROUGH T.O.S. TOP OF SLAB NP TYPICAL UNK UNKNOWN VERT VERTICAL W wiTM W/0 WITHOUT WTR WATER SYMBOL LEGEND E •N . F FORCE MAIN FIG FIGURE FIN FINISHED FL FLANGE FT FEET - - INSIDE DIAMETER --TV IE INVERT ELEVATION 13 -14 I NV INVERT FO IN INCH 17 -20 L LENGTH --- P LB POUND 24 LF LINEAR FEET T MAX MAXIMUM W MFR MANUFACTURER TRAFFIC SO4AL LOOP SCHEMATIC DRAWIiNGS MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MISC MISCELLANEOUS I T N NORTH S NO NUMBER XIgTINQ PROPOSED OESCRIPTIQN •N . F FORCE MAIN FIG FIGURE FIN FINISHED FL FLANGE FT FEET - - FO FIBER OPTIC FOC FACE OF CURB -- GA GAUGE GALV GI GALVANIZED GALVANIZED IRON RR GV GATE VALVE -- -- -10 - -- - HDPE HIGH DENSITY POLYETHYLENE PIPE 0 " M ~ J ID INSIDE DIAMETER --TV IE INVERT ELEVATION 13 -14 I NV INVERT FO IN INCH 17 -20 L LENGTH --- P LB POUND 24 LF LINEAR FEET T MAX MAXIMUM W MFR MANUFACTURER TRAFFIC SO4AL LOOP SCHEMATIC DRAWIiNGS MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MISC MISCELLANEOUS I T N NORTH S NO NUMBER NTS NOT TO SCALE SD OC ON CENTER OD OUTSIDE DIAMETER PI POINT OF INTERSECTION SD PP POWER POLE — PVI POINT OF VERTICAL INTERSECTION PE PLAIN END — PERF PERFORATED PVC POLYVINYL CHLORIDE PVMT PAVEMENT PVT POINT OF VERTICAL TANGENT } PC POINT OF CURVATURE QTY QUANTINF TANGENCY R RADIUS RET RETAINING RR RAILROAD RED REDUCER REINF REINFORCE CONSULTING ENGINEERS '101 DEXTER AVCMR PAWIW VA I >dM SEATTLE. VASHOGTM "M (M tM -Ni0 F- --�. -- Efl 0 0 0 0 D W CURB & GUTTER ASPHALT PAVEMENT GRAVEL SURFACING CONCRETE SURFACING CONCRETE SIDEWALK RIGHT -OF --WAY LINE — -. ----- CENTERLINE OF ROADWAY PROPERTY LINE PERMANENT EASEMENT LINE TEMPORARY EASEMENT LINE CONTOUR LINE BURIED CABLE TV �T r�1 vi 101 [ 1 0 c •; L11101 ikolzi ol Azi - •► cm db e D d Y �ED C) BURIED FIBER OPTIC fcc��c�J BURIED POWER BURIED TELEPHONE WATER MAIN (SIZE AS NOTED) 0 GAS MAIN IRRIGATION LINE SANITARY SEWER STORM DRAIN (DIA. < 18 STORM DRAIN (DIA. >= 18'7 SANITARY SEWER FORCE MAIN DITCH CULVERT (SIZE &TYPE AS NOTED) FENCE (TYPE AS NOTED) FENCE (WITH GATE) TELEPHONE VAULT POWER VAULT TELEPHONE MANHOLE SANITARY SEWER MANHOLE CLEANOUT TYPE 1 CATCH BASIN OR CURB INLET TYPE 2 CATCH BASIN NO. I (REVISION O FERNCO COUPLING POLE WITH GUY WIRE POWER /TELEPHONE /GUY POLE LUMINAIRE YARD LIGHT JUNCTION BOX (AS NOTED) GATE VALVE BUTTERFLY VALVE WATER METER FIRE HYDRANT REDUCER THRUST BLOCK TRANSITION COUPLING OR FLANGE COUPLING ADAPTER CAP /PLUG BLOW -OFF WELL MAIL BOX (NOTED) SIGN EMBANKMENT TREE (CONIFER) TREE (DECIDUOUS) SHRUBS BUILDINGS ROCK WALL ELEVATION POINT BORING AND TEST PIT LOCATIONS MONUMENT o ANGLE POINT /CONTROL POINT BENCH MARK � DETAIL NUMBER 1 REFERENCE SHEEP ROLL 2 0,� a• 2959i/ AS I3olur P61t CoN•f Acrno'e_ ftF_er)oh Line- By' By Date+ 3.1�1_0� _ Date________ By'---------- - - - - -- Datei -------- 1. ALL TYPE 1 AND 2 CATCH BASINS SHALL HAVE VANED GRATES EXCEPT WHERE NOTED ON THE PLANS 2. ALL TYPE 2 CATCH BASINS AND ACCESS RISERS 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 PROPOSED CONNECTIONS OF 24" DIAMETER OR LARGER STORM PIPE INTO PROPOSED CATCH BASINS SHALL BE FITTED WITH AN "A -LOK" FLEXIBLE CONNECTOR OR EQUIVALENT. SEE SPECIFICATIONS. 5. LENGTHS OF PIPE AND INVERT ELEVATIONS ARE SHOWN AT CENTERLINE OF STRUCTURE. PAYMENT FOR 60" AND 36" PIPE WILL BE BASED ON ACTUAL LENGTHS OF PIPE INSTALLED FROM FACE OF INSIDE WALL TO FACE OF INSIDE WALL OF EACH STRUCTURE. 6. CONSTRUCTION WORK HOURS BETWEEN LIND AVENUE S.W. (STA. 1+13) AND STA. 7 +25 SHALL BE FROM 7:00 PM TO 6:30 AM. CONSTRUCTION WORK HOURS BETWEEN STA. 7 +25 AND EAST OF RAINIER AVE, S. (STA. 21+00) SHALL BE FROM 9:00 PM TO 6:30 AM. CONSTRUCTION WORK HOURS BETWEEN STA. 21+00 AND MORRIS AVE. S. (STA. 32 +00) SHALL BE FROM 7 :00 AM TO 3:30 PM. CONTRACTOR SHALL HAVE TRAFFIC CONTROL DEVICES CLEARED FROM THE ROADWAY BY 6:30 AM FOR NIGHT OPERATIONS AND 3:30 FOR DAY OPERATIONS. 7. LOCATE ALL CATCH BASIN AND MANHOLE FRAMES AND GRATES OUTSIDE OF VEHICLE WHEEL PATH WHERE FEASIBLE. 8. THE CONTRACTOR SHALL IDENTIFY IN ADVANCE, WATER SERVICE LINES THAT MAYBE DAMAGED DURING INSTALLATION OF STORM PIPE. IF WATER SERVICE LINES REQUIRE REMOVAL TO FACILITATE STORM PIPE INSTALLATION, THE CONTRACTOR SHALL COORDINATE WITH CITY MAINTENANCE CREW. THE FOLLOWING PROCEDURES SHALL BE FOLLOWED: 1) CONTRACTOR SHALL EXPOSE WATER SERVICE LINE. 2) CITY MAINTENANCE CREW SHALL SHUT OFF WATER AND TEMPORARILY CUT AND CAP SERVICE LINE. 3) CONTRACTOR SHALL INSTALL STORM PIPE AT WATER SERVICE CROSSINGS. 4) WHEN CONTRACTOR IS A SUFFICIENT DISTANCE BEYOND WATER SERVICE LINE, THE CITY MAINTENANCE CREW SHALL INSTALL A TEMPORARY SPLICE. 5) CITY MAINTENANCE CREW WILL REPLACE WATER SERVICE WITH A COPPER LINE AT A LATER DATE. UTILITY QTE: 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 CONSTRICTION. ALL POTENTIAL UTILITY CONFLICTS SHALL BE POTHOLED A MINIMUM OF FIVE WORKING DAYS IN ADVANCE OF ANY PIPELINE TRENCH EXCAVATION. THE UTILITIES SHOWN ON THE PLANS ARE BASED UPON 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. �OODDOC�7Fdw Cl TY OF 2/20/04 S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT RENTON PHASE 2 - LIND SW. TO MORRIS AV � DATUM E. S. Pat AVE. sm Planning /Building /Public Woft Dept. SYMBOL LEGEND, ABBREVIATIONS, INDEX AND GENERAL CONSTRUCTION NOTES _ -_ 2 27 ..q a , m7D 29x911 $CANNED �R1;27_ C x INDEX SHEET NO. DESCRIPTION 1 COVER, VICINITY & LOCATION MAPS 2 SYMBOL LEC 1D, AffiftwToms imxx 0 " M ~ J AND GENERAL NOTES 3 SURVEY CONTROL TABLE AND MAP 4-12 STORM( DRAINAGE FLAN & PROFILE 13 -14 LATERAL STORM( ORAIN111GE �IPR�ONEIr1ENT PROF'iLEs 15 SANITARY SEWER PLAN AND PROFILE 16 DETAILS OF CATCH BASINS WITH EWA= SANITARY SEINER 17 -20 TION PLAN 21 'S.W. 7TH CHANNEUZATION 22 -23 TT CROSS SECTIONS 24 SE dt STORM( DMNAIGE TRENCH SECTIONS 25 VAULT DETAILS 25 DETAILS - SEDIMENT AND EROSK)N CONTROL, AND OUS DETAILS 27 TRAFFIC SO4AL LOOP SCHEMATIC DRAWIiNGS 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 AND ACCESS RISERS 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 PROPOSED CONNECTIONS OF 24" DIAMETER OR LARGER STORM PIPE INTO PROPOSED CATCH BASINS SHALL BE FITTED WITH AN "A -LOK" FLEXIBLE CONNECTOR OR EQUIVALENT. SEE SPECIFICATIONS. 5. LENGTHS OF PIPE AND INVERT ELEVATIONS ARE SHOWN AT CENTERLINE OF STRUCTURE. PAYMENT FOR 60" AND 36" PIPE WILL BE BASED ON ACTUAL LENGTHS OF PIPE INSTALLED FROM FACE OF INSIDE WALL TO FACE OF INSIDE WALL OF EACH STRUCTURE. 6. CONSTRUCTION WORK HOURS BETWEEN LIND AVENUE S.W. (STA. 1+13) AND STA. 7 +25 SHALL BE FROM 7:00 PM TO 6:30 AM. CONSTRUCTION WORK HOURS BETWEEN STA. 7 +25 AND EAST OF RAINIER AVE, S. (STA. 21+00) SHALL BE FROM 9:00 PM TO 6:30 AM. CONSTRUCTION WORK HOURS BETWEEN STA. 21+00 AND MORRIS AVE. S. (STA. 32 +00) SHALL BE FROM 7 :00 AM TO 3:30 PM. CONTRACTOR SHALL HAVE TRAFFIC CONTROL DEVICES CLEARED FROM THE ROADWAY BY 6:30 AM FOR NIGHT OPERATIONS AND 3:30 FOR DAY OPERATIONS. 7. LOCATE ALL CATCH BASIN AND MANHOLE FRAMES AND GRATES OUTSIDE OF VEHICLE WHEEL PATH WHERE FEASIBLE. 8. THE CONTRACTOR SHALL IDENTIFY IN ADVANCE, WATER SERVICE LINES THAT MAYBE DAMAGED DURING INSTALLATION OF STORM PIPE. IF WATER SERVICE LINES REQUIRE REMOVAL TO FACILITATE STORM PIPE INSTALLATION, THE CONTRACTOR SHALL COORDINATE WITH CITY MAINTENANCE CREW. THE FOLLOWING PROCEDURES SHALL BE FOLLOWED: 1) CONTRACTOR SHALL EXPOSE WATER SERVICE LINE. 2) CITY MAINTENANCE CREW SHALL SHUT OFF WATER AND TEMPORARILY CUT AND CAP SERVICE LINE. 3) CONTRACTOR SHALL INSTALL STORM PIPE AT WATER SERVICE CROSSINGS. 4) WHEN CONTRACTOR IS A SUFFICIENT DISTANCE BEYOND WATER SERVICE LINE, THE CITY MAINTENANCE CREW SHALL INSTALL A TEMPORARY SPLICE. 5) CITY MAINTENANCE CREW WILL REPLACE WATER SERVICE WITH A COPPER LINE AT A LATER DATE. UTILITY QTE: 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 CONSTRICTION. ALL POTENTIAL UTILITY CONFLICTS SHALL BE POTHOLED A MINIMUM OF FIVE WORKING DAYS IN ADVANCE OF ANY PIPELINE TRENCH EXCAVATION. THE UTILITIES SHOWN ON THE PLANS ARE BASED UPON 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. �OODDOC�7Fdw Cl TY OF 2/20/04 S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT RENTON PHASE 2 - LIND SW. TO MORRIS AV � DATUM E. S. Pat AVE. sm Planning /Building /Public Woft Dept. SYMBOL LEGEND, ABBREVIATIONS, INDEX AND GENERAL CONSTRUCTION NOTES _ -_ 2 27 ..q a , m7D 29x911 $CANNED �R1;27_ C x 0 0 N �> r k�J 0 " M ~ J o � k�j 0