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Home My WebLink AboutS-048802(2) ON SHEET NUMBER G -2 THIS SECTION IDENTIFIED AS: (1) DETAIL IDENTIFICATION SHOWN ON DRAWING G-1 AS: q `—DETAIL LETTER ABBREVIATIONS, SECTION NUMBER G -2 SYMBOLS GENERAL NOTES: ABB ABBREVIATIONS EA EACH SHEET NUMBER ON LS LUMP SUM S SOUTH, SLOPE EXISTING STRUCTURE 'A ASPHALT LIMITS I. COORDINATE SYSTEM FOR EACH STREET IS AN ASSUMED SYSTEM BASED ON THE ACI AMERICAN .CONCRETE INSTITUTE EF EACH FACE LT L:EFi � 9�� "� SAN SANITARY x FENCE ® PROPOSED SEWER LINE COORDINATES SHOWN IN THE COORDINATE SUMMARY. AC ASPHALTIC CONCRETE E EAST IF THIS BAR DOES NOT MEASURE WHICH THE DETAIL :(-il $1.4 r 43 RY R. C. E. NO. DATE RS, INC. SCD SCREWED --- -�- --- R/W CE CONCRETE 2. VERTICAL CONTROL DATUM IS CITY OF RENTON: ELEVATIONS OF CONTROL POINTS ARE ACP ASBESTOS CEMENT PIPE ESMT EASEMENT MAX MAXIMUM SCH SCHEDULE — RIGHT -OF -WAY LINE SHOWN ON SHEET G-3. AISC AMERICAN INSTITUTE OF ED EDGE :F OIL ME MECHANICAL END SO STORM DRAIN —�r-- EXISTING MANHOLE � TREES 3. UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND BASED ON INFORMATION PROVIDED BY THE STEEL CONSTRUCTION ECR END CURB RETURN (COLLARED TYPE) SEC SECTION EXISTING UTILITY — PROPERTY LINE INDIVIDUAL AGENCIES, ACTUAL LOCATION MAY VARY. THE CONTRACTOR SHALL CALL THE 'ONE ALUM ANSI ALUMINUM AMERICAN NATIONAL EL ELEVATION (ELEV.) MJ MECHANICAL JOINT SHT SHEET — 18' SD— C} - -- WATER METER OR CALL' CENTER AT I- 800 - 424 -5555 FOR UTILITY MARKING 48 HOURS IN ADVANCE OF ANY EXCAVATION. STANDARDS INSTITUTE ED EQUAL OR EQUATION MH MANHOLE SIM SIMILAR CATCH BASIN 4. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR A APPROX APPROXIMATE EW EACH WAY MIN MINIMUM SL SLOPE OR SURVEY LINE MINIMUM OF FIVE (5) PIPE LENGTHS IN ADVANCE OF INSTALLATION OF NEW MAIN. ASA AMERICAN STANDARDS ASSOCIATION (NOW ANSI) EXIST EXISTING MiSC MISCELLANEOUS SPECS SPECIFICATIONS 5. STATIONING SHOWN IS ALONG THE CENTERLINE OF THE SEWER PIPE ALIGNMENT AS DEFINED MIRK MARKER SO SQUARE BY THE PLACEMENT OF THE NEW MANHOLES. ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS EXPJT E %T EXPANSION JOINT EXTERIOR ML MONUMENT LINE SS SANITARY SEWER 6. CITY OF RENTON STD, DETAILS ARE LOCATED WITHIN THE BOUND CONTRACT SPECIFICATIONS. ASPH ASPHALT MON MONUMENT ST STREET ASTM AMERICAN SOCIETY FOR TESTING AND MATERIAL FIN FINISH STA STATION 7. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 7:00 A.M. TO 5:00 P.M. ON WEEKDAYS EXCEPT WITHIN IOO' OF SUNSET BLVD. N.E., WHICH SHALL BE LIMITED AVE AVENUE FD FLOOR DRAIN N NORTH STD STANDARD TO THE HOURS OF 7:00 A.M. TO 2:30 P.M. (UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 - 2620). ALL STREET CLOSURES, PARTIAL OR FULL, AWS AMERICAN WELDING ASSOCIATION F TO F FACE TO FACE NE NORTH EAST STL STEEL SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE AWWA AMERICAN WATER WORKS FF FINISH FLOOR NIC NOT IN CONTRACT STN STL STAINLESS STEEL POLICE DEPARTMENT. FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. ASSOCIATION FIN GR FINISHED GRADE NO NUMBER 8. CONTRACTOR TO PROVIDE BYPASS PUMPING WHERE NECESSARY TO MAKE CONNECTIONS AND STRUCT STRUCTURAL OR STRUCTURE CONSTRUCT ALL PIPING AND APPURTENANCES. ALL BYPASS PUMPING METHODS SHALL BE BK BACK FH FIRE HYDRANT NTS NOT TO SCALE SY SQUARE YARD APPROVED BY THE ENGINEER. BLDG BUILDING FL FLOWLINE / FLANGE OC ON CENTER 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND BLD FLG BLIND FLANGE FLGD FLANGED OD OUTSIDE DIAMETER T TELEPHONE ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. FUR FLOOR TAN TANGENT 10. A COPY OF THE APPROVED PLANS AND SPECIFICATIONS MUST BE ON THE JOB SITE WHENEVER BM BENCH MARK FPM FEET PER MINUTE ORIG ORIGINAL CONSTRUCTION IS IN PROGRESS. BOT BOTTOM TB TELEPHONE BOX FPS FEET PER SECOND P POLE OR POWER TBM TEMPORARY BENCH MARK 16 IN PAVED AREAS, ALL MANHOLE COVERS MUST SLOPE TO MATCH EXISTING PAVING. BRG BEARING FT FEET OR FOOT PC POINT OF CURVATURE TEL TELEPHONE 12. ASSIGNMENT OF THE CONTRACTOR'S RESPONSIBILITIES AND OBLIGATION FOR LOCATING, B & S BELL AND SPIGOT FTG FOOTING PE PLAIN END TEMP TEMPORARY PROTECTING AND REPAIRING DAMAGE TO THE EXISTING UNDERGROUND UTILITIES IS SHOWN IN BV BUTTERFLY VALVE PIED PEDESTAL TH THICK OR THICKNESS SECTION 1 -07.17 OF THE SPECIAL PROVISIONS. BVC BEGIN VERTICAL CURVE G GAS PERF PERFORATED TJB TELEPHONE JUNCTION BOX 13. CONTRACTOR SHALL PROTECT FROM DAMAGE EXISTING WATER METER SERVICES OR OTHER GA GAGE PI POINT OF INTERSECTION UTILITIES DURING THE INSTALLATION OF NEW SIDE SEWER SERVICE, CN CATCH BASIN GALV GALVANIZED PK PK NAIL TMH TELEPHONE MANHOLE 14. INSTALLATION OF 45 DEGREE WYE FITTING FOR SIDE SEWER CONNECTION TO SEWER MAIN SHALL GC GENERAL -CIVIL PL PROPERTY LINE OR PLACE TOP TOP OF PIPE BE ALLOWED ONLY IF APPROVED BY THE ENGINEER. CE CONSTRUCTION EASEMENT TP TELEPHONE POLE OR CF CUBIC FOOT (FEET) CIP GALVANIZED IRON PIPE POC POINT ON CURVE TELEGRAPH POLE 15. CONTRACTOR SHALL RE- POSITION SIDE SEWER ALIGNMENT, IF NECESSARY, TO AVOID DISRUPTION GPD GALLONS PER DAY POT POINT ON TANGENT TYP TYPICAL OF EXISTING UTILITY SERVICES TO PROPERTY OWNER. CFH CUBIC FEET PER HOUR GPH GALLONS PER HOUR PP POWER POLE 16. NO SIDE SEWER SHALL BE CONNECTED TO THE NEW SEWER MAIN PRIOR TO TESTING CFM CFS CUBIC FEET PER .MINUTE CUBIC FEET PER SECOND GPM GALLONS PER MINUTE PRESS PRESSURE UG UNDERGROUND AND FINAL ACCEPTANCE OF MAIN, UNLESS APPROVED BY THE ENGINEER. CIP CAST IRON PIPE GIRD GRADE OR GROUND PSF POUNDS PER SQUARE FOOT UGC UNDERGROUND CONDUIT 17. TV INSPECTION OF EXISTING SEWER MAINS SHOW SOME RESIDENTIAL LOTS CONTAINING SEVERAL SIDE SEWER LATERALS. THE CONTRACTOR SHALL DETERMINE PRIOR TO INSTALLATION GV GATE VALVE PSI POUNDS PER SQUARE INCH UGE UNDERGROUND ELECTRIC OF NEW SEWER MAIN WHICH SIDE SEWER IS ACTIVE IN ORDER I'D LOCATE NEW SIDE SEWER CL CENTER LINE OR CLASS PT POINT OF TANGENCY OR POINT UGT UNDERGROUND TELEPHONE CONNECTION TO SEWER MAIN. INACTIVE AND ABANDONED SIDE SEWERS SHALL BE PLUGGED. CMP CORRUGATED METAL PIPE HAP HORIZONTAL ANGLE POINT PVC POLYVINYL CHLORIDE USGS UNITED STATES GEOLOGICAL CID CLEANOUT HORIZ HORIZONTAL PVMT PAVEMENT SURVEY COB CLEANOUT BOX HPI HORIZONTAL POINT OF PWR POWER COL COLUMN INTERSECTION VAR VARIABLE CONC CONCRETE CTR CENTER HWY HIGHWAY HYD HYDRANT OTY QUANTITY VC VERTICAL CURVE VCP VITRIFIED CLAY PIPE CY CUBIC YARDS ID INSIDE DIAMETER R RADIUS VERT VERTICAL CLR CLEAR IN INCH RC REINFORCED CONCRETE VOL VOLUME COORD COORDINATE IE INVERT ELEVATION RCP REINFORCED CONCRETE PIPE CONT CONTINUOUS I INSTALLATION OR INSTALL RD RED ROAD REDUCER OR REDUCING WM W WATER METER / WATER MAIN WEST OR WATER COMPT COMPACT OR COMPACTION INV INV INVERT WITH CONST CONSTRUCTION OR CONSTRUCT IPS IRON PIPE SIZE REF REFERENCE OR REFER W/ CTRL CONTROL REINF REINFORCING OR REINFORCED WT WEIGHT L LENGTH REOD REQUIRED WWM WELDED WIRE MESH DET DETAIL LAT LATERAL RP RADIUS POINT W/O WITHOUT DI DUCTILE IRON LC LENGTH OF CURVE RT RIGHT WV WATER VALVE DIA DIAMETER LF LINEAL FOOT (FEET) R/W RIGHT OF WAY W LAT WATER LATERAL DIP DIST DUCTILE IRON PIPE DISTANCE LP LIGHT POLE WWp WASTEWATER PROJECT ON DOWN LN LONG YD YARD DWG DRAWING SECTION AND DETAIL IDENTIFICATION SECTION IDENTIFICATION NOTE DETAIL IDENTIFICATION M SECTION CUT SHOWN ON DRAWING G AS:,,,,,— SECTION NUMBER DETAIL LETTER - -�„ DRAWING ON WHICH DETAIL APPEARS 2 SHEET NUMBER ON WHICH G -2 THE DRAWING IS LOCATEDTION DETAIL IDENTIFICATION (2) ON SHEET NUMBER G -2 THIS SECTION IDENTIFIED AS: (1) DETAIL IDENTIFICATION SHOWN ON DRAWING G-1 AS: q `—DETAIL LETTER SECTION NUMBER G -2 ��SHEET NUMBER ON WHICH SECTION NAME q THE DETAIL IS LOCATED G-I SHEET NUMBER ON WHICH THE SECTION (2) ON SHEET NUMBER G -2 THIS DETAIL IDENTIFIED AS: - IDENTIFIACTION IS SHOWN DETAIL LETTER � 9�� "� WARNING 0 %z DETAIL NAME q ! __ R. C.E. NO. OAT 1 'I I� G -I SHEET NUMBER ON �� Z4 4 IF THIS BAR DOES NOT MEASURE WHICH THE DETAIL :(-il $1.4 r 43 RY R. C. E. NO. DATE RS, INC. I• THEN DRAWING IS NOT TO SCALE. IDENTIFIACTION IS SHOWN CITY OF RENTON WAs611 DEPARTMENT OF PUBLIC WORKS HIGHLAND SEWER REPLACEMENT f W W P- 13 -0488 ABBREVIATIONS. SYMBOLS AND a �0 Rp° eo �� GENERAL NOTES STS ess TL1 AL CMG` DESIGNED: C DATE: 3/93 FILE NAME: DRAWN: CPA EXPIRES : 12/13/ X60W D140WINA 45 Q(>ILT VCiO JECi ;L/joffC_f_9_jy C N0. HECKED: SCALE: NONE FIELD BOON: PAFGE: REVISION BY APPR. DATE SHEET: G -2 OF: A I r I I I I AL I Alik _ I z I ][ I I I t I I I iY i I i