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Home My WebLink AboutS-20291AIX I I I I I AI I I I I I I I% I Y I Y I A I I 1 i I .$ F 4 s T ABBREVIATIONS GENERAL LEGEND GENERAL NOTES: ABB ABBREVIATIONS EA EACH L LENGTH RPM RELVOLUTIONS PER MINUTE OR -" ' - EXISTING STRUCTURE - -'- - = ASPHALT LIMITS 1. COORDINATE SYSTEM FOR THE PROJECT IS AN ASSUMED SYSTEM BASED ON THE ACI AMERICAN CONCRETE INSTITUTE EF EACH FACE LAT LATERAL REINFORCED PLASTIC MORTAR -- -'-- - -' -'- FENCE PROPOSED SEWER LINE COORDINATES SHOWN IN THE COORDINATE SUMMARY. AC ACRES / ASBESTOS CEMENT E EAST LC LENGTH OF CURVE RR RAILROAD SURVEY BASELINE -'; •'• CONCRETE 2• VERTICAL CONTROL DATUM IS CITY OF RENTOf* ELEVATIONS OF CONTROL POINTS ARE SHOWN ON SHEET G -3. ACP ASBESTOS CEMENT PIPE ECC ECCENTRIC LF LINEAL FOOT [FEET) RT RIGHT -- RIGHT -OF -WAY LINE RISC AMERICAN INSTITUTE OF ESMT EASEMENT LP LIGHT POLE R/W RIGHT OF MAY _ EXISTING MANHOLE TREES 3. UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND BASED ON INFORMATION PROVDED BY THE THE `ON€ ALUM STEEL CONSTRUCTION ALUMINUM ED EDGE OF OIL LN LONG ___ _IR.SDR --- STING UTILITY PROPERTY LINE INDIVIDUAL AGENCIES, ACTUAL LOCATION MAY VARY. THE CONTRACTOR SHALL CALL N CALL' CENTER AT I- 800-424 -5555 FOR UTILITY MARKING 48 HOURS N ADVANCE OF ANY ANSI AMERICAN NATIONAL ECR EN) CURB RETURN LOO LARGE ORGANIC DEBRIS S SAN SOUTH, SCUM, SINK, SANITARY ROAD RECONSTRUCTION EXCAVATION. STANDARDS INSTITUTE ELEVATION (ELEV.) lS LUMP SUM SCI) SCREWED (PROPOSED 4. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR 4. APPROX APPROXIMATE EO EQUAL LEFT SCH SCHEDULE RAISE � N ADVANCE OF CONSTRUCTION. AR ASA AIR RELEASE VALVE AMERICAN STANDARDS EVC OR EOUATION END VERTICAL CURVE LT LWL LOW WATER LEVEL SD STORM GRAN OSSEp 5. STATIONING SHOWN IS ALONG THE SURVEY BASELINE AS DEFINED BY THE CONTROL POINTS. ASSOCIATION (IOW ANSI) EW EACH WAY MAX MAXIMUM SEC SECTION CDC;I � ROCKERY (PROPOSED) 6. CITY OF RENTON STD. DETAILS ARE LOCATED WITHIN THE BOUND CONTRACT SPECIFICATIONS. ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS EXIST EXISTING IE MEC�L ETD SHT SHEET - - - - - ROCKERY (EXISTING) 7, THE HOURS OF WORK SHALL BE LIMITED TO 8:00 A.M. TO 5.00 P.M. ON WEEKDAYS ASTM AMERICAN SOCIETY FOR (COLLARED TYPE) SIM SIMILAR - ' - -" ' GABION (EXISTING) UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS TESTING AND MATERIAL EXPJ7 EXT EXPANSION JOINT EXTERIOR W MECHANICAL JOINT SL SLOPE OR SURVEY LINE - _ - - - -- AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS N ADVANCE. THE POLICE DEPARTMENT. AVAR AIR VACUUM AND NIH MANHOLE SPECS SPECIFICATIONS FIRE DEPARTMENT. AND 911 SHALL BE NOTIFIED BY THE CONTRACTOR 24 HOURS N ADVANCE. AIR RELEASE VALVE AVE AVENUE FN FINISH MAN Mme( SO SQUARE 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND FD FLOOR MISC MISCELLANEOUS SANITARY SEWER GENERAL WORK APPROACH ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. AWS AWWA AMERICAN WELDING ASSOCIATION AMERICAN WATER WORKS F TO F DRAIN FACE TO FACE MARK MARKER SS ST STREET 9, A COPY OF THE APPROVED PLANS AND SPECIFICATIONS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ASSOCIATION FIN GR FINISHED GRADE WIL MONUMENT LINE STA STATION MAON MOMAEIiT THE PROJECT S LINEAR BEGINNING NEAR THE EXISTING PUMP STATION AT N.E. 27TH ST. 10. ASSIGNMENT CONTRACTOR'S RESPONSIBILITIES AND OBLIGATION FOR LOCATING. PROTECTING BFR BACK FLOW PREVENTER FM FIRE HYDRANT MASL MEAN SEA LEVEL LEVEL STD STANDARD AND EXTENDING UPSTATIOi ALONG THE EXISTING NARROW ACCESS ROAD. RECONSTRUCTION WORK SHALL BEGIN AT THE FIRST AREA NOTED FOR REPAIR AND EXTEND UPSTATION AS AND REPAIRING G DAMAGE TO EXISTING UNDERGROUND UTILITIES IS SHOWN N SECTION h0707 BK BACK FL FLOWLNE / FLANGE STL STEEL WORK PRO((�iESSES. WORK SHALL FOLLOW THE GENERAL OUTLINE NOTED BELOW. OF THE SPECIAL PROVISIONS. BLDG BUILDING FLGD FLANGED MLTCP MORTOR LNEG! AND TAPE COATED PIPE STN STL STAINLESS STEEL ROAD REPAIR AREAS: IL ALL WORK IS SHOWN SCHEMATICALLY (I.e.: ENOUGH DETAIL ON DRAWINGS TO SHOW NTENTL ALL ITEMS WILL BE FIELD FIT BY THE CONTRACTOR TO MATCH INTO EXISTING CONYTIONS. BLD FLG BLIND FLANGE FLR FLOOR N NORTH STRUCT STRUCTURAL OR STRUCTURE BM BENCH MARK FIND FOUND NO NUMBER SY SQUARE YARD L INSTALL EROSION/ SEDIMENTATION CONTROLS. 12. THE LARGE ORGANIC DEBRIS (LOD) NOTED HERE -IN IS DEFINED AS LOGS, ROOTWADES. ETC. WHICH ARE SUITABLE FOR USE IN STREAM STABILIZATION/ FISHERIES ENHANCEMENT WORK. BO BLOW -OFF ASSEMBLY FPM FEET PER MINUTE NTS NOT TO SCALE 2. CLEAR AND GRUB AREAS REOURNG EXCAVATIOf. STOCKPILE ANY MATERIALS DESIGNATED BOT BOTTOM FPS FEET PER SECOND OC ON CENTER T TELEPHONE BY THE ENGINEER TO BE USED N THE STREAM STABILIZATION/ FISHERIES ENHANCEMENT WORK. 13. THROUGHOUT PROJECT AREA THE ENGINEER MAY DESIGNATE AREAS FOR REVEGETATION. LOD PLACEMENT OR OTHER HABITAT IMPROVEMENTS NOT SPECIFICALLY NOTED ON THESE BRG BEARING FT FEET OR FOOT QO OUTSIDE DIAMETER T & B TOP AND BOTTOM 3. CONSTRUCT ROAD REPAIRS - LIMIT OPEN WORK AREA TO 200'. MAX. PLANS. B & S BELL AND SPIGOT FTG FOOTING ORIGINAL T & G TONGUE AND GROOVE 14. THE CONTRACTOR SHALL PLACE ANY WASTE MATERIALS SUITABLE FOR LOD AS DIRECTED BV BUTTERFLY VALVE oMG TAN TANGENT 4. FINISH GRADE AND CLEANUP ALL CONSTRUCTED AREAS. BY THE ENGINEER. G GAS p POLE TB TELEPHONE BOX 5. INSTALL PLANTINGS AND HYDROSEED ALL DISTURBED AREAS. 15. ELEVATION OF FINISH GRADE FOR ROADWAY RECONSTRUCTION SHALL MATCH THE EXIST. GRADE: BVC BEGIN VERTICAL CURVE GAGE PC POINT OF CURVATURE CONTRACTOR SHALL ESTABLISH GRADE WITH STRING LINE AND OFFSET GRADE TO THE SIDE OF CB CATCH BASIN GA TBE THREAD BOLT ENDS 6. REMOVE EROSION/ SEDIMENTATION CONTROLS. ROADWAY AT 50 FT. INTERVALS. CE CONSTRUCTION EASEMENT GALV GALVANIZED PCC PE PONT OF COMPOUND UND CURVATURE PLAN END TBC TOP OF BACK OF CURB 16. FINISH GRADE FOR RAISE ROAD GRADE SHALL BE DETERMINED IN THE FIELD USING STRING LINE GP GALVANIZED IRON PPE PIED PEDESTAL TOP TOP OF PIPE STREAM/ FISHERIES ENHANCEMENT- OR OTHER APPROVED METHOD. CFH CUBIC FEET PER HOUR GPO GALLONS PER DAY PELF PERFORATED TBM TEMPORARY BENCH MARK L SCHEDULE ELECTRO- SHOCKW (OF FISH) WITH THE CITY 48 HOURS IN ADVANCE. OF 17. ALL FINISH GRADE ELEVATIONS SHALL BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR CFM CUBIC FEET PER MINUTE GPH GALLONS PER HOUR PI POINT OF INTERSECTION TEl TELEPHONE CONSTRUCTION' TO CONSTRUCTION OF THE WORK. CFS CUBIC FEET PER SECOND GPM GALLONS PER MINUTE PK NAIL TEMP' TEMPORARY Z. INSTALL STREAM DIVERSION AROUND THE WORK AREA USING SANDBAG DIKES, CULVERTS 18. THE CONTRACTOR SHALL PROVIDE SMOOTH ROAD TRANSITIONS TO AND FROM ALL AREAS CHK V CHECK VALVE PL PL PLATE OR PROPERTY LNf TH THICK OR THICKNESS OR OTHER ACCEPTABLE MEANS APPROVED BY THE ENGINEER DESIGNATED TO BE RECONSTRUCTED OR RAISED. TRANSITION SLOPES SHALL NOT EXCEED CIP CAST IRON PIPE GiD GLADE OR GROUND POC POINT ON CURVE TM TELEPHONE MANHOLE 3. CONSTRUCT STREAM/ FISHERIES ENHANCEMENTS MAINTAINING THE SEPARATION OF THE I VERT TO 20 HORIZ (5%). CL CENTER LINE GR BRK GRADE CHANGE POT POINT O_ d TANGENT TP ONE POLE OR TELEPHONE WORK FROM THE STREAM. CMP CORRUGATED METAL PPE GV GATE VALVE PP POWER POLE TELEGRAPH POLE 4. REMOVE THE STREAM DIVERSION, AS APPROVED BY THE ENGINEER. CMPA CORRUGATED METAL PIPE ARCH PRESS PRESSURE TYP TYPICAL 5. PLANT MATERIAL USED FOR LIVESTAKNG WILL BE COLLECTED CO CLEANOUT pRC POINT' OF REVERSE CUB IN THOSE AREAS NOTED ON THE DRAWINGS AND AS APPROVED BY THE ENGINEER COB CLEANOUT BOX HAP HORIZONTAL ANGLE PONT PRV PRESSURE REGULATING. RELIEF UG UNDERGROUND 6, INSTALL PLANTINGS AS SHOWN AND HYDROSEED ALL ON -SHORE DISTURBED AREAS. HORIZ HORIZONTAL OR REDUCING VALVE UGC UNDERGROUND CONDUIT COL COLUMN HWL HIGH WATER LEVEL PSF POUNDS PER SQUARE FOOT USGS UNITED STATES GEOLOGICAL CONC CONCRETE HWY HIGHWAY PSI POUNDS PER INCH SURVEY.. CCP CONCRETE CYLINDER PIPE HPI HORIZONTAL' POINT OF PT .SQUARE PONT POINT � TANGENCY OR POINT C VERTICAL CURVE CTR CENTER INTERSECTION PVC VINYL POLY CHLORIDE VCP VITRIFIED CLAY PIPE CY CUBIC YARDS PVMT PAVEMENT VERT VERTICAL CLR CLEAR ID INSIDE DIAMETER PWR POWER VOL VOLUME COORD COORDINATE N (NCH OTy QUANTITY VPi. VERTICAL POINT CONT CONTINUOUS IE INVERT ELEVATION OF ,INTERSECTION COMPT CONST COMPACT OR COMPACTION CONSTRUCTION OR CONSTRUCT INST INSTALLATION OR INSTALL R RC RADIUS REINFORCED CONCRETE WM WATER METER /WATER MAN CPEP CORRUGATED POLYETHYLENE PIPE INV INVERT RCP REINFORCED CONCRETE PIPE W WEST OR WATER IPS IRON PIPE SIZE W/ WITH DET DETAIL IRRG IRRIGATION RD ROAD WT WEIGHT DI DUCTILE IRON RDwD REDWOOD DIA DIAMETER RED REDUCER OR REDUCING WWM WELDED WIRE MESH DIP DUCTILE IRON PIPE REF REFERENCE OR REFER W/O WITHOUT DIST DISTANCE WV WATER VALVE DIP DUCTILE IRON PIPE REINF REINFORCING OR REINFORCED W LAT WATER LATERAL ON DOWN REOD REQUIRED DWG DRAWING RP RADIUS POINT YD YARD SECTION AND DETAIL IDENTIFICATION NOTE DETAIL IDENTIFICATION DETAIL IDENTIFICATION DETAIL LETTER -�� H DRAWING ON WHIC }� D /C -6 DETAIL APPEARS W DETAIL SHOWN AN DRAWING G -I AS: FT- -,—DETAIL LETTER SECTION IDENTIFICATION DRAWING ON WHICH I G/, -12 "" 4S4w2O29 (1) SECTION CUT SHOWN ON DRAWING AS: SECTION NUMBER DETAIL APPEARS CITY OF REINTON (2) ON SHEET NUMBER GC -I THIS DETAIL IDENTIFIED AS: DEPARTMENT OF PUBLIC WORKS —DRAWING ON WHICH SECTION APPEARS DETAIL LETTER HONEY CREEK INTERIM REPAIRS G-2 DETAIL NAME A F_--- RECORD DRAWING SEE ORIGINAL CONTRACT DRAWINGS AND yjjy�P -22 -2029 ABBREVGENORAL NOTES suaMiTTEO WARNING G -I DRAWING FROM wwcH DETAIL APPEARS FOR SEAL AND SIGNATURES I DESIGNED: DRAWN: DATE: 593 FILE NAME: O Vi I PROJECT ENGINEER R.C.E. \�. DACE SCALE: NONE FIELD BOON: PAGE IF THIS BAR DOES NOT MEASURE I' D RECORD DRAVYGJG CHECKED: I DPA JEB 9 -24 -93 THEN DRAWING IS BY APPR. I DATE SHEET: G -Z OF: MONTGOMERY WATSON R. c. E. N0. DATE NOT TO SCALE. NC. I REVISION IX I I I I I AI I I I I I I I% I Y I Y I A I I 1 i I .$ F 4 s T