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HomeMy WebLinkAboutD-271102'n .> . F.10 _1v1 4 2L Lei a SL SLOPE W/O WITHOUT SCH SCHEDULE SF SQUARE FEET SFM FOUND MONUMENT SHT SHEET SPECS SPECIFICATIONS SQ SQUARE SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE SSNT SET NAIL /TAG SSRC SET REBAR /CAP STA STATI O N STD STANDARD TIC TOP OF CURB TEL TELEPHONE THRD THREADED THRU THROUGH TYP TYPICAL VERT VERTICAL W WEST W/ WITH W/O WITHOUT WTR WATER D DRAIN EOA EDGE OF ASPHALT E EAST EA EACH EL ELEVATION EL ELBOW ELEC ELECTRICAL EXIST EXISTING F FORCE MAIN FIG FIGURE FIN FINISHED FL FLANGE FT FEET FO FIBER OPTIC — — FOC FACE OF CURB GA GAUGE GALV GALVANIZED — GI GALVANIZED IRON GV GATE VALVE — — H PE HIGH DENSITY POLYETHYLENE PIPE ID INSIDE DIAMETER IE INVERT ELEVATION INV INVERT — — IN LENGTH - -- 10 - -- LB POUND LF LINEAR FEET TV MAX MAXIMUM MFR MANUFACTURER FO MH MANHOLE MIN MINIMUM P MJ MECHANICAL JOINT MISC MISCELLANEOUS T NO NUMBER NTS NOT TO SCALE OC ON CENTER G OD OUTSIDE DIAMETER PI POINT OF INTERSECTION — PP POWER POLE S PVI POINT OF VERTICAL INTERSECTION _ PE PLAIN END PE F PERFORATED SD PVC POLYVINYL CHLORIDE PVT PAVEMENT SD PVT POINT OF VERTICAL TANGENT PC POINT OF CURVATURE PT POINT OF TANGENCY F QTY QUANTITY R RADIUS RET RETAINING RR RAILROAD �-- D no ad zi o •P 37338 4 W IST�44+��5 Arm ®NAL EXPIRES: 8 /20/2007 a T CURB & GUTTER mmilm ASPHALT PAVEMENT ['IIIIIIZKVj_Vj 111111,7 41wa V1, EXISTING 0 0 0 0 -0- I� a mil CONCRETE SURFACING MAIL BOX (NOTED) 0 CONCRETE SIDEWALK SIGN RIGHT —OF —WAY LINE EMBANKMENT CENTERLINE OF ROADWAY PROPERTY LINE NOTED PERMANENT EASEMENT LINE TREE (CONIFER) TEMPORARY EASEMENT LINE NOTED CONTOUR LINE TREE (DECIDUOUS) BURIED CABLE TV 0 SHRUBS BURIED FIBER OPTIC BURIED POWER BURIED TELEPHONE BUILDINGS W WATER MAIN (SIZE AS NOTED) ROCK WALL GAS MAIN 0 ELEVATION POINT IRRIGATION LINE MONUMENT SANITARY SEWER SD STORM DRAIN (DIA. < 10 ") ° ANGLE POINT / CONTROL POINT SD BENCH MARK STORM DRAIN (DIA. >= 10 y9 ) --- DETAIL NUMBER SANITARY SEWER FORCE MAIN 1 1 DITCH REFERENCE SHEET CULVERT (SIZE &TYPE AS NOTED) BH -1 GEOTECHNICAL BOREHOLE FENCE (TYPE AS NOTED) FENCE (WITH GATE) TELEPHONE VAULT POWER VAULT TELEPHONE MANHOLE - SURVEYED: SCALE: ND 3N.A. HORIZAI N 198/11991 -. - -- DESIGNED: B.B. DRAWN: P.M. ONE INCH DATUM CHECK: AT FULL SCALE S.C. IF NOT ONE INCH NO. REVISION BY DATE APPR m"04% SCALE ACCORDINGLY .B. GENERAL CONSTRUCTION NOTE 1. ALL TYPE 2 CATCH BASINS AND ACCESS RISERS SHALL HAVE FLAT TOPS 2. LENGTHS OF PIPE AND INVERT ELEVATIONS ARE SHOWN AT CENTERLINE OF STRUCTURE. PAYMENT FOR THE BOX CULVERT WILL BE BASED ON ACTUAL CULVERT INSTALLED FROM FACE OF INSIDE WALL TO FACE OF INSIDE WALL OF EACH STRUCTURE. 3. CONSTRUCTION WORK HOURS SHALL BE FROM 7:00 AM TO 5:00 PM, MONDAY THROUGH FRIDAY UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS. 4. THE CONTRACTOR SHALL IDENTIFY IN ADVANCE, WATER SERVICE LINES THAT MAY BE 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 WILL 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 WILL INSTALL A TEMPORARY SPLICE. 5) CITY MAINTENANCE CREW WILL REPLACE WATER SERVICE WITH A COPPER LINE AT A LATER DATE. I 1 UTILITY NOTE: THE CONTRACTOR SHALL CALL THE UTILITY LOCATION REQUEST CENTER (ONE CALL CENTER; 1 -800- 424 -5555) FOR FIELD LOCATION OF UTILITIES. 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 CONSTRUCTION. 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. &&RCITY OF RENTON Planning /Building /Public Works Dept. RECOMMENDED FOR APPROVAL By:- Z7 ow( Co-71 - -- Datel - -y- `f - 0 7 ByI---------- - - - - -- Date------- - By'---------------- Dater------ - By`---------------- Dater- - - - - -- © Q2 11 DATE RENTON VILLAGE TORM SYSTEM PROJ CT VICINITY & LOCATION MAPS, SYMBOL LEGEND, AND INDEX SHEET- 2 DF: 2 C,_ ... m 0 N 0 0 o � r r r r m d