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Home My WebLink AboutSWP2702711.2U) ABBREVIATIONS AVE AVENUE AC ASBESTOS CEMENT PIPE ADJ ADJUST ALT ALTERNATE ALUM ALUMINUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ASPH ASPHALT ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS ASSY ASSEMBLY BF BLIND FLANGE BLDG BUILDING BLK BLOCK BO BLOW OFF CTR CENTER CAP CORRUGATED ALUMINUM PIPE CB CATCH BASI N CI CAST IRON q_ CENTER LINE CLR 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 FEET PER SECOND ABBREVIATIONS RED REDUCER REINF REINFORCE READ REQUIRED R/W RIGHT-OF-WAY SL SLOPE S SOUTH 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 TC TOP OF CURB TEL TELEPHONE THRD THREADED THRU THROUGH TYP TYPICAL VERT VERTICAL W WEST W/ WITH W/O WITHOUT WTR WATER DC DEGREE OF CURVATURE SYMBOL LEGEND DI DUCTILE IRON DIA DIAMETER EXISTING PROPOSED 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 EXIST EXISTING o 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 HDPE HIGH DENSITY POLYETHYLENE PIPE ID INSIDE DIAMETER IE INVERT ELEVATION NV INVERT IN INCH LB POUND POD 10--- LF LINEAR FEET TV MAX MAXIMUM MFR MANUFACTURER FO MH MANHOLE MIN MINIMUM P MJ MECHANICAL JOINT MISC MISCELLANEOUS T N NORTH W NO NUMBER NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PI POINT OF INTERSECTION — PP POWER POLE S PVI POINT OF VERTICAL INTERSECTION — PE PLAIN END PERF PERFORATED SD PVC POLYVINYL CHLORIDE PVMT 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 x x X— Q� P. B of WAs� `4�- x X— � � a o YFTI O 37338 q w� 14 s IST1;�4��15 O / yg �cNAL �O 11 EXPIRES:8/20/200`7 C�.y 8z 08bo�e, I� C❑NSULTING ENGINEERS 701 DEXTER AVENUE NORTH SUITE 200 SEATTLE, WASHINGTON 98109 (206) 284-0860 W SD SD DESCRIPTION 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 BURIED FIBER OPTIC BURIED POWER BURIED TELEPHONE WATER MAIN (SIZE AS NOTED) GAS MAI N IRRIGATION LINE SANITARY SEWER STORM DRAIN (DIA. < 10") STORM DRAIN (DIA. >= 10") SANITARY SEWER FORCE MAIN DITCH CULVERT (SIZE & TYPE AS NOTED) FENCE (TYPE AS NOTED) FENCE (WITH GATE) TELEPHONE VAULT POWER VAULT TELEPHONE MANHOLE NO. I REVISION SYMBOL LEGEND EXISTING O 0 0 NOTED NOTED cr LZ PROPOSED N fi DESCRIPTION MANHOLE OR DRYWELL (AS NOTED) CLEANOUT TYPE 1 CATCH BASIN OR CURB INLET TYPE 2 CATCH BASIN 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) aq ; � BUILDINGS ROCK WALL ELEVATION POINT MONUMENT o ANGLE POINT /CONTROL POINT BENCH MARK � DETAIL NUMBER 1 REFERENCE SHEET BY SURVEYED: DESIGNED: B.B. DRAWN: P.M. CHECKED: S.C. DATE APPR APPR: B.B. GEOTECHNICAL BOREHOLE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTKAL. NAVD 19M HORIZONTAL: NAD 19f0/1991 DATU M GENERAL CONSTRUCTION NOTES 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. D-271102 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. CI TY OF RENTON Planning/Building/Public Works Dept. RECOMMENDED FOR APPROVAL By: �D o1_. ^-� --- Date; By'----------- - Date: -------- By°---------------- Date: -------- By: Dater ------- D�-�2�7� 1 102 DATE: RENTON VILLAGE STORM SYSTEM PROJECT FIE 4/LDBOOK: K: PAGE: DRAWING NO: VICINITY & LOCATION MAPS, SYMBOL LEGEND, AND INDEX SHEET, 2 OF: 12