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Home My WebLink AboutSWP2703531.2T LO N ABBREVIATIONS AVE AVENUE AC ASBESTOS CEMENT PIPE ADJ ADJUST ALT ALTERNATE ALUM ALUMINUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AP ANGLE POINT ASPH ASPHALT ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS ASSY ASSEMBLY BF BLIND FLANGE BLDG BUILDING BLK BLOCK BO BLOW OFF BOP BEGINNING OF PAVEMENT CTR CENTER CAP CORRUGATED ALUMINUM PIPE CB CATC H BAS I N CENTER IRONLINE 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 S 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 STATION STD STANDARD TB THRUST BLOCK TC TOP OF CURB TEL TELEPHONE THRD THREADED THRU THROUGH TYP TYPICAL VERT VERTICAL W WEST W/ WITH W/0 WITHOUT WTR WATER SYMBOL LEGEND DC DEGREE OF CURVATURE EXISTING DI DUCTILE IRON DIA DIAMETER DOT DEPARTMENT OF TRANSPORTATION DIM DIMENSION DWGS DRAWING(S) D DRAIN EOA EDGE OF ASPHALT E EAST EA EACH EL ELEVATION ELEC ELECTRICAL EOP EDGE OF PAVEMENT EXIST EXISTING F FORCE MAIN FIG FIGURE FIN FINISHED FL FLANGE FT FEET 0 FIBER OPTIC FOC FACE OF CURB GA GAUGE GALV GALVANIZED GI GALVANIZED IRON GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE ID INSIDE DIAMETER I INVERT ELEVATION NV INVERT N INCH LENGTH LB POUND LF LINEAR FEET MAX MAXIMUM MFR MANUFACTURER MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MISC MISCELLANEOUS N NORTH NO NUMBER NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PI POINT OF INTERSECTION PP POWER POLE PVI POINT OF VERTICAL INTERSECTION PE END PERF P RIFORATED PVC POLYVINYL CHLORIDE: PVMT PAVEMENT PVT POINT OF VERTICAL TANGENT PC POINT OF CURVATURE PT POINT OF TANGENCY QTY QUANTITY R RADIUS RET RETAINING RR RAILROAD P. of WAS � � x �O 7338 ICI STE¢� �sSI�NAL p wW 1� ANN of WAS AI m � x 38311 q c i S T % 1� ass f�NAL c4CE5 >i Crap ar Ombor xe, LmN CONSULTING ENGINEERS 701 DEXTER AVENUE NORTH SUITE 200 SEATTLE, WASHINGTON 98109 (206) 284-0860 PROPOSED DESCRIPTION 11 i 110a W u SURVEY AN WAHLSTROM, PLS#44651 (INFORMED LAND SURVEY) THE ORIGINAL PLANS WERE STAMPED BY SC AND BB ON 2/14/2011 & 2/1512011 CURB & GUTTER ASPHALT PAVEMENT GRAVEL SURFACING CONCRETE SURFACING SECTION 32, TWP 24 N, R 5 E, W.M. SYMBOL LEGEND EXISTING PROPOSED DESCRIPTION CONCRETE SIDEWALK (PERVIOUS CONCRETE/ CEMENT CONCRETE) PAVEMENT GRINDING LIMITS 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 MAIN IRRIGATION LINE SANITARY SEWER STORM DRAIN 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 x NOTED QED BY 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) N GATE VALVE BUTTERFLY VALVE WATER METER fi FIRE HYDRANT REDUCER THRUST BLOCK TRANSITION COUPLING OR FLANGE COUPLING ADAPTER 7 CAP/PLUG T BLOW —OFF AIR RELEASE VALVE MAIL BOX (NOTED) SIGN TREE (CONIFER) TREE (DECIDUOUS) SHRUBS BUILDINGS ROCK WALL ELEVATION POINT MONUMENT ANGLE POINT / CONTROL POINT BENCH MARK DETAIL NUMBER 1 REFERENCE SHEET GEOTECHNICAL BOREHOLE TOE OF FILL F—EMBANKMENT ONE a" AT PJLL SCALE F NOT ONE s1CH SCALE ACCORDN8I.Y va"Mm: Nmm lsee r1oR MWA_ WD IW3/11s1 DATU M GRADING QUANITIES CUT: CIV56rc-y FILL: 3A8(rcy 450q GE CONSTRUCTION ALL APE 2 CATCH BASINS AND ACCESS RISERS SHALL HAVE FLAT TOPS 2. LENGTHS OF PIPE AND INVERT ELEVATIONS ARE SHOWN AT CENTERLINE OF STRUCTURE. 3. CONSTRUCTION WORK HOURS SHALL BE FROM 7:00 AM TO 5:00 PM, MONDAY THROUGH FRIDAY UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS. CONTRACTOR SHALL ABIDE BY THE CITY OF RENTON NOISE ORDINANCE. 4. LOCATE ALL CATCH BASIN AND MANHOLE FRAMES AND GRATES OUTSIDE OF VEHICLE WHEEL PATH WHERE FEASIBLE (WHERE NOT FEASIBLE, INSTALL ROUND COVERS). 5. ALL TYPE 1 AND 2 CATCH BASINS SHALL HAVE VANED GRATES EXCEPT WHERE NOTED ON THE PLANS. 6. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR OWNER'S APPROVAL. 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 ML RENTON Public Works Dept. AS -BUILT D-353 LAKE WASHINGTON BLVD NORTH STORM WATER & WATER MAIN IMPROVEMENTS SYMBOL LEGEND, ABBREVIATIONS 0 ti i'.. 2 2 27 o y� x N � O 00 z G�