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Home My WebLink AboutD-353102T M LO C'') n N Ii a. T 0 O� 1 I\5\T1gw1a 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 CATCH BASIN Cl CAST IRON CL CENTER LINE CLR CLEARANCE CMP CORRUGATED METAL PIPE CO CLEANOUT CONIC CONCRETE CONN CONNECTION CONTR CONTRACTOR CONT CONTINUOUS CPEP CORRUGATED POLYETHYLENE PIPE CPLG COUPLING CY CUBIC YARD CONT CONTINUED CL CLASS CF CUBIC FEET U0011211110v 011161m RED REDUCER REINF REINFORCE READ REQUIRED R/W RIGHT -OF -WAY SL SLOPE 24 N, R 5 E, W.M. SYMBOL 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 THIRD THREADED THRU THROUGH TYP TYPICAL VERT VERTICAL SANITARY SEWER W/ WITH W/0 WITHOUT WTR WATER CFS CUBIC FEET PER SECOND SYMBOL LEGEND DC DEGREE OF CURVATURE DI DUCTILE IRON EXISTING PROPOSED DESCRIPTION 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 s =]__ .._( 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 INV INVERT _ IN INCH L 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 PLAIN END PERF PERFORATED PVC POLYVINYL CHLORIDE PVMT PAVEMENT PVT POINT OF VERTICAL TANGENT _ PC POINT OF CURVATURE QTY QUANTITY TANGENCY R RADIUS REf RETAINING RR RAILROAD ANN oF�X ti �ar 38311 c Cn,ay 8E 08b0r2X0, Imo. CONSULTING ENGINEERS 701 DEXTER AVENUE NORTH SUITE 200 SEATTLE, WASHINGTON 98109 (206) 284 -0860 -- G -- - -{ DO \ i 0 SECTION 32, TWP 24 N, R 5 E, W.M. SYMBOL LEGEND EXISTING PROPOSED DESCRIPTION 0 LINE MANHOLE OR DRYWELL (AS NOTED) o CLEANOUT L ® TYPE 1 CATCH BASIN OR CURB INLET BURIED CABLE TV ® TYPE 2 CATCH BASIN BURIED FIBER OPTIC POLE WITH GUY WIRE _ -v- POWER / TELEPHONE / GUY POLE WATER MAIN (SIZE AS NOTED) LUMINAIRE GAS MAIN YARD LIGHT :1 JUNCTION BOX (AS NOTED) D4 N GATE VALVE SANITARY SEWER BUTTERFLY VALVE s WATER METER Y` fi FIRE HYDRANT REDUCER ® THRUST BLOCK TRANSITION COUPLING OR FLANGE COUPLING ADAPTER CURB & GUTTER CAP /PLUG ASPHALT PAVEMENT i BLOW -OFF GRAVEL SURFACING AIR RELEASE VALVE CONCRETE SURFACING CONCRETE SIDEWALK (PERVIOUS CONCRETE/ - -- CEMENT CONCRETE) PAVEMENT GRINDING LIMITS Y RIGHT -OF -WAY LINE — CENTERLINE OF ROADWAY PROPERTY LINE NOTED PERMANENT EASEMENT LINE TEMPORARY EASEMENT LINE NOTED CONTOUR LINE BURIED CABLE TV N BURIED FIBER OPTIC BURIED POWER BURIED TELEPHONE u1 WATER MAIN (SIZE AS NOTED) GAS MAIN IRRIGATION LINE >a 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 WAHLSTROM, PLS#44651 (INFORMED LAND SURVEY) THE ORIGINAL PLANS WERE STAMPED BY SC AND BB ON 2/14/2011 & 2/1512011 N0. ok �l -d ?t- MAIL BOX (NOTED) SIGN EMBANKMENT TREE (CONIFER) iv 0 TREE (DECIDUOUS) C�? SHRUBS BUILDINGS ROCK WALL DCDO= BLOCK WALL ELEVATION POINT MONUMENT ANGLE POINT / CONTROL POINT BENCH MARK 1 DETAIL NUMBER 1 REFERENCE SHEET GEOTECHNICAL BOREHOLE TOE OF FILL F— EMBANKMENT GRADING QUANITIES CUT: �2,38t�CjiS�(�Y FILL: 3ArjI1(Cy 450v 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. 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. AS -BUILT D -353 Z 0 sxnevru scue mm. `"~o^wpam CITY OF 2/14/11 LAKE WASHINGTON BLVD NORTH F8BD06 B.P.B. RENTON STORM WATER & WATER MAIN C.J.K. axe xw 9 DATUM D °A""80 xa SAC.� Public Works Dept. IMPROVEMENTS 2 BY DATE APPR A "ar SYMBOL LEGEND, ABBREVIATIONS B.P.B. 2 'z7 t- 17.