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Home My WebLink AboutT-343003I 0 M 3 s ABBREVIATIONS A/C ASPHALT CONCRETE EQ EQUAL PRC ACP ASPHALT CONCRETE PAVEMENT EX EXISTING PT ADA AMERICANS WITH DISABILITIES ACT FDC FIRE DEPARTMENT CONNECTION PVC ALIGN ALIGNMENT FL FLANGE JOINT PVT APPROX APPROXIMATELY FOC FACE OF CURB PM AP ANGLE POINT FOMF FACE OF MEDIAN FLOWLINE R ATB ASPHALT TREATED BASE FOW FACE OF WALL REF AVE AVENUE FT FEET RET BAT BUSINESS ACCESS, TRANSIT FH FIRE HYDRANT RJ BLDG BUILDING H HEIGHT ROW BOW BACK OF WALL H HORIZONTAL RP BVCE BEGINNING OF VERTICAL CURVE ELEVATION HH HANDHOLE RPM BVCS BEGINNING OF VERTICAL CURVE STATION HMA HOT MIX ASPHALT RT, R CB CATCH BASIN HORIZ HORIZONTAL S CDF CONTROLLED DENSITY FILL ID INSIDE DIAMETER S CF CUBIC FEET INTX INTERSECTION S CI CAST IRON IE,INV INVERT ELEVATION SCH CIP CAST IN PLACE JUT JOINT UTILITY TRENCH SO A CENTRAL ANGLE L CURVE LENGTH SDMH CL CLASS LF LINEAR FEET SDP q CENTERLINE LP LOW POINT SE CL CENTERLINE LT, L LEFT SF CNTRL CENTRAL LUM LUMINAIRE SHT CMP CORRUGATED METAL PIPE LW LANE WIDTH SSMH CO CLEANOUT MAX MAXIMUM STA COM COMMUNICATION MIN MINIMUM STD COR CITY OF RENTON MH MANHOLE STRM CONC CONCRETE MIC MONUMENTIN CASE SW CONSTR CONSTRUCTION MJ MECHANICAL JOINT SY CONTR CONTRACTOR N NORTHING T CPEP CORRUGATED POLYETHYLENE PIPE NAD NORTH AMERICAN DATUM TCE CSBC CRUSHED SURFACING BASE COURSE NAVD NORTH AMERICAN VERTICAL DATUM TEL,TELE CSTC CRUSHED SURFACING TOP COURSE N.A. NOT APPLICABLE TOG DESC DESCRIPTION NE NORTHEAST TWL TL D DRIVEWAY NO NUMBER TYP DI DUCTILE IRON NTS NOT TO SCALE UDGD DIP DUCTILE IRON PIPE NW NORTHWEST UNK DIA, 0 DIAMETER OC ON CENTER VC DW DRIVEWAY OD OUTSIDE DIAMETER VERT, V DWG DRAWING OH OVERHEAD VLT E EASTING PT, PNT POINT W E EXISTING PC POINT OF CURVE WAT EJ EXPANSION JOINT PCC POINT OF COMPOUND CURVE WSDOT ELEV ELEVATION PCCP PORTLAND CEMENT CONCRETE PAVEMENT EOP EDGE OF PAVEMENT PI POINT OF INTERSECTION WSL EVCE END OF VERTICAL CURVE ELEVATION YR EVCS END OF VERTICAL CURVE STATION SHEET DESCRIPTION: MONUMENT IN CASE AT THE INTX OF SOUTH 2ND STREET AND DATUM NOTES POINT OF REVERSE CURVE POINT OF TANGENT HORIZONTAL DATUM 1. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN POLY VINYL CHLORIDE HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT POINT OF VERTICAL TANGENT CITY OF RENTON HORIZONTAL DATUM (NAD 83/91), WASHINGTON STATE AND ARE THEN CONTRACTORS SHALLIDETERM NERTHE E ACTALOCCATION OF ALL POINT OF VERTICAL INTERSECTION PLANE, NORTH ZONE. EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE RADIUS COMBINED SCALE FACTOR = 1.000005 FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE REFERENCE POINT ID: 892 OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND RETAINING DESIGNATION: BRYN PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR RESTRAINED JOINT N. 178757.19 SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR E. 1300526.50 SUBSURFACE EXPLORATION. CALL 1- 800 - 424 -5555. RIGHT OF WAY RADIUS POINT DESCRIPTION: WSDOT BRASS DISK SET INTO AND LEVEL WITH EXISTING 2. CONTOUR INTERVAL = 1 FOOT, CONCRETE SIDEWALK. MARK IS APPROXIMATELY 60.0 METERS NORTH OF RAISED PAVEMENT MARKER SOUTH 2ND STREET AND BURNETT AVE SOUTH. RIGHT 3. FIELD SURVEY: KPG, JUNE /JULY 2006 AND OCTOBER /NOVEMBER 2007. SLOPE POINT ID: 124 SOUTH DESIGNATION: GP17167 -29 SEWER N. 173646.54 E. 1297950.89 SCHEDULE DESCRIPTION: WSDOT BRASS DISK SET IN A DRILL HOLE AND LEVEL WITH STORM DRAIN THE CONCRETE SURFACE ON THE SOUTH SHOULDER OF THE SR 167/1 -405 STORM DRAIN MANHOLE OVERCROSSING ABOVE THE APPROXIMATE CENTERLINE OF SR 167. STORM DRAIN PIPE SOUTHEAST POINT ID: CITY OF RENTON #884 (KPG #78) SQUARE FEET N. 178653.29 E. 1298240.69 SHEET DESCRIPTION: MONUMENT IN CASE AT THE INTX OF SOUTH 2ND STREET AND HORIZONTAL AND VERTICAL PROJECT CONTROL POINTS STORM SEWER MANHOLE RAINIER AVENUE SOUTH. CNTRL PNT STATION # STATION OFFSET ELEVATION NORTHING EASTING DESCRIPTION STANDARD POINT ID: CITY OF RENTON #1140 (KPG#86) STORM N. 178048.56 51 34 +49.21 53.86' LT 24.83 176937.92 1298601.91 PK/WASHER SOUTHWEST E. 5.49 DESCCRIPTIRIP11ON: MONUMENT IN CASE AT THE INTX OF SOUTH 3RD STREET AND 52 36 +77.81 39.16' RT 28.56 177184.33 1298621.05 SCRIBED X SQUARE YARDS SHATTUCK AVENUE SOUTH. 58 49 +96.09 47.16' LT 32.79 178118.32 1298192.18 SETPK TANGENT TEMPORARY CONSTRUCTION EASEMENT POINT ID: CITY OF RENTON #1898 (KPG #260) 60 52 +89.08 45.21' RT 42.70 178717.04 1298284.10 SCRIBED X TELECOMMUNICATIONS N. 176367.42 63 52 +95.32 37.93' LT 42.13 178728.61 1298201.53 PK /WASHER TOP FACE OF GUTTER E. 1299156.63 65 45 +81.15 43.09' RT 32.32 178035.07 1298313.37 SCRIBED X DESCRIPTION: MONUMENT IN CASE AT THE INTX OF SOUTH 6TH STREET AND TWO -WAY LEFT TURN LANE SHATTUCK AVENUE SOUTH. 137 51 +99.77 40.52' LT 39.91 178633.43 1298192.80 PK /WASHER TYPICAL 210 30 +78.77 2.06' RT 22.43 176601.73 1298767.28 SETPK UNDERGROUND UNKNOWN VERTICAL DATUM 215 23 +28.96 52.06' RT 27.01 175910.03 1298541.44 FNDPK VERTICAL CURVE 216 20 +84.71 49.83' RT 25.59 175728.54 1298377.96 SETPK VERTICAL CITY OF RENTON VERTICAL DATUM (NAVD 88). 217 18 +24.15 46.67' LT 25.78 175593.09 1298132.74 SETPK VAULT 218 245 +88.57 70.61' LT 25.68 175962.61 1298039.24 SETPK WEST POINT ID: RENT1920 ELEV. 27.86' 219 12 +32.69 38.34' LT 29.22 175014.59 1297947.32 SETPK WATER DESCRIPTION: BRASS DISK SET IN DRILL HOLE IN SIDEWALK STAMPED "KING 220 10 +32.42 47.81' LT 28.90 174814.54 1297933.89 SETPK WASHINGTON STATE COUNTY EN -61 1973." AT BUILDING #604 RAINIER AVENUE SOUTH ON THE 225 28 +10.80 51.57' RT 27.87 176324.17 1298822.62 KING CO BM DEPARTMENT OF TRANSPORTATION WEST SIDE OF THE STREET AT THE NORTH SIDE OF THE DRIVEWAY. WATER SURFACE LEVEL 233 11 +99.71 120.62' RT 28.28 174978.46 1298105.60 SETPK YEAR POINT ID: WSDOT MONUMENT 124 234 10 +65.00 48.61' RT 28.71 174845.20 1298030.93 SETPK DESIGNATION: GP17167 -29 238 14 +32.88 62.88' LT 25.36 175225.98 1297945.44 SETPK ELEV. 47.67' DESCRIPTION: WSDOT BRASS DISK SET IN A DRILL HOLE AND LEVEL WITH THE CONCRETE SURFACE ON THE SOUTH SHOULDER OF THE SR 167/1 -405 OVERCROSSING ABOVE THE APPROXIMATE CENTERLINE OF SR 167. T- 343003 SURVEYED: KPG 09tie�OwnAyOBy DRAWN BY: JLF Kp� �� ''r CITY OF FENTON RAINIER AVENUE S (SR ST DRAWING NO. S ML S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: JLF BID Public Works Department „ - 75391hAvenueN 2502 Jefferson Avenue CHECK BY: NJD Seatlle, WA 96109 Tacoma, WA 96402 DOCUMENTS FED AID NO. -C 20320 ¢i`r (2061286 -1640 (253) 627 -0720 APP ABBREVIATIONS & SURVEY CONTROL OV D FOR CONSTRUCTION DATE: NOOV V 2011 ��4voxnL E PROJ MGR: JF wMV.k .com �. NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DNDX01.dwg BY:/ DATE; /��L SHEET NO. 3 OF 304 z a m m a O J ' oC) N o a .p K . ` o 0 0 y