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Home My WebLink AboutTRO4103430.3CL Ln N 0 N T X z a c 0 U U) a, a a r- C!� W / a L S- v L(7 Lam: Ci7 CD ICD z cn r- v ABBREVIATIONS A/C ASPHALT CONCRETE EQ EQUAL PRC POINT OF REVERSE CURVE ACP ASPHALT CONCRETE PAVEMENT EX EXISTING PT POINT OF TANGENT ADA AMERICANS WITH DISABILITIES ACT FDC FIRE DEPARTMENT CONNECTION PVC POLY VINYL CHLORIDE .ALIGN ALIGNMENT FL FLANGE JOINT PVT POINT OF VERTICAL TANGENT APPROX APPROXIMATELY FOC FACE OF CURB PVI POINT OF VERTICAL INTERSECTION AP ANGLE POINT FOMF FACE OF MEDIAN FLOWLINE R RADIUS ATB ASPHALT TREATED BASE FOW FACE OF WALL REF REFERENCE AVE AVENUE FT FEET RET RETAINING BAT BUSINESS ACCESS, TRANSIT FH FIRE HYDRANT RJ RESTRAINED JOINT BLDG BUILDING H HEIGHT ROW RIGHT OF WAY BOW BACK OF WALL H HORIZONTAL RP RADIUS POINT BVCE BEGINNING OF VERTICAL CURVE ELEVATION HH HANDHOLE RPM RAISED PAVEMENT MARKER BVCS BEGINNING OF VERTICAL CURVE STATION HMA HOT MIX ASPHALT RT, R RIGHT CB CATCH BASIN HORIZ HORIZONTAL S SLOPE CDF CONTROLLED DENSITY FILL ID INSIDE DIAMETER S SOUTH CF CUBIC FEET INTX INTERSECTION S SEWER CI CAST IRON IE,INV INVERT ELEVATION SCH SCHEDULE CIP CAST IN PLACE JUT JOINT UTILITY TRENCH SD STORM DRAIN 0 CENTRAL ANGLE L CURVE LENGTH SDMH STORM DRAIN MANHOLE CL C,LASS LF LINEAR FEET SDP STORM DRAIN PIPE CENTERLINE LP LOW POINT SE SOUTHEAST CL CENTERLINE LT, L LEFT SF SQUARE FEET CNTRL CENTRAL LUM LUMINAIRE SHT SHEET CMP CORRUGATED METAL PIPE LW LANE WIDTH SSMH STORM SEWER MANHOLE CO CLEANOUT MAX MAXIMUM STA STATION C„M COMMUNICATION MIN MINIMUM STD STANDARD COR CITY OF RENTON MH MANHOLE STRM STORM CONC CONCRETE MIC CASE MONUMENT IN CASE SW SOUTHWEST CONSTR CONSTRUCTION MJ MECHANICAL JOINT SY SQUARE YARDS CONTR CONTRACTOR N NORTHING T TANGENT CPEP CORRUGATED POLYETHYLENE PIPE NAD NORTH AMERICAN DATUM TCE TEMPORARY CONSTRUCTION EASEMENT CSBC CRUSHED SURFACING BASE COURSE NAVD NORTH AMERICAN VERTICAL DATUM TEL,TELE TELECOMMUNICATIONS CSTC CRUSHED SURFACING TOP COURSE N. A. NOT APPLICABLE TFOG TOP FACE OF GUTTER DESC DESCRIPTION NE NORTHEAST TWL TL TWO-WAY LEFT TURN LANE D DRIVEWAY NO NUMBER TYP TYPICAL DI DUCTILE IRON NTS NOT TO SCALE UDGD UNDERGROUND DIP DUCTILE IRON PIPE NW NORTHWEST UNK UNKNOWN DIA, 0 DIAMETER OC ON CENTER VC VERTICAL CURVE DW DRIVEWAY OD OUTSIDE DIAMETER VERT, V VERTICAL DWG DRAWING OH OVERHEAD VLT VAULT E EASTING PT, PNT POINT W WEST E EXISTING PC POINT OF CURVE_ WAT WATER EJ EXPANSION JOINT PCC POINT OF COMPOUND CURVE WSDOT WASHINGTON STATE ELEV ELEVATION PCCP PORTLAND CEMENT CONCRETE PAVEMENT DEPARTMENT OF TRANSPORTATION EOP EDGE OF PAVEMENT PI POINT OF INTERSECTION WSL WATER SURFACE LEVEL ,.L_ LtaL < END OF VERTICAL CURVE ELEVATION YR YEAR EVCS END OF VERTICAL CURVE STATION ' f NUMBER i REVISION DESCRIPTION BY I APP- I DATE GIA RFL 0 11-14-111 SURVEYED: KPG DRAWN BY: JLF DATUM HORIZONTAL DATUM CITY OF RENTON HORIZONTAL DATUM (NAD 83/91), WASHINGTON STATE PLANE, NORTH ZONE. COMBINED SCALE FACTOR = 1.000005 POINT ID: 892 DESIGNATION: BRYN N. 178757.19 E. 1300526.50 DESCRIPTION: WSDOT BRASS DISK SET INTO AND LEVEL WITH EXISTING CONCRETE SIDEWALK. MARK IS APPROXIMATELY 60.0 METERS NORTH OF SOUTH 2ND STREET AND BURNETT AVE SOUTH. POINT ID: 124 DESIGNATION: GP17167-29 N. 173646.54 E. 1297950.89 DESCRIPTION: WSD01 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. POINT ID: CITY OF RENTON #884 (KPG #78) N. 'I78653.29 E. 1298240.69 DESCRIPTION: MONUMENT IN CASE AT THE INTX OF SOUTH 2ND STREET AND RAINIER AVENUE SOUTH. POINT ID: CITY OF RENTON #1140 (KPG#86) N. 178048.56 E. 1299195.49 DESCRIPTION: MONUMENT IN CASE AT THE INTX OF SOUTH 3RD STREET AND SHATTUCK AVENUE SOUTH. POINT ID: CITY OF RENTON #1898 (KPG #260) N. 176367.42 E. 1299156.63 DESCRIPTION: MONUMENT IN CASE AT THE INTX OF SOUTH 6TH STREET AND SHATTUCK AVENUE SOUTH. VERTICAL DATUM CITY OF RENTON VERTICAL DATUM (NAVD 88). POINT ID: RENT1920 ELEV. 27.86' DESCRIPTION: BRASS DISK SET IN DRILL HOLE IN SIDEWALK STAMPED "KING COUNTY EN-61 1973." AT BUILDING #604 RAINIER AVENUE SOUTH ON THE WEST SIDE OF THE STREET AT THE NORTH SIDE OF THE DRIVEWAY. POINT ID: WSDOT MONUMENT 124 DESIGNATION: GP17167-29 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. KPG DESIGN BY: JLF 753 9th Avenue N 2502 Jefferson Avenue CHECK BY: NJD Seattle, WA 98109 Tacoma. WA 98402 (206) 286-1640 (253) 627-0720 PROJ MGR: JF www,kpg com FILE: 0655DNDX01.dwg DOCUMENTS NOTES 1. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL_ DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. 2. CONTOUR INTERVAL = 1 FOOT. 3. FIELD SURVEY: KPG, JUNE/JULY 2006 AND OCTOBER/NOVEMBER 2007. HORIZONTAL AND VERTICAL PROJECT CONTROL POINTS CNTRL PNT # STATION OFFSET ELEVATIONi NORTHING� EASTI C DESCRIPTION 51 34+49.21 53.86' LT 24.83 176937.92 1298601,91- PK/WASHER 52 3 6 + 7 7.81 39.16' RT 28.56 177184.33 1298621.05 SCRIBED X 58 49+96.09 47.16' LT 32.79 178118.32 1298192.18 SETPK 60 52+89.08 45.21' RT 42.70 178717.04 1298284.10 SCRIBED X 63 52+95.32 37.93' LT 42.13 178728.61 1298201.53 PK/WASHER 65 45+81.15 43.09' RT 32.32 178035.07 1298313.37 SCRIBED X 137 51+99.77 40.52' LT 39.91 178633.43 1298192.80 PK/WASHER 210 30+78.77 2.06' RT 22.43 176601.73 1298767.28 SETPK 215 23+28.96 52.06' RT 27.01 175910.03 1298541.44 FNDPK 216 20+84.71 49.83' RT 25.59 175728.54 1298377.96 SETPK 217 18+24.15 46.67' LT 25.78 175593.09 1298132.74 SETPK 218 245+88.57 70.61' LT 25.68 175962.61 1298039.24 SETPK 219 12+32.69 38.34' LT 29.22 175014.59 1297947.32 SETPK 220 10+32.42 47.81' LT 28.90 174814.54 1297933.89 SETPK 225 _ 28+10.80 51.57' RT 27.87 176324.17 1298822.62 KING CO BM 233 11 +99.71 120.62' RT 28.28 174978.1 1298105.60 SETPK 234 10+65.00 48.61' RT 28.71 174845.20 _1 1298030.93 SETPK � 238 14+32.88 62.88 LT 2.5.36 175225.98 1 .297945.4�_ I SETPK }'- CITY OF RENTON rl1 Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ABBREVIATIONS & SURVEY CONTROL. T=343003 DRAWING NO. 3 PROJECT NO. TED403430 FED AID NO. -CM016 (048) DATE: NOV 2011 SHEET NO. 3 CF 304