The URL can be used to link to this page

Home My WebLink AboutR-361455LEGEND EXISTING PROPOSED &MIC MONUMENT IN CASE ,PK PK NAIL /TK Q OLD LEAD AND TACK o C REBAR & CAP El CATCH BASIN O STORM DRAIN MANHOLE C SEWER MANHOLE ? POWER POLE JC POWER POLE W/UNDERGROUND CONNECT H POWER VAULT LID IJI POWER TRANSFORMER C'P.. POWER METER PVI GUY ANCHOR PAINTED GAS TELEPHONE VAULT LID I-. L TELEPHONE RISER zr„K TV RISER STORM UTILITY CABINET "K UTILITY RISER '!F " MONITORING WELL w GAS VALVE sccc STORM DRAIN CLEANOUT x WATER VALVE Sa FIRE HYDRANT dcY IRRIGATION CONTROL VALVE 0 LUMINAIRE RAISED - BUTTON SOLID STRIPE YARD LIGHT CEMENT CONCRETE TRAFFIC SIGNAL C TRAFFIC SIGNAL WITH LUMINAIRE CONCRETE CURB PEDESTRIAN SIGNAL DECORATIVE STAMPED CONCRETE JUNCTION BOX ABBREVIATIONS EXISTING M r1 \_J v DT2 -P - w >H SD _s TV 1:....:..._._ ........ <...__:._. AC CHLK, W/C D/W ,. ACP PROPOSED EXIST TRAFFIC CONTROL CABINET ■ CATCH BASIN TYPE 1 TRAFFIC ATTENUATOR LOOP Q CATCH BASIN TYPE 2 SIGN •DS DOWNSPOUT CONNECTION SHRUB 0 SEWER MANHOLE GRASS t FIRE HYDRANT DECIDUOUS TREE, DIAMETER IN INCHES 0 WATER METER PAINTED POWER H WATER VALVE PAINTED TELEPHONE BUSINESS ACCESS, TRANSIT BUTTERFLY VALVE PAINTED WATER PVI COUPLING PAINTED GAS BACK OF WALL THRUST BLOCK OVERHEAD UTILITY ► REDUCER STORM CATCH BASIN SIGN SEWER W WATER LINE PAINTED TELEVISION S SEWER LINE FENCE SD STORM DRAIN LINE, WITH DIRECTION OF FLOW GUARDRAIL 0 HMA CL Yz" PG 64 -22 FOR OVERLAY PAINTED STRIPE 0 HMA CL PG 64 -22 FOR NEW PAVEMENT RAISED - BUTTON SOLID STRIPE 0 CEMENT CONCRETE CURB & GUTTER W /GUTTER PAN RPMS DETECTABLE WARNING PATTERN CONCRETE CURB CAST IRON DECORATIVE STAMPED CONCRETE EXTRUDED CURB BARK MULCH EDGE OF PAVEMENT -II III -11x11 TOPSOIL TYPE A ROW CENTERLINE RT CSBC A CENTRAL ANGLE LP RIGHT OF WAY R/W SUBGRADE CONCRETE ® TREE GRATE ASPHALT ® BUS STOP PAD CHAINUNK r LEVEL SLOPE WHEELCHAIR RAMP J SLOPE INDICATOR DRIVEWAY HAND RAIL ® RETAINING WALL Ii CENTERLINE PAVEMENT GRIND LIMITS 10 11 SQUARE FEET I I CONSTRUCTION CENTERLINE ACP ASPHALT CONCRETE PAVEMENT EXIST EXISTING PRC POINT OF REVERSE CURVE ADA AMERICANS WITH DISABILITIES ACT FL FLANGE JOINT PT POINT OF TANGENT AP ANGLE POINT FOC FACE OF CURB PVC POLY VINYL CHLORIDE ATB ASPHALT TREATED BASE FOW FACE OF WALL PVT POINT OF VERTICAL TANGENT BAT BUSINESS ACCESS, TRANSIT HH HANDHOLE PVI POINT OF VERTICAL INTERSECTION BOW BACK OF WALL HMA HOT MIX ASPHALT R RADIUS CB CATCH BASIN HORIZ HORIZONTAL RJ RESTRAINED JOINT CDF CONTROLLED DENSITY FILL ID INSIDE DIAMETER RP RADIUS POINT CF CUBIC FEET IE INVERT ELEVATION PK 185613.88 1302380.15 28.90' LEGEND, ABBREVIATIONS & SURVEY DATA DATE: FEB 2012 RPMS RAISED PAVEMENT MARKERS CI CAST IRON L CURVE LENGTH CIP CAST IN PLACE LF LINEAR FEET RT RIGHT A CENTRAL ANGLE LP LOW POINT R/W RIGHT -OF -WAY BY APP. DATE S SLOPE CL CLASS LT LEFT SDP STORM DRAIN PIPE Ii CENTERLINE LW LANE WIDTH SF SQUARE FEET CL CENTERLINE MAX MAXIMUM STA STATION CMP CORRUGATED METAL PIPE MIN MINIMUM STD STANDARD CO CLEANOUT MH MANHOLE SY SQUARE YARDS CDR CITY OF RENTON MIC MONUMENT IN CASE T TANGENT CONC CONCRETE MJ MECHANICAL JOINT TESC TEMPORARY EROSION & SEDIMENT CONTROL CSBC CRUSHED SURFACING BASE COURSE N NORTHING TWLTL TWO -WAY LEFT TURN LANE CSTC CRUSHED SURFACING TOP COURSE NO NUMBER TOC TOP OF CURB DI DUCTILE IRON NTS NOT TO SCALE TYP TYPICAL DIA, 0 DIAMETER OC ON CENTER VERT VERTICAL DW DRIVEWAY OD OUTSIDE DIAMETER VLT VAULT E EASTING OH OVERHEAD WSDOT WASHINGTON STATE EJ EXPANSION JOINT PC POINT OF CURVE DEPARTMENT OF TRANSPORTATION ELEV ELEVATION PCC POINT OF COMPOUND CURVE WSL WATER SURFACE LEVEL EDP EDGE OF PAVEMENT PCCP PORTLAND CEMENT CONCRETE PAVEMENT YR YEAR EQ EQUAL PI POINT OF INTERSECTION NOTES 1. THE LOCATIONS 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. WHERE NO LINEWORK EXISTS BETWEEN UTILITY FEATURES, OR WHERE UTILITY LINEWORK ENDS ABRUPTLY IN THE DRAWING, THE UTILITY IN QUESTION HAS BEEN DEEMED "UNLOCATABLE" IN THE FIELD. 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. FIELD SURVEY: KPG, INC. - APRIL 2009. 3. CONTOUR INTERVAL = 1 FOOT. 4. THE STORM DRAIN AND SEWER STRUCTURES SHOWN REFLECT THE CENTER OF THE RIM. STORM DRAIN AND SEWER LINES SHOWN ARE FROM CENTER OF RIM TO CENTER OF RIM. DATUM HORIZONTAL DATUM NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, PROJECT SCALE FACTOR = 0.99999859. HELD THE FOLLOWING WSDOT CONTROL POINTS: MON ID 5374 N. 181610.80 E. 1300588.29 RAILROAD SPIKE IN PAVED SURFACE. MON ID 5120 N. 186213.59 E. 1303561.78 BRASS DISK IN CONCRETE SURFACE. VERTICAL DATUM BASED ON KING COUNTY (NAVD88) POINT ID 6175: ELEV = 30.43 (US FEET). LOCATED AT THE NORTHWEST ANGLE OF THE INTERSECTION OF LAKE WASHINGTON BLVD N AND LOGAN AVE N/N PARK DR. THE MARK IS A CHISELED SQUARE IN THE CONCRETE BASE OF THE TRAFFIC SIGNAL SURVEY CONTROL POINTS POINT NUMBER DESCRIPTION NORTHING EASTING ELEVATION 1 PK 184680.14 1302392.20 31.79' 3 PK 185744.40 1302385.31 31.15' 4 PK 185385.13 1302515.59 29.01' 5 PK 185154.62 1302590.59 28.82' 6 PK 184836.67 1302712.92 30.67' 7 PK 185907.51 1302526.96 44.24' 8 PK 185494.61 1302157.38 30.05' 9 PK 185172.56 1301905.49 27.81' 10 PK 185306.36 1302069.79 28.50' 11 PK 185613.88 1302380.15 28.90' NOTE: SEE SITE PREPARATION & TESC PLANS FOR SURVEY CONTROL POINT LOCATIONS R- 361455 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 1 0 C rtctnarU IV VVIVf VIRM IV 1,VnJIKU6IIUI4 KLUVKUD. KU KCVIJVNK cn VD FIJI U/ LVI% eMt Tso� �c. _ o SURVEYED: KPG DRAWN BY: HJT DESIGN BY: HJT CHECK BY: NJ D 7539N Ave N 2502 Jefferson Sealde,WA98109 Tacoma, WA9,Ave d =o II w 96 CITY OF RENTON nIL Public Works Department SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS �] DRAWING NO. Z PROJECT NO. 11156 FED AID NO. � THIS SHEET. m z RECORD DRAWINGS ? 5506 �`Y ;k ,TFaNGl? PROJ MGR: NJD 12os123rr1sao 12531s2T -072a PREPARED BY KPG, ,JULY 2014 APPROVED FOR CONSTRUCTION LEGEND, ABBREVIATIONS & SURVEY DATA DATE: FEB 2012 p NAL 0A� FILE: 08046NDXOi.dwg NN1Y Wm BASED ON CONSTRUCTION RECORDS BY: DATE: SHEET NO. 2 OF 53 NUMBER REVISION DESCRIPTION BY APP. DATE 1 0 C cn 6 � i■■i z �a0 4" ^0 V 0 0 d =o II w _ m 3 o � 3 m z