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Home My WebLink AboutTED4001825.2i Z O Q U LL Z w 0 Q z Q � � w Z O a 00 GENERAL NOTES ALL ELEVATIONS ON THE BRIDGE PLANS ARE BASED UPON WSDOT DATUM. ALL OTHER ELEVATIONS ARE BASED UPON THE CITY OF RENTON DATUM. 2. ALL ROADWAY AND GRADING ELEVATIONS ARE TO FINISH GRADE UNLESS OTHERWISE_ INDICATED. 3. ALL DIMENSIONS ARE TO THE FACE OF CURB OR FACE OF CONCRETE BARRIER, UNLESS OTHERWISE INDICATED. i SECTION (LETTER) OR ON DRAWING WHERE SECTION DETAIL (NUMERAL) OR DETAIL IS TAKEN: DESIGNATION A SHEET NUMBER WHERE SHOWN 21 I SHEET NUMBER ON DRAWING WHERE SECTION (REPLACED WITH A LINE OR DETAIL IS SHOWN: IF TAKEN AND SHOWN ON SAME SHEET) SHEET NUMBER S WHERE TAKEN DETAIL. AND SECTION DESIGNATION i DESIGN DETAIL DESIGNATION (NUMERAL) 32, SHOWN ON STRUCTURAL DESIGN .DETAIL DRAWIN aS DESIGN DETAIL DESIGNATION SURVEY CONTROL (SUPPLIED BY TARGET SURVEYORS, INC.) BENCHMARKS TBM #570-11 A (ELEV 17.82) RR SPIKE 1.5' UP IN THE SOUTH FACE OF TELEPHONE POLE #1212 STA 39+10 RT (SW 16TH STREET �) BM #570-11 B (ELEV 18.58) SET CHISELED SQUARE ON TOP OF THE SW CORNER OF THE WEST END OF THE CONCRETE CURBING AT THE NW CORNER OF THE BRIDGE. STA 10+50 LT (SW 16TH STREET f BM #570-41 (ELEV 15.17) CHISELED SQUARE AT THE NE CORNER ON THE CONCRETE SLAB AT THE SHIPPING ENTRANCE TO SUITE #7. STA 11+70 RT (OAKESDALE AVENUE BM #570-12 (ELEV 22.28) MARKED FELT TIP SQUARE ON UNDERSIDE OF BRIDGE DECK AT THE SE CORNER OF THE CONCRETE PILE CAP. STA 146+20 RT (1-405 q) BM #570-13 (ELEV 18.03) SET 8" SPIKE NAIL 1' UP IN THE NW SIDE OF A 20" DIAMETER DOUBLE COTTONWOOD TREE. STA 86+00 LT (SW GRADY WAY C FILE: OAKLEGD SYS. ID. 154 TNT 10-8-87 LEGEND CONTOURS -PROPOSED -EXISTING ___ 7 6 TEST HOLE & NUMBER s 3-7 FENCE X THRUST BLOCK (0 POWER POLE -0- CENTERLINE _ CURB & GUTTER CLEANOUT WATER METER p WM MANHOLE O CATCHBASIN ❑ CB WATER LINE W SANITARY" SEWER LINE S STORM DRAIN LINE SD GAS LINE G CONSTRUCTION LIMITS — — CONCRETE ° SIGN _ " DATUM NGVD OF 1929 AS ESTABLISHED BY THE CITY OF RENTON. RENTON ELEVATION 23.00 = WSDOT ELEVATION 23.17 MERIDIAN BASED ON COORDINATES AND BEARINGS SHOWN ON GRADY WAY AS PER USDA SOIL CONSERVATION SERVICE MAP #LR-ESGR-1. BAR IS ONE INCH ON ORIGINAL DRAWING. 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. ABBREVIATIONS ACP ASPHALT CONCRETE PAVEMENT PAVEMENT AP ANGLE POINT APPROX APPROXIMATE ® AT k BASELINE BO BLOW OFF CB CATCH BASIN CG CENTER OF GRAVITY CI CAST IRON CIP CAST -IN -PLACE CLR CLEARANCE q CENTERLINE CTR CENTER CONIC CONCRETE CONN CONNECTION CONT CONTINUOUS CSTC CRUSHED SURFACING TOP COURSE DI DUCTILE IRON DIA DIAMETER E EAST EL ELEVATION ELEV ELEVATION EP EDGE OF PAVEMENT EQ EQUAL EW EACH WAY EXIST EXISTING EXP EXPANSION E FLOWLINE FL FLANGE FTG FOOTING GALV GALVANIZED GE GRATE ELEVATION GR GROUND GV GATE VALVE HT HEIGHT HORIZ HORIZONTAL HYD HYDRANT ID INSIDE DIAMETER IE INVERT ELEVATION INTX INTERSECTION JT JOINT LF LINEAL FEET LMC LATEX MODIFIED CONCRETE LP LIGHT POLE LT LEFT MFR MANUFACTURER MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT FOR ELECTRICAL LEGEND, SEE SHEET 25. N NORTH NO. NUMBER NRS NON -RISING STEM N TS NOT TO SCALE OC ON CENTER OPNG OPENING PERCENT PCC POINT OF COMPOUND CURVE PCR POINT OF CURB RETURN PCSP PRECAST CONCRETE SEWER PIPE PI POINT OF INTERSECTION (HORIZ) POC POINT OF CURVE PRC POINT OF REVERSE CURVATURE PT POINT OF TANGENT PVMT PAVEMENT PVC POLYVINYL -CHLORIDE R RADIUS REINF REINFORCED REQD REQUIRED RET RETAINING RR RAILROAD RT RIGHT S SOUTH SAN SANITARY SEWER SCH SCHEDULE SD STORM DRAIN SF SQUARE FOOT SHT SHEET SLIP SIGNAL LIGHT POLE SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE SST STAINLESS STEEL STA STATION STD STANDARD SY SQUARE YARDS TBM TEMPORARY BENCHMARK TE TOP ELEVATION TEMP TEMPORARY TOC TOP OF CURB TYP TYPICAL VC VERTICAL CURVE VERT VERTICAL VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY W WATER W WEST W/ WITH _4 S BUILT ons 1 .35114 RECORD DRAWINGS P Revisions Drawn by k% . S PAIPL/N�a Date_— ~� C I Y [2 P, O F RENTON THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON 1 ° THE BASIS OF INFORMATION COMPILED BY OTHERS. THEY ARE DEPARTMENT O F PLIBL IC WORKS A NOT INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATION, TYPE OF ENGINEER WI PONENT NOR RESPONSIBLEMAEROF CONSTRUCTIR ANON. THE LEGEND AND GENERAL T LES $ OR rc� OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE _ aE �N RECORD DRAWINGS. OAKESDALE AVENUE SW DESIGNED_ _ TNT_ --------- - - _ DATE- MAK.2,I'Ot3 FILE NO._ DRAWN__5d. � _ _ - pp / //� p SCALE FIELD BOOK PAGE_ a RECORD DP -A VING MGS Co- I5- 89 CHECKED i<s C.�f�Vl HI LL _ �f NO. REVISION BY APPR. DATE APPROVED ( 1 ' r - SHEET 2 OF_ 35 DIPCT 3R OF PUBLI40 WORKS 0)" 2— l a ANNEID PAR 2 6 ZW3