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Home My WebLink AboutR-397702L LI a z 0 Ld 0 M u.i a z J u_ r 'Q LINETYPES: — ------------------------------ BUILDING LINE (EXISTING) CREEK/DITCH CENTERLINE (EX) CURB/PAVEMENT/SIDEWALK (EX) CONSTRUCTION ACCESS ROAD (PROPOSED) OPTIONAL CONSTRUCTION ACCESS ROAD (PROPOSED) EXISTING e SYMBOLS: PROPOSED FENCE (EXISTING) H x x x TEMPORARY FENCE (PROPOSED) Z W ❑ ❑ ❑ ❑ ❑ SILT FENCE (PROPOSED) W C 0 C O CHAIN LINK FENCE (PROPOSED) > O n n n In In n n n n GUARDRAIL (PROPOSED) ORDINARY HIGH WATER MARK LEI "/ "/ "/ "' MARSH/SWAMP PERIMETER (EXISTING) OCENTERLINE 13 0 — — CENTERLINE (PROPOSED) T ------------------------------- CONTOUR (EXISTING) �� A __ _n CONTOUR (INDEX) O CO CONTOUR (PROPOSED) d' EASEMENT (PERMANENT) PROPERTY LINE (EXISTING) M W RIGHT—OF—WAY (EXISTING) N El Z — — — — — — — — — — — — — — - JACKING PIT LIMITS (PROPOSED) >-----< / SAWCUT LINE (PROPOSED) �° _ _ CABLE TELEVISION (AERIAL) r_y.z_ mzm�vn, Gn. CABLE TELEVISION (BURIED) FM FORCE MAIN G GAS — — P -- POWER (AERIAL) P POWER (BURIED) S SANITARY SEWER D STORM DRAINAGE LID UNDER DRAIN T .G —� TELEPHONE (AERIAL) T TELEPHONE (BURIED) FO FIBER OPTIC (BURIED) W WATER PROPOSED UTILITY ALES & t, OF WAS�I� r W CALL 48 HOURS .i 33 TEBEFORE YOU DIG T 1z�9 '� SIONAL ', A 1-800-424-5555 REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATE: 1 /3/14 BYL ECS TIB # 8-1-102(033)-1 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 95374 T.253.604.6600 F.253.604.6799 www.parametrix.com DESCRIPTION EMBANKMENT &VIA ZiF� ROCKERY TREE (CONIFER) TREE (DECIDUOUS) SIGN YARD LIGHT GAS METER GAS VALVE POWER VAULT UTILITY POLE UTILITY POLE ANCHOR TELEPHONE RISER TELEPHONE VAULT ANGLE POINT BLOCK CORNER MONUMENT (SURFACE) SURVEY CONTROL POINT SANITARY SEWER CLEAN OUT SANITARY SEWER MANHOLE STORM DRAIN CATCH BASIN STORM DRAIN CULVERT STORM DRAIN MANHOLE CAP/PLUG COUPLING REDUCER THRUST BLOCK WATER METER HYDRANT AIR RELIEF GATE/GENERAL PLUG VALVE TEE BEND BORE ABBREVIATIONS: AC ASPHALT CONCRETE AP ANGLE POINT APPROX APPROXIMATELY ARV AIR RELIEF VALVE BNSF BURLINGTON NORTHERN SAATE FE BOT BOTTOM BOW BACK OF WALK CENTER LINE CCES CASCADE CASING END SPACER CDF CONTROLLED DENSITY FILL CLR CLEARANCE CONIC CONCRETE CONN CONNECTION CONST CONSTRUCTION COR CITY OF RENTON CPEP CORRUGATED POLYETHYLENE PIPE CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE DET DETAIL DIP DUCTILE IRON PIPE DIA DIAMETER DR DIMENSION RATIO DWG DRAWING E EAST, EASTING EA EACH EL ELEVATION EQ EQUAL EST ESTIMATED EOP EDGE OF PAVEMENT EX EXISTING FL FLOW LINE FO FIBER-OPTIC FOW FRONT OF WALK FT FOOT G GAS GALV GALVANIZED GND GROUND HDPE HIGH DENSITY POLYETHYLENE HMA HOT MIX ASPHALT HORIZ HORIZONTAL HP HIGH PRESSURE HT HEIGHT ID INSIDE DIAMETER IE INVERT ELEVATION K.C. KING COUNTY KCWD KING COUNTY WATER DISTRICT NO. 90 L, LT LEFT LTC LICENSE TO CONSTRUCT EASEMENT MAX MAXIMUM MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT N NORTH, NORTHING NOM NOMINAL NST NO STEEPER THAN OC ON CENTER OD OUTSIDE DIAMETER PAV'T PAVEMENT PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PLCS PLACES PSI POUNDS PER SQUARE INCH PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE RAD RADIUS RD ROAD RELOC RELOCATE REQ'D REQUIRED ROW, R/W RIGHT OF WAY R, RT RIGHT RSD RENTON SCHOOL DISTRICT S SLOPE, SOUTH SD STORM DRAIN SDR STANDARD DIMENSION RATIO SMFO SINGLE MODE FIBER-OPTIC SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE STA STATI O N STD STANDARD STL STEEL TCE TEMPORARY CONSTRUCTION EASEMENT TEMP TEMPORARY THK THICK TYP TYPICAL U/G UNDERGROUND USPS SUNITED STATE POSTAL SERVICE VERT VERTICAL W WATER, WEST W/ WITH THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. SURVEYED: SCALE: DATE: - ��y VERTICAL NAVD 19� NE 3rd / 4th CORRIDOR IMPROVEMENTS / / DESIGNED: AS SHOWN HORIZONTAL• NAD 1983/1991 CITY OF 8 8 12 PHASE 1 INTERSECTION IMPROVEMENTS AELDBOOK. DRAWN: C. SC"OTT RENTON V. RUBASHKA ONE INCH Planning/Building/Public Works De t. DRAWING NO: 1 RECORD DRAWINGS ECS 1 3 14 CHECKED: I I DATUMP LEGEND AND ABBREVIATIONS LA I AT FULL SCALE Approved or Construction IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF: Robert M. Hanson P.E. Date 02 43 wommmmP.3L�