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Home My WebLink AboutTED4003450.24LEGEND ROADWAY CENTERLINE PROPERTY / LOT LINE RIGHT—OF—WAY BOUNDARY LINE EASEMENT LINE BUILDING SETBACK LINE ROLLED CURB AND GUTTER VERTICAL CURB AND GUTTER AERIAL CONTOUR CONTOUR SPOT ELEVATION WETLAND WITH BUFFER STREAM WITH BUFFER TOP OF SLOPE PROPOSED SIDEWALK PROPOSED S.D. DITCH PROPOSED GRASSCRETE CATCH BASIN TYPE 1 W/GRATE CATCH BASIN TYPE 1 W/SOLID LID CATCH BASIN TYPE 2 W/GRATE CATCH BASIN TYPE 2 W/SOLID LID STORM DRAIN CLEANOUT YARD DRAIN SD SERVICE 6" CPEP WITH INVERT @ END OF PIPE ROOF LEVEL SPREADER STORM DRAIN PIPE UNREINFORCED ROCKERY GEOGRID REINFORCED ROCKERY BLOCK WALL SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER CAP SANITARY SEWER PIPE SANITARY SEWER FORCE MAIN 6" DIA DOUBLE SANITARY SIDE SEWER 0+33 (STATION ALONG MAINLINE) 21 L.F. (STUB LENGTH FROM MAIN TO CLEANOUT) 866.0 (I.E. AT CLEANOUT) 6" DIA SINGLE SANITARY SIDE SEWER 0+33 (STATION ALONG MAINLINE) 21 L.F. (STUB LENGTH FROM MAIN TO CLEANOUT) 866.0 (I.E. AT CLEANOUT) FIRE HYDRANT (3 PORT) FIRE HYDRANT (2 PORT) GATE VALVE BUTTERFLY VALVE CONCRETE BLOCKING WATER CAP DOMESTIC / IRRIGATION METER BLOWOFF ASSEMBLY AIR —VAC ASSEMBLY REDUCER DETECTOR CHECK VALVE CROSS TEE 90' BEND WATER PIPE GUARD POST (BOLLARD) CD COUPLING o= , W TOWER J a� TRANSFORMER PAD m m ° TELE. RISER j a 0 o � I\ O 0 i N � m a O N a Cal 2 Working Days Before You Dig i� 1-800-424-5555 LS Utilities Underground Location Center (ID,Mr,ND,OR,WA) EXISTING CHECKED FOR COMPLIANCE TO CITY STANDARDS -1 mi, me I F •: mi't PROPOSED ANCHOR POWER POLE ------- STREET LIGHT POWER VAULT TELE. VAULT ----------------- FENCE SIGN MAILBOX BARRICADE 812 TELE. MANHOLE GAS VALVE 1 x82 GAS METER JOINT UTILITY TRENCH T.E.S.C.P. 0+33 21 L. F. 866.0 0+33 21 L. F. 866.0 H v r-, 1 Z. "Ol I • C\/IC`TIAIr% m CUT OFF SWALE BASIN BOUNDARY • — — CLEARING LIMITS N.G.P.E. FENCE -x x FILTER FENCE STORMWATER CONVEYANCE CHANNEL (SCC) DSO -\.► —► - INTERCEPTOR DIKE/SWALE EXISTING CONTOUR —826— PROPOSED CONTOUR ( f WETLAND BOUNDARY AND BUFFER ® PROPOSED STORM DRAINAGE 0 CONSTRUCTION ENTRANCE ROCK CHECK DAM SEDIMENT BARRIER ® STRAW BALE 000 °0 ° GRAVEL CONE 00 0 RIP RAP PAD ■ FOUND HUB AND TACK 0 SET HUB AND TACK • FOUND REBAR AND CAP 0 SET REBAR AND CAP FOUND PK—DRILL HOLE SET PK—DRILL HOLE CALC CLOSING CORNER FOUND CLOSING CORNER 11111111111111-0Mc FOUND MEANDER CORNER C°Mc CALC MEANDER CORNER ® PROPOSED MONUMENT IN CASE 9 FOUND MONUMENT IN CASE PROPOSED SURFACE MONUMENT ® FOUND SURFACE MONUMENT CALC SECTION CORNER FOUND SECTION CORNER ►O� FOUND QUARTER CORNER CALC QUARTER CORNER OCENTER SECTION TAX LOT FOUND TEMPORARY BENCHMARK • We FOUND WITNESS CORNER ° We CALC WITNESS CORNER ABBREVIATIONS PROPOSED AVE AVENUE INV INVERT AC ASBESTOS CEMENT PIPE L LENGTH ADJ ADJACENT LB POUNDS ALUM ALUMINUM LF LINEAR FEET ANSI AMERICAN NATIONAL STANDARDS INSTITUTE MAX MAXIMUM AP ANGLE POINT MFR MANUFACTURER ASPH ASPHALT MH MANHOLE ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MIN MINIMUM • ASSY ASSEMBLY MJ MECHANICAL JOINT 0 BSBL BUILDING SET BACK LINE MISC MISCELLANEOUS BF BLIND FLANGE N NORTH BLDG BUILDING NO NUMBER BLK BLOCK NTS NOT TO SCALE BO BLOW OFF OC ON CENTER TRAFFIC BVC BEGIN VERTICAL CURVE OD OUTSIDE DIAMETER T► STRAIGHT/RIGHT TURN ARROW BW BOTTOM OF WALL OHW ORDINARY HIGH WATER CTR CENTER PI POINT OF INTERSECTION oil ONLY CB CATCH BASIN PP POWER POLE HANDICAP PARKING Cl CAST IRON PVI POINT OF VERTICAL INTERSECTION CL CENTERLINE PE PLAIN END LEFT TURN ARROW CLR CLEAR PERF PERFORATED RIGHT TURN ARROW CMP CORRUGATED METAL PIPE PVC POLYVINYL CHLORIDE COO BIKE LANE CO CLEANOUT PVMT PAVEMENT CONC CONCRETE PVT POINT OF VERTICAL TANGENCY STOP BAR C CONDUIT PC POINT OF CURVATURE CONN CONNECTION PT POINT OF TANGENCY CONTR CONTRACTOR QTY QUANTITY CONT CONTINUED RET RETAINING CY CUBIC YARDS RR RAILROAD CL CLASS R RADIUS CF CUBIC FEET RCP REINFORCED CONCRETE PIPE CFS CUBIC FEET PER SECOND RED REDUCER DC DEGREE OF CURVATURE REINF REINFORCED DI DUCTILE IRON REQ REQUIRED ALDER DIA or 0 DIAMETER R/W RIGHT OF WAY DOT DEPARTMENT OF TRANSPORTATION RP REAR YARD FINISHED PAD CEDAR DIM DIMENSION S SLOPE COTTONWOOD DWGS DRAWINGS S SOUTH D DRAIN SCH SCHEDULE POPLAR EOP EDGE OF PAVEMENT SD STORM DRAIN APPLE E EAST SDCO STORM DRAIN CLEANOUT ELEV or EL ELEVATION SDMH STORM DRAIN MANHOLE FIR ELEC ELECTRICAL SF SQUARE FEET WILLOW EVC END VERTICAL CURVE SHT SHEET SPRUCE EXIST EXISTING SPECS SPECIFICATIONS FF FINISHED FLOOR SQ SQUARE MADRONA FIG FIGURE SSCO SANITARY SEWER CLEANOUT OAK FIN FINISHED STA STATION HEMLOCK FL FLOWLINE STD STANDARD MAPLE FL FLANGE TIC TOP OF CURB FP FINISHED PAD TEL TELEPHONE PINE FT FEET THIRD THREADED L ARC LENGTH FM FORCE MAIN THRU THROUGH GA GAUGE TYP TYPICAL 0 DELTA GALV GALVANIZED TOP TOP OF WALL (R) RADIAL BEARING < > GI GALVANIZED IRON TOE TOE OF WALL (NR) NON —RADIAL BEARING GP GARAGE FINISHED PAD VERT VERTICAL GV GATE VALVE W WEST S.S.E. SANITARY SEWER EASEMENT ID INSIDE DIAMETER W/ WITH P.S.D.E. PRIVATE STORM DRAINAGE EASEMENT HDPE HIGH DENSITY POLYETHYLENE W/o WITHOUT IE or I.E. INVERT ELEVATION YD YARD DRAIN FF ELEVATION OF MINIMUM BASEMENT FINISH FLOOR S.D.E. STORM DRAINAGE EASEMENT R=345024 RECORD DRAWING 1 SECOND SUBMITTAL ESM 1/31/200 SURVEYED: SCALE: VERTICAL: NAVD 1988 2 THIRD SUBMITTAL ESM 10/22/201 �•_�• DESIGNED: HORIZONTAL: NAD 1983/1991 3 FOURTH SUBMITTAL ESM 12/06/201 Rm DRAWN' 4 MYLARS ESM 12/22/201 ONE INCH DATUM 5 CONSTRUCTION SET ESM 02/24/2011 CHECKED: AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE A P P R I APPROVED: SCALE ACCORDINGLY DATE: CITY OF GLADCO DEVELOPMENT, L.L.C. — ROSEWOOD HIGHLANDS FlELDBOOK: RENTON PAGE. DRAWING NO: Planning/Building/Public Works Dept. LEGEND SHEET LG-0 1 1 SHEET OF:31 REVISIONS NO. DESCRIPTION DATE BY 1 SECOND SUBMITTAL ESM 01/31/2008 2 THIRD SUBMITTAL 10/22/2010 ESM 3 FOURTH SUBMITTAL 12/06/2010 ESM 4 MYLARS 12/22/2010 ESM 5 CONSTRUCTION SET 02/24/2011 ESM 6 AS BUILTS 09/12/2011 ESM AS BUILT MYLARS 10/19/2011 ESM z O 0 z U N 3 U J Z J Z w a. Ld -4- 0 _ V) J 0 Q W \W / W pJ W O O U Uj Q J v O z O Z w LL. U .�-. _j J O C U Q ; C� v n a° W ® m EZ W w>> W • c c z W w J J 0 — z o (j u o 00 E z — '2 N Q °& o c co J co0O z $ t'n .� L) 3: U W 0)_ Z � .� �o J a a��i O �:3 Q) v U M LL — 3 ` 3 3 �Y °'0 Fo a; c WV 2 3 OIL 42 �p /STEK" S�ONAL E�� JOB NO.: 1352-001-006 DWG. NAME: LG-01 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 10/19/2011 DATE OF PRINT: LG-01 2 OF 3 1 SHEETS