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Home My WebLink AboutS-362161N w a - z U) w w Irw 3.0W Z Q J IL W 0 Q cc W LEGEND 0 U 0 SANITARY SEWER CLEANOUT EXISTING PROPOSED ROADWAY S BIKE RACK ROADWAY CENTERUNE - ---------� PROPERTY / LOT UNE A 'P RIGHT -OF -WAY -.__.-...... 4 BOUNDARY LINE c+> M EASEMENT UNE + - - - - - - BUILDING SETBACK LINE ---- - -- - -- -- ROLLED CURB AND GUTTER - - - - -- - -- - VERTICAL CURB AND GUTTER 4 1 CONTOUR (MINOR) --`. •.---_.... -- 612 -- CONTOUR (MAJOR) coo -- FOOTING DRAIN FLOWPATH +- i+ SPOT ELEVATION a �Z� TOP/TOE OF SLOPE -j ----- ---�---- ---�-- -------�- CONCRETE SIDEWALK -C, SOIL LOG CONCRETE BLOCK WALL ® POWER VAULT/MANHOLE ROCKERY _ SIGN BARRICADE I>< SIGNAL CONTROL BOX BOLLARDS .. SEPTIC DISTRIBUTION BOX MAILBOX m o DOWNSPOUTS o O STORY DRAMIAIX CATCH BASIN TYPE 1 W/GRATE ;71 TRAFFIC PEDESTRIAN POLE CATCH BASIN TYPE 1 W/SOUD UD 4'- SEPTIC VENT CATCH BASIN TYPE 2 W/GRATE O TRAFFIC SIGNAL POLE CATCH BASIN TYPE 2 W/SOLID LID @ STORM PIPE INLET/OUTLET STORM DRAIN MANHOLE OO C TRAFFIC SIGNAL POLE W/UGHT BEEHIVE MANHOLE YARD DRAIN (ROUND LID) n YARD DRAIN STORM DRAIN STUB MARKER POST STORM DRAIN CLEAN-OUT o `o FIBER OPTIC MANHOLE STORM DRAIN PIPE o - ROOF DRAIN ____.____..-... SO SERVICE 6" CPEP WITH _ c ROOF DRAIN INVERT O END OF PIPE FIBER OPTIC STUB MARKER POST �"`TI (: SANITARY SEWER MANHOLE 0 U 0 SANITARY SEWER CLEANOUT 0 ods O SANITARY SEWER GRAVITY S BIKE RACK SANITARY SEWER FORCE MAIN FM ---------� TRAFFIC. STRAIGHT/RIGHT TURN ARROW A 'P STRAIGHT/RIGHT TURN ARROW SEDIMENT FILTER 4 LEFT/RIGHT TURN ARROW c+> M STRAIGHT/LEFT/RIGHT TURN ARROW + + LEFT TURN ARROW BOLLARD RIGHT TURN ARROW A A STRAIGHT ARROW 4 1 HANDICAP PARKING & 111. BIKE LANE coo MAILBOX TRAFFIC SIGN +- i+ INFORMATION SIGN -I 11" STREET LIGHT + + CONSTRUCTION SEQUENCE: 1. WITHIN EXISTING RIGHT-OF-WAY THE CONTRACTOR SHALL COMPLETE THE INSTALLATION OF THE SANITARY SEWER LINES WITHIN ONLY ONE ROADWAY BLOCK AT A TIME AND SHALL COMPLETE THE TEMPORARY HOT -MIX ASPHALT RESTORATION OF EACH ROADWAY BLOCK BEFORE BEGINNING WORK IN ANOTHER BLOCK. 2. WITHIN EXISTING RIGHT-OF-WAY TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE SHALL BE ACCOMPLISHED BY USING HOT -MIX ASPHALT (HMA). STEEL PLATES MAY BE USED OVERNIGHT TO COVER THE LAST SECTION OF TRENCH. STEEL PLATES MUST BE PINNED DOWN AND ASPHALT RAMPS/WEDGES MUST BE PLACED AROUND THE PLATES. STEEL PLATES SHALL NOT BE USED ON STEEP GRADES OR WHERE STEEL PLATES PRESENT A ROADWAY HAZARD. �lI WETLAND WITH BUFFER \ v / T.E.S.C.P. WETLAND FLAG — CLEARING LIMITS FOUND MONUMENT IN POWER POLE W/DROP UNE & LIGHT —iE--3(— r: BIKE RACK ®OM Y`r POWER POLE W/DROP UNE, LIGHT & TRANSFORMER --p---o-- N.G.P.E. FENCE DELTA DEBRIS PILE ® SEDIMENT FILTER POWER POLE W/DROP LINE & TRANSFORMER STRAW BALE c+> FIRE PIT L RIP RAP PAD POWER POLE W/LIGHT CONSTRUCTION ENTRANCE BOLLARD POWER POLE W/LIGHT & TRANSFORMER _ HORSE SHOE PR 4 POWER POLE n MAILBOX POWER POLE W/TRANSFORMER •, MILE POST MARKER O PAD MOUNTED TRANSFORMER -C, SOIL LOG ® POWER VAULT/MANHOLE _ SIGN I>< SIGNAL CONTROL BOX :- SEPTIC DISTRIBUTION BOX m SIGNAL JUNCTION BOX SANITARY SEWER STUB MARKER POST ('J- TRAFFIC PEDESTRIAN POLE SEPTIC VENT C}==- TRAFFIC SIGNAL POLE STORM PIPE INLET/OUTLET O C — TRAFFIC SIGNAL POLE W/UGHT STORM DRAIN STUB MARKER POST t, FIBER OPTIC MANHOLE ROOF DRAIN FIBER OPTIC STUB MARKER POST N!'. CATCH BASIN r(- TELEPHONE GUY ANCHOR CABLE TV MARKER POST TELEPHONE ANCHOR POLE t_I CABLE TV RISER LX' JUNCTION BOX (UG) ISI SATELLITE DISH O TELEPHONE MANHOLE LUMINAIRE W/ARM f TELEPHONE STUB MARKER POST LUMINAIRE O TELEPHONE POLE -<! LANDSCAPE LIGHT 0 TELEPHONE RISER -r? YARD LIGHT (UNDER 10' TALL) .. FIRE DEPT CONNECTION ' GAS STUB MARKER POST HOSE BIB Q] GAS VALVE D IRRIGATION CONTROL VALVE o°O OIL FILLER CAP WATER MANHOLE F<- GUY ANCHOR (! WATER STUB MARKER POST r -'T GUY POLE A490 MONITORING WELL PIV POWER GRATE O POST INDICATOR VALVE Lf ELECTRICAL JUNCTION PULL/BOX SPRINKLER HEAD ELECTRICAL STUB MARKER POST G' WATER VAULT x ELECTRICAL METER WATER WELL c GAS It>— GUARD RAIL OIL OIL - ❑ FENCE, BOARD a POWER (BURIED) >< FENCE, BARB -WIRE - - v - - POWER (AERIAL) O FENCE, CHAIN-UNK ro FIBER OPTICS * FENCE, ELECTRIC T TELEPHONE (BURIED) <> FENCE HOG WIRE - - T - - TELEPHONE (AERIAL) = FENCE, SPLIT RAIL c TV CABLE (BURIED) X FENCE, WIRE - - - - TV CABLE (AERIAL) o FENCE WROUGHT IRON CREEK OR STREAM CENTERLINE RAILROAD TRACKS �lI WETLAND WITH BUFFER \ v / WARNING: .�.... Su","asoa� Sultue2m05 10 110ISI os Fetle,al Wey, WA 8800.3 THE UTILITY LOCATIONS SHOWN CPUNIC"°Www•esmcivil.com" (m o- F+Wom 1 Pr' °jM IM Wm.rM1 1 Im�4iU.w�W I°PicM,xive ARE APPROXIMATE ONLY. DEPTH `"""" UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007 3 5 1 ASBUILT "ll STREAM WITH BUFFER 19 T.E.S.C.P. — — — CLEARING LIMITS FOUND MONUMENT IN FILTER FABRIC FENCE —iE--3(— ' CUTOFF SWALE ®OM INTERCEPTOR DITCH DEFINED) --p---o-- N.G.P.E. FENCE DELTA ROCK CHECK DAM ® SEDIMENT FILTER ® STRAW BALE NON -RADIAL BEARING GRAVEL CONE L RIP RAP PAD CONSTRUCTION ENTRANCE WARNING: .�.... Su","asoa� Sultue2m05 10 110ISI os Fetle,al Wey, WA 8800.3 THE UTILITY LOCATIONS SHOWN CPUNIC"°Www•esmcivil.com" (m o- F+Wom 1 Pr' °jM IM Wm.rM1 1 Im�4iU.w�W I°PicM,xive ARE APPROXIMATE ONLY. DEPTH `"""" UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007 3 5 1 ASBUILT "ll STREAM WITH BUFFER 19 SURVEY PROPOSED MONUMENT IN CASE ® FOUND MONUMENT IN CASE 0oM PROPOSED MONUMENT (AS DEFINED) ®OM FOUND MONUMENT (AS DEFINED) A DELTA BY DATE APPR (R) RADIAL BEARING < > (NR) NON -RADIAL BEARING L ARC LENGTH REVISION ABBREVIATIONS GENERAL NOTES: 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE AVE AVENUEID INSIDE DIAMETER LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE 2008 EDITION OF AC ASBESTOS CEMENT PIPE IE INVERT ELEVATION THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE ADJ ADJACENT IN INCHES RENTON STANDARD PLANS & SPECIFICATIONS. SOME STANDARD ALUM ALUMINUML LENGTH DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THE CONTRACT . THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LB POUNDS IN THE CONTRACT DOCUMENTS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. AP ANGLE POINT LF LINEAL FEET 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ASPH ASPHALT MAX MAXIMUM AND R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER DISTURBANCE. FOR UTILITY LOCATES CALL 800-424-5555 (OR ASSY ASSEMBLY MH MANHOLE 811) A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION. BF BUND FLANGE MIN MINIMUM 3. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. ANY BLDG BUILDING MJ MECHANICAL JOINT MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL BLK BLOCK MISC MISCELLANEOUS BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION. BO BLOW OFF N NORTH 4. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON BOW/BW BOTTOM OF WALL NO NUMBER STANDARD DETAILS UNLESS OTHERWISE NOTED. 5. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO BVC BEGIN VERTICAL CURVE NTS NOT TO SCALE REMOVE DUST AND DEBRIS FROM PAVEMENT AREA AS DIRECTED BW BACK OF WALK OC ON CENTER BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE PERMITTED. CTR CENTER OD OUTSIDE DIAMETER 6. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR CB CATCH BASIN OHW ORDINARY HIGH WATER SHALL PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL CI CAST IRONSTORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR PI POINT OF INTERSECTION SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS CL/q_ CENTERUNE PP POWER POLE AND REPLACE AS NECESSARY. CLR CLEAR PVI POINT OF VERTICAL INTERSECTION 7. PAVEMENT MARKINGS (E.G. LANE LINE BUTTONS OR PAINT, STOP CMP CORRUGATED METAL PIPEBARS, CROSSWALKS, ETC.) DAMAGED OR REMOVED DURING PE POLYETHYLENE CONSTRUCTION SHALL BE REPLACED IN KIND. CO CLEANOUT PERF PERFORATED CONC CONCRETE PVC POLYVINYL CHLORIDE C CONDUIT PVMT PAVEMENT CONN CONNECTION PVT POINT OF VERTICAL TANGENCY CONTR CONTRACTOR PC POINT OF CURVATURE CONT CONTINUED PT POINT OF TANGENCY NOTE: CY CUBIC YARDS QTY QUANTITY 1. LOT ONES ARE BASED ON GIS INFORMATION AND ARE FOR CL CLASS RET RETAINING GENERAL INFORMATION ONLY. CF CUBIC FEET RR RAILROAD 2. GRAVITY SANITARY SEWER PIPE MATERIAL • PVC SDR35 - 4' TO 15' OF COVER CFS CUBIC FEET PER SECOND R RADIUS • PVC C900 - LESS THAN 4' OF COVER DC DEGREE OF CURVATURE RED REDUCER PVC C900 - OVER 15' OF COVER DI DUCTILE IRON REINF REINFORCED DIA/0 DIAMETER REQ REQUIRED DOT DEPARTMENT OF TRANSPORTATION R/W RIGHT OF WAY DIM DIMENSION S SOUTH DWGS DRAWINGS SCH SCHEDULE D DRAIN SO STORM DRAIN EDP EDGE OF PAVEMENT SF SQUARE FEET E EAST SHT SHEET ELEV ELEVATION SPECS SPECIFICATIONS EL ELEVATION SQ SQUARE ELEC ELECTRICAL SS SANITARY SEWER EVC END VERTICAL CURVE STA STATION EXIST EXISTING STD STANDARD FDC FIRE DEPARTMENT CONNECTION TC TOP OF CURB FG FINISH GRADE TEL TELEPHONE FIG FIGURE THRD THREADED FIN FINISHED THRU THROUGH FL/rL FLOWLINE TOW/TW TOP OF WALL FL FLANGE VE VERTICAL S=362 161 TYPICAL Ff �� VERT VERTICAL FM FORCE MAIN W WEST GA GAUGE - W/ WITH _ GALV GALVANIZED W/o WITHOUT AS -BUILT GI GALVANIZED IRON WSS WATER SAMPLING STATION GV GATE VALVE CHECKED FOR COMPUANCE TO CITY STANDARDS Ea_ mCC Ii15 DATUM QIi CITY OF "u RENTON Planning/Building/Public Works Dept. ESM //10/1310/13 $T ESM /19/13 ESM /24/14 °flA11Df1 I� ESM 07/16/14 AN I IF �+o acs �"""C°P0iX0L BY DATE APPR "�e�" HERITAGE PLAT SANITARY SEWER EXTENSION PHASE 2 LEGEND AND GENERAL NOTES A-8- 5 -36 --if b/ Pxe LG -01 0 mCC $T z