The URL can be used to link to this page

Home My WebLink AboutS-362102z U w 0 0 a I CONSTRUCTION SEQUENCE: 1. 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. 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. 71 a _f LEGEND ROADWAY ROADWAY CENTERLINE PROPERTY / LOT LINE RIGHT -OF -WAY BOUNDARY LINE LINE EASEMENT LINE BUILDING SETBACK LINE ROLLED CURB AND GUTTER VERTICAL CURB AND GUTTER CONTOUR (MINOR) �xlsrwc - — — — — - PROPOSED - — — — — - - — — - -- POWER POLE W /DROP LINE & LIGHT FILTER FABRIC FENCE CONTOUR (MAJOR) BIKE RACK -- POWER POLE W /DROP LINE, LIGHT & TRANSFORMER FOOTING DRAIN FLOWPATH DEBRIS PILE _ J POWER POLE W /DROP LINE & TRANSFORMER QQ SEDIMENT FILTER O SPOT ELEVATION x'i` GRAVEL CONE Q TOP/TOE OF SLOPE A _ -------- - �----- _1 -------- A-. UCONCRETE SIDEWALK BOLLARD - POWER POLE W /LIGHT & TRANSFORMER U) CONCRETE BLOCK WALL - HORSE SHOE PIT ROCKERY au -per O G BARRICADE -g- POWER POLE W /TRANSFORMER BOLLARDS u (_ �... MAILBOX e u 'i:'I DOWNSPOUTS o 0 SIGN P; SIGNAL CONTROL BOX W STORM DRAINAGE SIGNAL JUNCTION BOX m CATCH BASIN TYPE 1 W /GRATE 118 J CATCH BASIN TYPE 1 W /SOLID LID 10 r. CATCH BASIN TYPE 2 W /GRATE v Svc W CATCH BASIN TYPE 2 W /SOLID LID TRAFFIC SIGNAL POLE CO STORM DRAIN MANHOLE @) O TRAFFIC SIGNAL POLE W /LIGHT Q STORM DRAIN STUB MARKER POST 6 FIBER OPTIC MANHOLE BEEHIVE MANHOLE ¢i ROOF DRAIN a- YARD DRAIN (ROUND LID) �> llCi Z YARD DRAIN' TELEPHONE GUY ANCHOR O STORM DRAIN CLEAN -OUT o &u TELEPHONE ANCHOR POLE CA STORM DRAIN PIPE - - -- o - - - -- L% TELEPHONE JUNCTION BOX (UG) Pi SATELLITE DISH LZ ROOF DRAIN ___-___-_..-.._-- 'i I— SO SERVICE 6" CPEP WITH p X INVERT 0 END OF PIPE -O TELEPHONE POLE W %- LANDSCAPE LIGHT cr SMIMARY SEWER -} YARD LIGHT (UNDER 10' TALL) W SANITARY SEWER MANHOLE 0 G �j SANITARY SEWER CLEANOUT 0 005 O LJJ SANITARY SEWER GRAVITY — s IRRIGATION CONTROL VALVE 0co OIL FILLER CAP } SANITARY SEWER FORCE MAIN - -nA »---- ----s. WATER STUB MARKER POST Q TRAMC P {D STRAIGHT /RIGHT TURN ARROW "av A Z STRAIGHT /RIGHT TURN ARROW `V 4 Q LEFT /RIGHT TURN ARROW BSI M W STRAIGHT /LEFT /RIGHT TURN ARROW + 'd QLEFT TURN ARROW t'ti q —J RIGHT TURN ARROW �' A (L STRAIGHT ARROW 's' t WHANDICAP PARKING GAS GUARD RAIL al. Q BIKE LANE c'a'n t><b I— TRAFFIC SIGN i-m- i-► - ---- --- >:- - - - - -- INFORMATION SIGN - T I1J STREET LIGHT - -- C _ - FENCE, CHAIN -LINK Fo FIBER OPTICS - --- CONSTRUCTION SEQUENCE: 1. 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. 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. 71 a _f I WETLAND WITH BUFFER � v s Sx WETLAND FLAG _ POWER POLE W /DROP LINE & LIGHT FILTER FABRIC FENCE If! BIKE RACK CUTOFF SWALE POWER POLE W /DROP LINE, LIGHT & TRANSFORMER INTERCEPTOR DITCH DEBRIS PILE ® POWER POLE W /DROP LINE & TRANSFORMER QQ SEDIMENT FILTER ® STRAW BALE GRAVEL CONE eu FIRE PIT POWER POLE W /LIGHT BOLLARD - POWER POLE W /LIGHT & TRANSFORMER HORSE SHOE PIT -O- POWER POLE G MAILBOX -g- POWER POLE W /TRANSFORMER xl MILE POST MARKER (_ PAD MOUNTED TRANSFORMER -C- SOIL LOG 'i:'I POWER VAULT /MANHOLE -u- SIGN P; SIGNAL CONTROL BOX -- SEPTIC DISTRIBUTION BOX SIGNAL JUNCTION BOX SANITARY SEWER STUB MARKER POST, TRAFFIC PEDESTRIAN POLE Svc SEPTIC VENT 2== TRAFFIC SIGNAL POLE -� STORM PIPE INLET /OUTLET CZ_; TRAFFIC SIGNAL POLE W /LIGHT STORM DRAIN STUB MARKER POST 6 FIBER OPTIC MANHOLE ¢i ROOF DRAIN �, FIBER OPTIC STUB MARKER POST llCi CATCH BASIN 1� TELEPHONE GUY ANCHOR (=j CABLE TV MARKER POST I- TELEPHONE ANCHOR POLE ' CABLE TV RISER L% TELEPHONE JUNCTION BOX (UG) Pi SATELLITE DISH Ur TELEPHONE MANHOLE 'i LUMINAIRE W /ARM TELEPHONE STUB MARKER POST LUMINAIRE -O TELEPHONE POLE %- LANDSCAPE LIGHT TELEPHONE RISER -} YARD LIGHT (UNDER 10' TALL) FIRE DEPT CONNECTION GAS STUB MARKER POST HOSE BIB JA GAS VALVE IRRIGATION CONTROL VALVE 0co OIL FILLER CAP WATER MANHOLE P. GUY ANCHOR WATER STUB MARKER POST P {D GUY POLE "av MONITORING WELL PO BSI POWER GRATE POST INDICATOR VALVE 'd ELECTRICAL JUNCTION PULL/BOX .. SPRINKLER HEAD J ELECTRICAL STUB MARKER POST ,� WATER VAULT - :' ELECTRICAL METER 0 WATER WELL c GAS GUARD RAIL al. OIL -- ---- - -0- -- -- FENCE, BOARD P POWER (BURIED) - ---- --- >:- - - - - -- FENCE, BARB -WIRE - P POWER (AERIAL) - -- C _ - FENCE, CHAIN -LINK Fo FIBER OPTICS - --- FENCE, ELECTRIC T TELEPHONE (BURIED) - - -�� - - - - - -- FENCE HOG WIRE — T — — TELEPHONE (AERIAL) - -_ =- -- FENCE, SPLIT RAIL -- - -- c - - -- TV CABLE (BURIED) ---- '�-/-- - - - - -- FENCE, WIRE --- -- c — -- TV CABLE (AERIAL) FENCE WROUGHT IRON CREEK OR STREAM CENTERLINE ---- - - - -r— RAILROAD TRACKS I WETLAND WITH BUFFER � v s CONSULTING ENGINEERS LLG WARNING: SWBC,SuIte210 10 10 ICI FWeNd WRY. WA 88003 THE UTILITY LOCATIONS SHOWN WwW.esmciviLCOm Civil .'inee,in' I L nj S.A nBerron\ I LwHacuP^ "A �NRe�uro ARE APPROXIMATE ONLY. DEPTH ""°'I` . UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352 - 020 -011 CONSTRUCTION ENTRANCE ® lei SSW3 L.. M STREAM WITH BUFFER SURVEY PROPOSED MONUMENT IN CASE ® FOUND MONUMENT IN CASE Oam PROPOSED MONUMENT (AS DEFINED) @am FOUND MONUMENT (AS DEFINED) G DELTA (R) RADIAL BEARING < > (NR) NON - RADIAL BEARING L ARC LENGTH REVISION ��I ABBREVIATIONS GENERAL NOTES: 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE AVE AVENUE ID 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 DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THE CONTRACT. ALUM ALUMINUM L LENGTH 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 IT 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 BLIND FLANGE MIN MINIMUM 3. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE BLDG BUILDING MJ MECHANICAL JOINT SUBMITTED AT THE PRE - CONSTRUCTION MEETING. ANY 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 STANDARD DETAILS UNLESS OTHERWISE NOTED. BOW /BW BOTTOM OF WALL NO NUMBER BVC BEGIN VERTICAL CURVE NITS NOT TO SCALE 5. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO 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 IRON STORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR PI POINT OF INTERSECTION SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS CL /rE CENTERLINE 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 PIPE BARS, CROSSWALKS, ETC.) DAMAGED OR REMOVED DURING PE POLYETHYLENE CONSTRUCTION SHALL BE REPLACED IN KIND. CO CLEANOUT PERF PERFORATED CONIC 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 LINES ARE BASED ON GIS INFORMATION AND ARE FOR CL CLASS RET RETAINING GENERAL INFORMATION ONLY. 2. GRAVITY SANITARY SEWER PIPE MATERIAL: CF CUBIC FEET RR RAILROAD • PVC SDR35 - 4' TO 15' OF COVER PVC C900 - LESS THAN 4' OF COVER CFS CUBIC FEET PER SECOND R RADIUS . PVC C900 - OVER 15' OF COVER DC DEGREE OF CURVATURE RED REDUCER • PVC C905 - PIPE DIA. GREATER THAN 18" WITH LESS THAN DI DUCTILE IRON 4' OF COVER OR GREATER THAN 15' OF COVER REINF REINFORCED DIA/0 DIAMETER RED REQUIRED DOT DEPARTMENT OF TRANSPORTATION R/W RIGHT OF WAY DIM DIMENSION S SOUTH SURVEY DATUM: DWGS DRAWINGS SCH SCHEDULE HORIZONTAL DATUM: D DRAIN SO STORM DRAIN NAD83(91) WASHINGTON STAE PLANE COORDINATE SYSTEM NORTH EDP EDGE OF PAVEMENT SF SQUARE FEET ZONE VERTICAL DATUM: E EAST SHT SHEET NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS ELEV ELEVATION SPECS SPECIFICATIONS #1909 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION EL ELEVATION SQ SQUARE OF SE 139th PLACE AND 156TH AVENUE SE. ELEVATION = 408.64 ELEC ELECTRICAL SS SANITARY SEWER EVC END VERTICAL CURVE STA STATION #2088 CASE MONUMENT WITH 'Yz" BRASS DISC AT THE INTERSECTION SE 142ND PLACE AND 156TH AVENUE SE. EXIST EXISTING STD STANDARD ELEVATION = 372.34 FOG FIRE DEPARTMENT CONNECTION TO TOP OF CURB CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS ARE REVERSED FG FINISH GRADE TEL TELEPHONE FOR BENCHMARKS #2088 AND #1909 FIG FIGURE THIRD THREADED SITE CONTROL: FIN FINISHED THRU THROUGH ESM CONTROL POINT LOCATED 27' NW OF THE INTERSECTION OF SE FL /FL FLOwLINE TOw 136TH ST AND 168TH AVENUE SE. /Tw TOP OF WALL N 178033.9669, E 1323118.6406, ELEVATION = 466.25 FL FLANGE TYP TYPICAL ESM CONTROL POINT LOCATED 511' WEST OF THE INTERSECTION OF FT FEET VERT VERTICAL SE 136TH ST AND 168TH AVENUE SE ON THE SOUTHERLY EDGE OF ASPHALT. FM FORCE MAIN w WEST N 178031.6592, E 1322625.8698, ELEVATION = 454.97 GA GAUGE W/ WITH GALV GALVANIZED W/0 WITHOUT GI GALVANIZED IRON WSS WATER SAMPLING STATION GV GATE VALVE CHECKED FOR COMPLIANCE TO CITY STANDARDS S=362102 GR,WN: wRnw: xqw lase .fM NGR60NfP1: NPD 1983/1991 oNE I' DATUM NLL INC ( ONE E IF NO OOL SL01E ACCORDINGLY — CITY OF HERITAGE PLAT SANITARY SEWER EXTENSION 02/06/201 RENTON PAGE PHASE 1 (LIBERTY HIGH SCHOOL) .. OOR ORAWING NO: Planning /Building /Public Works Dept. LEGEND AND GENERAL NOTES LG -01 91EE1: 2 "16 T.E.S.C.P. — — — — CLEARING LIMITS FILTER FABRIC FENCE x--x— ^sue CUTOFF SWALE INTERCEPTOR DITCH -- 0 - - -0-- N.G.P.E. FENCE ® ROCK CHECK DAM QQ SEDIMENT FILTER ® STRAW BALE GRAVEL CONE RIP RAP PAD CONSULTING ENGINEERS LLG WARNING: SWBC,SuIte210 10 10 ICI FWeNd WRY. WA 88003 THE UTILITY LOCATIONS SHOWN WwW.esmciviLCOm Civil .'inee,in' I L nj S.A nBerron\ I LwHacuP^ "A �NRe�uro ARE APPROXIMATE ONLY. DEPTH ""°'I` . UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352 - 020 -011 CONSTRUCTION ENTRANCE ® lei SSW3 L.. M STREAM WITH BUFFER SURVEY PROPOSED MONUMENT IN CASE ® FOUND MONUMENT IN CASE Oam PROPOSED MONUMENT (AS DEFINED) @am FOUND MONUMENT (AS DEFINED) G DELTA (R) RADIAL BEARING < > (NR) NON - RADIAL BEARING L ARC LENGTH REVISION ��I ABBREVIATIONS GENERAL NOTES: 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE AVE AVENUE ID 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 DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THE CONTRACT. ALUM ALUMINUM L LENGTH 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 IT 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 BLIND FLANGE MIN MINIMUM 3. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE BLDG BUILDING MJ MECHANICAL JOINT SUBMITTED AT THE PRE - CONSTRUCTION MEETING. ANY 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 STANDARD DETAILS UNLESS OTHERWISE NOTED. BOW /BW BOTTOM OF WALL NO NUMBER BVC BEGIN VERTICAL CURVE NITS NOT TO SCALE 5. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO 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 IRON STORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR PI POINT OF INTERSECTION SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS CL /rE CENTERLINE 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 PIPE BARS, CROSSWALKS, ETC.) DAMAGED OR REMOVED DURING PE POLYETHYLENE CONSTRUCTION SHALL BE REPLACED IN KIND. CO CLEANOUT PERF PERFORATED CONIC 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 LINES ARE BASED ON GIS INFORMATION AND ARE FOR CL CLASS RET RETAINING GENERAL INFORMATION ONLY. 2. GRAVITY SANITARY SEWER PIPE MATERIAL: CF CUBIC FEET RR RAILROAD • PVC SDR35 - 4' TO 15' OF COVER PVC C900 - LESS THAN 4' OF COVER CFS CUBIC FEET PER SECOND R RADIUS . PVC C900 - OVER 15' OF COVER DC DEGREE OF CURVATURE RED REDUCER • PVC C905 - PIPE DIA. GREATER THAN 18" WITH LESS THAN DI DUCTILE IRON 4' OF COVER OR GREATER THAN 15' OF COVER REINF REINFORCED DIA/0 DIAMETER RED REQUIRED DOT DEPARTMENT OF TRANSPORTATION R/W RIGHT OF WAY DIM DIMENSION S SOUTH SURVEY DATUM: DWGS DRAWINGS SCH SCHEDULE HORIZONTAL DATUM: D DRAIN SO STORM DRAIN NAD83(91) WASHINGTON STAE PLANE COORDINATE SYSTEM NORTH EDP EDGE OF PAVEMENT SF SQUARE FEET ZONE VERTICAL DATUM: E EAST SHT SHEET NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS ELEV ELEVATION SPECS SPECIFICATIONS #1909 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION EL ELEVATION SQ SQUARE OF SE 139th PLACE AND 156TH AVENUE SE. ELEVATION = 408.64 ELEC ELECTRICAL SS SANITARY SEWER EVC END VERTICAL CURVE STA STATION #2088 CASE MONUMENT WITH 'Yz" BRASS DISC AT THE INTERSECTION SE 142ND PLACE AND 156TH AVENUE SE. EXIST EXISTING STD STANDARD ELEVATION = 372.34 FOG FIRE DEPARTMENT CONNECTION TO TOP OF CURB CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS ARE REVERSED FG FINISH GRADE TEL TELEPHONE FOR BENCHMARKS #2088 AND #1909 FIG FIGURE THIRD THREADED SITE CONTROL: FIN FINISHED THRU THROUGH ESM CONTROL POINT LOCATED 27' NW OF THE INTERSECTION OF SE FL /FL FLOwLINE TOw 136TH ST AND 168TH AVENUE SE. /Tw TOP OF WALL N 178033.9669, E 1323118.6406, ELEVATION = 466.25 FL FLANGE TYP TYPICAL ESM CONTROL POINT LOCATED 511' WEST OF THE INTERSECTION OF FT FEET VERT VERTICAL SE 136TH ST AND 168TH AVENUE SE ON THE SOUTHERLY EDGE OF ASPHALT. FM FORCE MAIN w WEST N 178031.6592, E 1322625.8698, ELEVATION = 454.97 GA GAUGE W/ WITH GALV GALVANIZED W/0 WITHOUT GI GALVANIZED IRON WSS WATER SAMPLING STATION GV GATE VALVE CHECKED FOR COMPLIANCE TO CITY STANDARDS S=362102 GR,WN: wRnw: xqw lase .fM NGR60NfP1: NPD 1983/1991 oNE I' DATUM NLL INC ( ONE E IF NO OOL SL01E ACCORDINGLY — CITY OF HERITAGE PLAT SANITARY SEWER EXTENSION 02/06/201 RENTON PAGE PHASE 1 (LIBERTY HIGH SCHOOL) .. OOR ORAWING NO: Planning /Building /Public Works Dept. LEGEND AND GENERAL NOTES LG -01 91EE1: 2 "16