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Home My WebLink AboutS-362133w z U w 0 o: o_ �I J O U) 0 r_ r w m J T w U) a z O Z w x w Ir >w w Q z Q Q J w 0 Fr w LEGEND ! G 0 SANITARY SEWER CLEANOUT EXISTING PROPOSED ROADWAY s —� ROADWAY CENTERUNE a+ ----- ----�- PROPERTY / LOT LINE A A RIGHT -OF -WAYBOUNDARY 4 LINE LINE M M EASEMENT LINE - — — — — - BUILDING SETBACK LINE - -- ------- - ----- ----- - - - - -. -. _..... ROLLED CURB AND GUTTER A - — — - VERTICAL CURB AND GUTTER t t CONTOUR (MINOR) -- - - -- - -- -- ail -- CONTOUR (MAJOR) - -- 820 - -- -- FOOTING DRAIN FLOWPATH .�-- i-► SPOT ELEVATION x T TOP/TOE OF SLOPE .J 1 - ---- j_. -------- 1_- _ -_J -. CONCRETE SIDEWALK f...........;r...:.....s::3 0 CONCRETE BLOCK WALL ROCKERY 0 BARRICADE ;.. PAD MOUNTED TRANSFORMER BOLLARDS . . MAILBOX I: o DOWNSPOUTS o 0 STORK DRAINAGE CATCH BASIN TYPE 1 W /GRATE s CATCH BASIN TYPE 1 W /SOLID LID X SIGNAL JUNCTION BOX CATCH BASIN TYPE 2 W /GRATE C SANITARY SEWER STUB MARKER POST CATCH BASIN TYPE 2 W /SOLID LID C STORM DRAIN MANHOLE OO C, _ BEEHIVE MANHOLE + YARD DRAIN (ROUND LID) 0 TRAFFIC SIGNAL POLE W /UGHT YARD DRAIN STORM DRAIN STUB MARKER POST STORM DRAIN CLEAN -OUT _ STORM DRAIN PIPE D - ROOF DRAIN ------ ------ - - - - -- �- SO SERVICE 6' CPEP WITH FIBER OPTIC STUB MARKER POST INVERT O END OF PIPE _ o CATCH BASIN SANITARY SEWER MANHOLE ! G 0 SANITARY SEWER CLEANOUT 0 ocs 0 SANITARY SEWER GRAVITY s —� SANITARY SEWER FORCE MAIN a+ ----- ----�- TRAFFIC STRAIGHT /RIGHT TURN ARROW A A STRAIGHT /RIGHT TURN ARROW 4 LEFT /RIGHT TURN ARROW M M STRAIGHT /LEFT /RIGHT TURN ARROW DEBRIS PILE + LEFT TURN ARROW h .. RIGHT TURN ARROW A POWER POLE W /LIGHT STRAIGHT ARROW t t HANDICAP PARKING & & BIKE LANE coo TRAFFIC SIGN .�-- i-► INFORMATION SIGN T T STREET LIGHT t �}E CONSTRUCTION SEQUENCE: 1. THE CONTRACTOR SHALL COMPLETE THE INSTALLATION OF THE SANITARY SEWER UNES 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 ROUND THE PLATES. STEEL PLATES SHALL NOT BE USED ON STEEP GRADES OR WHERE STEEL PLATES PRESENT A ROADWAY HAZARD. {i`iil;Ceffvr-5l 1142: Qi - WETLAND WITH BUFFER T.E.S.C.P. — — — CLEARING LIMITS —x— FILTER FABRIC FENCE CUTOFF SWALE - INTERCEPTOR DITCH -- - - -�-- N.G.P.E. FENCE ® J OBM A.u. S. up EERS LLC WOO 205 WARNING: FWcraiWay,WA98009 I ®I ®ICI THE UTILITY LOCATIONS SHOWN www•esmcivil.com Girl Erpi,s,Lp I Pnject Ya�iwgsmnt I LaM,copaMM1ilaturc ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 020 -011 fs 0 0 ROCK CHECK DAM SEDIMENT FILTER STRAW BALE GRAVEL CONE RIP RR PAD CONSTRUCTION ENTRANCE 3 No. STREAM WITH BUFFER SURVEY 09 PROPOSED MONUMENT IN CASE ® FOUND MONUMENT IN CASE @am PROPOSED MONUMENT (AS DEFINED) ®am FOUND MONUMENT (AS DEFINED) A DELTA (R) RADIAL BEARING < > (NR) NON- RADIAL BEARING L RC LENGTH ABBREVIATIONS GENERAL NOTES: 1. ALL WORK MATERIAL SHALL BE IN CONFORM 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 ALUM ALUMINUM DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THE CONTRACT. 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. R ANGLE POINT LF LINEAL FEET 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN RE APPROXIMATE ASPH ASPHALT MAX MAXIMUM AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR 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 BILK BLOCK MISC MISCELLANEOUS BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION. 80 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. BVC BEGIN VERTICAL CURVE 5. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO NITS 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 CB CATCH BASIN 6. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR 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 /(� CENTERLINE PP POWER POLE AND REPLACE AS NECESSARY. CLR CLEAR PVT 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 OTT• QUANTITY 1. LOT LINES ARE BASED ON CIS INFORMATION AND RE FOR CL CLASS ABET RETAINING 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 CPS 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 REINF REINFORCED 4' OF COVER OR GREATER THAN 15' OF COVER DIA /0 DIAMETER REQ 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 STATE PLANE COORDINATE SYSTEM NORTH EOP EDGE OF PAVEMENT SF SQUARE FEET ZONE E EAST SHT SHEET VERTICAL DATUM: NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS ELEV ELEVATION SPECS SPECIFICATIONS #1909 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION EL ELEVATION SO SQUARE OF SE 139th PLACE AND 156TH AVENUE SE. ELEC ELECTRICAL ELEVATION = 408.64 SS SANITARY SEWER EVC END VERTICAL CURVE STA STATION #2088 CASE MONUMENT WITH %" BRASS DISC AT THE INTERSECTION SE 142ND PLACE AND 156TH AVENUE SE. EXIST EXISTING STD STANDARD ELEVATION = 372.34 FDC FIRE DEPARTMENT CONNECTION TC TOP OF CURB CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS RE REVERSED FOR FG FINISH GRADE TEL TELEPHONE BENCHMARKS #2088 AND #1909 FIG FIGURE THRD THREADED SITE CONTROL: FIN FINISHED THRU THROUGH ESM CONTROL POINT LOCATED 27' NW OF THE INTERSECTION OF SE FL /FL FLOWLINE TOW/TW TOP OF WALL 136TH ST AND 168TH AVENUE SE. N 178033.9669, E 1323118.6406, ELEVATION = 466.25 FL FLANGE TYP TYPICAL FT FEET ESM CONTROL POINT LOCATED 511' WEST OF THE INTERSECTION OF vERT VERTICAL SE 136TH ST AND 168TH AVENUE SE ON THE SOUTHERLY EDGE OF FM FORCE MAIN ASPHALT. 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=362 13 3 RECORD DRAWING ESM , 0511 walrx xnw ism CITY O R ESM iz N75 N0�"T�" "'D im5 "991 A: In ISM /24/12 Two RENTON .0 ESM 13 DOVER °I DATUM •*^�� Planning /Building /Public Works Dept. IF Iq! CHE Hill REVISION BY DATE APPR HERITAGE PLAT SANITARY SEWER EXTENSION 04/23/20111 PHASE 1 (LIBERTY HIGH SCHOOL) oxwc xu LEGEND AND GENERAL NOTES LG -01 Git3L - 3ro9133 a: WETLAND FLAG -J\;_ POWER POLE W /DROP LINE & LIGHT e BIKE RACK POWER POLE W /DROP LINE, LIGHT & TRANSFORMER DEBRIS PILE POWER POLE W /DROP LINE & TRANSFORMER .. FIRE PIT POWER POLE W /LIGHT BOLLARD POWER POLE W /LIGHT & TRANSFORMER HORSE SHOE PIT POWER POLE t MAILBOX POWER POLE W/TRANSFORMER 11 POST MARKER ;.. PAD MOUNTED TRANSFORMER -(z SOIL LOG POWER VAULT /MANHOLE SIGN SIGNAL CONTROL BOX SEPTIC DISTRIBUTION BOX SIGNAL JUNCTION BOX SANITARY SEWER STUB MARKER POST TRAFFIC PEDESTRIAN POLE - SEPTIC VENT _ TRAFFIC SIGNAL POLE STORM PIPE INLET /OUTLET TRAFFIC SIGNAL POLE W /UGHT STORM DRAIN STUB MARKER POST FIBER OPTIC MANHOLE " - �- ROOF DRAIN FIBER OPTIC STUB MARKER POST ll CATCH BASIN .. TELEPHONE GUY ANCHOR ri CABLE TV MARKER POST _ TELEPHONE ANCHOR POLE .. CABLE TV RISER TELEPHONE JUNCTION BOX (UG) f= SATELLITE DISH TELEPHONE MANHOLE LUMINAIRE W /ARM TELEPHONE STUB MARKER POST LUMINAIRE ,. TELEPHONE POLE LANDSCAPE UGHT c TELEPHONE RISER YARD LIGHT (UNDER 10' TALL) FIRE DEPT CONNECTION GAS STUB MARKER POST HOSE BIB u. GAS VALVE L: IRRIGATION CONTROL VALVE °LO OIL FILLER CAP C'+ WATER MANHOLE F, GUY ANCHOR WATER STUB MARKER POST P -'T GUY POLE MONITORING WELL POWER GRATE INDICATOR VALVE D ELECTRICAL JUNCTION PULL/BOX SPRINKLER HEAD ELECTRICAL STUB MARKER POST __ WATER VAULT 1>11 ELECTRICAL METER WATER WELL c GAS GUARD RAIL —OIL— OIL FENCE, BOARD P POWER (BURIED) ---- - - - - >< FENCE, BARB -WIRE . — P — — POWER (AERIAL) FENCE, CHAIN -UNK -Fa FIBER OPTICS - - -- -- FENCE, ELECTRIC - T TELEPHONE (BURIED) - <j > - - - - -- FENCE HOG WIRE — — T — — TELEPHONE (AERIAL) FENCE, SPLIT RAIL TV CABLE (BURIED) - — FENCE, WIRE — — — TV CABLE (AERIAL) - - FENCE WROUGHT IRON - CREEK OR STREAM CENTERUNE t RAILROAD TRACKS Qi - WETLAND WITH BUFFER T.E.S.C.P. — — — CLEARING LIMITS —x— FILTER FABRIC FENCE CUTOFF SWALE - INTERCEPTOR DITCH -- - - -�-- N.G.P.E. FENCE ® J OBM A.u. S. up EERS LLC WOO 205 WARNING: FWcraiWay,WA98009 I ®I ®ICI THE UTILITY LOCATIONS SHOWN www•esmcivil.com Girl Erpi,s,Lp I Pnject Ya�iwgsmnt I LaM,copaMM1ilaturc ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 020 -011 fs 0 0 ROCK CHECK DAM SEDIMENT FILTER STRAW BALE GRAVEL CONE RIP RR PAD CONSTRUCTION ENTRANCE 3 No. STREAM WITH BUFFER SURVEY 09 PROPOSED MONUMENT IN CASE ® FOUND MONUMENT IN CASE @am PROPOSED MONUMENT (AS DEFINED) ®am FOUND MONUMENT (AS DEFINED) A DELTA (R) RADIAL BEARING < > (NR) NON- RADIAL BEARING L RC LENGTH ABBREVIATIONS GENERAL NOTES: 1. ALL WORK MATERIAL SHALL BE IN CONFORM 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 ALUM ALUMINUM DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THE CONTRACT. 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. R ANGLE POINT LF LINEAL FEET 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN RE APPROXIMATE ASPH ASPHALT MAX MAXIMUM AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR 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 BILK BLOCK MISC MISCELLANEOUS BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION. 80 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. BVC BEGIN VERTICAL CURVE 5. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO NITS 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 CB CATCH BASIN 6. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR 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 /(� CENTERLINE PP POWER POLE AND REPLACE AS NECESSARY. CLR CLEAR PVT 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 OTT• QUANTITY 1. LOT LINES ARE BASED ON CIS INFORMATION AND RE FOR CL CLASS ABET RETAINING 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 CPS 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 REINF REINFORCED 4' OF COVER OR GREATER THAN 15' OF COVER DIA /0 DIAMETER REQ 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 STATE PLANE COORDINATE SYSTEM NORTH EOP EDGE OF PAVEMENT SF SQUARE FEET ZONE E EAST SHT SHEET VERTICAL DATUM: NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS ELEV ELEVATION SPECS SPECIFICATIONS #1909 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION EL ELEVATION SO SQUARE OF SE 139th PLACE AND 156TH AVENUE SE. ELEC ELECTRICAL ELEVATION = 408.64 SS SANITARY SEWER EVC END VERTICAL CURVE STA STATION #2088 CASE MONUMENT WITH %" BRASS DISC AT THE INTERSECTION SE 142ND PLACE AND 156TH AVENUE SE. EXIST EXISTING STD STANDARD ELEVATION = 372.34 FDC FIRE DEPARTMENT CONNECTION TC TOP OF CURB CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS RE REVERSED FOR FG FINISH GRADE TEL TELEPHONE BENCHMARKS #2088 AND #1909 FIG FIGURE THRD THREADED SITE CONTROL: FIN FINISHED THRU THROUGH ESM CONTROL POINT LOCATED 27' NW OF THE INTERSECTION OF SE FL /FL FLOWLINE TOW/TW TOP OF WALL 136TH ST AND 168TH AVENUE SE. N 178033.9669, E 1323118.6406, ELEVATION = 466.25 FL FLANGE TYP TYPICAL FT FEET ESM CONTROL POINT LOCATED 511' WEST OF THE INTERSECTION OF vERT VERTICAL SE 136TH ST AND 168TH AVENUE SE ON THE SOUTHERLY EDGE OF FM FORCE MAIN ASPHALT. 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=362 13 3 RECORD DRAWING ESM , 0511 walrx xnw ism CITY O R ESM iz N75 N0�"T�" "'D im5 "991 A: In ISM /24/12 Two RENTON .0 ESM 13 DOVER °I DATUM •*^�� Planning /Building /Public Works Dept. IF Iq! CHE Hill REVISION BY DATE APPR HERITAGE PLAT SANITARY SEWER EXTENSION 04/23/20111 PHASE 1 (LIBERTY HIGH SCHOOL) oxwc xu LEGEND AND GENERAL NOTES LG -01 Git3L - 3ro9133