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Home My WebLink AboutS-362149w z U w 'o X IL G N Xi o_ U) Z W X W cr W W I"— _U J O O U Q LEGEND ROADWAY ROADWAY CENTERLINE PROPERTY / LOT LINE RIGHT -OF -WAY BOUNDARY LINE EASEMENT LINE BUILDING SETBACK LINE ROLLED CURB AND GUTTER VERTICAL CURB AND GUTTER CONTOUR (MINOR) CONTOUR (MAJOR) FOOTING DRAIN FLOWPATH SPOT ELEVATION TOP/TOE OF SLOPE CONCRETE SIDEWALK CONCRETE BLOCK WALL ROCKERY BARRICADE BOLLARDS MAILBOX DOWNSPOUTS STORY DRAINAGE CATCH BASIN TYPE 1 W /GRATE CATCH BASIN TYPE 1 W /SOUD UD CATCH BASIN TYPE 2 W /GRATE CATCH BASIN TYPE 2 W /SOLID LID STORM DRAIN MANHOLE BEEHIVE MANHOLE YARD DRAIN (ROUND LID) YARD DRAIN STORM DRAIN CLEAN -OUT STORM DRAIN PIPE ROOF DRAIN SO SERVICE 6" CPEP WITH INVERT O END OF PIPE SANITARY SEM La SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER GRAVITY SANITARY SEWER FORCE MAIN - -- 820 - -- e 0 C� c•- O O 0 e La D STRAIGHT /RIGHT TURN ARROW 4 $ LEFT /RIGHT TURN ARROW a M STRAGHT /LEFT /RIGHT TURN ARROW + + LEFT TURN ARROW •1 41 my A 0 STRAIGHT ARROW e 0 C� c•- O O 0 e III �Ds 0 0ccs -FM •o• O • 0 TRAFM STRAIGHT /RIGHT TURN ARROW La D STRAIGHT /RIGHT TURN ARROW 4 III �Ds 0 0ccs -FM •o• O • 0 TRAFM STRAIGHT /RIGHT TURN ARROW La WETLAND FLAG STRAIGHT /RIGHT TURN ARROW 4 $ LEFT /RIGHT TURN ARROW M M STRAGHT /LEFT /RIGHT TURN ARROW + + LEFT TURN ARROW •1 41 RIGHT TURN ARROW A 0 STRAIGHT ARROW t t HANDICAP PARKING L'- Q BIKE LANE oia TRAFFIC SIGN .-- .I-► INFORMATION SIGN -r T STREET LIGHT 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. I EXISTING FEATURES 01 WETLAND WITH BUFFER T.E.S.C.P. — — — CLEARING LIMITS X— FILTER FABRIC FENCE ' CUTOFF SWALE --E— INTERCEPTOR DITCH -- Er - -0-- N.G.P.E. FENCE CONSULTING 33 W BMAene S. Suit GPI SN EERS LLC WARNING: F�alWW.WA300W I ®I ®I�TI THE UTILITY LOCATIONS SHOWN 7JOB amcivil.com3°'m" I 1^° u°"^9•ma�rt I Wna�anningcnnmwn ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. #1655- 001 -011 ROCK CHECK DAM SEDIMENT FILTER STRAW BALE GRAVEL CONE RIP RAP PAD CONSTRUCTION ENTRANCE 5 NO. STREAM WITH BUFFER SURVEY 19 PROPOSED MONUMENT IN CASE ® FOUND MONUMENT IN CASE @)oN PROPOSED MONUMENT (AS DEFINED) Vom FOUND MONUMENT (AS DEFINED) A DELTA (R) RADIAL BEARING < > (NR) NON— RADIAL BEARING L ARC LENGTH ABBREVIATIONS 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 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. 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 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 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 NIS NOT TO SCALE REMOVE DUST AND DEBRIS FROM PAVEMENT AREA AS DIRECTED BIN 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/q CENTERLINE PP POWER POLE AND REPLACE AS NECESSARY. CUR CLEAR PVI POINT OF VERTICAL INTERSECTION 7. PAVEMENT MARKINGS (E.G. LANE LINE BUTTONS OR PAINT, STOP BARS, CROSSWALKS, ETC. ) DAMAGED OR REMOVED DURING CMP CORRUGATED METAL PIPE 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 cow 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. CF CUBIC FEET 2. 8" SEWER FORCE MAIN SHALL BE C900 CLASS 200 PIPE RR RAILROAD MATERIAL. CFS CUBIC FEET PER SECOND 3. GRAVITY SANITARY SEWER PIPE MATERIAL, R RADIUS PVC SDR35 - 4' TO 15' OF COVER - 18 "0 OR LESS DC DEGREE OF CURVATURE RED REDUCER • PVC C905 DR21 - OVER 18 "0 • PVC C900 - LESS THAN 4' OF COVER DI DUCTILE IRON REINF REINFORCED • PVC C900 - OVER 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 STAE PLANE COORDINATE SYSTEM .NORTH EDP 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 SS SANITARY SEWER ELEVATION = 408.64 EVC END VERTICAL CURVE STA STATION #2088 CASE MONUMENT WITH A" BRASS DISC AT THE INTERSECTION EXIST EXISTING SE 142ND PLACE AND 156TH AVENUE SE. STD STANDARD ELEVATION = 372.34 FDC FIRE DEPARTMENT CONNECTION TIC TOP OF CURB CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS ARE REVERSED FG FINISH GRADE FOR TEL TELEPHONE 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 136TH ST AND 168TH AVENUE SE. FL/TL FLOWUNE TOW/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 FM FORCE MAIN ASPHALT. W WEST N 178031.6592, E 1322625.8698, ELEVATION = 454.97 GA GAUGE W/ WITH GALV GALVANIZED W/O WITHOUT GI GALVANIZED IRON WSS WATER SAMPLING STATION GV GATE VALVE CHECKED FOR COMPLIANCE TO CITY STANDARDS S=362 149 RECORD DRAWING !Em t ISSAQUAH SCHOOL DISTRICT �w' CITY OF 1 11 12 NM xowzoxru: 'MD „��,�, Q4 na 12 BNO R E N TO N SANITARY SEWER EXTENSION - P2 10 1z D — 13 aE «co -- Planning /Building /Public woks Deft. LEGEND AND GENERAL NOTES REVISION DATE APPR IF WT ac ixcx /PRIOhIX $fllE MCgAIHiT Jy�y�� \• /� V hJC LG -01 La WETLAND FLAG - POWER POLE W /DROP LINE & LIGHT {'- BIKE RACK _; POWER POLE W /DROP LINE, LIGHT & TRANSFORMER !i DEBRIS PILE POWER POLE W /DROP LINE & TRANSFORMER FIRE PIT. POWER POLE W /UGHT BOLLARD _ POWER POLE W /LIGHT & TRANSFORMER - HORSE SHOE PIT POWER POLE MAILBOX POWER POLE W/TRANSFORMER n' MILE POST MARKER PAD MOUNTED TRANSFORMER - SOIL LOG POWER VAULT /MANHOLE „ SIGN rl SIGNAL CONTROL BOX - - SEPTIC DISTRIBUTION BOX SIGNAL JUNCTION BOX SANITARY SEWER STUB MARKER POST TRAFFIC PEDESTRIAN POLE s "• - 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 TI'.: CATCH BASIN TELEPHONE GUY ANCHOR CABLE TV MARKER POST _ TELEPHONE ANCHOR POLE (I CABLE TV RISER P TELEPHONE JUNCTION BOX (UG) I: SATELLITE DISH _. TELEPHONE MANHOLE LUMINAIRE W /ARM TELEPHONE STUB MARKER POST ^y. LUMINAIRE TELEPHONE POLE }?- LANDSCAPE LIGHT TELEPHONE RISER Yl YARD LIGHT (UNDER 10' TALL) FIRE DEPT CONNECTION L GAS STUB MARKER POST HOSE BIB = GAS VALVE .. IRRIGATION CONTROL VALVE OIL FILLER CAP _. WATER MANHOLE Pr GUY ANCHOR _ WATER STUB MARKER POST GUY POLE .,. MONITORING WELL e=� POWER GRATE POST INDICATOR VALVE ELECTRICAL JUNCTION PULL/BOX SPRINKLER HEAD ELECTRICAL STUB MARKER POST WATER VAULT L�l ELECTRICAL METER ', WATER WELL D GAS GUARD RAIL oil OIL - - ❑ - - -- - -- FENCE, BOARD R POWER (BURIED) ---- > < - - - - -- FENCE, BARB -WIRE — P — — POWER (AERIAL) FENCE, CHAIN -UNK - - O - Fo FIBER OPTICS - - -- FENCE, ELECTRIC T TELEPHONE (BURIED) FENCE HOG WIRE — — T — — TELEPHONE (AERIAL) ------ - - ---- FENCE, SPLIT RAIL c TV CABLE (BURIED) - -- - FENCE, WIRE — — o — TV CABLE (AERIAL) - - - -Q - -- - -- FENCE WROUGHT IRON CREEK OR STREAM CENTERLINE RAILROAD TRACKS 01 WETLAND WITH BUFFER T.E.S.C.P. — — — CLEARING LIMITS X— FILTER FABRIC FENCE ' CUTOFF SWALE --E— INTERCEPTOR DITCH -- Er - -0-- N.G.P.E. FENCE CONSULTING 33 W BMAene S. Suit GPI SN EERS LLC WARNING: F�alWW.WA300W I ®I ®I�TI THE UTILITY LOCATIONS SHOWN 7JOB amcivil.com3°'m" I 1^° u°"^9•ma�rt I Wna�anningcnnmwn ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. #1655- 001 -011 ROCK CHECK DAM SEDIMENT FILTER STRAW BALE GRAVEL CONE RIP RAP PAD CONSTRUCTION ENTRANCE 5 NO. STREAM WITH BUFFER SURVEY 19 PROPOSED MONUMENT IN CASE ® FOUND MONUMENT IN CASE @)oN PROPOSED MONUMENT (AS DEFINED) Vom FOUND MONUMENT (AS DEFINED) A DELTA (R) RADIAL BEARING < > (NR) NON— RADIAL BEARING L ARC LENGTH ABBREVIATIONS 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 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. 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 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 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 NIS NOT TO SCALE REMOVE DUST AND DEBRIS FROM PAVEMENT AREA AS DIRECTED BIN 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/q CENTERLINE PP POWER POLE AND REPLACE AS NECESSARY. CUR CLEAR PVI POINT OF VERTICAL INTERSECTION 7. PAVEMENT MARKINGS (E.G. LANE LINE BUTTONS OR PAINT, STOP BARS, CROSSWALKS, ETC. ) DAMAGED OR REMOVED DURING CMP CORRUGATED METAL PIPE 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 cow 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. CF CUBIC FEET 2. 8" SEWER FORCE MAIN SHALL BE C900 CLASS 200 PIPE RR RAILROAD MATERIAL. CFS CUBIC FEET PER SECOND 3. GRAVITY SANITARY SEWER PIPE MATERIAL, R RADIUS PVC SDR35 - 4' TO 15' OF COVER - 18 "0 OR LESS DC DEGREE OF CURVATURE RED REDUCER • PVC C905 DR21 - OVER 18 "0 • PVC C900 - LESS THAN 4' OF COVER DI DUCTILE IRON REINF REINFORCED • PVC C900 - OVER 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 STAE PLANE COORDINATE SYSTEM .NORTH EDP 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 SS SANITARY SEWER ELEVATION = 408.64 EVC END VERTICAL CURVE STA STATION #2088 CASE MONUMENT WITH A" BRASS DISC AT THE INTERSECTION EXIST EXISTING SE 142ND PLACE AND 156TH AVENUE SE. STD STANDARD ELEVATION = 372.34 FDC FIRE DEPARTMENT CONNECTION TIC TOP OF CURB CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS ARE REVERSED FG FINISH GRADE FOR TEL TELEPHONE 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 136TH ST AND 168TH AVENUE SE. FL/TL FLOWUNE TOW/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 FM FORCE MAIN ASPHALT. W WEST N 178031.6592, E 1322625.8698, ELEVATION = 454.97 GA GAUGE W/ WITH GALV GALVANIZED W/O WITHOUT GI GALVANIZED IRON WSS WATER SAMPLING STATION GV GATE VALVE CHECKED FOR COMPLIANCE TO CITY STANDARDS S=362 149 RECORD DRAWING !Em t ISSAQUAH SCHOOL DISTRICT �w' CITY OF 1 11 12 NM xowzoxru: 'MD „��,�, Q4 na 12 BNO R E N TO N SANITARY SEWER EXTENSION - P2 10 1z D — 13 aE «co -- Planning /Building /Public woks Deft. LEGEND AND GENERAL NOTES REVISION DATE APPR IF WT ac ixcx /PRIOhIX $fllE MCgAIHiT Jy�y�� \• /� V hJC LG -01