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Home My WebLink AboutWWP2703621.61FEND w a z F- U LL1 D 0 ry 0 0 U W m J T W i) Q CL z 0 U7 z w X W w W Q z Q U) Q CL !W V Q rr W 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 STORM DRAINAGE 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 MANHOLE BEEHIVE MANHOLE YARD DRAIN (ROUND LID) YARD DRAIN STORM DRAIN CLEAN -OUT STORM DRAIN PIPE ROOF DRAIN SD SERVICE 6" CPEP WITH INVERT 0 END OF PIPE PROPOSED 0 O 0 E, SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT O SANITARY SEWER GRAVITY S SANITARY SEWER FORCE MAIN FM ----------qw— TRAMC STRAIGHT/RIGHT TURN ARROW � t*" 1" STRAIGHT/RIGHT TURN ARROW 4 LEFT/RIGHT TURN ARROW �1/� M STRAIGHT/LEFT/RIGHT TURN ARROW + LEFT TURN ARROW RIGHT TURN ARROW STRAIGHT ARROW t t HANDICAP PARKING & & BIKE LANE 040 TRAFFIC SIGN +_ +�► INFORMATION SIGN T 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. WARNING: THE UTILITY LOCATIONS SHOWN w ARE APPROXIMATE ONLY. DEPTH z w I UNKNOWN. CALL 1-800-424-5555. U EXISTING FEATURES WETLAND FLAG POWER POLE W/DROP LINE & LIGHT 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 MAILBOX POWER POLE W/TRANSFORMER MILE POST MARKER PAD MOUNTED TRANSFORMER 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/LIGHT STORM DRAIN STUB MARKER POST FIBER OPTIC MANHOLE ROOF DRAIN FIBER OPTIC STUB MARKER POST CATCH BASIN TELEPHONE GUY ANCHOR CABLE TV MARKER POST TELEPHONE ANCHOR POLE CABLE TV RISER TELEPHONE JUNCTION BOX (UG) SATELLITE DISH TELEPHONE MANHOLE LUMINAIRE W/ARM TELEPHONE STUB MARKER POST LUMINAIRE TELEPHONE POLE LANDSCAPE LIGHT TELEPHONE RISER YARD LIGHT (UNDER 10' TALL) FIRE DEPT CONNECTION GAS STUB MARKER POST HOSE BIB GAS VALVE IRRIGATION CONTROL VALVE OIL FILLER CAP WATER MANHOLE GUY ANCHOR WATER STUB MARKER POST GUY POLE MONITORING WELL POWER GRATE POST INDICATOR VALVE ELECTRICAL JUNCTION PULL/BOX SPRINKLER HEAD ELECTRICAL STUB MARKER POST WATER VAULT ELECTRICAL METER WATER WELL GAS GUARD RAIL OIL FENCE, BOARD POWER (BURIED) FENCE, BARB -WIRE POWER (AERIAL) FENCE, CHAIN -LINK FIBER OPTICS FENCE, ELECTRIC TELEPHONE (BURIED) FENCE HOG WIRE TELEPHONE (AERIAL) FENCE, SPLIT RAIL TV CABLE (BURIED) FENCE, WIRE TV CABLE (AERIAL) FENCE WROUGHT IRON CREEK OR STREAM CENTERLINE RAILROAD TRACKS I WETLAND WITH BUFFER STREAM WITH BUFFER T.E.S.C.P. SURVEY CLEARING LIMITS 9 PROPOSED MONUMENT IN CASE FILTER FABRIC FENCE ® FOUND MONUMENT IN CASE CUTOFF SWALE OO OM PROPOSED MONUMENT (AS DEFINED) INTERCEPTOR DITCH OoM FOUND MONUMENT (AS DEFINED) —O— — —❑— — N.G.P.E. FENCE ® ROCK CHECK DAM DELTA ❑m SEDIMENT FILTER (R) RADIAL BEARING < > ® STRAW BALE (NR) NON -RADIAL BEARING GRAVEL CONE L ARC LENGTH RIP RAP PAD CONSTRUCTION ENTRANCE Kr� ® CONSULTING ENGINEERS L C 4 0 8th Avenue S. Suite 205 3 Federal Way, WA 98003 I® FEDERAL WAY (253) E3E-6113 1 } www.esmcivil.com EVERETT 425) 297-9900 Civil Engineering Land Surveying Land Planning GV Public Works I Project Management I Landscape Architecture SILL ESM JOB # 1352-020-01 1 0 FIRST SUBMITTAL ESM 1 05 11 1 SECOND SUBMITTAL ESM 2 06 12 2 SANITARY SEWER REVISION ESM /24/12 3 AS -BUILT SUBMITTAL ESM /23/13 REVISION BY DATE ABBREVIATIONS GENERAL NOTES: 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE AVE AVENUE LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF ID INSIDE DIAMETER 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 ORDISTURBANCE. ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER FOR UTILITY LOCATES CALL 800-424-5555 (OR ASSY ASSEMBLY MH MANHOLE 81 1) 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 STANDARD DETAILS UNLESS OTHERWISE NOTED. BOW/BW BOTTOM OF WALL NO NUMBER 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 STORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR CI CAST IRON PI POINT OF INTERSECTION SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS CL/(� 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 BARS, CROSSWALKS, ETC.) DAMAGED OR REMOVED DURING CMP CORRUGATED METAL PIPE 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 4' OF COVER OR GREATER THAN 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 SURVEY DATUM: DWGS DRAWINGS SCH SCHEDULE HORIZONTAL DATUM: D DRAIN SD STORM DRAIN NAD83(91) WASHINGTON STAE PLANE COORDINATE SYSTEM NORTH ZONE EOP EDGE OF PAVEMENT SF SQUARE FEET 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 h" BRASS DISC AT THE INTERSECTION SE 142ND PLACE AND 156TH AVENUE SE. EXIST EXISTING STD STANDARD ELEVATION = 372.34 FDC FIRE DEPARTMENT CONNECTION TIC TOP OF CURB CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS ARE REVERSED FOR FIG FINISH GRADE 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/E FLOWLINE 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 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=362 133 RECORD DRAWING SURVEYED: SCALE: DATE: VERTICAL: NAVD 1988 HERITAGE PLAT SANITARY SEWER EXTENSION 04/23/201 DESIGNED: N� HORIZONTAL: NAD 1983/1991 C l Y OF ON R E N TO N PHASE 1 (LIBERTY HIGH SCHOOL) AGES°°" DRAWN: Dow" DRAWING NO: DNE INCH DATUM g/ g� p CHECKED: , AT FULL sca_E Plannin Buildin Public Works Dept. LEGEND AND GENERAL NOTES LG-01 i.F NOT ONE INCH AP P R APPROVED SCALE ACCORDINGLY SHEET OF: 1 0l ,