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Home My WebLink AboutWWP2703621.76w Q z C) w 0 ry 12 w z 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 EXISTING PROPOSED - - - - - - - - - - - - - - - - EXISTING WETLAND FLAG BIKE RACK DEBRIS PILE FIRE PIT BOLLARD HORSE SHOE PIT MAILBOX FEATURES POWER POLE W/DROP LINE & LIGHT POWER POLE W/DROP LINE, LIGHT & TRANSFORMER POWER POLE W/DROP LINE & TRANSFORMER POWER POLE W/LIGHT POWER POLE W/LIGHT & TRANSFORMER POWER POLE POWER POLE W/TRANSFORMER CONTOUR (MINOR) -- 812 -- MILE POST MARKER PAD MOUNTED TRANSFORMER CONTOUR (MAJOR) - - - 820- - - -- SOIL LOG POWER VAULT/MANHOLE FOOTING DRAIN FLOWPATH �— i N � 5k Z SIGN SIGNAL CONTROL BOX SPOT ELEVATION X 1 1 1 �_-____ SEPTIC DISTRIBUTION BOX SIGNAL JUNCTION BOX z TOP/TOE OF SLOPE _1__-- _1_ O CONCRETE SIDEWALK _ _ SANITARY SEWER STUB MARKER POST TRAFFIC PEDESTRIAN POLE () CONCRETE BLOCK WALL SEPTIC VENT TRAFFIC SIGNAL POLE Z ROCKERY STORM PIPE INLET/OUTLET TRAFFIC SIGNAL POLE W/LIGHT W I` BARRICADE STORM DRAIN STUB MARKER POST FIBER OPTIC MANHOLE BOLLARDS • W ROOF DRAIN FIBER OPTIC STUB MARKER POST MAILBOX Ir CATCH BASIN TELEPHONE GUY ANCHOR DOWNSPOUTS o W �j CABLE TV MARKER POST TELEPHONE ANCHOR POLE STORM DRAINAGE W CATCH BASIN TYPE 1 W/GRATE CABLE TV RISER TELEPHONE JUNCTION BOX (UG) () CATCH BASIN TYPE 1 W/SOLID LID SATELLITE DISH TELEPHONE MANHOLE I-- U CATCH BASIN TYPE 2 W/GRATE LUMINAIRE W/ARM TELEPHONE STUB MARKER POST _ CATCH BASIN TYPE 2 W/SOLID LID LUMINAIRE TELEPHONE POLE STORM DRAIN MANHOLE U7 BEEHIVE MANHOLE LANDSCAPE LIGHT TELEPHONE RISER 0 YARD DRAIN (ROUND LID) YARD LIGHT (UNDER 10' TALL) FIRE DEPT CONNECTION YARD DRAIN GAS STUB MARKER POST HOSE BIB O O STORM DRAIN CLEAN -OUT GAS VALVE IRRIGATION CONTROL VALVE STORM DRAIN PIPE r OIL FILLER CAP WATER MANHOLE U ROOF DRAIN W GUY ANCHOR WATER STUB MARKER POST SD SERVICE 6" CPEP WITH = INVERT 0 END OF PIPE GUY POLE MONITORING WELL < POWER GRATE POST INDICATOR VALVE SANITARY SEWER 0 SANITARY SEWER MANHOLE ELECTRICAL JUNCTION PULL/BOX SPRINKLER HEAD Q SANITARY SEWER CLEANOUT O ELECTRICAL STUB MARKER POST WATER VAULT U7 W SANITARY SEWER GRAVITY y ELECTRICAL METER WATER WELL - SANITARY SEWER FORCE MAIN GAS GUARD RAIL TRAFFIC OIL FENCE, BOARD STRAIGHT/RIGHT TURN ARROW * 4 4 POWER (BURIED) FENCE, BARB -WIRE STRAIGHT/RIGHT TURN ARROW LEFT/RIGHT TURN ARROW V V POWER (AERIAL) FENCE, CHAIN -LINK STRAIGHT/LEFT/RIGHT TURN ARROW + + FIBER OPTICS FENCE, ELECTRIC LEFT TURN ARROW f1 �1 TELEPHONE (BURIED) FENCE HOG WIRE RIGHT TURN ARROW TELEPHONE (AERIAL) FENCE, SPLIT RAIL STRAIGHT ARROW t t TV CABLE (BURIED) FENCE, WIRE HANDICAP PARKING & & TV CABLE (AERIAL) FENCE WROUGHT IRON BIKE LANE 040 TRAFFIC SIGN CREEK OR STREAM CENTERLINE RAILROAD TRACKS INFORMATION SIGN T STREET LIGHT I I WETLAND WITH BUFFER STREAM WITH BUFFER T.E.S.C.P. SURVEY CONSTRUCTION SEQUENCE: CLEARING LIMITS PROPOSED MONUMENT IN CASE --mac— FILTER FABRIC FENCE FOUND MONUMENT IN CASE 1. THE CONTRACTOR SHALL COMPLETE THE INSTALLATION OF THE A SANITARY SEWER LINES WITHIN ONLY ONE ROADWAY BLOCK AT A CUTOFF SWALE OoM PROPOSED MONUMENT (AS DEFINED) TIME AND SHALL COMPLETE THE TEMPORARY HOT -MIX ASPHALT RESTORATION OF EACH ROADWAY BLOCK BEFORE BEGINNING 0 INTERCEPTOR DITCH @0m FOUND MONUMENT (AS DEFINED) WORK IN ANOTHER BLOCK. - —0— — —❑— — N.G.P.E. FENCE 2. TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE SHALL BE ACCOMPLISHED BY USING HOT —MIX ASPHALT (HMA). ® ROCK CHECK DAM DELTA STEEL PLATES MAY BE USED OVERNIGHT TO COVER THE LAST ® SEDIMENT FILTER (R) RADIAL BEARING < > SECTION OF TRENCH. STEEL PLATES MUST BE PINNED DOWN AND ASPHALT RAMPS/WEDGES MUST BE PLACED AROUND THE (NR) NON —RADIAL BEARING PLATES. STEEL PLATES SHALL NOT BE USED ON STEEP GRADES ® STRAW BALE OR WHERE STEEL PLATES PRESENT A ROADWAY HAZARD. GRAVEL CONE L ARC LENGTH ® RIP RAP PAD CONSTRUCTION ENTRANCE WARNING: THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1-800-424-5555. ENGINEERS ®811S333rdStreeG ILLC I ® I Bldg C, Suite 210 I Federal Way, WA 98003 FEDERAL WAY (233) 838-8113 www.esmcivil.com EVERETT (425) 297-9900 ELLENSBURG (509) 962-2608 Civil Engineering Land Surveying Land Planning Public Works I Project Management ( Landscape Architecture ESM JOB # 1655-001-011 IL Qk 5 STE`'"� Sj AL'\ ' I) 0 FIRST SUBMITTAL ESM 12/08 11 1 SECOND SUBMITTAL ESM I 01 04 12 2 MYLAR SUBMITTAL ESM 01/11/12 N0. REVISION AVE AVENUE ID INSIDE DIAMETER AC ASBESTOS CEMENT PIPE IE INVERT ELEVATION ADJ ADJACENT IN INCHES ALUM ALUMINUM L LENGTH ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LB POUNDS AP ANGLE POINT LF LINEAL FEET ASPH ASPHALT MAX MAXIMUM ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER ASSY ASSEMBLY MH MANHOLE BF BLIND FLANGE MIN MINIMUM BLDG BUILDING MJ MECHANICAL JOINT BLK BLOCK MISC MISCELLANEOUS BO BLOW OFF N NORTH BOW/BW BOTTOM OF WALL NO NUMBER BVC BEGIN VERTICAL CURVE NTS NOT TO SCALE BW BACK OF WALK OC ON CENTER CTR CENTER OD OUTSIDE DIAMETER CB CATCH BASIN OHW ORDINARY HIGH WATER CI CAST IRON PI POINT OF INTERSECTION CL/� CENTERLINE PP POWER POLE CLR CLEAR PVI POINT OF VERTICAL INTERSECTION CMP CORRUGATED METAL PIPE PE POLYETHYLENE 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 CY CUBIC YARDS QTY QUANTITY CL CLASS RET RETAINING CF CUBIC FEET RR RAILROAD CFS CUBIC FEET PER SECOND R RADIUS DC DEGREE OF CURVATURE RED REDUCER 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 SD STORM DRAIN EOP 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 FIG FINISH GRADE TEL TELEPHONE FIG FIGURE THIRD THREADED FIN FINISHED THRU THROUGH FL/FL FLOWLINE TOW/TW TOP OF WALL FL FLANGE TYP TYPICAL FT FEET VERT VERTICAL FM FORCE MAIN W WEST GA GAUGE W/ WITH GALV GALVANIZED W/0 WITHOUT GI GALVANIZED IRON WSS WATER SAMPLING STATION GV GATE VALVE SURVEYED: DESIGNED: am DRAWN: CHECKED: AP P R I APPROVED SCALE: VERTICAL: NAVD 1988 Nm HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY GENERAL NOTES: 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE 2008 EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. SOME STANDARD DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THE CONTRACT. THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED IN THE CONTRACT DOCUMENTS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 800-424-5555 (OR 81 1) A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION. 3. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. ANY MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION. 4. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON STANDARD DETAILS UNLESS OTHERWISE NOTED. 5. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO REMOVE DUST AND DEBRIS FROM PAVEMENT AREA AS DIRECTED BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE PERMITTED. 6. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR SHALL PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL STORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS AND REPLACE AS NECESSARY. 7. PAVEMENT MARKINGS (E.G. LANE LINE BUTTONS OR PAINT, STOP BARS, CROSSWALKS, ETC.) DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. AIr1TC - 1. LOT LINES ARE BASED ON GIS INFORMATION AND ARE FOR GENERAL INFORMATION ONLY. 2. 8" SEWER FORCE MAIN SHALL BE C900 CLASS 200 PIPE MATERIAL. 3. GRAVITY SANITARY SEWER PIPE MATERIAL: • PVC SDR35 - 4' TO 15' OF COVER - 18" 0 OR LESS • PVC C905 DR21 - OVER 18"0 • PVC C900 - LESS THAN 4' OF COVER • PVC C900 - OVER 15' OF COVER SURVEY DATUM: HORIZONTAL DATUM: NAD83(91) WASHINGTON STAE PLANE COORDINATE SYSTEM NORTH ZONE VERTICAL DATUM: NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS #1909 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION OF SE 139th PLACE AND 156TH AVENUE SE. ELEVATION = 408.64 #2088 CASE MONUMENT WITH 'h-- BRASS DISC AT THE INTERSECTION SE 142ND PLACE AND 156TH AVENUE SE. ELEVATION = 372.34 CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS ARE REVERSED FOR BENCHMARKS #2088 AND #1909 SITE CONTROL: ESM CONTROL POINT LOCATED 27' NW OF THE INTERSECTION OF SE 136TH ST AND 168TH AVENUE SE. N 178033.9669, E 1323118.6406, ELEVATION = 466.25 ESM CONTROL POINT LOCATED 511' WEST OF THE INTERSECTION OF SE 136TH ST AND 168TH AVENUE SE ON THE SOUTHERLY EDGE OF ASPHALT. N 178031.6592, E 1322625.8698, ELEVATION = 454.97 S=362176 �= CITY OF RENTON Planning/Building/Public Works Dept. CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE: ISSAQUAH SCHOOL DISTRICT 01/11/12 SANITARY SEWER EXTENSION - P2 FIELDBOOK: PAGE: DRAWING NO: LEGEND AND GENERAL NOTES LG-O 1 SHEET: A 9F.1 Z