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HomeMy WebLinkAboutS-361631w a z w 0 o' o_ LEGEND EXISTING PROPOSED EXISTING FEATURES ABBREVI /kTIONS ROADWAY GENERAL NOTES: ROADWAY CENTERLINE 0 WETLAND FLAG POWER POLE W /DROP LINE & LIGHT PROPERTY / LOT LINE ._ B DROP LINE, LIGHT &TRANSFORMER 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE BIKE RACK POWER POLE W / LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF RIGHT —OF —WAY .. .. — ________— AVE AVENUE ID INSIDE DIAMETER RENTON PUBLIC WORKS DEPARTMENT AND THE 2008 EDITION OF BOUNDARY LINE ... �) DEBRIS PILE -y- POWER POLE W /DROP LINE &TRANSFORMER AC ASBESTOS CEMENT PIPE IE INVERT ELEVATION THE WSDOT APWA STANDARDS AND SPECIFICATIONS, AS EASEMENT LINE - — — — — - - — — — — - FIRE PITT POWER POLE W /LIGHT ADJ ADJACENT APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE IN INCHES RENTON STANDARD PLANS & SPECIFICATIONS. SOME STANDARD BUILDING SETBACK LINE ---------------- - - - - -- ------------ - - - - -- BOLLARD - POWER POLE W /LIGHT & TRANSFORMER ALUM ALUMINUM L LENGTH DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THE CONTRACT. ROLLED CURB AND GUTTER — HORSE SHOE PIT -o- POWER POLE THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED ANSI AMERICAN NATIONAL STANDARDS INSTITUTE IN THE CONTRACT DOCUMENTS. A SET OF APPROVED PLANS VERTICAL CURB AND GUTTER --- - "' -- a MAILBOX Q POWER POLE W/TRANSFORMER LB POUNDS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. CONTOUR MINOR - -- < - -- -_- -- at2 -- AP ANGLE POINT LF LINEAL FEET (MINOR) ro' MILE POST MARKER PAD MOUNTED TRANSFORMER 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTOUR (MAJOR) azo - -- -- azo -- ASPH ASPHALT MAX MAXIMUM AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY FOOTING DRAIN FLOWPATH z .. -G- SOIL LOG L_v_7 POWER VAULT /MANHOLE ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR .-. ------ "" - -_ -- -_ -II "' —�'— ' -�' DISTURBANCE. FOR UTILITY LOCATES CALL 800- 424 -5555 OR J 5 SPOT ELEVATION xg2� L; SIGN X SIGNAL CONTROL BOX ASSY ASSEMBLY MH MANHOLE 811) A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION. O - O TOP/TOE OF SLOPE .j I M, SEPTIC DISTRIBUTION BOX i_I SIGNAL JUNCTION BOX BF BUND FLANGE MIN MINIMUM 3. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE — CONSTRUCTION MEETING. ANY SANITARY SEWER STUB MARKER POST TRAFFIC PEDESTRIAN POLE U CONCRETE SIDEWALK E: "�� ? ?I 0 BLDG BUILDING MJ MECHANICAL JOINT MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL CONCRETE BLOCK WALL s1b SEPTIC VENT ?_ -__ - -- TRAFFIC SIGNAL POLE BLK BLOCK MISC MISCELLANEOUS BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION. W ROCKERY OLODD STORM PIPE INLET /OUTLET TRAFFIC SIGNAL POLE W /LIGHT BO BLOW OFF N NORTH 4. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON J STANDARD DETAILS UNLESS OTHERWISE NOTED. Q BARRICADE STORM DRAIN STUB MARKER POST 5 FIBER OPTIC MANHOLE BOW /BW BOTTOM OF WALL NO NUMBER Q BOLLARDS .n ROOF DRAIN FIBER OPTIC STUB MARKER POST BVC BEGIN VERTICAL CURVE NTS NOT TO SCALE 5 CONTRACTOR REMOVE DUST S S STREET SWEEPER TAND DEBRIS PAVEMENTAREAAS EDIREC ED c MAILBOX N 0 o CATCH BASIN Fc TELEPHONE GUY ANCHOR BW BACK OF WALK OC ON CENTER BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE c DOWNSPOUTS o p .416' PERMITTED. Oj CABLE TV MARKER POST y1 TELEPHONE ANCHOR POLE CTR CENTER OD OUTSIDE DIAMETER STORM DRAINAGE 6. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR O CATCH BASIN TYPE 1 W /GRATE CABLE N RISER [i.{ TELEPHONE JUNCTION BOX (UG) CB CATCH BASIN OHW ORDINARY HIGH WATER SHALL PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL CATCH BASIN TYPE t W /SOLID UD :ol CI CAST IRON STORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR D, SATELLITE DISH a TELEPHONE MANHOLE PI POINT OF INTERSECTION SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS QCATCH BASIN TYPE 2 W /GRATE 0' LUMINAIRE W /ARM TELEPHONE STUB MARKER POST CL /CE CENTERUNE PP POWER POLE AND REPLACE AS NECESSARY. CATCH BASIN TYPE 2 W /SOUR LID © LUMINAIRE TELEPHONE POLE CUR CLEAR PVI POINT OF VERTICAL INTERSECTION 7. PAVEMENT MARKINGS E.G. LANE LINE BUTTONS OR PAINT, STOP - ?�- -O STORM DRAIN MANHOLE O O BARS, CROSSWALKS, ETC.) DAMAGED OR REMOVED DURING M BEEHIVE MANHOLE LANDSCAPE LIGHT a TELEPHONE RISER CMP CORRUGATED METAL PIPE PE POLYETHYLENE CONSTRUCTION SHALL BE REPLACED IN KIND. YARD DRAIN (ROUND LID) YARD LIGHT (UNDER 10' TALL) V FIRE DEPT CONNECTION CO CLEANOUT PERF PERFORATED Z YARD DRAIN au v GAS STUB MARKER POST HOSE BIB CONIC CONCRETE PVC POLYVINYL CHLORIDE O STORM DRAIN CLEAN -OUT C oho i1, GAS VALVE II, IRRIGATION CONTROL VALVE C CONDUIT PVMT PAVEMENT (n STORM DRAIN PIPE o oc�. OIL FILLER CAP (D WATER MANHOLE CONN CONNECTION PVT POINT OF VERTICAL TANGENCY W ROOF DRAIN -- - - - - -- CONTR CONTRACTOR PC POINT OF CURVATURE re- GUY ANCHOR ny WATER STUB MARKER POST SO SERVICE 6" CPEP WITH CONT CONTINUED PT POINT OF TANGENCY NOTE: X INVERT 0 END OF PIPE o P JI GUY POLE ' "1i MONITORING WELL a,v CY CUBIC YARDS QTY QUANTITY LL) POWER GRATE O POST INDICATOR VALVE i. LOT LINES ARE BASED ON GIS INFORMATION AND ARE FOR cc �� SEWER CL CLASS RET RETAINING GENERAL INFORMATION ONLY. LLI SANITARY SEWER MANHOLE 0 Os • �. ELECTRICAL JUNCTION PULL/BOX SPRINKLER HEAD 2. 2" SEWER FORCE MAIN SHALL BE HOPE SDR 11 PIPE MATERIAL. cos CF CUBIC FEET RR RAILROAD 3. GRAVITY SANITARY SEWER PIPE MATERIAL: SANITARY SEWER CLEANOUT O o O U ELECTRICAL STUB MARKER POST WATER VAULT • PVC SDR35 - 4' TO 15' OF COVER W SANITARY SEWER GRAVITY CFS CUBIC FEET PER SECOND R RADIUS . PVC C900 - LESS THAN 4' OF COVER `v5 ELECTRICAL METER ,�',�- WATER WELL U) SANITARY SEWER FORCE MAIN -FU — DC DEGREE OF CURVATURE RED REDUCER PVC C900 - OVER 15' OF COVER Q e GAS -- :r - - --,� GUARD RAIL DI DUCTILE IRON REINF REINFORCED U) TRAFFIC OIL _____- __0 - _._._..___ FENCE, BOARD DIA /0 DIAMETER REQ REQUIRED STRAIGHT /RIGHT TURN ARROW' A P POWER (BURIED) - - - - - -- FENCE, BARB -WIRE STRAIGHT /RIGHT TURN ARROW 4 DOT DEPARTMENT OF TRANSPORTATION R/W RIGHT OF WAY LEFT /RIGHT TURN ARROW,' 4110 — — P — — POWER (AERIAL) --- - - - - -- - - - - -- FENCE, CHAIN-LINK DIM DIMENSION S SOUTH SURVEY DATUM: STRAIGHT /LEFT /RIGHT TURN ARROW + Q+• - -- -FO -" - --- FIBER OPTICS ----- ��, - - - -- FENCE, ELECTRIC DWGS DRAWINGS SCH SCHEDULE HORIZONTAL DATUM: LEFT TURN ARROW `s ti T TELEPHONE (BURIED) ------ - -< > -- FENCE HOG WIRE D DRAIN SO STORM DRAIN NAD83(91) WASHINGTON STAE PLANE COORDINATE SYSTEM NORTH RIGHT TURN ARROW fl, — — T — — TELEPHONE (AERIAL) - - - - - -= --- - ---- FENCE, SPLIT RAIL EOP EDGE OF PAVEMENT SF SQUARE FEET ZONE STRAIGHT ARROW t t c N CABLE (BURIED) ----- ---- X - - - - -- FENCE, WIRE E FAST SHT SHEET VERTICAL DATUM: HANDICAP PARKING d;. & NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS BIKE LANE USU C c N CABLE (AERIAL) - - - - -- o -- FENCE WROUGHT IRON ELEV ELEVATION SPECS SPECIFICATIONS 1� #1909 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION TRAFFIC SIGN e�,- l— - --- - CREEK OR STREAM CENTERLINE i-- RAILROAD TRACKS EL ELEVATION SO SQUARE OF SE 139th PLACE AND 156TH AVENUE SE. INFORMATION SIGN -� T ( 1 l _ � � ELEC ELECTRICAL SS SANITARY SEWER ELEVATION = 408.64 STREET LIGHT WETLAND WITH BUFFER ---- -- _ �� STREAM WITH BUFFER EVC END VERTICAL CURVE STA STATION SE 142ND PLACE AND 156TH AVENUE SE. #2088 CASE MONUMENT WITH A" BRASS DISC AT THE INTERSECTION i EXIST EXISTING STD STANDARD ELEVATION = 372.34 T.E.S.C.P. SURVEY FDC FIRE DEPARTMENT CONNECTION TC TOP OF CURB CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS ARE REVERSED FOR CONSTRUCTION SEQUENCE: ° ° ° ° CLEARING LIMITS B PROPOSED MONUMENT IN CASE FG FINISH GRADE TEL TELEPHONE BENCHMARKS #2088 AND #1909 FIG FIGURE THIRD THREADED t. THE CONTRACTOR SHALL COMPLETE THE INSTALLATION OF THE X FILTER FABRIC FENCE ® FOUND MONUMENT IN CASE SITE CONTROL: FIN FINISHED THIRD THROUGH ESM CONTROL POINT LOCATED 27' NW OF THE INTERSECTION OF SE SANITARY SEWER LINES WITHIN ONLY ONE ROADWAY BLOCK AT A "ash .f. CUTOFF SWALE OoM PROPOSED MONUMENT (AS DEFINED) 136TH ST AND 168TH AVENUE SE. TIME AND SHALL COMPLETE THE TEMPORARY HOT -MIX ASPHALT FL /TL FLOWLWE TOW /TW TOP OF WALL N 178033.9669, E 1323118.6406, ELEVATION = 466.25 RESTORATION OF EACH ROADWAY BLOCK BEFORE BEGINNING INTERCEPTOR DITCH @oM FOUND MONUMENT (AS DEFINED) FL FLANGE WORK IN ANOTHER BLOCK.''...., TYP TYPICAL ESM CONTROL POINT LOCATED 511' WEST OF THE INTERSECTION OF p - - -p-- 2. TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE N.G.P.E. FENCE FT FEET VERT VERTICAL SE 136TH ST AND 168TH AVENUE SE ON THE SOUTHERLY EDGE OF D DELTA ASPHALT. SHALL BE ACCOMPLISHED BY USING HOT -MIX ASPHALT (HMA). ® ROCK CHECK DAM FM FORCE MAIN W WEST N 178031.6592,E 1322625.8698, ELEVATION = 454.97 STEEL PLATES MAY BE USED OVERNIGHT TO COVER THE LAST (R) RADIAL BEARING < > SECTION OF TRENCH. STEEL PLATES MUST BE PINNED DOWN ® SEDIMENT FILTER GA GAUGE W/ WITH AND ASPHALT RAMPS/WEDGES MUST BE PLACED AROUND THE STRAW BALE (NR) NON- RADIAL BEARING GALV GALVANIZED W/O WITHOUT PLATES. STEEL PLATES SHALL NOT BE USED ON STEEP GRADES OR WHERE STEEL PLATES PRESENT A ROADWAY HAZARD. GRAVEL CONE L ARC LENGTH GI GALVANIZED IRON WSS WATER SAMPLING STATION RIP RAP PAD GV GATE VALVE CHECKED FOR COMPLIANCE TO CITY STANDARDS CONSTRUCTION ENTRANCE Sm361631 K SST / O� 0 FIRST sLmrTTAL am /04/12 sumEVm: seu& ..m NRw lose aTE CONSULTING ENGINEERS lLC ` 4pE i WARNING: "81S330S"� 1® 1 ®1 � I y t MYLAR SUBMrrzAL ESM m is N� OPoNN b WN 19&/1991 �' >= CITY OF ISD SEWER EXTENSION - P3 05/01/201 F O.WW.WA OESIf.NEO: MREEMK: F:eae.m w.r, Wnseooa era (MAYWOOD MIDDLE SCHOOL) Www.esmcivil.com I �°°°� osnxN: .0 RENTON PAGE THE UTILITY LOCATIONS SHOWN 9X mN a: �' sNe DATUM "'`w "_" I =" I "NN <�" /eT's° Tf Fvu "`�� Planning /Building /Public Works Dept. LEGEND AND GENERAL NOTES LG -01 ARE APPROXIMATE ONLY. DEPTH 1 S� p.l �` � IF NOT ONE INC. UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 S i l� NO. REVISION BY DATE APPR 0R0H0" O 2 w18