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Home My WebLink AboutWWP2703621.18w Q z f-- 0 w 0 d LEGEND EXISTING PROPOSED EXISTING FEATURES ABBREVIATIONS ROADWAY GENERAL NOTE ROADWAY CENTERLINE -- WETLAND FLAG POWER POLE W/DROP LINE & LIGHT PROPERTY / LOT LINE 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE BIKE RACK POWER POLE W/DROP LINE, LIGHT & TRANSFORMER 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 POWER POLE W/DROP LINE &TRANSFORMER AC ASBESTOS CEMENT PIPE THE WSDOT APWA STANDARDS AND SPECIFICATIONS, AS IE INVERT ELEVATION / EASEMENT LINE -- _ _ _ — _ — _ FIRE PIT POWER POLE W/LIGHT APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE ADJ ADJACENT IN INCHES RENTON STANDARD PLANS & SPECIFICATIONS. SOME STANDARD BUILDING SETBACK LINE BOLLARD POWER POLE W/LIGHT & TRANSFORMER L LENGTH DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THE CONTRACT, ALUM ALUMINUM THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED ROLLED CURB AND GUTTER --- - ---- --- — - - — - - — � � — HORSE SHOE PIT POWER POLE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE IN THE CONTRACT DOCUMENTS. A SET OF APPROVED PLANS VERTICAL CURB AND GUTTER - --- ---- - LB POUNDS MAILBOX POWER POLE W/TRANSFORMER SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. CONTOUR (MINOR) AP ANGLE POINT LF LINEAL FEET :d. MILE POST MARKER PAD MOUNTED TRANSFORMER 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE CONTOUR (MAJOR) ASPH ASPHALT MAX MAXIMUM AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL LOG POWER VAULT/MANHOLE THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR FOOTING DRAIN FLOWPATH `.— .�,.. ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER N DISTURBANCE. FOR UTILITY LOCATES CALL 800-424-5555 (OR .� 54 SIGN SIGNAL CONTROL BOX W SPOT ELEVATION x ' ASSY ASSEMBLY MH MANHOLE 81 1) A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION. SEPTIC DISTRIBUTION BOX SIGNAL JUNCTION BOX BF BLIND FLANGE MIN MINIMUM 3. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE TOP/TOE OF SLOPE A < SANITARY SEWER STUB MARKER POST TRAFFIC PEDESTRIAN POLE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. ANY CONCRETE SIDEWALK - BLDG BUILDING MJ MECHANICAL JOINT MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL CONCRETE BLOCK WALL SEPTIC VENT TRAFFIC SIGNAL POLE BLK BLOCK MISC MISCELLANEOUS BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION. z ROCKERY 00aMODOODOOD STORM PIPE INLET/OUTLET TRAFFIC SIGNAL POLE W/LIGHT BO BLOW OFF N NORTH 4. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON O BARRICADE_-- - STORM DRAIN STUB MARKER POST FIBER OPTIC MANHOLE STANDARD DETAILS UNLESS OTHERWISE NOTED. - BOW/BW BOTTOM OF WALL NO NUMBER z MAILBOX BOLLARDS • ROOF DRAIN FIBER OPTIC STUB MARKER POST BVC BEGIN VERTICAL CURVE NTS NOT TO SCALE 5. REMOVETHE DUST U TTONDSDEBRISHALL SFROME A V PAVEMENT ACUUM RAREA EET SASEDIRECTPER ED w r; DOWNSPOUTS o p CATCH BASIN TELEPHONE GUY ANCHOR BW BACK OF WALK OC ON CENTER BY THE PERMITTED.ENGINEER. FLUSHING OF STREETS SHALL NOT BE x CABLE TV MARKER POST TELEPHONE ANCHOR POLE CTR CENTER OD OUTSIDE DIAMETER W STORM DRMWZE 6. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR CATCH BASIN TYPE 1 W/GRATE CABLE TV RISER TELEPHONE JUNCTION BOX (UG) CB CATCH BASIN OHW ORDINARY HIGH WATER SHALL PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL CATCH BASIN TYPE 1 W/SOLID LID 0 ClCAST IRON STORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR W SATELLITE DISH TELEPHONE MANHOLE PI POINT OF INTERSECTION SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS CATCH BASIN TYPE 2 W/GRATE ® LUMINAIRE W/ARM TELEPHONE STUB MARKER POST CL/� CENTERLINE PP POWER POLE AND REPLACE AS NECESSARY. W CATCH BASIN TYPE 2 W/SOLID LID O CLR CLEAR 7. PAVEMENT MARKINGS LANE LINE BUTTONS OR PAINT, STOP STORM DRAIN MANHOLE � 'o? LUMINAIRE TELEPHONE POLE PVI POINT OF VERTICAL INTERSECTION (E.G.( CMP CORRUGATED METAL PIPE BARS, CROSSWALKS, ETC.) DAMAGED OR REMOVED DURING BEEHIVE MANHOLE LANDSCAPE LIGHT TELEPHONE RISER PE POLYETHYLENE CONSTRUCTION SHALL BE REPLACED IN KIND. Ir Q YARD DRAIN (ROUND LID) YARD LIGHT (UNDER 10' TALL) FIRE DEPT CONNECTION CO CLEANOUT PERF PERFORATED _ YARD DRAIN � GAS STUB MARKER POST HOSE BIB CONC CONCRETE PVC POLYVINYL CHLORIDE z STORM DRAIN CLEAN -OUT C" C CONDUIT GAS VALVE IRRIGATION CONTROL VALVE PVMT PAVEMENT STORM DRAIN PIPE OIL FILLER CAP WATER MANHOLE CONN CONNECTION PVT POINT OF VERTICAL TANGENCY Q ROOF DRAIN CONTR CONTRACTOR GUY ANCHOR WATER STUB MARKER POST PC POINT OF CURVATURE J SD SERVICE 6" CPEP WITH CONT CONTINUED PT POINT OF TANGENCY NOTE: INVERT @ END OF PIPE GUY POLE MONITORING WELL CY CUBIC YARDS QTY QUANTITY 1. LOT LINES ARE BASED ON GIS INFORMATION AND ARE FOR W SANITARY SEWER POWER GRATE POST INDICATOR VALVE CL CLASS GENERAL INFORMATION ONLY. V SANITARY SEWER MANHOLE ELECTRICAL JUNCTION PULL/BOX SPRINKLER HEAD RET RETAINING Q CIF CUBIC FEET RR RAILROAD 2. GRAVITY SANITARY SEWER PIPE MATERIAL: SANITARY SEWER CLEANOUT O ELECTRICAL STUB MARKER POST WATER VAULT • PVC SDR35 - 4' TO 15' OF COVER SANITARY SEWER GRAVITY CFS CUBIC FEET PER SECOND R RADIUS • ELECTRICAL METER WATER WELL PVC C900 - LESS THAN 4' OF COVER W SANITARY SEWER FORCE MAIN -- -i•- DC DEGREE OF CURVATURE RED REDUCER PVC C900 - OVER 15' OF COVER GAS GUARD RAIL DI DUCTILE IRON REINF REINFORCED TRAFFIC OIL FENCE, BOARD STRAIGHT/RIGHT TURN ARROW DIA/0 DIAMETER REQ REQUIRED `� * POWER (BURIED) FENCE, BARB -WIRE DOT DEPARTMENT OF TRANSPORTATION R W RIGHT OF WAY STRAIGHT/RIGHT TURN ARROW "I "1 / LEFT/RIGHT TURN ARROW 4yo M POWER (AERIAL) FENCE, CHAIN -LINK DIM DIMENSION S SOUTH STRAIGHT/LEFT/RIGHT TURN ARROW + T FIBER OPTICS FENCE, ELECTRIC DWGS DRAWINGS SCH SCHEDULE LEFT TURN ARROW TELEPHONE (BURIED) FENCE HOG WIRE D DRAIN SD STORM DRAIN RIGHT TURN ARROW TELEPHONE (AERIAL) FENCE, SPLIT RAIL EOP EDGE OF PAVEMENT SF SQUARE FEET STRAIGHT ARROW 1 TV CABLE (BURIED) FENCE, WIRE E EAST SHT SHEET HANDICAP PARKING & & BIKE LANE A TV CABLE (AERIAL) FENCE WROUGHT IRON ELEV ELEVATION SPECS SPECIFICATIONS TRAFFIC SIGN +_ .} CREEK OR STREAM CENTERLINE RAILROAD TRACKS EL ELEVATION SQ SQUARE INFORMATION SIGN T T ( �� ELEC ELECTRICAL SS SANITARY SEWER STREET LIGHT j WETLAND WITH BUFFER �� STREAM WITH BUFFER EVC END VERTICAL CURVE STA STATION EXIST EXISTING STD STANDARD T.E.S.C.P. SURVEY FDC FIRE DEPARTMENT CONNECTION TC TOP OF CURB CONSTRUCTION SEQUENCE: CLEARING LIMITS PROPOSED MONUMENT IN CASE FIGFINISH GRADE TEL TELEPHONE FILTER FABRIC FENCE ® FOUND MONUMENT IN CASE FIG FIGURE THIRD THREADED 1. WITHIN EXISTING RIGHT-OF-WAY THE CONTRACTOR SHALL FIN FINISHED THRU THROUGH COMPLETE THE INSTALLATION OF THE SANITARY SEWER LINES CUTOFF SWALE OoM PROPOSED MONUMENT (AS DEFINED) WITHIN ONLY ONE ROADWAY BLOCK AT A TIME AND SHALL FL/t FLOWLINE TOW/TW TOP OF WALL COMPLETE THE TEMPORARY HOT -MIX ASPHALT RESTORATION OF INTERCEPTOR DITCH OoM FOUND MONUMENT (AS DEFINED) EACH ROADWAY BLOCK BEFORE BEGINNING WORK IN ANOTHER FL FLANGE TYP TYPICAL BLOCK. - -❑- - -❑- - N.G.P.E. FENCE FT FEET VERT VERTICAL 2. WITHIN EXISTING RIGHT-OF-WAY TEMPORARY RESTORATION OF ® ROCK CHECK DAM A DELTA FM FORCE MAIN W WEST TRENCHES FOR OVERNIGHT USE SHALL BE ACCOMPLISHED BY (R) RADIAL BEARING < > USING HOT -MIX ASPHALT (HMA). STEEL PLATES MAY BE USED FallSEDIMENTFILTER GA GAUGE W/ WITH OVERNIGHT TO COVER THE LAST SECTION OF TRENCH. STEEL ® STRAW BALE (NR) NON -RADIAL BEARING GALV GALVANIZED PLATES MUST BE PINNED DOWN AND ASPHALT RAMPS/WEDGES W/0 WITHOUT MUST BE PLACED AROUND THE PLATES. STEEL PLATES SHALL GRAVEL CONE L ARC LENGTH GI GALVANIZED IRON WSS WATER SAMPLING STATION NOT BE USED ON STEEP GRADES OR WHERE STEEL PLATES PRESENT A ROADWAY HAZARD. RIP RAP PAD GV GATE VALVE CHECKED FOR COMPLIANCE TO CITY STANDARDS Elm CONSTRUCTION ENTRANCE S=3 62 118 it Q�``' N/'�'c /tom 0 FIRST SUBMITTAL ESM 09 18 12 SURVEYED: SCALE: DATE: CONSULTING ENGINEERS L L C �� %� < / / VERTICAL: NAVD 83/ H E R I TAG E PLAT 09/19/201 WARNING: Suite 8th Avenue South I ® I 0 1 4w I 1 SECOND SUBMITTAL ESM 01 25 13 NT5 HORIZONTAL: NAD 1983/1991 a�C�TY OFSuite 205 / / DESIGNED: �' SANITARY SEWER EXTENSION PHASE 2 PAGE: OK: Federal Way, WA 98003 �� wnr (zsa) ase -Cl i3 2 MYLAR SUBMITTAL ESM 01/28/13 �� RENTON PAGE: THE UTILITY LOCATIONS SHOWN www•esmcivil.com SETT (509)2W-990a DRAWN: — �rrseuac (sae)ssz—seoe 43775 3 1ST REVISION ESM 09/10/13 pa LEGEND AND GENERAL NOTES Civil Engineering Land Surveying Land Planning FC �`� Q ONE INCH DATU M DRAWING NO: ARE APPROXIMATE ONLY. DEPTH Public Works Project Management ( Landscape Architecture^ /STER \� 4 REVISED MYLAR SUBMITTAL ESM 09/19/13 CHECKED- LG--01 V �Y�11 AT FULL SCALE Planning/Building/Public Works Dept. `r��N�l ENS IF NOT ONE INCH UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007 9/�9/�3 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET; 2 OF: 15 9 �d b � ��> N 'm x z O z