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Home My WebLink AboutWWP2703621.46LEGEND EXISTING PROPOSED ABBREVIATIONS ROADWAY EXISTING FEATURES GENERAL NOTES. 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. LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF POWER POLE W/DROP LINE, LIGHT &TRANSFORMER RIGHT-OF-WAY ________- AVE AVENUE ID INSIDE DIAMETER RENTON PUBLIC WORKS DEPARTMENT AND THE 2008 EDITION OF BOUNDARY LINE Mb � DEBRIS PILE POWER POLE W/DROP LINE & TRANSFORMER AC ASBESTOS CEMENT PIPE IE INVERT ELEVATION THE WSDOT APWA STANDARDS AND SPECIFICATIONS, AS FIRE PIT POWER POLE W/LIGHT APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE EASEMENT LINE - - - - - - - - - - - - ADJ ADJACENT IN INCHES RENTON STANDARD PLANS & SPECIFICATIONS. SOME STANDARD BUILDING SETBACK LINE BOLLARD j POWER POLE W/LIGHT & TRANSFORMER ALUM ALUMINUM L LENGTH DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THE CONTRACT. THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED ROLLED CURB AND GUTTER - - - - -HORSE SHOE PIT POWER POLE IN THE CONTRACT DOCUMENTS. A SET OF APPROVED PLANS ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LB POUNDS VERTICAL CURB AND GUTTER MAILBOX POWER POLE W/TRANSFORMER SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. CONTOUR MINOR -- 812 -- AP ANGLE POINT LF LINEAL FEET (MINOR) MILE POST MARKER L; PAD MOUNTED TRANSFORMER 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE CONTOUR (MAJOR) - - 820- - -- s2o -- ASPH ASPHALT MAX MAXIMUM AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY FOOTING DRAIN FLOWPATH SOIL LOG "T POWER VAULT/MANHOLE ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR N DISTURBANCE. FOR UTILITY LOCATES CALL 800-424-5555 (OR z w SPOT ELEVATION X 2�?°r SIGN v_ SIGNAL CONTROL BOX ASSY ASSEMBLY MH MANHOLE 81 1) A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION. U) 1 SEPTIC DISTRIBUTION BOX [ SIGNAL JUNCTION BOX BF BLIND FLANGE MIN MINIMUM 3. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE U TOP/TOE OF SLOPE w < SANITARY SEWER STUB MARKER POST TRAFFIC PEDESTRIAN POLE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. ANY 0 = CONCRETE SIDEWALK - BLDG BUILDING MJ MECHANICAL JOINT MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL EL a- CONCRETE BLOCK WALL SEPTIC VENT TRAFFIC SIGNAL POLE BLK BLOCK MISC MISCELLANEOUS BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION. O ROCKERY , STORM PIPE INLET/OUTLET TRAFFIC SIGNAL POLE W/LIGHT BO BLOW OFF N NORTH 4. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON STANDARD DETAILS UNLESS OTHERWISE NOTED. BARRICADESTORM DRAIN STUB MARKER POST FIBER OPTIC MANHOLE BOW/BW BOTTOM OF WALL NO NUMBER BOLLARDS 5. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO z MAILBOX ROOF DRAIN FIBER OPTIC STUB MARKER POST BVC BEGIN VERTICAL CURVE NTS NOT TO SCALE REMOVE DUST AND DEBRIS FROM PAVEMENT AREA AS DIRECTED W CATCH BASIN TELEPHONE GUY ANCHOR BW BACK OF WALK BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE DOWNSPOUTS O OC ON CENTER PERMITTED. x CABLE TV MARKER POST TELEPHONE ANCHOR POLE CTR CENTER OD OUTSIDE DIAMETER U.1 STOW DRAINAM 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 soup LID cl CAST 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/q CENTERLINE PP POWER POLE AND REPLACE AS NECESSARY. W CATCH BASIN TYPE 2 W/SOLID LID CLR CLEAR 7. PAVEMENT MARKINGS E.G. LANE LINE BUTTONS OR PAINT, STOP U) STORM DRAIN MANHOLE on'o LUMINAIRE TELEPHONE POLE PVI POINT OF VERTICAL INTERSECTION 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. rr < YARD DRAIN (ROUND LID) ® YARD LIGHT (UNDER 10' TALL) FIRE DEPT CONNECTION CO CLEANOUT PERF PERFORATED I_ YARD DRAIN ® GAS STUB MARKER POST HOSE BIB CONIC CONCRETE PVC POLYVINYL CHLORIDE Q STORM DRAIN CLEAN -OUT GAS VALVE [ IRRIGATION CONTROL VALVE C CONDUIT PVMT PAVEMENT STORM DRAIN PIPE o CONN CONNECTION PVT POINT OF VERTICAL TANGENCY OIL FILLER CAP ( WATER MANHOLE Q ROOF DRAIN CONTR CONTRACTOR PC POINT OF CURVATURE PF- GUY ANCHOR �? WATER STUB MARKER POST J SD SERVICE 6" CPEP WITH CONT CONTINUED PT POINT OF TANGENCY NOTE. Mw INVERT 0 END OF PIPE P_ GUY POLE MONITORING WELL p7V CY CUBIC YARDS QTY QUANTITY 1. LOT LINES ARE BASED ON GIS INFORMATION AND ARE FOR SANITARY SEWER CL CLASS RET RETAINING w � POWER GRATE 1 POST INDICATOR VALVE GENERAL INFORMATION ONLY. G SANITARY SEWER MANHOLES ELECTRICAL JUNCTION PULL/BOX SPRINKLER HEAD Q CF 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 • PVC C900 - LESS THAN 4' OF COVER F ELECTRICAL METER " WATER WELL DC DEGREE OF CURVATURE PVC C900 - OVER 15' OF COVER W SANITARY SEWER FORCE MAIN — FM ---- -------�- RED REDUCER GAS z: GUARD RAIL DI DUCTILE IRON REINF REINFORCED TRAFFIC Olt OIL FENCE, BOARD DIA/0 DIAMETER REQ REQUIRED STRAIGHT/RIGHT TURN ARROW POWER (BURIED) FENCE, BARB -WIRE STRAIGHT/RIGHT TURN ARROW 4 DOT DEPARTMENT OF TRANSPORTATION R/W RIGHT OF WAY LEFT/RIGHT TURN ARROW M V POWER (AERIAL) FENCE, CHAIN -LINK DIM DIMENSION S SOUTH STRAIGHT/LEFT/RIGHT TURN ARROW + + FIBER OPTICS FENCE, ELECTRIC DWGS DRAWINGS SCH SCHEDULE LEFT TURN ARROW 4% �1 TELEPHONE (BURIED) FENCE HOG WIRE D DRAIN SD STORM DRAIN RIGHT TURN ARROW 1 TELEPHONE (AERIAL) FENCE, SPLIT RAIL EOP EDGE OF PAVEMENT SF SQUARE FEET STRAIGHT ARROW 1 TV CABLE (BURIED) FENCE, WIRE E EAST HANDICAP PARKING & & SHT SHEET BIKE LANE 040 cooTV 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 I I 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 TIC TOP OF CURB CONSTRUCTION SEQUENCE: CLEARING LIMITS 9 PROPOSED MONUMENT IN CASE FG FINISH GRADE TEL TELEPHONE FIG FIGURE THRD THREADED 1. WITHIN EXISTING RIGHT-OF-WAY THE CONTRACTOR SHALL FILTER FABRIC FENCE ® FOUND MONUMENT IN CASE 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/E FLOWLINE Tow/TW TOP OF WALL COMPLETE THE TEMPORARY HOT -MIX ASPHALT RESTORATION OF f INTERCEPTOR DITCH @0M FOUND MONUMENT (AS DEFINED) FL FLANGE EACH ROADWAY BLOCK BEFORE BEGINNING WORK IN ANOTHER TYP TYPICAL BLOCK. - —❑— — —o— - N.G.P.E. FENCE FT FEET VERT VERTICAL 2. WITHIN EXISTING RIGHT-OF-WAY TEMPORARY RESTORATION OF ® ROCK CHECK DAM 0 DELTA FM FORCE MAIN W WEST S 362161 TRENCHES FOR OVERNIGHT USE SHALL BE ACCOMPLISHED BY (R) RADIAL BEARING < > USING HOT -MIX ASPHALT (HMA). STEEL PLATES MAY BE USED no SEDIMENT FILTER GA GAUGE W/ WITH OVERNIGHT TO COVER THE LAST SECTION OF TRENCH. STEEL ® STRAW BALE (NR) NON -RADIAL BEARING GALV GALVANIZED W/O WITHOUT /� PLATES MUST BE PINNED DOWN AND ASPHALT RAMPS/WEDGES AS -BUILT 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 CONSTRUCTION ENTRANCE Lsri DATE: 2 MYLAR SUBMITTAL ESM 01 28 13 SURVEYED: SCALE VERTICAL: NAVD 1986 T\ 0 HERITAGE PLAT o�/� 6/ � / HORIZONTAL: NAD 1963/1991 Y �, �1 Suite CONSULTING ENGINEERS LLC � / / DESIGNED: WARNING: Sth Avenue South (® I I 3 1ST REVISION ESM 0910 13 NM Suite 205 dye FlELDBOOK: Federal Way, WA98003 4 REVISED MYLAR SUBMITTAL ESM 09/19/13 Y��" � 'I RENTON SANITARY SEWER EXTENSION PHASE 2 FEDERAL WAY (2S3) BJ8-s113 ' �L PAGE: THE UTILITY LOCATIONS SHOWN www.esmcivil.com S m �� (425) 297-vsao DRAWN 9 9 42 � 5 ASBUILT SUBMITTAL ESM 06/24/14 OCL , ONE INCH ; DATUM LEGEND AND GENERAL NOTES DRAWING NO: Civil Engineering Land Surveying Land Planning ARE APPROXIMATE ONLY. DEPTH Public Works I Project Management I Landscape Architecture n �sl \ 6 ASBUILT MYLAR ESM 07/16/14 CHECKED! AT FULL SCALE f lai ning/BU;ldl'ng/Publlc works Dept. LG-01 WL.1 /—•�I'1� Irk IF NOT ONE INCH UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007 �` N0. REVISION By I ATE APPR APPROVED SCALE ACCORDINGLY SHED 2 GEES J l� S- z q m 01 z Q3 M M z M Z C M M s m 7� Y G� I m �D y -• Y > coo a � Cr m yN z °z 0o �o o M A C $ a M m