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HomeMy WebLinkAboutS-362118w z U w O EL WARN4NG: "MUe8p " I • I ®I� FNb,BI My, WA 8&q9 wa•r o-ni THE UTILITY LOCATIONS SHOWN WWW.ssmolVll.Com `. .• I •.. I . •� ".. ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1 -800- 424 -5555. ESM JOB #1352-0064007 T 2 1 MYLAR SUBMITTAL NO. REVISION BY I DATE I APPR Iwo 0XEX11 DATUM AT FlILL $G1E IG IpT pE p1CH SV'!E MLVIIgMLT CITY OF RENTON Planning /Building /Pu blie Works Dept.. MR 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 811) 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. NOTE: 1. LOT LINES ARE BASED ON CIS INFORMATION AND ARE FOR GENERAL INFORMATION ONLY. 2. GRAVITY SANITARY SEWER PIPE MATERIAL.: • PVC SDR35 - 4' TO 15' OF COVER • PVC C900 - LESS THAN 4' OF COVER • PVC C900 - OVER 15' OF COVER 5- 362118 FOR COMPLIANCE TO CITY STANDARDS HERITAGE PLAT SANITARY SEWER EXTENSION PHASE 2 LEGEND AND GENERAL NOTES 11 LEGEND _ ROAMW ROADWAY CENTERLINE PROPERTY / LOT LINE RIGHT —OF —WAY BOUNDARY LINE EASEMENT LINE BUILDING SETBACK LINE ROLLED CURB AND GUTTER VERTICAL CURB AND GUTTER EXISTING p � � — � � — — — — — — — — ------ ---------------- --------------- — � � � — — — — ------- — — — 0 111 "� o u ° EMMNO WETLAND. FLAG BIKE RACK DEBRIS PILE FIRE PIT BOLLARD HORSE SHOE PIT MAILBOX -Q- ¢ � 4 ¢ POWER POLE W /DROP UNE & LIGHT POWER POLE W /DROP LINE, LIGHT & TRANSFORMER POWER POLE W /DROP LINE &TRANSFORMER POWER POLE W /UGHT POWER POLE W /LIGHT &TRANSFORMER POWER POLE POWER POLE W/TRANSFORMER AVE AC ADJ ALUM ANSI ABBREVIATIONS AVENUE ASBESTOS CEMENT PIPE ADJACENT ALUMINUM AMERICAN NATIONAL STANDARDS INSTITUTE ID IE IN L LB INSIDE DIAMETER INVERT ELEVATION INCHES LENGTH POUNDS CONTOUR (MINOR) - -- ate - -- -- -.� - -- AP ANGLE POINT LF LINEAL FEET CONTOUR (MAJOR) - -- ego - -- - -�� -- M MILE POST MARKER O PAD MOUNTED TRANSFORMER ASPH ASPHALT MAX MAXIMUM FOOTING DRAIN FLOWPATH $ SOIL LOG LID POWER VAULT /MANHOLE N _� _ y� ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER SPOT ELEVATION 921 ,p, SIGN ® SIGNAL CONTROL 80X AggY ASSEMBLY W x X" II SEPTIC DISTRIBUTION BOX m SIGNAL JUNCTION MH MANHOLE TOP/TOE OF SLOPE -�_--,- -�.______1._. BOX BF BLIND FLANGE Q _1...._._�_. -__�_. MIN MINIMUM CONCRETE SIDEWALK frm— iiis —:; ?9 ® SANITARY SEWER SUB MARKER POST CT�+ TRAFFIC PEDESTRIAN POLE Q. sv0 BLDG BUILDING MJ MECHANICAL JOINT CONCRETE BLACK WALL SEPTIC VENT Ct--- TRAFFIC SIGNAL POLE BILK BLOCK MISC MISCELLANEOUS 0 ROCKERY tnmmmo= r-c STORM PIPE INLET /OUTLET Q TRAFFIC SIGNAL POLE W /LIGHT BO BLOW OFF N NORTH t/) BOLDS ® STORM DRAIN STUB MARKER POST ® FIBER OPTIC MANHOLE BOW /BW BOTTOM OF WALL NO NUMBER U.I MAILBOX " °" • • m ROOF DRAIN °i FIBER OPTIC STUB MARKER POST BVC BEGIN VERTICAL CURVE NTS NOT TO SCALE ° XDOWNSPOUTS o o ® CATCH BASIN T& TELEPHONE GUY ANCHOR BW BACK OF WALK OC ON CENTER W STM onwom ® CABLE N MARKER POST T-O TELEPHONE ANCHOR POLE CTR CENTER OD OUTSIDE DIAMETER ir CATCH BASIN TYPE 1 W /GRATE ■ 10 CABLE N RISER ® TELEPHONE JUNCTION BOX (UG) CB CATCH BASIN OHW ORDINARY HIGH WATER Lu CATCH BASIN TYPE 1 W /SOLID UD ■ IN uj CATCH BASIN TYPE 2 W © SATELLITE DISH O TELEPHONE MANHOLE CI CAST IRON PI POINT OF INTERSECTION /CRU W CATCH BASIN TYPE 2 W /SOLID UD Q � LUMINAIRE W /ARM 1T - TELEPHONE STUB MARKER POST CL /q CENTERLINE PP POWER POLE STORM DRAIN MANHOLE ® O LUMINAIRE -O- TELEPHONE POLE CLR CLEAR PVI POINT OF VERTICAL INTERSECTION } cr BEEHIVE MANHOLE 0 # LANDSCAPE LIGHT o TELEPHONE RISER CMP CORRUGATED METAL PIPE PE POLYETHYLENE YARD DRAM (ROUND LID) ® - j',�'- YARD LIGHT (UNDER 10' TALL) V FIRE DEPT CONNECTION CO CLEANOUT PERF PERFORATED Z YARD DRAIN ® © GAS STUB MARKER POST HOSE BIB CONIC CONCRETE PVC POLYVINYL CHLORIDE STORM DRAIN CLEAN -OUT 0 SO al GAS VALVE iR IRRIGATION CONTROL VALVE C CONDUIT PVMT PAVEMENT STORM DRAIN PIPE 0 ROOF DRAIN ------------------ oCO OIL FILLER CAP ® WATER MANHOLE CONN CONNECTION PVT POINT OF VERTICAL TANGENCY Q SERVICE 6" CPEP PE- GUY ANCHOR 9 WATER STUB MARKER POST CONTR CONTRACTOR PC POINT OF CURVATURE J d INVERT O END OF PIPE � —O P-O GUY POLE mw(g) MONITORING WELL CONT CONTINUED PT POINT OF TANGENCY W SAINf� o POWER GRATE P11v V POST INDICATOR VALVE CY CUBIC YARDS QTY QUANTITY QSANITARY SEWER MANHOLE 0 OO ® ELECTRICAL JUNCTION PULL/BOX SPRINKLER HEAD CL CLASS RET RETAINING SANITARY SEWER CLEANOUT O ps 0 ® ELECTRICAL STUB MARKER POST ® WATER VAULT CF CUBIC FEET RR RAILROAD SANITARY SEWER GRAVITY s ------y ® ELECTRICAL METER ® WATER WELL CFS CUBIC FEET PER SECOND R RADIUS w SANITARY SEWER FORCE MAIN u -- ---- -i DO DEGREE OF CURVATURE RED REDUCER o G �—rr— GUARD RAIL DI DUCTILE IRON REINF REINFORCED STRAIGHT/RIGHT STRAIGHT/RIGHT TURN ARROW A p OIL ❑ FENCE, BOARD DIA /0 DIAMETER STRAIGHT/RIGHT TURN ARROW 4 4 P POWER (BURIED) ><— FENCE, BARB-WIRE REQ REQUIRED DOT DEPARTMENT OF TRANSPORTATION R/W RIGHT OF WAY LEFT /RIGHT TURN ARROW y *0 — — P — — POWER (AERIAL) �.. FENCE, CHAIN -LINK STRAIGNT /LEFT /RIGHT TURN ARROW + OP F0 FIBER OPTICS — *— FENCE, ELECTRIC DIM DIMENSION S SOUTH LEFT TURN ARROW 1% TELEPHONE (BURIED) —< >— FENCE HOG WIRE DWGS DRAWINGS SCH SCHEDULE RIGHT TURN ARROW A 01, D DRAIN SD STORM DRAIN — — T — — TELEPHONE (AERIAL) = FENCE, SPLIT RAIL STRAIGHT ARROW t t EDP EDGE OF PAVEMENT SF SQUARE FEET o N CABLE (BURIED) X FENCE, WIRE HANDICAP PARKING & b, E EAST SHT SHEET BIKE LANE afy — — 0 — — N CABLE (AERIAL) o FENCE WROUGHT IRON ELEV ELEVATION SPECS SPECIFICATIONS TRAFFIC SIGN ,I._ CREEK OR STREAM CENTERLINE --+ RAILROAD TRACKS EL ELEVATION SQ SQUARE INFORMATION SIGN T T ELEC ELECTRICAL STREET LIGHT CIE 1 WERAND WITH BUFFER �� STREAM WITH BUFFER SS SANITARY SEWER EVC END VERTICAL CURVE STA STATION v i EXIST EXISTING STD STANDARD T,E,g,gp, 9UIIYR"Y FDC FIRE DEPARTMENT CONNECTION TC TOP OF CURB CONSTRUCTION SEQUENCE: — . . . CLEARING LIMns Q PROPOSED MONUMENT IN CASE FG FINISH GRADE TEL TELEPHONE 1. WITHIN EXISTING RIGHT -OF -WAY THE CONTRACTOR SHALL "X — FILTER FABRIC FENCE ED FOUND MONUMENT IN CASE FIG FIGURE THRD THREADED COMPLETE THE INSTALLATION OF THE SANITARY SEWER O LINES '' CUTOFF SCALE *am PROPOSED MONUMENT (AS DEFINED) FIN FINISHED THRU THROUGH WITHIN ONLY ONE ROADWAY BLOCK AT A TIME AND SHALL COMPLETE THE TEMPORARY HOT -MIX ASPHALT RESTORATION OF INTERCEPTOR DITCH ®oM FOUND MONUMENT (AS DEFINED) FL /TL FLOWLINE TOW/TW TOP OF WALL EACH ROADWAY BLOCK. BEFORE BEGINNING WORK IN ANOTHER FL FLANGE BLOCK. --o- ---o-- N.G.P.E. FENCE TYP TYPICAL Fr FEET VERT VERTICAL 2. WITHIN EXISTING RIGHT -OF -WAY TEMPORARY RESTORATION OF ROCK CHECK DAM A DELTA TRENCHES FOR OVERNIGHT USE SHALL BE ACCOMPLISHED BY FM FORCE MAIN W WEST USING HOT -MIX ASPHALT (HMA). STEEL PLATES MAY BE USED ® SEDIMENT FILTER (R) RADIAL BEARING < > GA GAUGE OVERNIGHT COVER THE LAST SECTION TRENCH. STEEL (NR) NON - RADIAL BEARING W/ WITH PLATES MUST BE PINNED DOWN T AND ASPHALT RAMPS/WEDGES A ® STRAW BALE GALV GALVANIZED W/o / 'WITHOUT MUST BE PLACED AROUND THE PLATES. STEEL PLATES SHALL L ARC LENGTH NOT BE USED ON STEEP GRADES OR WHERE STEEL PLATES GRAVEL CONE GI GALVANIZED IRON WSS WATER SAMPLING STATION PRESENT A ROADWAY HAZARD. RIP RAP PAD GV GATE VALVE ® CONSTRUCTION ENTRANCE WARN4NG: "MUe8p " I • I ®I� FNb,BI My, WA 8&q9 wa•r o-ni THE UTILITY LOCATIONS SHOWN WWW.ssmolVll.Com `. .• I •.. I . •� ".. ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1 -800- 424 -5555. ESM JOB #1352-0064007 T 2 1 MYLAR SUBMITTAL NO. REVISION BY I DATE I APPR Iwo 0XEX11 DATUM AT FlILL $G1E IG IpT pE p1CH SV'!E MLVIIgMLT CITY OF RENTON Planning /Building /Pu blie Works Dept.. MR 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 811) 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. NOTE: 1. LOT LINES ARE BASED ON CIS INFORMATION AND ARE FOR GENERAL INFORMATION ONLY. 2. GRAVITY SANITARY SEWER PIPE MATERIAL.: • PVC SDR35 - 4' TO 15' OF COVER • PVC C900 - LESS THAN 4' OF COVER • PVC C900 - OVER 15' OF COVER 5- 362118 FOR COMPLIANCE TO CITY STANDARDS HERITAGE PLAT SANITARY SEWER EXTENSION PHASE 2 LEGEND AND GENERAL NOTES 11