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Home My WebLink AboutS-361602z U w 0 a F EZ Z 0 U) Z W X I.I.I cr I.I.I I.L.I I- U_ F- _) 0 J O O U W d CIO U) LEGEND a O 0 SANITARY SEWER CLEANOUT EXISTING PROPOSED ROADWAY S r,► ROADWAY CENTERLINE n✓ -- -�. PROPERTY / LOT LINE Tb A RIGHT -0F -WAY 4 - _- _ - -___- BOUNDARY LINE - -- M EASEMENT LINE - - - - - - - - - - - - BUILDING SETBACK UNE - ....-- _- -------- - - - - -- _-___-_._.__._. - ROLLED CURB AND GUTTER A - - - -- - VERTICAL CURB AND GUTTER T t CONTOUR (MINOR) ------- ��? - - - -- -- e1z -- CONTOUR (MAJOR) db -- FOOTING DRAIN FLOWPATH `f` m SPOT ELEVATION LI T TOP/TOE OF SLOPE -- �__.- ---�— ____�_ -�___- 1----__A CONCRETE SIDEWALK f e9 0 CONCRETE BLOCK WALL - Ix ROCKERY c -�.o 0000000L- l BARRICADE 0i SIGNAL JUNCTION BOX BOLLARDS a a SANITARY SEWER STUB MARKER POST MAILBOX TRAFFIC PEDESTRIAN POLE o DOWNSPOUTS O 0 STORM DRAINAGE DOT . -, CATCH BASIN TYPE 1 W /GRATE it TRAFFIC SIGNAL POLE W /LIGHT CATCH BASIN TYPE 1 W /SOLID LID LN DRAIN CATCH BASIN TYPE 2 W /GRATE CIS' E CATCH BASIN TYPE 2 W /SOLID LID O & STORM DRAIN MANHOLE G OO m BEEHIVE MANHOLE a FIBER OPTIC STUB MARKER POST YARD DRAIN (ROUND LID) O CATCH BASIN YARD DRAIN sa FINISH GRADE STORM DRAIN CLEAN -OUT Oco rC) STORM DRAIN PIPE - o C` ROOF DRAIN --------- ... _.- TELEPHONE JUNCTION BOX (UG) SO SERVICE 6" CPEP WITH Ij, SATELLITE DISH INVERT ® END OF PIPE ...._.. _._._- __._... _.0 GALV SANITARY SEWER MANHOLE a O 0 SANITARY SEWER CLEANOUT 0 SOS O SANITARY SEWER GRAVITY S r,► SANITARY SEWER FORCE MAIN n✓ -- -�. TRAFFIC STRAIGHT /RIGHT TURN ARROW Tb A STRAIGHT /RIGHT TURN ARROW 4 4 LEFT /RIGHT TURN ARROW v M STRAIGHT /LEFT /RIGHT TURN ARROW 41 BLOCK LEFT TURN ARROW S 1% RIGHT TURN ARROW A A STRAIGHT ARROW T t HANDICAP PARKING c4•- & BIKE LANE db cO6 TRAFFIC SIGN `f` m INFORMATION SIGN LI T STREET LIGHT m- SOIL LOG CONSTRUCTION SEQUENCE: 1, THE CONTRACTOR SHALL COMPLETE THE INSTALLATION OF THE SANITARY SEWER LINES WITHIN ONLY ONE ROADWAY BLOCK AT A TIME AND SHALL COMPLETE THE TEMPORARY HOT —MIX ASPHALT RESTORATION OF EACH ROADWAY BLOCK BEFORE BEGINNING WORK IN ANOTHER BLOCK. 2. TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE SHALL BE ACCOMPLISHED BY USING HOT —MIX ASPHALT (HMA). STEEL PLATES MAY BE USED OVERNIGHT TO COVER THE LAST SECTION OF TRENCH. STEEL PLATES MUST BE PINNED DOWN AND ASPHALT RAMPS /WEDGES MUST BE PLACED AROUND THE PLATES. STEEL PLATES SHALL NOT BE USED ON STEEP GRADES OR WHERE STEEL PLATES PRESENT A ROADWAY HAZARD. EXISTING FEATURES WETLAND WITH BUFFER � v i 0 WETLAND FLAG — CLEARING LIMITS POWER POLE W /DROP LINE & LIGHT FILTER FABRIC FENCE Ili[ BIKE RACK -.7`- POWER POLE W /DROP LINE, LIGHT & TRANSFORMER INTERCEPTOR DITCH �J DEBRIS PILE -<$ POWER POLE W /DROP LINE & TRANSFORMER ® fir FIRE PIT c POWER POLE W /LIGHT GRAVEL CONE BUILDING RIP RAP PAD BLOCK BO BLOW OFF BOW /BW BOLLARD 1' POWER POLE W /LIGHT & TRANSFORMER BW u HORSE SHOE PIT -0_ POWER POLE CATCH BASIN R MAILBOX -V_ POWER POLE W /TRANSFORMER CLR m MILE POST MARKER LI PAD MOUNTED TRANSFORMER CLEANOUT -G SOIL LOG [Pi POWER VAULT /MANHOLE CONN -u- SIGN Ix SIGNAL CONTROL BOX CONTINUED �` - SEPTIC DISTRIBUTION BOX 0i SIGNAL JUNCTION BOX CF CUBIC FEET SANITARY SEWER STUB MARKER POST J }, TRAFFIC PEDESTRIAN POLE DEGREE OF CURVATURE Svv SEPTIC VENT G-: -- TRAFFIC SIGNAL POLE DOT . -, STORM PIPE INLET /OUTLET G: -- TRAFFIC SIGNAL POLE W /LIGHT DRAWINGS D DRAIN EDP EDGE OF PAVEMENT E Co STORM DRAIN STUB MARKER POST & FIBER OPTIC MANHOLE ELEVATION m ROOF DRAIN a FIBER OPTIC STUB MARKER POST EXIST It CATCH BASIN r < -- TELEPHONE GUY ANCHOR FINISH GRADE FIG CABLE TV MARKER POST rC) TELEPHONE ANCHOR POLE FL/FL C` CABLE TV RISER L <� TELEPHONE JUNCTION BOX (UG) FEET Ij, SATELLITE DISH Cr) TELEPHONE MANHOLE GALV ^;- LUMINAIRE W /ARM Y TELEPHONE STUB MARKER POST GATE VALVE rt LUMINAIRE -G TELEPHONE POLE LANDSCAPE LIGHT D TELEPHONE RISER >: ;..� YARD LIGHT (UNDER 10' TALL) '0' FIRE DEPT CONNECTION VI GAS STUB MARKER POST HOSE BIB iD GAS VALVE LR1 IRRIGATION CONTROL VALVE oc0 OIL FILLER CAP G WATER MANHOLE P& GUY ANCHOR WATER STUB MARKER POST P -G? GUY POLE mv"g MONITORING WELL <1 POWER GRATE O POST INDICATOR VALVE ELECTRICAL JUNCTION PULL /BOX ,. SPRINKLER HEAD 3 ELECTRICAL STUB MARKER POST (55:1 WATER VAULT A ELECTRICAL METER WATER WELL -- c - -__ GAS - -T1- - - lj - - -- GUARD RAIL Oil OIL ------ C;- - - ---- FENCE, BOARD I, POWER (BURIED) —: < -- FENCE, BARB -WIRE P - POWER (AERIAL) ---- --4- - - - - -- FENCE, CHAIN -LINK PO FIBER OPTICS FENCE, ELECTRIC i T TELEPHONE (BURIED) �- -�<°j� - FENCE HOG WIRE - T - - TELEPHONE (AERIAL) - --_- FENCE, SPLIT RAIL - c TV CABLE (BURIED) -- - -- FENCE, WIRE - -- c -- - TV CABLE (AERIAL) - - ---- -0 -- FENCE WROUGHT IRON - CREEK OR STREAM CENTERLINE -I I- RAILROAD TRACKS WETLAND WITH BUFFER � v i CONSTRUCTION ENTRANCE WARNING: THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. T.F-S.C.P. — — — CLEARING LIMITS 0 FILTER FABRIC FENCE xx— 2 CUTOFF SWALE AMERICAN NATIONAL STANDARDS INSTITUTE INTERCEPTOR DITCH ANGLE POINT -- O - - -O-- N.G.P.E. FENCE ® ROCK CHECK DAM ® SEDIMENT FILTER ® STRAW BALE BLIND FLANGE GRAVEL CONE BUILDING RIP RAP PAD CONSTRUCTION ENTRANCE WARNING: THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. CONSULTING ENGINEERS LLC �`ylP ' %I STE K , � L 0 ® 18t5�' "s"� 1® 1101w1 Bb8 O, 9Wt• 210 FW0OaI WW, WASSOW www•esmciviLCOm CM, Ec9lneen ^9 1 v kl+euw'v°i"a"y°en.ea 1 axawnl"a°cnneew,• Public Warkn 1 2 ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ESM JOB #1655- 001 -011 ANGLE POINT ASPH i STREAM WITH BUFFER SURVEY IS PROPOSED MONUMENT IN CASE ® FOUND MONUMENT IN CASE DOOM PROPOSED MONUMENT (AS DEFINED) OoM FOUND MONUMENT (AS DEFINED) A DELTA (R) RADIAL BEARING < > (NR) NON- RADIAL BEARING L ARC LENGTH REVISION ABBREVIATIONS AVE AVENUE AC ASBESTOS CEMENT PIPE Al ADJACENT ALUM ALUMINUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AP ANGLE POINT ASPH ASPHALT ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS ASSY ASSEMBLY BF BLIND FLANGE BLDG BUILDING BILK BLOCK BO BLOW OFF BOW /BW BOTTOM OF WALL BVC BEGIN VERTICAL CURVE BW BACK OF WALK CTR CENTER CB CATCH BASIN CI CAST IRON cl CENTERLINE CLR CLEAR CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE C CONDUIT CONN CONNECTION CONTR CONTRACTOR CONT CONTINUED CY CUBIC YARDS CL CLASS CF CUBIC FEET CFS CUBIC FEET PER SECOND DC DEGREE OF CURVATURE DI DUCTILE IRON DIA /0 DIAMETER DOT DEPARTMENT OF TRANSPORTATION DIM DIMENSION DWGS DRAWINGS D DRAIN EDP EDGE OF PAVEMENT E EAST ELEV ELEVATION EL ELEVATION ELEC ELECTRICAL EVC END VERTICAL CURVE EXIST EXISTING FDC FIRE DEPARTMENT CONNECTION FG FINISH GRADE FIG FIGURE FIN FINISHED FL/FL FLOWLINE FL FLANGE FT FEET FM FORCE MAIN !. GA GAUGE GALV GALVANIZED !. GI GALVANIZED IRON '.. GV GATE VALVE wRnw: Nnw lee¢ •RL HORIZOMN: !4D 198J/1991 of "�E�wl DATUM AT FULL SCI1E IF NOT ID INSIDE DIAMETER IE INVERT ELEVATION IN INCHES L LENGTH ONE INCH POUNDS SCNE FCLOR9INGLY,. LINEAL FEET ID INSIDE DIAMETER IE INVERT ELEVATION IN INCHES L LENGTH LB POUNDS LF LINEAL FEET MAX MAXIMUM MFR MANUFACTURER MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MISC MISCELLANEOUS N NORTH NO NUMBER NIS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OHW ORDINARY HIGH WATER PI POINT OF INTERSECTION PP POWER POLE PVI POINT OF VERTICAL INTERSECTION PE POLYETHYLENE PERF PERFORATED PVC POLYVINYL CHLORIDE PVMT PAVEMENT PVT POINT OF VERTICAL TANGENCY PC POINT OF CURVATURE PT POINT OF TANGENCY QTY QUANTITY RET RETAINING RR RAILROAD R RADIUS RED REDUCER REINF REINFORCED RED REQUIRED R/W RIGHT OF WAY S SOUTH SCH SCHEDULE SO STORM DRAIN SF SQUARE FEET SHT SHEET SPECS SPECIFICATIONS SO SQUARE SS SANITARY SEWER STA STATION STD STANDARD TC TOP OF CURB TEL TELEPHONE THRD THREADED THRU THROUGH TOW /TW TOP OF WALL TYR TYPICAL VERT VERTICAL W WEST W/ WITH W/0 WITHOUT WSS WATER SAMPLING STATION 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 GIS INFORMATION AND ARE FOR GENERAL INFORMATION ONLY. 2. 3" SEWER FORCE MAIN SHALL BE HOPE SDR 11 PIPE MATERIAL. 3. 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 '.. 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 %" 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 5- 361602 s• CITY OF RENTON Planning /Building /Public Works Dept. CHECKED FOR COMPLIANCE TO CITY STANDARDS ISSAQUAH SCHOOL DISTRICT SANITARY SEWER EXTENSION LEGEND AND GENERAL NOTES E: DRAWING N0: LG -01