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Home My WebLink AboutS-362176z U w O a c N d z O z W X W W w F- U_ h () 0 I O O U U) Q Q U) LEGEND 0 CS 0 SANITARY SEWER CLEANOUT EXISTING PROPOSED ROADWAY - -- s �- ROADWAY CENTERLINE _ - - -►- PROPERTY / LOT LINE t- POWER POLE W /DROP LINE & TRANSFORMER RIGHT —OF —WAY 0 --- - -� - -- BOUNDARY LINE .,.,... _,-., -.. , ............... 4 EASEMENT LINE e`vT' ---- -- BUILDING SETBACK LINE --------------------- ------------------ 1,1,1,1, -- ROLLED CURB AND GUTTER 0 — — — — VERTICAL CURB AND GUTTER — 1,1,1,1, ------- -- MAILBOX CONTOUR (MINOR) —stz -- CONTOUR (MAJOR) i. -- FOOTING DRAIN FLOWPATH do db SPOT ELEVATION 11`1,11 POWER VAULT /MANHOLE TOP/TOE OF SLOPE _ J ------ _ - __ - - - l -1-1______._. CONCRETE SIDEWALK F.ii:1 0 CONCRETE BLOCK WALL SEPTIC DISTRIBUTION BOX LC ROCKERY NUMBER 000200000=1 BARRICADE - TRAFFIC PEDESTRIAN POLE BW BACK OF WALK OC BOLLARDS a e CENTER MAILBOX SEPTIC VENT o DOWNSPOUTS o C STORM DRAINAGE C TRAFFIC SIGNAL POLE W /LIGHT CATCH BASIN TYPE 1 W /GRATE A CENTERLINE CATCH BASIN TYPE 1 W /SOLID LID IP CLR CATCH BASIN TYPE 2 W /GRATE STORM DRAIN STUB MARKER POST ;, CATCH BASIN TYPE 2 W /SOLID LID O PE STORM DRAIN MANHOLE ® FIBER OPTIC STUB MARKER POST BEEHIVE MANHOLE 9 CATCH BASIN YARD DRAIN (ROUND LID) €> POLYVINYL CHLORIDE YARD DRAIN IT r -Gd STORM DRAIN CLEAN -OUT oco CONNECTION STORM DRAIN PIPE --- o CONTR ROOF DRAIN - -- CABLE TV RISER SO SERVICE 6" CPEP WITH TELEPHONE JUNCTION BOX (UG) PT INVERT 0 END OF PIPE SATELLITE DISH .. SANITARY SEWER MANHOLE 0 CS 0 SANITARY SEWER CLEANOUT 0 ps O SANITARY SEWER GRAVITY - -- s �- SANITARY SEWER FORCE MAIN - -PM1 + +- - - -►- TRAMC t- POWER POLE W /DROP LINE & TRANSFORMER STRAIGHT /RIGHT TURN ARROW 0 FIRE PIT STRAIGHT /RIGHT TURN ARROW ° 4 LEFT /RIGHT TURN ARROW e`vT' M STRAIGHT /LEFT /RIGHT TURN ARROW `"o° +A LEFT TURN ARROW 0 POWER POLE RIGHT TURN ARROW i1 MAILBOX STRAIGHT ARROW s t HANDICAP PARKING i. b BIKE LANE do db TRAFFIC SIGN 11`1,11 POWER VAULT /MANHOLE INFORMATION SIGN -' T STREET LIGHT SIGNAL CONTROL BOX UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 EXISTING FEATURES WETLAND WITH BUFFER � v i 0 WETLAND FLAG — CLEARING LIMITS POWER POLE W /DROP LINE & LIGHT FILTER FABRIC FENCE Y BIKE RACK SANITARY SEWER LINES WITHIN ONLY ONE ROADWAY BLOCK AT A m�sscr.. POWER POLE W /DROP LINE, LIGHT & TRANSFORMER TIME AND SHALL COMPLETE THE TEMPORARY HOT -MIX ASPHALT (AS DEFINED) DEBRIS PILE t- POWER POLE W /DROP LINE & TRANSFORMER A 0 FIRE PIT - POWER POLE W /LIGHT ROCK CHECK DAM <- BOLLARD - POWER POLE W /LIGHT & TRANSFORMER AND ASPHALT RAMPS /WEDGES MUST BE PLACED AROUND THE u HORSE SHOE PIT 0 POWER POLE GRAVEL CONE i1 MAILBOX 4 POWER POLE W /TRANSFORMER MANHOLE M, MILE POST MARKER ai PAD MOUNTED TRANSFORMER ® WARNING: 's's�tlSheB eltl0 c. I�II 1 SOIL LOG 11`1,11 POWER VAULT /MANHOLE BLOCK EnOlnMtln9 IP"icHiiec SIGN vt SIGNAL CONTROL BOX UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 -� SEPTIC DISTRIBUTION BOX LC SIGNAL JUNCTION BOX NUMBER @ SANITARY SEWER STUB MARKER POST 51 TRAFFIC PEDESTRIAN POLE BW BACK OF WALK OC ON CENTER CTR CENTER OD SEPTIC VENT C-K= TRAFFIC SIGNAL POLE OHW . STORM PIPE INLET /OUTLET C TRAFFIC SIGNAL POLE W /LIGHT POINT OF INTERSECTION CL /CE CENTERLINE PP POWER POLE CLR t� STORM DRAIN STUB MARKER POST ;, FIBER OPTIC MANHOLE CORRUGATED METAL PIPE PE ROOF DRAIN CO FIBER OPTIC STUB MARKER POST PERF dN CATCH BASIN T <- TELEPHONE GUY ANCHOR POLYVINYL CHLORIDE C CABLE TV MARKER POST r -Gd TELEPHONE ANCHOR POLE CONN CONNECTION PVT POINT OF VERTICAL TANGENCY CONTR CONTRACTOR c� CABLE TV RISER N TELEPHONE JUNCTION BOX (UG) PT C SATELLITE DISH .. TELEPHONE MANHOLE QUANTITY `k LUMINAIRE W /ARM RET TELEPHONE STUB MARKER POST CF CUBIC FEET LUMINAIRE -o- TELEPHONE POLE CUBIC FEET PER SECOND �c LANDSCAPE LIGHT ❑ TELEPHONE RISER RED k YARD LIGHT (UNDER 10' TALL) Y3 FIRE DEPT CONNECTION REINFORCED DIA /0 GAS STUB MARKER POST REQ HOSE BIB DOT LA GAS VALVE fiu IRRIGATION CONTROL VALVE DIMENSION ° °O OIL FILLER CAP Gj WATER MANHOLE SCH PE- GUY ANCHOR U WATER STUB MARKER POST STORM DRAIN P - <�U GUY POLE "rove, MONITORING WELL E EAST SHT a ^v ELEV ELEVATION e.a POWER GRATE v POST INDICATOR VALVE SQ .:, ELECTRICAL JUNCTION PULL /BOX .. SPRINKLER HEAD SANITARY SEWER EVC ELECTRICAL STUB MARKER POST ,_.. WATER VAULT EXIST LZ ELECTRICAL METER ,`-9' WATER WELL � TC GAS FIG FINISH GRADE TEL _--- --- OIL FIG OIL -... ____.- {7__.__ --- . FENCE, BOARD FIN P THRU POWER (BURIED) -- - >< - FENCE, BARB -WIRE TOW/TW — — F — — POWER (AERIAL) - - -- -- 0-- - - - - -- FENCE, CHAIN -LINK ro FEET FIBER OPTICS - - - -- - FENCE, ELECTRIC FORCE MAIN W WEST GA GAUGE W/ T - TELEPHONE (BURIED) W/0 WITHOUT FENCE HOG WIRE — — T WSS TELEPHONE (AERIAL) --- 1,1,1,1, -- FENCE, SPLIT RAIL TV CABLE (BURIED) --- FENCE, WIRE -- -- --- -- TV CABLE (AERIAL) ---- -- -('j -- 1,1,1,1, -- FENCE WROUGHT IRON CREEK OR STREAM CENTERLINE -- i1, - --{ -- RAILROAD TRACKS WETLAND WITH BUFFER � v i STREAM WITH BUFFER T.ES.C.P. CONSTRUCTION SEQUENCE: — — — — CLEARING LIMITS PROPOSED MONUMENT FILTER FABRIC FENCE 1. THE CONTRACTOR SHALL COMPLETE THE INSTALLATION OF THE x/— FOUND MONUMENT IN SANITARY SEWER LINES WITHIN ONLY ONE ROADWAY BLOCK AT A m�sscr.. CUTOFF SCALE TIME AND SHALL COMPLETE THE TEMPORARY HOT -MIX ASPHALT (AS DEFINED) RESTORATION OF EACH ROADWAY BLOCK BEFORE BEGINNING INTERCEPTOR DITCH WORK IN ANOTHER BLOCK. A --- - - -E]-- N.G.P.E. FENCE 2. TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE (R) SHALL BE ACCOMPLISHED BY USING HOT -MIX ASPHALT (HMA). ® ROCK CHECK DAM STEEL PLATES MAY BE USED OVERNIGHT TO COVER THE LAST NON- RADIAL BEARING SECTION OF TRENCH. STEEL PLATES MUST BE PINNED DOWN ME SEDIMENT FILTER AND ASPHALT RAMPS /WEDGES MUST BE PLACED AROUND THE MAX ® PLATES. STEEL PLATES SHALL NOT BE USED ON STEEP GRADES STRAW BALE OR WHERE STEEL PLATES PRESENT A ROADWAY HAZARD. GRAVEL CONE MANUFACTURER RIP RAP PAD ASSEMBLY CONSTRUCTION ENTRANCE MANHOLE BF tf CONSULTING ENGINEERS 0 FIRST ® WARNING: 's's�tlSheB eltl0 c. I�II 1 Way. WA Fetlerel Way. Wh 88003 �vx m e e Y MYW THE UTILITY LOCATIONS SHOWN www•esmcivil.com x BLOCK EnOlnMtln9 IP"icHiiec MISCELLANEOUS PuY I Propel Mnrw9emenl I Lan6acape \u,e ARE APPROXIMATE ONLY. DEPTH ` " ° "` W " "` ,Sjf.1� UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 L 1 11' NO. STREAM WITH BUFFER REVISION BY I DATE I APPR ABBREVIATIONS AVE SURVEY ID INSIDE DIAMETER PROPOSED MONUMENT IN CASE ® FOUND MONUMENT IN CASE OoM PROPOSED MONUMENT (AS DEFINED) O°pM FOUND MONUMENT (AS DEFINED) A DELTA AMERICAN NATIONAL STANDARDS INSTITUTE (R) RADIAL BEARING < > AP (NR) NON- RADIAL BEARING LINEAL FEET L ARC LENGTH MAX REVISION BY I DATE I APPR ABBREVIATIONS AVE AVENUE ID INSIDE DIAMETER AC ASBESTOS CEMENT PIPE IE INVERT ELEVATION ADJ ADJACENT IN INCHES ALUM ALUMINUM L LENGTH ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LB POUNDS AP ANGLE POINT LF LINEAL FEET ASPH ASPHALT MAX MAXIMUM ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER ASSY ASSEMBLY MH MANHOLE BF BLIND FLANGE MIN MINIMUM BLDG BUILDING MJ MECHANICAL JOINT BILK BLOCK MISC MISCELLANEOUS BO BLOW OFF N NORTH BOW /BW BOTTOM OF WALL NO NUMBER BVC BEGIN VERTICAL CURVE NTS NOT TO SCALE BW BACK OF WALK OC ON CENTER CTR CENTER OD OUTSIDE DIAMETER CB CATCH BASIN OHW ORDINARY HIGH WATER CI CAST IRON PI POINT OF INTERSECTION CL /CE CENTERLINE PP POWER POLE CLR CLEAR PVI POINT OF VERTICAL INTERSECTION CMP CORRUGATED METAL PIPE PE POLYETHYLENE CO CLEANOUT PERF PERFORATED CONIC CONCRETE PVC POLYVINYL CHLORIDE C CONDUIT PVMT PAVEMENT CONN CONNECTION PVT POINT OF VERTICAL TANGENCY CONTR CONTRACTOR PC POINT OF CURVATURE CONT CONTINUED PT POINT OF TANGENCY CY CUBIC YARDS QTY QUANTITY CL CLASS RET RETAINING CF CUBIC FEET RR RAILROAD CFS CUBIC FEET PER SECOND R RADIUS DC DEGREE OF CURVATURE RED REDUCER DI DUCTILE IRON REINF REINFORCED DIA /0 DIAMETER REQ REQUIRED DOT DEPARTMENT OF TRANSPORTATION R/W RIGHT OF WAY DIM DIMENSION S SOUTH DWGS DRAWINGS SCH SCHEDULE D DRAIN SO STORM DRAIN EDP EDGE OF PAVEMENT SF SQUARE FEET E EAST SHT SHEET ELEV ELEVATION SPECS SPECIFICATIONS EL ELEVATION SQ SQUARE ELEC ELECTRICAL SS SANITARY SEWER EVC END VERTICAL CURVE STA STATION EXIST EXISTING STD STANDARD FDC FIRE DEPARTMENT CONNECTION TC TOP OF CURB FIG FINISH GRADE TEL TELEPHONE FIG FIGURE THIRD THREADED FIN FINISHED THRU THROUGH FL /FL FLOWLINE TOW/TW TOP OF WALL FL FLANGE TYP TYPICAL FT FEET VERT VERTICAL FM FORCE MAIN W WEST GA GAUGE W/ WITH GALV GALVANIZED W/0 WITHOUT GI GALVANIZED IRON WSS WATER SAMPLING STATION GV GATE VALVE VERI. NAw 1989 NT HOft20MN.. NM I90J /1991 °I "i1,---- - -f -'- �J DATUM AT NLL A IF I. ONE H INC I SGLE CLUPMNCIY 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. 8" SEWER FORCE MAIN SHALL BE C900 CLASS 200 PIPE MATERIAL. 3. GRAVITY SANITARY SEWER PIPE MATERIAL: • PVC SDR35 — 4' TO 15' OF COVER — 18 "0 OR LESS • PVC C905 DR21 — OVER 18 "0 • 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 1lh" 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- 361616 �= CITY OF RENTON Planning /Building /Public Works Dept. CHECKED FOR COMPLIANCE TO CITY STANDARDS (X�i/" i ISSAQUAH SCHOOL DISTRICT SANITARY SEWER EXTENSION - P2 LEGEND AND GENERAL NOTES 0,bf i 5 -3GI/6 01/11/12 LG -01