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Home My WebLink AboutWWP2703621.34LEGEND PROPOSED EXISTING FEATURES z _O U) z W X W W w 0 {) ROADWAY ROADWAY CENTERLINE PROPERTY / LOT LINE RIGHT—OF—WAY BOUNDARY LINE EASEMENT LINE BUILDING SETBACK LINE ROLLED CURB AND GUTTER VERTICAL CURB AND GUTTER CONTOUR (MINOR) CONTOUR (MAJOR) FOOTING DRAIN FLOWPATH SPOT ELEVATION TOP/TOE OF SLOPE CONCRETE SIDEWALK CONCRETE BLOCK WALL ROCKERY BARRICADE BOLLARDS MAILBOX DOWNSPOUTS STORM DRAINAGE CATCH BASIN TYPE 1 W/GRATE CATCH BASIN TYPE 1 W/SOLID LID CATCH BASIN TYPE 2 W/GRATE CATCH BASIN TYPE 2 W/SOLID LID STORM DRAIN MANHOLE BEEHIVE MANHOLE YARD DRAIN (ROUND LID) YARD DRAIN STORM DRAIN CLEAN —OUT STORM DRAIN PIPE ROOF DRAIN SD SERVICE 6" CPEP WITH INVERT 0 END OF PIPE SANITARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER GRAVITY SANITARY SEWER FORCE MAIN TRAFFIC STRAIGHT/RIGHT TURN ARROW STRAIGHT/RIGHT TURN ARROW LEFT/RIGHT TURN ARROW STRAIGHT/LEFT/RIGHT TURN ARROW LEFT TURN ARROW RIGHT TURN ARROW STRAIGHT ARROW HANDICAP PARKING BIKE LANE TRAFFIC SIGN INFORMATION SIGN STREET LIGHT — — — 820--- A J S FM 8215� X 1 1 4 M T WETLAND FLAG POWER POLE W/DROP LINE & LIGHT BIKE RACK POWER POLE W/DROP LINE, LIGHT & TRANSFORMER DEBRIS PILE POWER POLE W/DROP LINE & TRANSFORMER FIRE PIT POWER POLE W/LIGHT BOLLARD POWER POLE W/LIGHT & TRANSFORMER HORSE SHOE PIT POWER POLE MAILBOX POWER POLE W/TRANSFORMER MILE POST MARKER PAD MOUNTED TRANSFORMER SOIL LOG POWER VAULT/MANHOLE SIGN SIGNAL CONTROL BOX SEPTIC DISTRIBUTION BOX SIGNAL JUNCTION BOX SANITARY SEWER STUB MARKER POST TRAFFIC PEDESTRIAN POLE SEPTIC VENT TRAFFIC SIGNAL POLE STORM PIPE INLET/OUTLET TRAFFIC SIGNAL POLE W/LIGHT STORM DRAIN STUB MARKER POST FIBER OPTIC MANHOLE ROOF DRAIN FIBER OPTIC STUB MARKER POST CATCH BASIN TELEPHONE GUY ANCHOR CABLE TV MARKER POST TELEPHONE ANCHOR POLE CABLE TV RISER TELEPHONE JUNCTION BOX (UG) SATELLITE DISH TELEPHONE MANHOLE LUMINAIRE W/ARM TELEPHONE STUB MARKER POST LUMINAIRE TELEPHONE POLE LANDSCAPE LIGHT TELEPHONE RISER YARD LIGHT (UNDER 10' TALL) FIRE DEPT CONNECTION GAS STUB MARKER POST HOSE BIB GAS VALVE IRRIGATION CONTROL VALVE OIL FILLER CAP WATER MANHOLE GUY ANCHOR WATER STUB MARKER POST GUY POLE MONITORING WELL POWER GRATE POST INDICATOR VALVE ELECTRICAL JUNCTION PULL/BOX SPRINKLER HEAD ELECTRICAL STUB MARKER POST WATER VAULT ELECTRICAL METER WATER WELL GAS GUARD RAIL OIL FENCE, BOARD POWER (BURIED) FENCE, BARB -WIRE POWER (AERIAL) FENCE, CHAIN -LINK FIBER OPTICS FENCE, ELECTRIC TELEPHONE (BURIED) FENCE HOG WIRE TELEPHONE (AERIAL) FENCE, SPLIT RAIL TV CABLE (BURIED) FENCE, WIRE TV CABLE (AERIAL) FENCE WROUGHT IRON CREEK OR STREAM CENTERLINE RAILROAD TRACKS I WETLAND WITH BUFFER STREAM WITH BUFFER T.E.S.C.P. SURVEY CONSTRUCTION SEQUENCE: CLEARING LIMITS 6 PROPOSED MONUMENT IN CASE FILTER FABRIC FENCE (1) FOUND MONUMENT IN casE 1. THE CONTRACTOR SHALL COMPLETE THE INSTALLATION OF THE A A SANITARY SEWER LINES WITHIN ONLY ONE ROADWAY BLOCK AT A CUTOFF SWALE OoM PROPOSED MONUMENT (AS DEFINED) TIME AND SHALL COMPLETE THE TEMPORARY HOT —MIX ASPHALT RESTORATION OF EACH ROADWAY BLOCK BEFORE BEGINNING i-— INTERCEPTOR DITCH OOM FOUND MONUMENT (AS DEFINED) WORK IN ANOTHER BLOCK. - —�— — —�— — N.G.P.E, FENCE 2, TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE SHALL BE ACCOMPLISHED BY USING HOT -MIX ASPHALT (HMA). ® ROCK CHECK DAM DELTA STEEL PLATES MAY BE USED OVERNIGHT TO COVER THE LAST 0 SEDIMENT FILTER (R) RADIAL BEARING < > SECTION OF TRENCH. STEEL PLATES MUST BE PINNED DOWN AND ASPHALT RAMPS/WEDGES MUST BE PLACED AROUND THE (NR) NON -RADIAL BEARING PLATES. STEEL PLATES SHALL NOT BE USED ON STEEP GRADES STRAW BALE OR WHERE STEEL PLATES PRESENT A ROADWAY HAZARD. GRAVEL CONE L ARC LENGTH JIM RIP RAP PAD CONSTRUCTION ENTRANCE WARNING: THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1-800-424-5555. ®CONSULTING E N G I N E E R S L L C 33400 8th Avenue S, Suite 205 Federal Way. WA 98003 FEDERAL Wky (253) 838-6113 www.esmcivii.com rvFRF7 4251297-99°° Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB # 1655-001-011 43175 � STD S��NAL EN�� 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 MYLAR SUBMITTAL 3 SANITARY SEWER REIS 4 SANITARY SEWER REVISIONS 5 AS —BUILT SUBMITTAL NO. REVISION ABBREVIATIONS AVE AVENUE AC ASBESTOS CEMENT PIPE ADJ 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 BLK 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/(i CENTERLINE CLR CLEAR CMP CORRUGATED METAL PIPE CO CLEANOUT CONIC 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 EOP EDGE OF PAVEMENT E EAST ELEV ELEVATION EL ELEVATION ELEC ELECTRICAL EVC END VERTICAL CURVE EXIST EXISTING FDC FIRE DEPARTMENT CONNECTION FIG FINISH GRADE FIG FIGURE FIN FINISHED FL/E FLOWLINE FL FLANGE FT FEET FM FORCE MAIN GA GAUGE GALV GALVANIZED GI GALVANIZED IRON GV GATE VALVE ESM 11sm 12 SURVEYED: MMM1/122 1/24 DESIGNED: BW ESQ) 121 10 w 12 DRAWN: ES ESM M 123�13 CHECKED: ?' I DATE I APPR APPROVED S('A,_-. S-362149 VERTICAL: NAVD 1988 IM HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY GENERAL NOTES: 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF ID INSIDE DIAMETER RENTON PUBLIC WORKS DEPARTMENT AND THE 2008 EDITION OF IE INVERT ELEVATION THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE IN INCHES RENTON STANDARD PLANS & SPECIFICATIONS. SOME STANDARD DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THE CONTRACT. L LENGTH THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED IN THE CONTRACT DOCUMENTS. A SET OF APPROVED PLANS LB POUNDS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. LF LINEAL FEET 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE MAX MAXIMUM AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR MFR MANUFACTURER DISTURBANCE. FOR UTILITY LOCATES CALL 800-424-5555 (OR MH MANHOLE 81 1) A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION. MIN MINIMUM 3. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE —CONSTRUCTION MEETING, ANY MJ MECHANICAL JOINT MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION. MISC MISCELLANEOUS N NORTH 4. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON STANDARD DETAILS UNLESS OTHERWISE NOTED. NO NUMBER 5. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO NTS NOT TO SCALE REMOVE DUST AND DEBRIS FROM PAVEMENT AREA AS DIRECTED BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE OC ON CENTER PERMITTED. OD OUTSIDE DIAMETER 6. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR OHW ORDINARY HIGH WATER SHALL PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL STORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR PI POINT OF INTERSECTION SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS AND REPLACE AS NECESSARY. PP POWER POLE PVI POINT OF VERTICAL INTERSECTION 7. PAVEMENT MARKINGS (E.G. LANE LINE BUTTONS OR PAINT, STOP BARS, CROSSWALKS, ETC.) DAMAGED OR REMOVED DURING PE POLYETHYLENE CONSTRUCTION SHALL BE REPLACED IN KIND. PERF PERFORATED PVC POLYVINYL CHLORIDE PVMT PAVEMENT PVT POINT OF VERTICAL TANGENCY PC POINT OF CURVATURE NOTE: PT POINT OF TANGENCY QTY QUANTITY 1. LOT LINES ARE BASED ON GIS INFORMATION AND ARE FOR GENERAL INFORMATION ONLY. RET RETAINING 2. 8" SEWER FORCE MAIN SHALL BE C900 CLASS 200 PIPE RR RAILROAD MATERIAL. 3. GRAVITY SANITARY SEWER PIPE MATERIAL: R RADIUS 0 PVC SDR35 - 4' TO 15' OF COVER - 18"o OR LESS PVC C905 DR21 - OVER 18"0 RED REDUCER • PVC C900 - LESS THAN 4' OF COVER REINF REINFORCED PVC C900 - OVER 15' OF COVER REQ REQUIRED R/W RIGHT OF WAY S SOUTH SURVEY DATUM: SCH SCHEDULE HORIZONTAL DATUM: SD STORM DRAIN NAD83(91) WASHINGTON STAE PLANE COORDINATE SYSTEM NORTH ZONE SF SQUARE FEET VERTICAL DATUM: SHT SHEET NAVD 1988 CITY OF RENTON PUBLISHED BENCH MARKS SPECS SPECIFICATIONS #1909 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION SQ SQUARE OF SE 139th PLACE AND 156TH AVENUE SE. ELEVATION = 408,64 SS SANITARY SEWER #2088 CASE MONUMENT WITH 'X - BRASS DISC AT THE INTERSECTION STA STATION SE 142ND PLACE AND 156TH AVENUE SE. STD STANDARD ELEVATION = 372.34 TIC TOP OF CURB CITY OF RENTON PUBLISHED BENCH DESCRIPTIONS ARE REVERSED FOR TEL TELEPHONE BENCHMARKS #2088 AND # 1909 THRD THREADED SITE CONTROL: THRU THROUGH ESM CONTROL POINT LOCATED 27' NW OF THE INTERSECTION OF SE 136TH ST AND 168TH AVENUE SE. TOW/TW TOP OF WALL N 178033.9669, E 1323118.6406, ELEVATION = 466.25 TYP TYPICAL ESM CONTROL POINT LOCATED 511' WEST OF THE INTERSECTION OF VERT VERTICAL SE 136TH ST AND 168TH AVENUE SE ON THE SOUTHERLY EDGE OF ASPHALT. W WEST N 178031,6592, E 1322625.8698, ELEVATION = 454,97 W/ WITH W/0 WITHOUT WSS WATER SAMPLING STATION CHECKED FOR COMPLIANCE TO CITY STANDARDS RECORD DRAWING % CITY O ISSAQUAH SCHOOL DISTRICT DATE: 04/23/201 - FIELDBOOK: SANITARY SEWER EXTENSION - P2 R E N TO PAGE DRAWING NO: Planning/Building/Public Works Dept. LEGEND AND GENERAL NOTES LG-01 SHEET: OF: 1 m00 7� Y b t" x ~� �mzCD as `� 1 o x y Z D 0