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N CL .1� 8 d t g8 S m N 0 0 N V i a i m m N O J LEGEND: EXISTING: PROPOSED: — — CLEARING LIMITS — TEMPORARY CONSTRUCTION EASEMENT 20 NEW CONTOUR (INDEX) NEW CONTOUR (NOMINAL) �- -o o—�— STEEL PIPE GUARDRAI Q SURVEY CONTROL POINT �'ji KEYED NOTES MATERIAL SYMBOLS ® STREAMBED GRAVEL (SECTION) ® STEEL (SECTION) CRUSHED SURFACING (SECTION) NEW HMA (PLAN) CONCRETE (PLAN NEW HMA (SECTION) OR SECTION) EXISTING CONCRETE (PLAN OR SECTION) RIP RAP 7i EARTH (SECTION) :l EXISTING CONTOUR (INDEX) LB EXISTING CONTOUR (NOMINAL) -- — — LF RIGHT -OF -WAY LINES -- - LP ROAD CENTER LINE -- -- - -- PROPERTY LINE BOT EASEMENT l r ORDINARY HIGH WATER (OHW) - WETLANDS BOUNDARY - - - -6,. - WATER LINES MH 10" POWER CAST IN PLACE 2" POWER CJ 12" SEWER MIN GAS LINE -- - -- - SECT•ON LINES CL LOT LINES STORM DRAIN LNES - UNDERGROUND TELEPHONE LINES ss - -- SANITARY SEWER NE STREET LIGHT ASSEMBLY CLEAN OUT NO COMM FIRE HYDRANT NTS CONC <I GATE VALVE CSBC MONUMENT IN CASE OC STORM DRAIN CATCH BASIN CRUSHED SURFACING TOP COURSE STORM DRAIN CLEANOUT CTJ STORM DRAIN MANHOLE OHW CONIFER TREE r� f,) DECIDUOUS TREE PSE SIGN POTHOLE DI SANITARY SEWER MANHOLE r UTILITY POLE WITH LIGHT DIAMETER LIGHT POLE DWG ORDINARY HIGH WATER FLAG ^i POWER VAULT ji TRANSFORMER TRAFFIC BOX RT WATER METER EASTING, EAST TELEPHONE VAULT EF STREET LIGHT BOX PROPOSED: — — CLEARING LIMITS — TEMPORARY CONSTRUCTION EASEMENT 20 NEW CONTOUR (INDEX) NEW CONTOUR (NOMINAL) �- -o o—�— STEEL PIPE GUARDRAI Q SURVEY CONTROL POINT �'ji KEYED NOTES MATERIAL SYMBOLS ® STREAMBED GRAVEL (SECTION) ® STEEL (SECTION) CRUSHED SURFACING (SECTION) NEW HMA (PLAN) CONCRETE (PLAN NEW HMA (SECTION) OR SECTION) EXISTING CONCRETE (PLAN OR SECTION) RIP RAP 7i EARTH (SECTION) :l ANGLE POINT LB APPROX APPROXIMATE LF l 164381,56 LP v Pj3 BENCH MARK LT BOT BOTTOM l r 5S� � PIP L4T G ED ABBREVIATIONS: AP ANGLE POINT LB APPROX APPROXIMATE LF FND MON IN CASE NAIL & CONC 164381,56 LP BM BENCH MARK LT BOT BOTTOM LWO CB CATCH BASIN MAX CI CAST IRON MH CIP CAST IN PLACE MIC CJ CONSTRUCTION JOINT MIN 164436.27 CENTER LINE MON CL CLASS CLF CHAIN LINK FENCE N CMP CORRUGATED METAL PIPE NE CO CLEAN OUT NO COMM COMMUNICATION NTS CONC CONCRETE CSBC CRUSHED SURFACING BASE COURSE OC CSTC CRUSHED SURFACING TOP COURSE OD CTJ CONTROL JOINT OHW CTR CENTER CY CUBIC YARD PSE PVC DI DUCTILE IRON OIA DIAMETER R DWG DRAWING RCP DWL DOWEL ROW RT E EASTING, EAST EF EACH FACE S EL, ELEV ELEVATION SO EDP EDGE OF PAVEMENT SDMH ESC EROSION AND SEDIMENT CONTRO SE EW EACH WAY SHT EX, EXIST EXISTING SIM SS FNO FOUND SSMH FOW FACE OF WALL STA STD GALV GALVANIZED SW SWPPP HOPE HIGH DENSITY POLYTHENE P PE HOOK HK TESC HORIZ HORIZONTAL TOG HPA HYDRAULIC PROJECT APPROVAL TYP ID INSIDE DIAMETER VA IE NVERT ELEVATION VERT WDFW WSEL WT NO. I REVISION SURVEY CONTROL PLAN SCALE: 1 " -40' SEE TABLE 1, THIS DWG POUND LINEAR FEET LOW PONT LEFT LARGE WOODY DEBRIS MAXIMUM MANHOLE MONUMENT 4N CASE MINIMUM MONUMENT NORTHING, NORTH NORTHEAST NUMBER NOT TO SCALE TABLE 1: SURVEY CONTROL POINT TABLE ON CENTER OUTSIDE DIAMETER ORDINARY HIGH WATER PUGET SOUND ENERGY POLYVINYL CHLORIDE RADIUS REINFORCED CONCRETE PIPING RIGHT OF WAY RIGHT GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARDS AND SPECIFICATIONS AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 2006, AND AS AMENDED BY THE CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS AND THE CONTRACT SPECIAL PROVISIONS. 2. ALL WORK WITHIN THE SITE SHALL BE SUBJECT TO THE INSPECTION OF THE CITY ENGINEER OR DESIGNATED REPRESENTATIVE. 3. A COPY OF THESE APPROVED PLANS AND PROJECT SPECIFICATIONS MUST BE ON THE SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4, PRIOR TO ANY SITE CONSTRUCTION THAT INCLUDES CLEARING OR GRADING, THE SITE CONSTRUCTION LIMITS SHALL BE LOCATED AND IDENTIFIED BY THE CONTRACTOR'S PROJECT SURVEYOR AND APPROVED OF BY THE CITY. 5. TEMPORARY EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN ACCORDANCE WITH APPROVED TEMPORARY EROSION AND SEDIMENT CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 6. PUBLIC STREETS SHALL BE CLEANED ONCE PER DAY OR AS DIRECTED BY THE CITY. FLUSHING OF STREETS WITH WATER WILL NOT BE ALLOWED. 7. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION. UTILITIES SHOWN HERE ARE FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING SAID UTILITIES. CONTRACTOR SHALL CONTACT UNDERGROUND UTILITIES LOCATION CENTER (1 -800- 425 -5555) 48 HOURS PRIOR TO BEGrNNING OF CONSTRUCTION AND OBTAIN ON -SITE UTILITY LOCATIONS. 8. THE CONTRACTOR SHALL COMPLY WITH ALL OTHER NECESSARY PERMITS AND REQUIREMENTS BY THE CITY OF RENTON. SEE APPROVED PERMITS AND PERMIT REQUIREMENTS IN PROJECT SPECIAL PROVISIONS. 9. IN ACCORDANCE WITH APPROVED PERMITS, CONSTRUCTION WITHIN THE ORDNARY HIGH WATER (OHW) MARK WILL BE LIMITED TO BETWEEN JUNE 15, 2008 AND OCTOBER 15, 2008. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF TRAFFIC CONTROI PLANS. CONTRACTOR SHALL SUBMIT PLANS TO ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION. POINT DESCRIPTION NORTHING EASTING ELEV A FND MON IN CASE NAIL & CONC 164381,56 1299953.45 156.BD QB FNO MON IN CASE BRASS NAIL & PUNCH 164411.43 13DD334.67 174.97 C.O.R. # 1865 QC TEMPORARY BM 1139 -11.4 SET PACE NAIL & WASHER 164436.27 13DD318.06 175.21 SLOPE STORM DRAIN HORIZONTAL DATUM: NAG 83/91 CITY OF RENTON CONTROL POINT 1865 STORM DRAIN MANHOLE SOUTHEAST VERTICAL DATUM: NAVD 88 CTY OF RENTON BENCHMARK 1865 SHEET ELEV =174.97 SIMILAR SANITARY SEWER SANITARY SEWER MANHOLE STATION STANDARD SOUTHWEST STORMWATER POLLUTION PREVENTION PLAN TEMPORARY EROSION AND SEDIMENT CONTROL TOP OF GRATE TYPICAL VAULT VERTICAL WASHINGTON DEPARTMENT OF FISH AND WILDLIFE WATER SURFACE ELEVATION WEIGHT ffm 4 =I SL SECTION INDICATOR DRAWING ON WHICH SECTION IS CUT (Cl) A SECTION LETTER C2 DRAWING REFERENCE NUMBER ON WHICH SECTION APPEARS DRAWING ON WHCH SECTION APPEARS (C2) D ETAI L A SECTION LETTER DESCRIPTION (OPTIONAL) C1 DRAWING REFERENCE NUMBER SCALE: 1" = XX' ON WHICH SECTION IS CUT MIICY: MMl 1 AS SHOWN n�j CITY OF eDAT an RENTON Planning /Building /Public Works Dept s xmaw� suc ,�mmr � CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 DETAIL INDICATOR DRAWING ON WHICH DETAIL IS REFERENCED (Cl) DETAIL NUMBER C2 ORAWNG NUMBER ON WHICH DETAIL APPEARS DRAWING ON WHICH DETAIL APPEARS (C2) D ETAI L DETAIL NUMBER DESCRIPTION (OPTIONAL) C1 DRAWING REFERENCE NUMBER SCALE: 1" = XX' ON WHICH IS REFERENCED CARR. ROAD - PANTHER CREEK 8/19/08 EMERGENCY CULVERT REPAIR PROJECT LEGEND, ABBREVIATIONS, C2 GENERAL NOTES, AND SURVEY CONTROL 2 e