The URL can be used to link to this page

Home My WebLink AboutSWP2703440.2co LEGEND: EXISTING: EX -STING CONTOUR (INDEX) EXISTING CONTOUR (NOMINALI RIGHT-OF-WAY LINES ROAD CENTER LINE PROPERTY LINE EASEMENT ORDINARY HIGH WATER (OHW) WETLANDS BOUNDARY • WATER LINES 1 D" POWER 2' POWER 12" SEWER GAS LINE SECT ON LINES LOT LINES STORM DRAIN L NES UNDERGROUND TELEPHONE LNES SANITARY SEINER STREET LIGHT ASSEMBLY FIRE HYDRANT GATE VALVE MONUMENT iN CASE STORM DRAIN CATCH BASIN STORM DRAIN CLEANOUT STORM DRAIN MANHOLE CONIFER TREE DECIDUOUS TREE SIGN POTHOLE SANITARY SEWER MANHOLE UTILITY POLE WITH LIGHT L GHT POLE ``- ORDINARY HIGH WATER FLAG POWER VAULT TRANSFORMER TRAFFIC BOX WATER METER TELEPHONE VAULT STREET LIGHT BOX MATERIAL SYMBOLS STREAMBEO GRAVEL (SECTION) CRUSHED SURFACING (SECTION) CONCRETE (PLAN OR SECTION) EXISTING CONCRETE (PLAN OR SECPON) RIP RAP EARTH (SECTION) PROPOSED: CLEAR NG LIMITS TEMPORARY CONSTRUCTION EASEMENT 20 NEW CONTOUR (INDEX) NEW CONTOUR (NOMINAL) STEEL PIPE GUARDRAIL A SURVEY CONTRO POINT KEYED NO"ES STEEL (SECTION) NEW HMA (PLAN) NEW HMA (SECTION) A e�r� t 7—cK—oe ABBREVIATIONS: AP ANGLE POINT APPROX APPROXIMATE BM BENCH MARK BOT BOTTOM CB CATCH BASIN CI CAST IRON CIP CAST IN PLACE CJ CONSTRUCTION JOINT CENTER LINE CL CLASS CLF CHAIN LINK FENCE CMP CORRUGATED METAL PIPE CO CLEAN OUT COMM COMMUNICATION CONC CONCRETE CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE CTJ CONTROL JOINT CTR CENTER CY CUBIC YARD DI DUCTILE IRON OIA DIAMETER DWG DRAWING DWL DOWEL E EASTING, EAST EF EACH FACE EL, ELEV ELEVATION EOP EDGE OF PAVEMENT ESC EROSION AND SEDIMENT CONTRO_ EW EACH WAY EX, EXIST EXISTING FNO FOUND FOW FACE OF WALL GALV GALVANIZED HDPE HIGH DENSITY POLYTHENE PPE HOOK HK HORIZ HOR ZONTA:. HPA HYDRAULIC PROJECT APPROVAL ID 'INSIDE OIAMETER IE NVERT ELEVATON 0 100% SUBMITTAL NO. LB LF LP LT LWO MAX MH MIC MIN MON N NE NO NTS OC OD OHW PSE PVC S SD SDMH SE SHT SIM SS SSMH STA STD SW SWPPP TESL TOG TYP mm WDFW WSEL WT REVISION SURVEY CONTROL PLAN SEE TABLE 1, THIS DWG POUND LINEAR FEET LOW PONT LEFT LARGE WOODY OEBR'S MAXIMUM MANHOLE MONUMENT N CASE MINIMUM MONUMENT NORTHING, NORTH NORTHEAST NUMBER (317NERAL 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 Ac 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 ENG VEER OR DESIGNATED REPRESENTATIVE. I 3. A COPY OF THESE APPROVED PLANS AND PROJECT SPECIFICATIONS R= 432.4I MUST BE ON THE SITE WHENEVER CONSTRUCTION IS IN PROGRESS. L=175.83 A=7'01' 4. PRIOR TO ANY SITE CONSTRUCTION THAT INCLUDES CLEARING OR --�` GRADING, THE SITE CONSTRUCTION LIMITS SHALL BE LOCATED AND E 1 �k)0334 6 IDENTIFIED BY THE CONTRACTOR'S PROJECT SURVEYOR AND APPROVED ELEV --1 0 4 97 OF BY THE CITY. (ON-0 41 g 5. TEMPORARY EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN ACCORDANCE WITH APPROVED TEMPORARY EROSION ANO SEDIMENT CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING IS COMPLETED MO THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 6. PUBLIC STREETS SHALL BE CLEANED ONCE PER DAY OR AS URE?I=r' BY THE CITY. FLUSHING OF STREETS WITH WATER WILL NOT BE ALLOWED. 7. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONS BLE FOR VERIFYING THE LOCATIONS OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION. UTILITIES SHOWN HERE N ARE FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING SAID UTILITIES. CONTRACTOR SHALL CONTACT UNDERGROUND UTILITIES LOCATON CENTER (1-800-425-5555) 48 HOURS PRIOR TO BEG NNING OF CONSTRUCTION AND OBTAIN ON -SITE UTILITY LOCATIONS. 8. THE CONTRACTOR SHALL COMPLY WITH ALL OTHER NECESSARY PERMITS AND REQL.-�REMENTS BY THE CITY OF RENTON. SEE APPROVED PERMITS AND PERMIT REQUIREMENTS IN PROJECT SPECIAL PROVISIONS. 9. 'N ACCORDANCE WITH APPROVED PERMITS, CONSTRUCTION WITHIN THE ORD NARY 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. NOT '° ""`t TABLE 1: SURVEY CONTROL POINT TABLE ON CENTER OUTSIDE DIAMETER ORDINARY NIGH WATER PUGEf SOUND ENERGY POLYVINYL CHLORIDE RADIUS REINFORCED CONCRETE PIPING RIGHT OF WAY RIGHT POINT DESCRIPTION NORTHING FASTING ELEV QA tTlD MOM IN CASE NAIL do CONC 164381.56 1299953.45 156.8D Q8 FTlO MON IN CASE BRASS NAIL &PUNCH 164411.43 13DD334.67 174.97 C.O.R. 1 1865 Q TEMPORARY BM 1139-11.4 SET PACE NAIL &WASHER 164436.27 13DD318.06 175.21 SLOPE STORM DRAIN HORIZONTAL DATUM: NAO 83/91 CITY OF RENTON CONTROL POINT 1865 STORM DRAIN MANHOLE SOUTHEAST VERTICAL DATUM: NAVD 88 C TY OF RENTON BENCHMARK 1865 SHE 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 W LDL FE WATER SURFACE ELEVATION WEIGHT SECTION INDICATOR DRAWING ON WHICH SECTION IS CT (C1 } �*A SECTION LETTER C2 DRAWING REFERENCE NUMBER ON WHICH SECTION APPEARS DRAWING ON WHICH SECTION APPEARS (C2) - DETAIL A sEcnani LETTER DESCRiPTON (OPT ONAL) c 1 DRAWING REFERENCE NUMBER SCALE: 1" = XX' pN WHICH SECTION IS CUT AS SHOWN ac na, —4, �r rt�� w.t roram� 9= . ® CITY OF RENTON Planning/Building/Public Works Dept, CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 DETAIL INDICAT DRAWING ON WHICH DETAIL S REFERENCED (Cl C2 CDETAIL NUMBER ORAWNG NUMBER ON WHICH DETAIL APPEARS DRAWING ON WH-CH DETAIL APPEARS (C2 D ETAI L DETAIL NUMBER DESCRIPTION (OPTIONAL) ORAWING REFERENCE NUMBER SCALE: 1" = XX' ON WHICH IS REFERENCED mm CARR ROAD - PANTHER CREEK 8/1 9/08 EMERGENCY CULVERT REPAIR PROJECTFROM LEGEND, ABBREVIATIONS, G2 GENERAL NOTES, AND SURVEY CONTROL MCF 2 aV 8 IDI-13141410101a