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Home My WebLink AboutSWP2703223.2LLJ Q z C) LLi 0 ry n x a a a z a w Q z Ld Ll z 0 o: U w i . I N 0 i c� i 0 0 a i 0 v Q i a 0 i J u r- cn z 0 z Lil a' 0 0 0 0 0 0 i i LL 0 u z 0 z w Ln 0 0 Q) 0 V) i E Q N N i 0 0 N 0 0 N 0 L 0 c- 0 3 c- LEGEND: EXISTING: EXISTING CONTOUR (INDEX) EXISTING CONTOUR (NOMINAL) RIGHT OF WAY ROAD CENTER LINE PROPERTY LINE - - EASEMENT ORDINARY HIGH WATER (OHW) - - - - - - - - - WETLANDS BOUNDARY 12" WATER 10" POWER 2" POWER 12" SEWER 4" GAS - 24" STORM DRAIN - 16" TELEPHONE STREET LIGHT ASSEMBLY FIRE HYDRANT GATE VALVE MONUMENT IN CASE PROJECT BENCHMARK PK NAIL (CONTROL) REBAR AND CAP CULVERT STORM DRAIN CATCH BASIN STORM DRAIN CLEANOUT STORM DRAIN MANHOLE CONIFER TREE DECIDUOUS TREE SIGN POTHOLE SANITARY SEWER MANHOLE UTILITY POLE WITH LIGHT LIGHT POLE WHEELCHAIR RAMP WETLAND FLAG POWER VAULT TRANSFORMER FLAG POLE TRAFFIC BOX WATER METER TELEPHONE VAULT STREET LIGHT BOX PROPOSED: 20 NEW CONTOUR (INDEX) NEW CONTOUR (NOMINAL) TEMPORARY SILT FENCE NEW UTILITY LIMITS (SAWCUT, STREAMBED GRAVEL) 01 KEYED NOTES SURVEY CONTROL POINT 0 CATCH BASIN ID STREET LIGHT ASSEMBLY FIRE HYDRANT D4 GATE VALVE ^ ^ ^ BEAM GUARDRAIL STFFL PIPE HANDRAIL 0 REBAR AND CAP 0 STORM DRAIN CATCH BASIN ® STORM DRAIN MANHOLE CONIFER TREE 0 DECIDUOUS TREE .n SIGN O SANITARY SEWER MANHOLE WHEELCHAIR RAMP m TRAFFIC BOX ® WATER METER m STREET LIGHT BOX IiAziAOVED DATE j3 'tIC 7 MATERIAL SYMBOLS STREAMBED GRAVEL (SECTION) STEEL SECTION CRUSHED SURFACING SECTION - - GRAVEL BACKFILL SECTION CONCRETE (PLAN OR SECTION) CONTROLLED DENSITY FILL :.' . - EXISTING CONCRETE (PLAN OR SECTION) ..:.:...:.:.:.:.... ............ NEW HMA (PLAN) EARTH (SECTION) NEW HMA (SECTION) F - ABBREVIATIONS: Y w w U 1 z HA BM#1 N D_ - I SUR 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. PRIOR TO BEGINNING ROAD CONSTRUCTION, THE CONTRACTOR SHALL MEET WITH THE CITY ENGINEER FOR A PRE -CONSTRUCTION MEETING. 4. A COPY OF THESE APPROVED PLANS AND PROJECT SPECIFICATIONS MUST BE ON THE SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. 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. 6. 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. 7. PUBLIC STREETS SHALL BE CLEANED ONCE PER DAY OR AS DIRECTED BY THE CITY. FLUSHING OF STREETS WITH WATER WILL NOT BE ALLOWED. 8. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROAD CENTERLINE I F 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 VEY CONTROL P LAN UNDERGROUND UTILITIES LOCATION CENTER (1-800-424-5555) 48 HOURS PRIOR TO BEGINNING OF SCALE: 1 "=200' SEE TABLE 1, THIS DWG AC ASBESTOS CONCRETE K AD VERTICAL CURVE GEOMETRY VALUE ADA AMERICANS WITH DISABILITIES ACT LB AP ANGLE POINT LF APPROX APPROXIMATE LP LT BLDG BUILDING LWD BVCE BEGINNING OF VERTICAL CURVE ELEVATION BVCS BEGINNING OF VERTICAL CURVE STATION MAX MH CB CATCH BASIN MIC CDF CONTROLLED DENSITY FILL MIN CI CAST IRON MJ CIP CAST IN PLACE CJ CONSTRUCTION JOINT N i CENTER LINE NE CL CLASS, CENTER LINE NO CLF CHAIN LINK FENCE NTS CLR CLEAR CMP CORRUGATED METAL PIPE OC CO CLEAN OUT OD COMM COMMUNICATION OHW CONIC CONCRETE ORN CPEP CORRUGATED POLYETHYLENE PIPE CSBC CRUSHED SURFACING BASE COURSE PSE CSTC CRUSHED SURFACING TOP COURSE PVI CTJ CONTROL JOINT PVC CTR CENTER CY CUBIC YARD R RCP DI DUCTILE IRON RJ DIA DIAMETER ROW DWG DRAWING RT DWL DOWEL S E EASTING, EAST SD ECC EXTRUDED CONCRETE CURB SDMH EF EACH FACE SE EL, ELEV ELEVATION SHT EOP EDGE OF PAVEMENT SIM ESC EROSION AND SEDIMENT CONTROL SS EVCE END VERTICAL CURVE ELEVATION SSMH EVCS END VERTICAL CURVE STATION STA EW EACH WAY STD EX, EXIST EXISTING SW SWPPP FL FLANGE FOW FACE OF WALL TESL TOG GALV GALVANIZED TYP GV GATE VALVE VA HOOK HK VERT HMA HOT MIX ASPHALT VC HORIZ HORIZONTAL HPA HYDRAULIC PROJECT APPROVAL WDFW WSEL ID INSIDE DIAMETER IE INVERT ELEVATION 0 ISSUE FOR BID N0. REVISION CONSTRUCTION AND OBTAIN ON -SITE UTILITY LOCATIONS. ICI 9. 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. VERTICAL CURVE GEOMETRY VARIABLE 10. IN ACCORDANCE WITH APPROVED PERMITS, CONSTRUCTION WITHIN THE ORDINARY HIGH WATER (OHW) MARK POUND WILL BE LIMITED TO JUNE 15 THROUGH SEPTEMBER 30. LINEAR FEET 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF TRAFFIC CONTROL PLANS. CONTRACTOR SHALL LOW POINT SUBMIT PLANS TO ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION. LEFT LARGE WOODY DEBRIS 12. FOR TRENCHING REQUIREMENTS SEE CITY OF RENTON STD DETAILS B063, 3077, H032, H032.1. SEE DETAIL MAXIMUM 2, C8 FOR MAX PAY WIDTH FOR TRENCH BACKFILL. MANHOLE MONUMENT IN CASE TABLE 1: SURVEY CONTROL POINTS AND ROAD CENTERLINE ESTABLISHMENT MINIMUM MECHANICAL JOINT NORTHING, NORTH NORTHEAST NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER ORDINARY HIGH WATER ORNAMENTAL PUGET SOUND ENERGY POINT OF VERTICAL INTERSECTION POINT DESCRIPTION NORTHING EASTING ELEV BRASS CAP AT CENTER OF 167054.63 1294179.85 19.55 A2" INTERSECTION WITH SW 34TH ST AND OAKSDALE AVE SW ZL CITY OF RENTON MONUMENT 1296482.15 20.00 NO. 1861167986.23 A LEAD TACK IN CONCRETE 166969.81 1296444,93 A ROAD CENTERLINE 167012.19 1295313.11 -- STATION A-0+50 0 ROAD CENTERLINE 166969.78 1296445.68 -- STATION A10+82.57 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 POLYVINYL CHLORIDE HORIZONTAL DATUM: NORTH AMERICAN DATUM 83/91. HELD NORTH 01°35'48" EAST BETWEEN MONUMENTS AT THE INTERSECTION OF LIND AVENUE SW AND SW RADIUS 30TH ST(NOT OPEN) AND LIND AVENUE SW AND SW 23RD ST(NOT OPEN). REINFORCED CONCRETE PIPING RESTRAINED JOINT VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 88. HELD CITY OF RENTON MONUMENT NO. 1861 AT THE INTERSECTIONS OF LIND .AVENUE SW AND SW RIGHT OF WAY 30TH ST(NOT OPEN) ELEVATION 20.00 FEET AND MONUMENT NO. 1551 AT LIND AVENUE SW AND SW 23RD ST(NOT OPEN) ELEVATION 21.32 FEET. RIGHT DHA BM#1: TOP NORTHWEST BASE BOLT OF LIGHT STANDARD ±126 FEET EAST OF THE CENTERLINE OF SPRINGBROOK CREEK ON NORTH SIDE OF 34TH STREET SLOPE SOUTHWEST. ELEVATION 18.92 FEET STORM DRAIN STORM DRAIN MANHOLE DHA BM#2: CHISELED SQUARE AT SOUTHEAST CORNER CONCRETE TRANSFORMER, ±175 FEET WEST OF SPRINGBROOK CREEK CENTERLINE AND 12.0 FEET SOUTHEAST NORTH OF BACK OF WALK ON NORTH SIDE SOUTHWEST 34TH STREET. ELEVATION 21.10 FEET SHEET SIMILAR NOTE: ROAD CENTERLINE IS A STRAIGHT LINE FROM STA A-0+50 TO STA A10+82.57. BEARING = S 87°51'20" E SANITARY SEWER SANITARY SEWER MANHOLE SECTION INDICATOR DETAIL INDICATOR D-322302 STATION DRAWING ON WHICH SECTION IS CUT C1 STANDARD ( ) DRAWING ON WHICH DETAIL IS REFERENCED ((-I SOUTHWEST STORMWATER POLLUTION PREVENTION PLAN *A. ECTION LETTER � TEMPORARY EROSION AND SEDIMENT CONTROL C2 TOP OF GRATE ., DRAWING REFERENCE NUMBER ON TYPICAL WHICH SECTION APPEARS VAULT DRAWING ON WHICH SECTION APPEARS (C2) VERTICAL VERTICAL CURVE DETAI SECTION LETTER WASHINGTON DEPARTMENT OF FISH AND WILDLIFE WATER SURFACE ELEVATION DESCRIPTION (OPTIONAL) Cl SCALE: 1 " = XX' DRAWING REFERENCE NUMBER ON WHICH SECTION IS CUT SURVEYED: SCALE: D H &A AS SHOWN VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/183/1991 ;� CITY 0 E DESIGNED: LMG `�. = RENTON DRAWN: CAD ONE INCH - 3-2-0 CHECKED: RML AT FULL SCALE F NOT ONE INCH Planning/Building/Public Works Dept. BY DATE APPR SCALE ACCORDINGLY APPROVED: MSG DETAIL NUMBER C2 DRAWING NUMBER ON WHICH DETAIL APPEARS DRAWING ON WHICH DETAIL APPEARS (C2 D ETA 1 DETAIL NUMBER DESCRIPTION (OPTIONAL) C 1 DRAWING REFERENCE NUMBER SCALE: 1 " = XX' ON WHICH IS REFERENCED DATE: SW 34TH STREET 03/2/07 CULVERT REPLACEMENT PROJECT FIELDSOOK: PAGE: DRAWING NO: LEGEND, ABBREVIATIONS, G2 GENERAL NOTES, AND SURVEY CONTROL SHEET: 2 OF: 16 � ;a3ao-30�1-I-L-31 13 21213C2 b Y my �m N N o zt7l H y � O� w y N