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Home My WebLink AboutD-322302w Q z 0 bi 0 LEGEND: ISTI G: .t,9..,......u.:,..,......._. CONTROLLED DENSITY FILL SURVEY C O N T R O L P LA N Cl EXISTING CONTOUR (INDEX) MJ N EXISTING CONTOUR (NOMINAL) 0 - I wr.,...K,.K <... m.._ i ROAD CENTER LINE 0 i PROPERTY LINE - Q EASEMENT V 1, THIS DWG i --- - - p WETLANDS BOUNDARY U " 12" WATER 10. >, AD 0 2' POWER ON CENTER 2' .,.... Q i WILL BE LIMITED TO JUNE 15 THROUGH SEPTEMBER 30. p 4„ GAS - -- LB p ._. 0 16" TELEPHONE i e�,w , 'lt',�l, STREET LIGHT ASSEMBLY LINEAR FEET 11. FIRE HYDRANT D r 0 LP LOW POINT MONUMENT IN CASE SUBMIT PLANS TO ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION. EL, ELEV PROJECT BENCHMARK SHT x PK NAIL (CONTROL) EOP EDGE OF PAVEMENT REBAR AND CAP BUILDING z CULVERT 0 12. F-- BVCE z STORM DRAIN CLEANOUT w af BVCS 0 CONIFER TREE 0 0 0 I MANHOLE 0 AND ROAD CE U ABLISH ENT 0 I POTHOLE i `;n LL 0 UTILITY POLE WITH LIGHT v z WHEELCHAIR RAMP 0 I ' M WETLAND FLAG z POWER VAULT w ry 00 FLAG POLE Ln 0 0 WATER METER s 1 TELEPHONE VAULT H ED p i i N N 0 0 0 N 0 L S p a a � W O Z p J ii U D_ U v ui W LEGEND: ISTI G: .t,9..,......u.:,..,......._. CONTROLLED DENSITY FILL SURVEY C O N T R O L P LA N Cl EXISTING CONTOUR (INDEX) MJ MECHANICAL JOINT EXISTING CONTOUR (NOMINAL) - - RIGHT OF WAY wr.,...K,.K <... m.._ �._...M.....M...a,., < ROAD CENTER LINE - i PROPERTY LINE - - EASEMENT TABLE 1, THIS DWG ORDINARY HIGH WATER (OHW) --- - - - - -- WETLANDS BOUNDARY m " 12" WATER 10. 10" POWER AD VERTICAL CURVE GEOMETRY VALUE 2' POWER ON CENTER 2' .,.... 12" SEWER WILL BE LIMITED TO JUNE 15 THROUGH SEPTEMBER 30. n,.. 4„ GAS - -- LB 24" STORM DRAIN ._. ° f: 16" TELEPHONE ANGLE POINT e�,w , 'lt',�l, STREET LIGHT ASSEMBLY LINEAR FEET 11. FIRE HYDRANT APPROX r GATE VALVE LP LOW POINT MONUMENT IN CASE SUBMIT PLANS TO ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION. EL, ELEV PROJECT BENCHMARK SHT x PK NAIL (CONTROL) EOP EDGE OF PAVEMENT REBAR AND CAP BUILDING NOTE: ROAD CENTERLINE IS A STRAIGHT LINE FROM STA A -0 +50 TO STA A10 +82.57. BEARING = S 87 °51'20" E D-322302 CULVERT LARGE WOODY DEBRIS 12. STORM DRAIN CATCH BASIN BVCE BEGINNING OF VERTICAL CURVE ELEVATION STORM DRAIN CLEANOUT STORM DRAIN MANHOLE BVCS BEGINNING OF VERTICAL CURVE STATION CONIFER TREE MAXIMUM DECIDUOUS TREE v MH MANHOLE SIGN AND ROAD CE U ABLISH ENT r POTHOLE `;n SANITARY SEWER MANHOLE ro. v UTILITY POLE WITH LIGHT LIGHT POLE WHEELCHAIR RAMP I ' M WETLAND FLAG n..e POWER VAULT TRANSFORMER - FLAG POLE TRAFFIC BOX WATER METER 1 TELEPHONE VAULT H ED STREET LIGHT BOX 20 A ®4 n n n n O D O _rL O 66 ES NEW CONTOUR (INDEX) NEW CONTOUR (NOMINAL) TEMPORARY SILT FENCE NEW UTILITY LIMITS (SAWCUT, STREAMBED GRAVEL) KEYED NOTES SURVEY CONTROL POINT CATCH BASIN ID STREET LIGHT ASSEMBLY FIRE HYDRANT GATE VALVE BEAM GUARDRAIL STEEL PIPE HANDRAIL REBAR AND CAP STORM DRAIN CATCH BASIN STORM DRAIN MANHOLE CONIFER TREE DECIDUOUS TREE SIGN SANITARY SEWER MANHOLE WHEELCHAIR RAMP TRAFFIC BOX WATER METER STREET LIGHT BOX MATERK SWBOLS STREAMBED GRAVEL (SECTION) STEEL SECTION CRUSHED SURFACING SECTION - GRAVEL BACKFILL SECTION CONCRETE (PLAN OR SECTION) CONTROLLED DENSITY FILL IPA EXISTING CONCRETE (PLAN .. .'.'• •' NEW HMA (PLAN) OR SECTION) 7117\V1/x` EARTH (SECTION) NEW HMA (SECTION) Ir • 1 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 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 CDF CONTROLLED DENSITY FILL SURVEY C O N T R O L P LA N Cl UNDERGROUND UTILITIES LOCATION CENTER (1- 800 - 424 -5555) 48 HOURS PRIOR TO BEGINNING OF MJ MECHANICAL JOINT CIP CAST IN PLACE INTERSECTION WITH SW 34TH CONSTRUCTION AND OBTAIN ON -SITE UTILITY LOCATIONS. CONSTRUCTION JOINT N SCALE: 1 " =2009 i N 9. THE CONTRACTOR SHALL COMPLY WITH ALL OTHER NECESSARY PERMITS AND REQUIREMENTS BY THE CITY OF NORTHEAST SEE TABLE 1, THIS DWG NUMBER RENTON. SEE APPROVED PERMITS AND PERMIT REQUIREMENTS IN PROJECT SPECIAL PROVISIONS. AC ASBESTOS CONCRETE NOT TO SCALE K VERTICAL CURVE GEOMETRY VARIABLE 10. IN ACCORDANCE WITH APPROVED PERMITS, CONSTRUCTION WITHIN THE ORDINARY HIGH WATER (OHW) MARK AD VERTICAL CURVE GEOMETRY VALUE OC ON CENTER CO CLEAN OUT WILL BE LIMITED TO JUNE 15 THROUGH SEPTEMBER 30. ADA AMERICANS WITH DISABILITIES ACT COMMUNICATION LB POUND CONC CONCRETE AP ANGLE POINT CPEP LF LINEAR FEET 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF TRAFFIC CONTROL PLANS. CONTRACTOR SHALL APPROX APPROXIMATE PUGET SOUND ENERGY LP LOW POINT PVI SUBMIT PLANS TO ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION. EL, ELEV ELEVATION SHT LT LEFT EOP EDGE OF PAVEMENT BLDG BUILDING NOTE: ROAD CENTERLINE IS A STRAIGHT LINE FROM STA A -0 +50 TO STA A10 +82.57. BEARING = S 87 °51'20" E D-322302 LWD LARGE WOODY DEBRIS 12. FOR TRENCHING REQUIREMENTS SEE CITY OF RENTON STD DETAILS B063, B077, H032, H032.1. SEE DETAIL BVCE BEGINNING OF VERTICAL CURVE ELEVATION 2, C8 FOR MAX PAY WIDTH FOR TRENCH BACKFILL. BVCS BEGINNING OF VERTICAL CURVE STATION MAX MAXIMUM MH MANHOLE TABLE 1: SURVEY CONTROL I AND ROAD CE U ABLISH ENT C B CATCH BASIN M C M A N UM E NT I N CASE CDF CONTROLLED DENSITY FILL MIN MINIMUM Cl CAST IRON MJ MECHANICAL JOINT CIP CAST IN PLACE TA INTERSECTION WITH SW 34TH CJ CONSTRUCTION JOINT N NORTHING, NORTH i CENTER LINE NE NORTHEAST CL CLASS, CENTER LINE NO NUMBER CLF CHAIN LINK FENCE NTS NOT TO SCALE CLR CLEAR T LEAD TACK IN CONCRETE CMP CORRUGATED METAL PIPE OC ON CENTER CO CLEAN OUT OD OUTSIDE DIAMETER COMM COMMUNICATION OHW ORDINARY HIGH WATER CONC CONCRETE ORN ORNAMENTAL CPEP CORRUGATED POLYETHYLENE PIPE ECC STATION A10 +82.57 CSBC CRUSHED SURFACING BASE COURSE PSE PUGET SOUND ENERGY EACH FACE D SURFACING TOP COURSE PVI POINT OF VERTICAL INTERSECTION POINT DESCRIPTION NORTHING EASTING ELEV CTR 2" BRASS CAP AT CENTER OF 167054.63 1294179.85 19.55 TA INTERSECTION WITH SW 34TH R RADIUS o ST AND OAKSDALE AVE SW RCP REINFORCED CONCRETE PIPING VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 88. HELD CITY OF RENTON MONUMENT NO. 1861 AT THE INTERSECTIONS OF LIND AVENUE SW AND SW. QCITY B OF RENTON MONUMENT 167986.23 1296482.15 20.00 DIA NO. 1861 ROW RIGHT OF WAY T LEAD TACK IN CONCRETE 166969.81 1296444.93 -- A ROAD CENTERLINE 167012.19 1295313.11 -- STATION A -0 +50 S SLOPE SOUTHWEST. ELEVATION 18.92 FEET 0 ROAD CENTERLINE 166969.78 1296445.68 -- ECC STATION A10 +82.57 SDMH STORM DRAIN MANHOLE DHA BM#2: CHISELED SQUARE AT SOUTHEAST CORNER CONCRETE TRANSFORMER, ±175 FEET WEST OF SPRINGBROOK CREEK CENTERLINE AND 12.0 FEET • CSTC CTJ CRUSHE CONTROL JOINT PVC 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 CTR CENTER 30TH ST(NOT OPEN) AND LIND AVENUE SW AND SW 23RD ST(NOT OPEN). CY CUBIC YARD R RADIUS o z� RCP REINFORCED CONCRETE PIPING VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 88. HELD CITY OF RENTON MONUMENT NO. 1861 AT THE INTERSECTIONS OF LIND AVENUE SW AND SW. DI DUCTILE IRON RJ RESTRAINED JOINT 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. DIA DIAMETER ROW RIGHT OF WAY DWG DRAWING RT RIGHT H DWL DOWEL fd 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 S SLOPE SOUTHWEST. ELEVATION 18.92 FEET E EASTING, EAST SD STORM DRAIN ECC EXTRUDED CONCRETE CURB SDMH STORM DRAIN MANHOLE DHA BM#2: CHISELED SQUARE AT SOUTHEAST CORNER CONCRETE TRANSFORMER, ±175 FEET WEST OF SPRINGBROOK CREEK CENTERLINE AND 12.0 FEET EF EACH FACE SE SOUTHEAST NORTH OF BACK OF WALK ON NORTH SIDE SOUTHWEST 34TH STREET. ELEVATION 21.10 FEET EL, ELEV ELEVATION SHT SHEET EOP EDGE OF PAVEMENT SIM SIMILAR NOTE: ROAD CENTERLINE IS A STRAIGHT LINE FROM STA A -0 +50 TO STA A10 +82.57. BEARING = S 87 °51'20" E D-322302 ESC EVCE EROSION AND SEDIMENT CONTROL END VERTICAL CURVE ELEVATION SS SSMH SANITARY SEWER SANITARY SEWER MANHOLE SECTION INDICATOR V DETAIL INDICATOR EVCS END VERTICAL CURVE STATION STA STATION DRAWING ON WHICH SECTION IS CUT (C1) EW EACH WAY STD STANDARD DRAWING ON WHICH DETAIL IS REFERENCED (Cl) EX, EXIST EXISTING SW SOUTHWEST SWPPP STORMWATER POLLUTION PREVENTION PLAN ECTION LETTER DETAIL NUMBER FL FLANGE A FOW FACE OF WALL TESC TEMPORARY EROSION AND SEDIMENT CONTROL C2 TOG TOP OF GRATE C2 DRAWING REFERENCE NUMBER ON DRAWING NUMBER ON WHICH GALV GALVANIZED TYP TYPICAL WHICH SECTION APPEARS DETAIL APPEARS GV GATE VALVE VA VAULT DRAWING ON WHICH SECTION APPEARS (C2) DRAWING ON WHICH DETAIL APPEARS (C2) HOOK HK VERT VERTICAL HMA HOT MIX ASPHALT VC VERTICAL CURVE HORIZ HORIZONTAL D ETAI A SECTION LETTER D ETA) GE ETAIL NUMBER HPA HYDRAULIC PROJECT APPROVAL WDFW WASHINGTON DEPARTMENT OF FISH AND WILDLIFE WSEL WATER SURFACE ELEVATION DESCRIPTION (OPTIONAL) C 1 DRAWING REFERENCE NUMBER DESCRIPTION (OPTIONAL) DRAWING REFERENCE NUMBER ID INSIDE DIAMETER SCALE: 1 " = XX' ON WHICH SECTION IS CUT SCALE: 1 " = XX' IE INVERT ELE�:�,,�TION ON WHICH IS REFERENCED _ SURVEYED: SCALE: DH &A VERTICAL NAVD 83/1 „ �-- CITY 0 F- SW 34TH STREET 03/2/07 AS SHOWN HORIZONTAL. NAD 1983/1991 ®� DESIGNED: LMG a, CULVERT REPLACEMENT PROJECT PACE: 0K: PAGE: DRAWN: Y _ RENTON CAD DRAWING N0: O �o�SUE FOR BID -2 -0 CHECKED: (- ONE INC" DATUM LEGEND, ABBREVIATIONS, G2 APPROVED: ' AI FULL I1AL NOTES, AND SURVEY CONTROL L SHEET: OF: REVISION BY DATE APPR ® S, SU C® O 2 16 MSG li= NOT ONE INCHe, Planning /Building /Public Works Dept, t, p NO. 'ALE ACCORDINGLY GENE, - V bW r � > - x o z� o� H H y H Its fd