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TITLE b 1 G1 TITLE SHEET, LOCATION MAP, VICINITY MAP, AND INDEX OF DRAWINGS 2 G2 LEGEND, ABBREVIATIONS, GENERAL NOTES, AND SURVEY CONTROL 3 C1 TEMPORARY EROSION AND SEDIMENT CONTROL AND CREEK DIVERSION PLAN 4 C2 CULVERT SITE PLAN AND SECTIONS 5 C3 ROADWAY IMPROVEMENT PLAN AND PROFILE 6 C4 ROADWAY IMPROVEMENT SECTIONS AND DETAILS 7 C5 CIVIL SECTIONS AND DETAILS 8 C6 SEWER MAIN RELOCATION PLAN AND PROFILE (SHEET 1 OF 2) 9 C7 SEWER MAIN RELOCATION PLAN AND PROFILE (SHEET 2 OF 2) 10 C8 SEWER MAIN RELOCATION AND CIVIL DETAILS 11 C9 WATER MAIN RELOCATION PLAN AND PROFILE 12 C10 WATER MAIN RELOCATION DETAILS 13 S1 STRUCTURAL PLAN 14 S2 WING WALL SECTIONS AND DETAILS 15 L1 PLANTING PLAN 16 L2 PLANTING DETAILS 0 ISSUE FOR BID N0. REVISION SURVEYED: DH &A DESIGNED: yyy DRAWN: CAD 3-2—OA CHECKED: XXX BY DATE AP P R APPROVED: XXX D III,IIIIIIIIIIII322301 LOCATION MAP NO SCALE CALL • HOURS BEFORE, • DIf 1-800-424-5555 SCALE: VERTICAL: NAVD 1988 AS SHOWN HORIZONTAL: NAD 1983/1991 :� �� CITY 0 SW 34TH STREET RENTON CULVERT REPLACEMENT PROJECT. ONE INCH DATUM AT FULL ALE Planning /Building /Public IF NOT ONE E INCH Works Dept. TITLE SHEET, LOCATION MAP VICINITY MAP, SCALE ACCORDINGLY AND INDEX OF DRAWINGS 03/2/07 TOOK: T� PAGE: DRAWING NO: G1 SHEET: OF: 16 b � x 1 �y o z� OC I y y w 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 all a O z W w LL z 0 W W 0 i U Q 0 i 0 U 0 a 0 0 / U V) z z 0 F- z Ld ry 0 0 0 (D i 0 0 i i LL_ 0 �7__ U z 0 F- z Ld rn L 0. / V) i E i 0 0 N 0 0 U CL C_ MWASTRUCTION NOTES: O1 PROVIDE SAND OR GRAVEL - FILLED BAG COFFERDAMS TO MINIMUM HEIGHTS A SHOWN. COFFERDAMS TO BE CONTRACTOR DESIGNED AND ARE NOT DRAWN TO SCALE. WIDTH OF COFFERDAMS TO BE DESIGNED TO ALLOW FOR CHANNEL IMPROVEMENT. O INSTALL TWO 48" DIAMETER SMOOTH WALL CPEP TEMPORARY DIVERSION PIPES FOR CREEK BYPASS. INLET SHALL BE MITERED. BYPASS PLAN SHOWN IS SCHEMATIC. CONTRACTOR SHALL PROVIDE BYPASS PLAN IN ACCORDANCE WITH SPECIFICATIONS FOR APPROVAL BY CITY ENGINEER. LOCATE DIVERSION DAMS AND BYPASS PIPES TO ALLOW FOR CONSTRUCTION OF OTHER IMPROVEMENTS INCLUDING WINGWALLS AND LOGS WITH ROOTWADS, UPON COMPLETION OF THE PROJECT, ALL MATERIALS USED FOR THE TEMPORARY BYPASS SHALL BE REMOVED FROM THE SITE AND THE SITE RESTORED TO PREPROJECT CONDITIONS. O ALL DEWATERING WATER AND RUNOFF WITHIN CONSTRUCTION AREAS SHALL BE TREATED WITH A SEDIMENTATION POND OR A PORTABLE FILTRATION TANK AND WITH POLISHING TREATMENT BY PUMPING OUTFLOWS TO A VEGETATED AREA PRIOR TO DOWNSTREAM DISCHARGE. CONTRACTOR SHALL COORDINATE WITH ENGINEER FOR PUMP DISCHARGE LOCATION. CONTRACTOR SHALL DESIGN AND CONSTRUCT A WATER QUALITY TREATMENT SYSTEM THAT MEETS ALL APPLICABLE LOCAL, STATE, FEDERAL WATER QUALITY REGULATIONS AND REQUIREMENTS OF THE SWPPP. METHODS OF TREATMENT SHALL BE DETAILED IN CONTRACTOR'S TESC PLAN. ® PROVIDE TEMPORARY SUPPORT OF EXISTING UTILITIES DURING CONSTRUCTION OF TEMPORARY BYPASS AS NECESSARY. �5 PROVIDE TEMPORARY CONNECTION FROM 36" CONC SD TO TEMPORARY 48" CREEK BYPASS. © CONNECT TEMPORARY BYPASS PIPE TO 60" OUTFALL WITH WATERTIGHT SEAL AND DISCHARGE DOWNSTREAM OF COFFERDAM. MINIMUM BYPASS PIPE SIZE SHALL BE 36" DIAMETER. 07 LIMITS OF TEMPORARY ROAD CLOSURE AREA (TO 90 FT WEST AND 65 FT EAST OF EXIST CULVERT CENTERLINE). SEE SPECIFICATIONS FOR ROAD CLOSURE LIMITATIONS. ® INSTALL CATCH BASIN INSERT. ® EXCAVATE SUMP FOR COLLECTION OF SURFACE RUNOFF WITHIN CONSTRUCTION AREA. PUMP TO PORTABLE FILTRATION TANK OR SEDIMENTATION POND. SURROUND SUMP WITH TEMPORARY SILT FENCE. NOTES: GENERAL 1. WING WALLS AND LOGS WITH ROOTWADS SHOWN FOR REFERENCE ONLY. CONSTRUCT DIVERSION TO ALLOW FOR CONSTRUCTION OF IMPROVEMENTS. 2. THE APPROXIMATE WATER SURFACE ELEVATION DURING AN EXTENDED PERIOD OF NO RAIN IS APPROXIMATELY 10.0. ED H LA I y SCALE: 1 " =20' ® 12" WATER V) 4 TEMPORARY PSE 4" GAS MIN EL 13.5 COFFERDAM �; WSEL, SEE GENERAL MIN EL 15.0 48" BYPASS EXISTING o SIDEWALK SIDEWALK o EX 36" COND SD ® TEMPORARY NOTE 2 CULVERTS (2) GRADE � cry COFFERDAM 2 0— IE. 8..5 ±...... ........... .................... .....IE 8:0 ±. --20 FLOW _ 5 — .......... I .... ........ ..... ....... QUEST —10 SUPPORT BYPASS COMMUNICATION 4 SS PSE POWER DUCT ( 5 PIPES AS NECESSARY DUCT (�) CREEK B PROFILE . GIBS WASftj < NO .�42- �GI ST I ONA L o. EXPIRES: �2 °04 —Q� SCALE: 1 " =20' 0 ISSUE FOR BID NO. REVISION SURVEYED: DH &A DESIGNED: BB DRAWN: CAD —2 -0 CHECKED: -- JAB BY DATE AP P R I APPROVED: — MSG SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 y DATUM a oi� IMC NO • 1. APPROVAL OF THIS EROSION AND SEDIMENT CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CONSTRUCTION LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY THE CONTRACTOR USING YELLOW CONSTRUCTION TAPE WITH 2 "X4" WOODEN STAKES SPACED AT 20' MAXIMUM PRIOR TO CONSTRUCTION. ELECTRONIC FILES WILL BE PROVIDED TO THE CONTRACTOR FOR LOCATION OF THE LIMITS. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CONSTRUCTION LIMITS SHALL BE PERMITTED. THE CONSTRUCTION LIMITS SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. THE LIMITS OF WORK FOR SEWER MAIN RELOCATION ARE NOT SHOWN. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR CONSTRUCTION SEQUENCING AND UNEXPECTED STORM EVENTS AND SHALL BE MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). DAMAGED OR IMPROPERLY FUNCTIONING BMPS SHALL BE REPLACED AT NO ADDITIONAL COST TO THE CITY. 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. FROM OCTOBER 1 THROUGH APRIL 30, NO SOILS SHALL REMAIN EXPOSED AND UNWORKED FOR MORE. THAN 7 DAYS. ANY UNWORKED SOIL SHALL BE STABILIZED WITH A CITY APPROVED BEST MANAGEMENT PRACTICE (BMP). 9. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY -EIGHT (48) HOURS FOLLOWING A STORM EVENT. 11. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT- LADEN WATER INTO THE DOWNSTREAM SYSTEM. 12. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 13. USE REINFORCED PLASTIC FIBER TO COVER STOCKPILED ITEMS WHEN NOT IN USE. THE REINFORCED PLASTIC FABRIC SHALL BE HELD DOWN B% A MINIMUM OF 10LB SANDBAGS PLACED EVERY 10 FEET ALONG THE EDGE AND ACROSS THE PILE 14. IN ACCORDANCE WITH THE DEPARTMENT OF ECOLOGY REQUIREMENTS, WASTEWATER FROM CEMENT CONCRETE, MASONRY, OR ASPHALT CONCRETE CUTTING OR POURING OPERATIONS SHALL NOT BE DISCHARGED INTO STORM DRAINAGE SYSTEMS OR SURFACE WATERS. IMPERVIOUS SURFACES CONTAMINATED WITH SEDIMENT AND GRIT FROM CUTTINGr PLANING OR PULVERIZING OPERATIONS SHALL BE VACUUM - CLEANED TO PREVENT CONTAMINANTS FROM ENTERING THE STORM DRAINAGE SYSTEMS OR SURFACE WATERS. 15 CONTRACTOR SHALL COMPLY WITH ALL APPROVED LOCAL, STATE AND FEDERAL PERMITS AND ALL PERMIT CONSTITIONS. SEE PROJECT SPECIFICATIONS FOR COPIES OF PROJECT PERMITS. A COPY OF THE APPROVED HYDRAULIC PROJECT APPROVAL (HPA) AND SWPPP SHALL BE KEPT IN A VISIBLE LOCATION. ALL WORK BELOW THE ORDINARY HIGH WATER LINE (OHWL) SHALL OCCUR ONLY BETWEEN JUNE 15 AND SEPTEMBER 30, 2007. 16. CONTRACTOR SHALL CAPTURE AND SAFELY REMOVE AND RELOCATE FISH WITHIN THE TEMPORARY DIVERSION AREA IN ACCORDANCE WITH THE HPA REQUIREMENTS. PRIOR TO INSTALLING TEMPORARY BYPASS, CONTRACTOR SHALL OBTAIN A 'WASHINGTON DEPARTMENT OF FISH AND WILDLIFE (WDFW) SCIENTIFIC COLLECTING PERMIT PER SPEC SECTION 1 -07.6 AND INSTALL FISH BLOCK NETS AND HAND NET FISH FROM WORK AREA PER PERMIT REQUIREMENTS. CONTRACTOR SHALL HAVE A QUALIFIED BIOLOGIST CAPTURE AND SAFELY MOVE FOOD FISH, GAME FISH, AND OTHER FISH LIFE FROM THE JOB SITE. CONTRACTOR SHALL HAVE FISH CAPTURE AND TRANSPORTATION EQUIPMENT READY AND ON THE JOB SITE. CAPTURED FISH SHALL BE IMMEDIATELY AND SAFELY TRANSFERRED TO FREE - FLOWING WATER DOWNSTREAM OF THE PROJECT SITE. CONTRACTOR MAY REQUEST WDFW ASSISTANCE IN CAPTURING AND SAFELY MOVING FISH LIFE FROM THE JOB SITE TO FREE - FLOWING WATER, AND ASSISTANCE MAY BE GRANTED IF PERSONNEL ARE AVAILABLE, BUT IT IS NOT GUARANTEED. 17. CONTRACTOR SHALL COMPLY WITH ALL PROVISIONS OF THE APPROVED STORMWATER POLLUTION PREVENTION PLAN (SWPPP). CITY OF REN TON Planning /Building /Public Works Dept. 1 "= 20' -0» 20 0 20 40 mmommi Scale Feet SW 34TH STREET DATE: 03/2/07 CULVERT REPLACEMENT PROJECT FIELDBOOK: PAGE:' DRAWING NO: TEMPORARY EROSION AND SEDIMENT C 1 CONTROL AND CREEK DIVERSION PLAN SHEET: 3 OF: 16 ] 32303 co It > x 1 OC y 7� y Its �% w Q z V W 0 a O W a W u- V Z 0 W W F A -0 +50 I 19�• S87 °5 19 Mss O N P 1 0 c Q i 0 0 0 J V r� co z 0 z w 0 0 0 0 0 0 0 z 0 z Ld 0 0 / 0 0 0 N I �I 0 0 N N I 0 �I0 N O v I? 7 a= SATE I i I I I LOGS WITH H a ROOTWADS, C 5 TYP I ' <er ; C tP g F 40' 1 I 40 SPRINGBROOK CREEK gKING COUNTY DRAIN/ a. GREEN BELT AND DISTRICT ROW PEDESTRIAN EASEMENT i ll�, t, 17LAN SCALE: 1 " =20' N MAXIMUM PAY WIDTH FOR CULVERT EXCAVATION AND BACKFILL O i 4' TYP >1T EXISTING 72" CMP CULVERTS 50 0 3' MIN i li L 3" CSTC NATIVE SOIL r FINISHED GRADE i— EXISTING GRADE �--- GRAVEL BACKFILL FOR WALLS TEMPORARY SHORING 30' WIDE X 12' HIGH BOX CULVERT 3' MIN 0 ISSUE FOR BID NO. P I - 8" SS, SEE NOTE 6 EX 12" WATER EX CONC HEADWALL 20 2' STREAMBED GRAVEL 10 . ...... EX CULVERT RELOCATED __..- .,.... .:.._ , ......:::.,--:. -. ........... .. . COMM. DUCT....... . O 12 SD A3 +00 QUEST TELEPHONE ER LM RETE WALK. .•� .. NC �, a dry inm 0 m KEYED NOTES: EXPIRES: 10 -12— c P I P I P 1 � P � P BELOW THE NEW CULVERT BY THOSE UTILITY OWNERS. THESE ALTERNATIVELY LAY BACK SLOPES, REFER TO GEOTECHNICAL REPORT FOR �I UTILITIES ARE ANTICIPATED TO BE RELOCATED BY JUNE 15, SOUTH ROOTWAD SHORING AND EXCAVATION RECOMMENDATIONS, O 2007. 02 EXISTING UTILITY TO BE RELOCATED BY OTHERS. ATAT CENTER OF TWO a= SATE I i I I I LOGS WITH H a ROOTWADS, C 5 TYP I ' <er ; C tP g F 40' 1 I 40 SPRINGBROOK CREEK gKING COUNTY DRAIN/ a. GREEN BELT AND DISTRICT ROW PEDESTRIAN EASEMENT i ll�, t, 17LAN SCALE: 1 " =20' N MAXIMUM PAY WIDTH FOR CULVERT EXCAVATION AND BACKFILL O i 4' TYP >1T EXISTING 72" CMP CULVERTS 50 0 3' MIN i li L 3" CSTC NATIVE SOIL r FINISHED GRADE i— EXISTING GRADE �--- GRAVEL BACKFILL FOR WALLS TEMPORARY SHORING 30' WIDE X 12' HIGH BOX CULVERT 3' MIN 0 ISSUE FOR BID NO. P I - 8" SS, SEE NOTE 6 EX 12" WATER EX CONC HEADWALL 20 2' STREAMBED GRAVEL 10 . ...... EX CULVERT RELOCATED __..- .,.... .:.._ , ......:::.,--:. -. ........... .. . COMM. DUCT....... . O 12 SD A3 +00 QUEST TELEPHONE ER LM RETE WALK. .•� .. NC �, a dry inm 0 m SURVEYED: -- DH &A DESIGNED: LM G DRAWN: CAD 3-2—M CHECKED: RML BY DATE APPR APPROVED: MSG 80' RIGHT —OF —WAY OD Lr M wIUL x 11 HIGH BOX CULVERTS = 0.0 FT /FT SECTION CULVERT PROFILE SCALE 1' =10' 0 RELOCATED WATER MAIN, SEE NOTE .5 ............ . EX 4" GAS 02 .,b _-----EXISTING GRADE o.� EX ELEC DUCT 2 FLOW ......... . 77' RELOCATED ELECTRICAL DUCT RELOCATED GAS GENERAL NOTES: KEYED NOTES: EXPIRES: 10 -12— LOCATION SURVEYED: -- DH &A DESIGNED: LM G DRAWN: CAD 3-2—M CHECKED: RML BY DATE APPR APPROVED: MSG 80' RIGHT —OF —WAY OD Lr M wIUL x 11 HIGH BOX CULVERTS = 0.0 FT /FT SECTION CULVERT PROFILE SCALE 1' =10' 0 RELOCATED WATER MAIN, SEE NOTE .5 ............ . EX 4" GAS 02 .,b _-----EXISTING GRADE o.� EX ELEC DUCT 2 FLOW ......... . 77' RELOCATED ELECTRICAL DUCT RELOCATED GAS GENERAL NOTES: KEYED NOTES: DESCRIPTION LOCATION 1. EXISTING COMMUNICATION, GAS, AND ELECTRICAL UTILITIES SOUTH END OF STA Al +25 RT 35.5' n LOCATED ABOVE EXISTING CULVERT WILL BE RELOCATED TO 1 � MAX PAY WIDTH FOR STRUCTURE EXCAVATION A S SHOWN. CONTRACTOR MAY NORTH END OF BELOW THE NEW CULVERT BY THOSE UTILITY OWNERS. THESE ALTERNATIVELY LAY BACK SLOPES, REFER TO GEOTECHNICAL REPORT FOR UTILITIES ARE ANTICIPATED TO BE RELOCATED BY JUNE 15, SOUTH ROOTWAD SHORING AND EXCAVATION RECOMMENDATIONS, O 2007. 02 EXISTING UTILITY TO BE RELOCATED BY OTHERS. ATAT CENTER OF TWO ?. SEE DWG G2 FOR ESTABLISHMENT OF ROADWAY CENTERLINE. � APPROXIMATE LOCATION OF RELOCATED NORTH ROOTWAD UTILITIES SHOWN. ACTUAL LOCATION 3. SEE DWG C3 FOR ROADWAY PLAN AND PROFILE. TO BE DETERMINED BY UTILITY OWNERS. GAS AND POWER MUST BE A AT CENTER OF TWO STA Al +04 LT 67' MINIMUM OF 7' AWAY FROM THE RELOCATED WATER (FROM OUTSIDE WALL �. SEE DWG C4 FOR ROADWAY AND SIDEWALK RESTORATION PLAN, TO OUTSIDE WALL). SECTION, AND DETAILS. APPROXIMATE LIMITS OF STREAMBED GRAVEL PLACEMENT. ACTUAL LIMITS i. SEE DWG C9 FOR WATER MAIN RELOCATION. OF STREAMBED GRAVEL PLACEMENT TO BE FLAGGED BY CONTRACTOR AND APPROVED BY ENGINEER PRIOR TO PLACEMENT. >. CONSTRUCTION OF CULVERT REQUIRES REMOVAL OF EXISTING 8" SEWER. SEE DWG C6, C7, C8 FOR PLAN, PROFILE AND DETAILS. O REMOVE AND DISPOSE OF FOUR EXISTING, 72 —INCH CULVERT PIPES AND CONC HEADWALL ON SOUTH END OF CULVERTS. '. APPLY JUTE MATTING TO ALL SLOPES 2:1 AND STEEPER © REMOVE APPROXIMATELY 40 LF EX 36" CONC SD AND REPLACE WITH 38'+ ELECTRONIC FILE WILL BE PROVIDED FOR LOCATION OF FINISHED LF NEW 36" CONC SD. PLACE 4 CY OF QUARRY SPALLS 2' THICK, 12' GRADE CONTOURS. LONG, 9' WIDE TO 1' ABOVE CROWN OF PIPE AT NEW OUTLET. LOCATE OUTLET AT STA A0 +93 LT 56. IE AT OUTLET TO BE ELEVATION 12.0. CULVERT MID LOGS WITH R00TWADS LOCATION TABLE ® DESCRIPTION LOCATION [A] SOUTH END OF STA Al +25 RT 35.5' n CULVERT o Og NORTH END OF STA Al +25 LT 28.5' CULVERT C y SOUTH ROOTWAD O END OF ROOTWADS STA Al +05 RT 92' ATAT CENTER OF TWO ROOTWADS NORTH ROOTWAD AT END OF ROOTWADS [D] AT CENTER OF TWO STA Al +04 LT 67' ROOTWADS APPROVED SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY O CAST EX 60 CONC SD INTO NEW WING WALL AND CUT EX 60 CONC SD FLUSH WITH EXPOSED WALL FACE. SEE DWG S2 FOR WING WALL OPENING DESIGN. REMOVE AND DISPOSE OF REMAINING 60" SD. ® IF ORGANIC SILT /PEAT OR UNSUITABLE MATERIALS ARE ENCOUNTERD AT THE FOOTING LEVEL, EXCAVATE BELOW CULVERT FOOTPRINT TO EXPOSE NATIVE SAND DEPOSITS. BACKFILL WITH CDF. CONTRACTOR MUST HAVE CITY APPROVAL PRIOR TO EXCAVATING BELOW THE DESIGN GRADE TO BE COMPENSATED FOR ADDITIONAL CDF, 09 CONTRACTOR SHALL CONSULT WITH WDFW AREA HABITAT BIOLOGIST PRIOR TO INSTALLATION OF LOGS WITH ROOTWADS. 1 Q BEYOND APPROXIMATELY 30 LF UPSTREAM AND DOWNSTREAM OF CULVERT ENDS THE THICKNESS OF STREAMBED GRAVEL MAY BE REDUCED TO 1 FOOT. 1l REMOVE APPROXIMATELY 50 LF EX 8" SEWER. PLUG ENDS WITH MINIMUM 2FT NON SHRINK EPDXY. VERTICAL: NAVD 1988 HORIZONTAL - NAD 1983/1991 DATU M CITY OF RENTON Planning /Building /Public Works Dept. s� SW 34TH STREET CULVERT REPLACEMENT PROJECT CULVERT SITE PLAN AND SECTIONS 03/2/07 FIELDBOOK: PAGE: rZ Ti— .52�3�4 Vl n N o rn� -j -3 C y � N W z LU Z z 0 Of L'i t Y & I CONTRACTOR SHALL RE-ESTABLISH ALL EXISTING PAVEMENT MARKINGS j, "k7mi I} a 110 T AFTER ROADWAY RESTORATION. % IN A 0 I�j co 11 zt x Mfi. N vi I RN '18,14 p, 2. FOR SEWER MAIN REPLACEMENT INFORMATION, SEE DWGS C6 AND C7. OUTRAIS RE S 14A32 1-0 N, 3. FOR WATER MAIN RELOCATION SEE DWG C9. NJ MOM 18,33 R P SIMON N 14. m" IE S K66 4. CB NUMBERING SHOWN AS .q.' 0 FOR CATCH BASIN 1. r".0, / CL -Ai L F L.- `7 13 7 J PIR 11 r 7 "nmr W�1, MUN % 2"DEQY� 21)ECID iF- _j - 18 117 ft- i E - --- - ------ 6- j U__ CONSTRUCTION NOTES: E "odm4 F 76 CONNECT NEW STORM DRAIN TO EXISTING STRUCTURE. CORE DRILL PIPE cl, 4 J 2 . . . . . . . . . . OPENING AND FILL ANNULAR SPACE WITH NON-SHRINK GROUT. % ...... ....... 12" SID . . . . . . . . . . . . . . . . . . . . . 14 . . . . . . . q_=, REMOVE AND REPLACE EXISTING CURB, GUTTER, AND SIDEWALK AS ..... ..................... ...... ........ 42' REQUIRED FOR INSTALLATION OF NEW IMPROVEMENTS m. 2 (5 .9 .. ..... ..... .............. -0 ..... .... .................................. SID ...... ......... AU+00 ......... ........ ................................... 7. .5 .... ............. 6 Z ......... T-77 2 A-O+ .. :.". `,� , * - 1) ... ... ...... :::: ....... .................... ...................................... nry. . ....... ..... .... ........ ..... ......... .... ...... • .... .................. ........... . .. z K. n.e .... .*.* ..................... ..... Al +00 . ALL TRANSITIONS BETWEEN NEW AND EXISTING ASPHALT PAVEMENT SHALL < : : : : . * . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . ....... ROAD .... BE SAWCUT. TRANSITIONS BETWEEN NEW AND EXISTING CONCRETE SHALL BE ...... .. .... ... .... ...... . ............ ... 3 ....................... .......... 10 ............... ........ ...... ............... ; ...... .... ...... .... ........... C) ....... ... A3 00 ............ ....... I., ............... ........ ... ......... I .......... ....... ................. ............. _ -V�` ...... 1. .......... CN w � I ..... .. ........... ..... ----- STRIPE SAWCUT OR AT EXISTING JOINTS. CN ........ n; -ia A4+0( 4,il ...... .... .. � Z ......... ........ ....... ....... ........ ... .................. ....... . ..... . W, ............... . . ....... 8 .. ...... . ............ ................. .......... 0 .......... ........... SD. ...... ................. 13 9 • ..................... .... .. .. ......... . • ........ REMOVE EXISTING CATCH BASINS (2) AND APPROX 72 LF OF 8" DIA V. . . . . _.- **** ..... *' �U3 . . . . . . . . . . . k�l . . i O . . . . . . . . . . . ix.- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -'I"- � - __ - 'y -- v v.w .......... ....... .......... ...... z . . . . ........................ 14 . ............................. .. ... . ...... ......... ... ... ... ................. . ......... . ..................................... .. nt- - - I ... . ... ':'M ....... I * * * * I I 1 1.1.. ...... ........ 6 REMOVE AND REPLACE EXISTING CONCRETE DRIVEWAYS TO NEW GRADES. .. ... ........ . • . . . . . . . . . . . . . . . . SEE CITY OF RE TON STANDARD PLAN F004, TYPE1 • ulgf I -11010 Ss 5 "T 4 T -------- A )4 �A REMOVE AND REPLACE EXISTING SIDEWALK WITH NEW ADA COMPLIANT • 4_ A"OnECIP SIDEWALK RAMP, SEE CITY OF RENTON STANDARD DWG F-01 1, 4 _n _v- 4 r 4 3i 6 TYPE 2a- MODIFIED NO CURB AT BACK. k,]'N W R !2 PA"'C"D 5 4 Ln . . . . 12 1 -7 '.1 D I 2 j 3 "NU W W W g 0 'T 9 S H w SAWCUT AND REMOVE ASPHALT TRAIL. REPLACE WITH 2" DEPTH ASPHALT TO 'all Aft NI -N1! _,...._ .- ...,,__ Q 2 TRANSITION TO NEW GRADES. MAXIMUM SLOPE AT 7%. RESET EXISTING 5 N�) .... 1V OMNI 15,51 12 13 q 1, 8 V E IE N 1-4J7 �q e a,sa m'',."o�Mn 0� BOLLARD POST BASES (2). F4 C df IMS 1-0 1* 7 I r J. 'D % NEW CROSSWALK PER CITY STANDARD DETAIL HR E SET PK 'ItA -J �pY 29 Q'o EL REMOVE EXISTING TREE AND REPLACE IN KIND. Z y 41" V100 10 9 - F Cu f3 T'C L F -2 OVER 16-7P)PER MUTCD STA Al +60 88 RT co P I A NI I V ri 0 CROSSING SIGN (W11 -2 4h 24+, STA Al +80.38 LT 30+. AISPHAIIJI -T R K SCALE: 1 `20, 1 0 . . . . . . . . .. . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . • . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 11 ADVANCE CROSSING SIGN (W11-2 OVER W16-9P)PER MUTCD. STA A-0+31.67 RT 24+, STA A3+72.48 LT 30+, LOW POINT ELEV = 18,98: HIGH POINT ELEV = 20.33 LOW POINT ELEV 18.65 < LOW POINT STA = A-0+24 HIGH POINT. STA = Al +21.19 LOW POINT STA = A2+83.65 o PVI STA = A0 +00 PVI STA = Al +25 PVI STA A2+50 REMOVE AND REPLACE GRASS/LANDSCAPED AREAS TO MEET NEW GRADE. - PVI ELEV 18.73 PVI ELEV 21.07 - SLOPE TO ROAD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PVI- ELEV .18.48 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2!1 A.D. =. 2.54 A.D.- -3.94 A.D. = 2.47 - 0 C K 38.07 < DEMOLISH EX AND CONSTRUCT NEW STREET LIGHT FOUNDATION AT NEW K = 39,40 K = 40.41 I I CURB ELEVATION. SEE DETAILS 5 AND 6, DWG C5. REINSTALL EX STREET u N 1-50' VC 100' VC 41 100'. VC LIGHT AND FOUNDATION. 30 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CD r, 14) FILL EX 8" SD TO SOUTH APPROX 35LF WITH CIDIF AND ABANDON. CN D u Cj Z QO CD Ln C) + C)� CD T) r10 �= CD + (7; Cn + C) (f) < CONTRACTOR TO POT-HOLE EXISTING 10" WATER. MODIFY SLOPE OF STORM CD 4' LT 21' 00 ® Q STA A-0+2 HIGH POINT ELEV 20.33 STA A2+84, LT 21' C) _0 DRAIN IF NECESSARY TO PROVIDE 6" MINIMUM CLEARANCE. I Cn + 06 >< . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �:> �> < - -CB - TYPE -I - W/�OPE . . . . . . . . . . . . . . . . . . . . . . . 25' N. HIGH. POINT STA =.Al . +21 -19 . . . . . . . . . . . . . . . . . . . . . . . . . . ro . m <-) ���B�T�PE' 1 -W/ . . . . . . Ld U m �> m v) 'FACE CURB m EXISTING UTILITY TO BE RELOCATED BY OTHERS. z u OPEN FACE CURB &i L.Li U �> m ::�E - - U (_.) 0 m -RIM ELEV = -18.54 RIM ELEV = .18.21 �> f> z LIJ REMOVE AND REPLACE EX CONCRETE DRIVEWAYS TO NEW GRADES. SEE :s = 1.87% S -2.0 7% CITY OF RENTON STANDARD PLAN F004.1, TYPE 3. 0, 20, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o - - - - - - - - - - ®- - - - - - _ 0 0 -4. - - - - --- - - - - - - - STEEL PIPE HANDRAIL. EXTEND HANDRAIL 15' BEYOND END OF DECK 0 S -0.66% - - - - - - - - - - - - - - --- - - - - - - J4 .'4 I . r") - E S 2.07% S .0.40% PARAPET WALL (SOUTH SID CONCRETE BARRIER (NORTH SIDE). 1.87%' Lij 16 0 71 0 1 16 0 . . C� u , - INSTALL BEAM GUARDRAIL FLARED TERMINAL IN ACCORDANCE WITH WSDOT . . . STA- A-0+2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . EXISTING GRADE. . . . . . . . . . . . . 0 . . . . . 15 . . . . . . . . 4,. RT 21'T v cf) STD PLAN C-4b. LENGTH SHALL BE 15' BEYOND END OF CONCRETE CB TYPE 1 W Cn M < FINISHED GRADE cn <C u u C) Cn r-,) Lij EX TYPE 2 CB-60 uj < GUARDRAIL. CARE SHALL BE TAKEN TO INSTALL POST AROUND NEW 12" OPEN FACE CURB ;z - Ill :: :�E STA A1+66, LT 21'_ 0 CQ m zl_ U CD Li LLJ DIA IE 11.89 W (EX) 4 STA A2+84, RT 21 ELEV 18.54- -STA AO+60, 'LT 21' u Of WATER. CONTRACTOR* SHALL EXPOSE 12 WATER DURING POST RIM IIA FINISHED GRADE LLJ C) CB TYPE 2-48" DIA L_(�) Lj_j�__ Ill Ill CB TYPE 1 W/ >< 0 >< >< IE 11.83 NE (EX) INSTALLATION AND ADJUST POST POSITION AS REQ'D TO STRADDLE ACROSS (:::�YCB TYPE 1 >< >< LLJ RIM ELEV 19,62' 20.. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ELEV . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OPEN. FACE CURB RIM ELEV' J9A: EX 96"' WATER. GUARDRAIL POST PLACEMENT SHALL BE IN ACCORDANCE WITH 0 . . . . . . . . . . . . DIA TYPE. - I RIM ELEV 18.21 CASE 19 AS DESCRIBED IN THE TRAFFIC BARRIER SECTION OF THE WSDOT 15. EX 10" WATER HIGHWAY DESIGN MANUAL (M 22-01). THIS ALLOWS CLEAR SPACING OF Lu 2 CB 42 LF, 12" DIA CPEP 84 LF, 12" DIA CPEP 11 FT 6 INCHES BY USING NESTED W-BEAM TO STIFFEN THE RAIL. DA OPEE' 121 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G.UARDRAIL CONNECTION TO CONCRETE GUARDRAIL SHALL BE PER WSDOT . . . . . . . . . . . . . . . . . . . . . . . . . . 42 LF LO . . . . . . . . . . . . S -g .50% . . . . S=0.50% 117 LF 12" DIA CPEP STANDARD PLAN C-7, DESIGN F. LJ .95% ....................... ............ S=1.56% 2' DIA NEW 8" DIA D-322305`- 0 17 LF, 0 CPEP cf) Q) V) �Tl 10.. L'i . ... . . . . . ... . . . .. . ... .. . . . . ... . .... S=6.0% -1 .. . . . . . . ... . . . . . .. ... . . . . .. . :z . . .. . . . . . . . . . . .. SS.CROSSING . . . . ... . . . . . . 00 Ln Li ROVED i �) �� E N W Li AT JM�! LLJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . - 19. LF .11" DIA 0 0 N A-0+80 AO+00 -mitma- cl� 0 I EXPIRES: 10-12- OT I Al -ILnn q-ROAD. SCALE: 1 "=20' HORIZONTAL 1 "=5' VERTICAL CPEP 5 =0.50% PROFILE �Egk*MN-qLT#191 OUR m REVISION A2+00 A3+00 5 2.5 0 5 10 20 0 20 40 1 " =5' -0" 1 1 "= 20' -0" Scale Feet Scale Feet SURVEYED: SCALE: DATE: DH&A VERTICAL: NAVD 1988 DESIGNED: HORIZONTAL: NAD 1983/1991 491ke CITY OF SW 34TH STREET 03/2/07 LMG AS SHOWN CULVERT REPLACEMENT PROJECT FIEUDBOOK: PAGE: DRAWN: KKB ONE INCH DATUM RENTON DRAWING NO., 3-2-01 r CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. RML NOT ONE ROADWAY IMPROVEMENT PLAN AND PROFILE C3 IF N SCALE ACCORDINGLY OF. BY DATE APPR 5 16 > R, or � lk� lk� 14 Ld C) Lli 0 [if n 0 z LLJ z LJ -j L, Q Z 0 N z� 0 z LLJ z LJ -j L, Q Z 0 Ld a z V W 0 ry n a a z z Q Ld z W S2 z 0 v J u JUTE MATTING EXISTING GRADE �MIN %mss CL BURY 6 Ln 0 0 U a v i 0 V 0 Q U z 0 z Ld 0 0 0 0 0 0 i 0 U z 0 z Ld 0 0 s a V) i i E Q 0 0 N 0 L d N O L c- U Q c LOCATION REFERENCE POINT, SEE TABLE DWG C2 UPSTREAM FACING LOG ON TOP BURY >50% OF LOG LENGTH 2' THICKNESS 3 EARTH ANCHORS PER STREAMBED GRAVEL LOG, SEE NOTE 1 NATIVE MATERIAL 1. CHAIN LOGS WITH ROOTWADS TO EARTH ANCHOR 48" MIN INTO THE GROUND USING 5/16" DIA MIN GRADE 40 STEEL CHAIN MAKING TWO COMPLETE WRAPS AROUND LOG. SECURE W /SHACKLES, SCORE LOGS TO RECESS CHAIN. 2. SEE SPECIFICATIONS FOR ROOTWAD REQUIREMENTS. S LOG WITH ROOTWAD C2 (LOOKING DOWNSTREAM) NO SCALE 4" MAX CLR BETWEEN WALL OR OTHER POSTS. 8' -0" MAX ( I 1 1/2" STD PIPE FOR RAIL AND POSTS Lij J J Vl CD cV — (> V) CD z z z TOP OF —` - PARAPET, CONCRETE GUARDRAIL OR SIDEWALK 3/4 "0 PICKETS @4" CLR m DETAIL r 3 STEEL PIPE HANDRAIL C4 NO SCALE 7' DETAIL r5_' STREET LIGHT BASE C3 PLAN NO SCALE Kim :i ADAPTOR SKIRT TRIM TO WITHIN 3 " -5 "OF GE lIx1�1��1�11 'ASS FOR /OLUMES `— SEDIMENT ACCUMULATION NOTES: 1. INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTIVITY, OR UPON PLACEMENT OF A NEW CATCH BASIN. 2. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES HALF FULL (12- INCHES FROM THE TOP OF THE SEDIMENT TO THE BOTTOM OF THE GRATE.) 3. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT, EMPTYING, AND RE- INSERTING IT INTO THE CATCH BASIN. DISPOSE OF SEDIMENT IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. DETAIL � CATCH BASIN INSERT C1 NO SCALE CENTER OF PARAPET OR CONCRETE GUARDRAIL _OW �NDRAIL I 1/4" DRAIN HOLE 1/2" CLEAR OF i CONC I I 4, ° PARAPET WALL OR 4 °. CONCRETE GUARDRAIL a ° ° SOCKET 1/8" COVER PLATE TACK WELD @ 90° NOTES: 1. USE PIPE 3" STD x 0' -5 ". GALV AFTER FABRICATION. FILL SOCKET WITH NON- SHRINK GROUT AFTER INSTALLATION. 2. THIS DETAIL APPLIES TO INSTALLATION OF HANDRAIL IN CONCRETE GUARDRAIL OR PARAPET WALL. FOR INSTALLATION IN SIDEWALK, SEE STD DETAIL H024, DETAIL A. DETAIL 4 STEEL PIPE HANDRAIL PIPE SOCKET NO SCALE 0 ISSUE FOR BID NO. I REVISION Z_ n -r WOOD POST 6' MAXIMUM SPACING TYPICAL DESIGN `B' JUNCTION BOX SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS 4" CONCRETE PAD #4 @12EW @CTR #8 BARE COPPER GROUND WIRE 1 #8 GROUND WIRE 2 - LIGHTING SYSTEM WIRES TO CONTACTOR (SIZED AS REQ'D.) DETAIL TEMPORARY SILT FENCE NO SCALE FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE KITS S.E.C. OR EQUAL --/ 6 5/8 "x8' COPPER CLAD D ETA L GROUND ROD STREET LIGHT BASE C3 SECTION NO SCALE SURVEYED: SCALE: DH &A VERTICAL NAYD 1988 CITY O E AS SHOWN HORIZONTAL: NAD 1983/1991 ,� DESIGNED: ®® }_- LMG REN TON DRAWN: CAD ONE INCH DATU M —2 -0 r CHECKED: AT FULL SCALE MSG Planning /Building /Public Works Dept. IF NOT ONE INCH i titi BY DATE APPR APPROVED: SCALE ACCORDINGLY MSG TO LUMINAIRE 4 IA" AAIAIIKAI IAA - 322307 TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP OF , SIDEWALK OR CURB. 3" CLR 10 #5 VERT BARS EVENLY SPACED HK T &B #4 TIES @ 12 MAX SPACING - ANCHOR BOLTS (4) 1"X42" GALV ` A307 1 0 1 2 3 4 5 6 7 3/8" =1' -0" Scale Feet DATE: SW 34TH STREET 03/2/0 CULVERT REPLACEMENT PROJECT FIELDBOOK: PAGE: DRAWING N CIVIL SECTIONS AND DETAILS C 5 [7SHE: ET-7OF: 16 s- D 31212131017� Vl x z� N o H � O y� N N w 1 0 1 2 3 4 5 6 7 3/8" =1' -0" Scale Feet DATE: SW 34TH STREET 03/2/0 CULVERT REPLACEMENT PROJECT FIELDBOOK: PAGE: DRAWING N CIVIL SECTIONS AND DETAILS C 5 [7SHE: ET-7OF: 16 s- D 31212131017� w Q z C) w 0 ry n Q a 0 a W 4 z J LL U Z O W W r. r 0 1 V) i 0 Q U i U 4- Q I 0 i 0 V) I— z 0 z Li 0 0 0 0 I 0 0 I i 0 C 2 0 z w rn L0 0 4- V) i I E Q I 0 0 N 0 O 0 U I? g� M ° LI Q+ �� `vAg�l ie e 4 tx EXPIRES: 8 -24- O'a I–" L—/-A I N SCALE: 1/8"=V-021 1' -0" 2 STEEL PIPE HANDRAIL SEE DWG C5 - #4 TIES @16 AND 2" CLR EACH SIDE OF HANDRAIL POSTS �— #6 @12 DOWELS CAST INTO PRECAST BOX CULVERT 2 #5EF DECK PARAPET 4 #5EF CONCRETE GUARDRAIL -LEAVE PRECAST ROUGHENED UNDER PARAPET /GUARDRAIL ® a z a LLJ � a � o ::D a ,- cn Q a a w ® rr, n SECTION SCALE: 1 1/21)=11-01) EL 22.75 (GUARDRAIL PARAPET) CONCRETE GUARDRAIL- --___, (DECK PARAPET ON SOUTH SIDE) STEEL PIPE HAND RAIL 2 HORZ RAILS ONLY 1' -3" HIGH G - d d : d4 a 4 4 d 4 a d EPDXY COATED REINFORCEMENT IN BOX CULVERT DECK NOTES: 1. CONTRACTOR SHALL COORDINATE BOX CULVERT WIDTHS WITH TOTAL WIDTH REQUIRED FOR EACH PHASE OF CONSTRUCTION SEQUENCING. 2. ALL SITE CAST IN PLACE REINFORCED CONCRETE SHALL BE CLASS 4000D WITH A MAXIMUM WATER /CEMENTATIOUS RATIO OF 0.45 AND WITH ENTRAINED AIR CONTENT OF 4% TO 6 %. 3. BOX CULVERT DECK REINFORCING SHALL BE EPDXY COATED. 4. PROJECT DESIGN LOADS BOX CULVERT (LOADS IN ACCORDANCE WITH 1996 AASHTO) DESIGN TRUCK - 40 KIP AXLE LOADS (HS -25) DESIGN TANDEM - 31 KIP AXLE LOADS AT 4' SPACING DEAD LOAD OVER DECK - 280 PSF (ASPHALT) IMPACT INCREASE - 30 PERCENT LATERAL SOIL LOADS (AT -REST) - 60 LBS /CF EQUIVALENT FLUID PRESSURE LATERAL SEISMIC SOIL LOAD - 120 LB /SF MOMENT AT BASE OF CONCRETE GUARDRAIL - 32.5 KIP -FT OVER 5' ALLOWABLE FOUNDATION BEARING - 2000 PSF WING WALLS: LATERAL SOIL LOAD - 35 PCF EQUIVALENT FLUID PRESSURE SEISMIC SOIL LOAD - 100 PSF 5. CAST EX 60" CONC SD INTO NEW WINGWALL. PROVIDE TEMP SUPPORT OF EXISTING 60 -IN SD DURING WING WALL CONSTRUCTION. CUT EX SD FLUSH WITH EXPOSED WALL FACE. 6. PLACE 112" PREMOLDED JOINT FILLER FOR EXPANSION JOINTS BETWEEN CAST -IN -PLACE WING WALLS AND PRECAST BOX CULVERT. 7. GROUT FOR BOX CULVERT SHEAR KEYS SHALL CONFORM TO SPECIFICATOIN SECTION 6- 02.3(25)0. 8. WELD -TIE PLATES SHALL BE COATED WITH A ZINC RICH PRIMER, 5 MIL MINIMUM THICKNESS. CONCRETE GUARDRAIL DECK PARAPET (NORTH SIDE) (SOUTH SIDE) a a a. 44 d . ,.<-V) U (l) Lv Qz STEEL PIPE HANDRAIL 2' -8" HIGH d 4 . d Q. e a d STEEL PIPE HANDRAIL IN SIDEWALK 3' -6" HIGH EL 19.50 EL 18.00 PRECAST BOX CULVERT SECTION SECTION A SCALE: 1/4 ° =1' -0" l 1: E 5 0 5 10 15 20 1/8 " =1' -0" Scale Feet SURVEYED: SCALE: _ DATE: DH&A VERTICAL.- NAVD 1988 SW 34TH STREET 03/2/07 HORIZONTAL: NAD 1983/1991 ► CITY 0 F DESIGNED: AS SHOWN '1s ,: LMG a, CULVERT REPLACEMENT PROJECT FIELDS °DK: �\ R E N T O N PAGE: DRAWN: a '" � � � LMG ONE INCH DRAWING NO: DATUM 0 ISSUE FOR BID —2 -0 CHECKED: RML AT FULL SCALE Planning /Building /Public Works Dept. STRUCTURAL PLAN S 1 IF NOT ONE INCH NO. REVISION BY DATE APPR SCALE ACCORDINGLY 16 APPROVED: SHEET: 13 OF: D- 32313 2" CLR Li b n x I ' Cl- tr1 � l ::c � Lli � Q ��� a a w C) U CD I 4 STEEL PIPE HANDRAIL SEE DWG C5 - #4 TIES @16 AND 2" CLR EACH SIDE OF HANDRAIL POSTS �— #6 @12 DOWELS CAST INTO PRECAST BOX CULVERT 2 #5EF DECK PARAPET 4 #5EF CONCRETE GUARDRAIL -LEAVE PRECAST ROUGHENED UNDER PARAPET /GUARDRAIL ® a z a LLJ � a � o ::D a ,- cn Q a a w ® rr, n SECTION SCALE: 1 1/21)=11-01) EL 22.75 (GUARDRAIL PARAPET) CONCRETE GUARDRAIL- --___, (DECK PARAPET ON SOUTH SIDE) STEEL PIPE HAND RAIL 2 HORZ RAILS ONLY 1' -3" HIGH G - d d : d4 a 4 4 d 4 a d EPDXY COATED REINFORCEMENT IN BOX CULVERT DECK NOTES: 1. CONTRACTOR SHALL COORDINATE BOX CULVERT WIDTHS WITH TOTAL WIDTH REQUIRED FOR EACH PHASE OF CONSTRUCTION SEQUENCING. 2. ALL SITE CAST IN PLACE REINFORCED CONCRETE SHALL BE CLASS 4000D WITH A MAXIMUM WATER /CEMENTATIOUS RATIO OF 0.45 AND WITH ENTRAINED AIR CONTENT OF 4% TO 6 %. 3. BOX CULVERT DECK REINFORCING SHALL BE EPDXY COATED. 4. PROJECT DESIGN LOADS BOX CULVERT (LOADS IN ACCORDANCE WITH 1996 AASHTO) DESIGN TRUCK - 40 KIP AXLE LOADS (HS -25) DESIGN TANDEM - 31 KIP AXLE LOADS AT 4' SPACING DEAD LOAD OVER DECK - 280 PSF (ASPHALT) IMPACT INCREASE - 30 PERCENT LATERAL SOIL LOADS (AT -REST) - 60 LBS /CF EQUIVALENT FLUID PRESSURE LATERAL SEISMIC SOIL LOAD - 120 LB /SF MOMENT AT BASE OF CONCRETE GUARDRAIL - 32.5 KIP -FT OVER 5' ALLOWABLE FOUNDATION BEARING - 2000 PSF WING WALLS: LATERAL SOIL LOAD - 35 PCF EQUIVALENT FLUID PRESSURE SEISMIC SOIL LOAD - 100 PSF 5. CAST EX 60" CONC SD INTO NEW WINGWALL. PROVIDE TEMP SUPPORT OF EXISTING 60 -IN SD DURING WING WALL CONSTRUCTION. CUT EX SD FLUSH WITH EXPOSED WALL FACE. 6. PLACE 112" PREMOLDED JOINT FILLER FOR EXPANSION JOINTS BETWEEN CAST -IN -PLACE WING WALLS AND PRECAST BOX CULVERT. 7. GROUT FOR BOX CULVERT SHEAR KEYS SHALL CONFORM TO SPECIFICATOIN SECTION 6- 02.3(25)0. 8. WELD -TIE PLATES SHALL BE COATED WITH A ZINC RICH PRIMER, 5 MIL MINIMUM THICKNESS. CONCRETE GUARDRAIL DECK PARAPET (NORTH SIDE) (SOUTH SIDE) a a a. 44 d . ,.<-V) U (l) Lv Qz STEEL PIPE HANDRAIL 2' -8" HIGH d 4 . d Q. e a d STEEL PIPE HANDRAIL IN SIDEWALK 3' -6" HIGH EL 19.50 EL 18.00 PRECAST BOX CULVERT SECTION SECTION A SCALE: 1/4 ° =1' -0" l 1: E 5 0 5 10 15 20 1/8 " =1' -0" Scale Feet SURVEYED: SCALE: _ DATE: DH&A VERTICAL.- NAVD 1988 SW 34TH STREET 03/2/07 HORIZONTAL: NAD 1983/1991 ► CITY 0 F DESIGNED: AS SHOWN '1s ,: LMG a, CULVERT REPLACEMENT PROJECT FIELDS °DK: �\ R E N T O N PAGE: DRAWN: a '" � � � LMG ONE INCH DRAWING NO: DATUM 0 ISSUE FOR BID —2 -0 CHECKED: RML AT FULL SCALE Planning /Building /Public Works Dept. STRUCTURAL PLAN S 1 IF NOT ONE INCH NO. REVISION BY DATE APPR SCALE ACCORDINGLY 16 APPROVED: SHEET: 13 OF: D- 32313 N b n x tr1 � l a Ld z F- Lli 0 n i� z Z _j Ld L, 2) Z 0 E uj CN 0 0 0 0 4- Q 4- C) _17 I- 0 F- z Ld ry 0 0 0 0 1 Qu 0 0 LL Li ry (y) 0 0 0 (3) V) i E OL ro 0 0 0 CIA 0 0 0 0 -o L 21'-0" 20 #5x8' DIAL EF, TYP 2 EXTRA FULL HEIGHT WALL REINF AND DOWELS EF 2 EXTRA #5x10' HORZ EF EL 12.50 60') CONC SD--, WALL CONTROL JOINT 10 v 0 0 0 EL 4.75 20 EL 1 Of SECTION A F S 1 SCALE: 1/4"-1'-0" m CAST-IN-PLACE 22" DIA WATER LINE CASING PIPE. WRAP CASING PIPE IN 1/4" DUROMETER 40 4'-0" 11 NEOPRENE -EXTRA REINF AT OPENINGS 2#5x60" HORZ & VERT EF 1#5x48" DIAL EF SEE NOTE I - CAST -IN -PLACE 22" DIA WATER 4'-0" LINE CASING PIPE. WRAP CASING PIPE IN 1/4" DUROMETER 40 NEOPRENE -:2 THICKENED WALL SECTION BEHIND 3" PVC DRAIN AT 6'-0" OC MAX, TYP 4 WALLS 0 SOIL HEIGHT BEHIND WALL, TYP 14'-0 WALL CONTROL JOINT 0 FINAL GRADE STREAM SIDE OF WALL, TYP SECTION C SCALE: 1/4"=1'-0" Si 1/2"XI" DEEP FORMED NOTCH 3" CLR WHEN EXPOSED FORMED 3/4"x2' -0)p SMOOTH GALV DOWEL AT CENTER, 4 < APPLY BOND I BREAKER SECTION SCALE: I"--l'—O" SECTION D SCALE: 1/4"-1'-0" S1 0 ISSUE FOR BID , NO. I REVISION A�FE 7- SURVEYED: DH&A DESIGNED: LMG DRAWN: LMG 3-2-0-/ CHECKED: RML BY DATE APPR APPROVED: MSG 20 1. LOCATE CENTERLINE OF WATERLINE OPENINGS 23" OFFSET FROM FACE OF CULVERT. 20 EL 15.27 10 EL 4.75 MAX PAY WIDTH FOR STRUCTURAL EXCAVATIO 2" CLR #7@12 VERT #5@12 HORZ GRAVEL BACKFILL FOR WALLS 10 GEOTEXTILE DRAINAGE I MAT, SEE NOTE m in, ti NOTE: GEOTEXTILE DRAINAGE MAT TO COVER ENTIRE BACK SIDE OF STEM WALL FROM FOUNDATION TO 1' BELOW FINISHED GRADE. 3"DIA WEEP HOLE MAKE HOLE IN DRAINAGE MATT BACKING ''/\\//x #5@ 1 2EW D- 322309' #7@6 Li #7@6 DWL HK TOE__� F 1/4"= 1 2-0y) 2 0 2 4 6 8 10 —e 1 5mmmmi SCALE: 1/2"-1'-0" Scale Feet SCALE: VERTICAL, NAVD 1988 AS SHOWN HORIZONTAL: NAD 1983/1991 CITY OF MOM M RENTON ONE INCH DATU M AT "LL SC ALE IF NOT ONEINCH Planning/Building/Public Works Dept. SCALE ACCORD INCH 112"=V-0" z 4 mmommil 5 Scale Feet SW 34TH STREET DA 03/2/07 CULVERT REPLACEMENT PROJECT FIELDBOOK: PAGE: DRAWING NO: WING WALL SECTIONS S2 AND DETAILS 71E OF 16 D - 32314. > RI > j Lli d z L 0 Of n m O W v z 0 J W -q / M U- CD N O M o� v 0 0 i 0 U T v Q v a 0 / J U z 0 z LLJ CD 0 0 0 i 0 I 0 U Z O E— z Li.l rn Lo 0 U a� 0 a� N I E' v' rn N I O O N 00 0 `v 0 SEED MIX SCIENTIFIC NAME COMMON NAME QUANTITY FESTUCA RUBRA VAR. RUBRA RED FESCUE 15 LBS PURE LIVE SEED /ACRE CAREX STIPATA SAWBEAK SEDGE 12 LBS PURE LIVE SEED ACRE CAREX DEWEYANA DEWEY SEDGE 12 LBS PURE LIVE SEED ACRE Af 1. Rootwads will be anchored prior to planting. 2. Plant layout to be approved by Engineer prior to installation. 3 Prior to plant installation, hand seed throughout Planting Areas and hydroseed any additional areas disturbed by mitigation activities, including grading, installation of rootwads, and placement and removal of temporary creek bypass pipes. 4. After seeding, place biodegradable mulch mat. Mulch mat will be placed throughout Planting Areas. See Specifications. 5. No planting or seeding to occur below E/ev. 10. 6. After planting, spread 3" depth of mulch throughout Planting Areas above Elev. 15'- See Specifications. 7. See DWG L2 for planting details. 8. See Specifications for additional planting information. I B WESTER V EDGE 0 PLANTING ARE BOfJNDARY T EXiEPjD TO EDGE O# ADJACENT LANDSCI4PED ARE,. I0 N \ILA �SCAP D 9 K C _ I I r. 1 WIN! a 11 RIGHT -OF -WAY �� I (TIP.) I 0 -TI Tr777" I loi ki 1' — EASEMEN T LIMITS (TYP.) ROOT WADS; SEE DETAIL 1, SHEET C -5 STORM DRAIN OUTLETS NO STAKES OR CONTAINER PLANTING BETWEEN WING WALLS AND I CREEK (SEED -ONL Y), TYP. I i ME I ■1NO I If EO .71 NO STAKES OR CON TAINER PLANTING BETWEEN WING WALLS AND CREEK (SEED ONL Y), TYP. Of ROO T WADS, SEE DETAIL 1, SHEET C -5 AS Kel rn a i i IN I I I I I I I I I I G WA L P.) I oz N CURB (TYP.) � RI GH T- OF- WA Y (TYP.) STORM DRAIN (TYP.) CONTOUR (TYP.) NO 5 TAKES' 0 CON 7 A /NER) P A TING l T /S AREA ( EE ONL Y 00 0 D- 322310 ATE 0 Issued for Bid NO. REVISION SURVEYED: VERTICAL.• NAVD 1988 ` v 1 " =15' HORIZONTAL: NAD 1983/1991 .� i N CITY OF DESIGNED: CULVERT IMPROVEMENT PROJECT PAGE- GDK: R E N T O N PAGE DRAWN: ® DRAWING N0: AMM ONE INCH DATUM M 3 -2 -07 CHECKED: I- AT FULL SCALE l Planning /Building /Public Works Dept. PLANTING PLAN L 1 IF NOT ONE INCH SHEET: OF* BY DATE APPR APPROVED: SCALE ACCORDINGLY B - 3 212,13 15 b tri ksm o aH or 1 � C a� 0 Issued for Bid NO. REVISION SURVEYED: VERTICAL.• NAVD 1988 ` v 1 " =15' HORIZONTAL: NAD 1983/1991 .� i N CITY OF DESIGNED: CULVERT IMPROVEMENT PROJECT PAGE- GDK: R E N T O N PAGE DRAWN: ® DRAWING N0: AMM ONE INCH DATUM M 3 -2 -07 CHECKED: I- AT FULL SCALE l Planning /Building /Public Works Dept. PLANTING PLAN L 1 IF NOT ONE INCH SHEET: OF* BY DATE APPR APPROVED: SCALE ACCORDINGLY B - 3 212,13 15 Lij z C) Lij 3 0 rK 0- W Q z F_ U w O rr a ► a �_ 12 °CMP GENERAL NOTES: I Q I Q _ 1. CONTRACTOR SHALL RE- ESTABLISH ALL EXISTING PAVEMENT MARKINGS I- I AFTER ROADWAY RESTORATION. F- 12 "CONC \ I ' 1_ \ 2" N I SSMH \ o O N P � RIM 18.14 ~ 2 �� M 00 ° N _ouTFALLS I IE s 14.62 2. FOR SEWER MAIN REPLACEMENT INFORMATION, SEE DWGS C6 AND C7. o2 � ° d I E W 14.59 v z.- �� c6 I 3. FOR WATER MAIN RELOCATION SEE DWG C9. w C \ 1 m� o ° u a iii n w r CHANNELED RIM 18.33 2 "ORN 2 "ORN w cn m Li' 3 m LU � �, w w � � P - - 2 "ORN E - - 2 "ORNE 2 "0 0 - ° 1 TOP SIPHON N 14.56 _0 _ _ _ I � E W m v IE S 14.66 4. CB NUMBERING SHOWN AS O1 FOR CATCH BASIN 1. BM 20 RIGHT -OF- Y 12 E CAN 10 L`' 13 BTM 13.63 7 P.A. WS 14.56 �� A - 1 g 2 "DECID 2 "DECID � 22 SIGN CONSTRUCTION NOTES: 2'DEC D 2 "DECID - -- - - E - - - E - - E-� - - - -- E - -- E - - > � o^ 0Ti7SL - - -- E - - -- - G - - -- G E - E - - E - -- 1 C4 71G -OF -WAY - - = • _ g � 0 CONNECT NEW STORM DRAW TO EXISTING STRUCTURE. CORE DRILL PIPE 8 "PV d° d.„ d 8 »MAPLE - E- E - •a' 18 PVQ d e e CONVRETE LK • . ° a - T- - - - - - AS L E 2 GRA - - OPENING AND FILL ANNULAR SPACE WITH NON - SHRINK GROUT. "DECID G LINE BM #1 �� - E - - - - - - - E - - E �-I - E - ASPHALT E - ' a d ° ' _ - _ _I _ ® REMOVE AND REPLACE EXISTING CURB, GUTTER, AND SIDEWALK AS 12 SD GONC CFJR a 9 - - - - - - 2 ... 5 ..... I . g m® ...... d d. : • °d : I m REQUIRED FOR INSTALLATION OF NEW IMPROVEMENTS AS %... 1.5......3 �... 5 A -0 +50 I• ............ A0 +00 I ... 6 ................... 5 SD I - .. �.. 9 . . S87°51 20 °E . I . Al +00 ... .. ? ......... _.. _........ I TRANSITIONS BETWEEN NEW ANDGEX STHNGTCONCRETETSRALL BE 11 3 ALL TRANSITIONS BETWEEN NEW AND EXISTING �. . ��-° w...... Cn ..... . .: :... ... I .. 1a 2 +0....10 v' ..... A3 +00 I SAWCUTCOR AT AEXISTING JOINTS. W 34.TN ��• - � •1g 4 A � •ROAD � I. .. . . . . . . . . . . . . � � ��a� . ... .67" .... N . ...................... I. ..... A4 +Ot 66.6 .- .... .......... w -M _ _ _ ° N 7' p. I r- - - - Q • . - • • - ° • - * .. ' ' " ...... STING CATCH BASINS 2 AND APPROX 72 LF OF 8" DIA SD. Qo � REMOVE O WV �. t� .z." o rPOTHOLE 2 O . . . . . . . . . 2 � � o~ cn . . . . . . . . . .,..,�3�. Q > _ . . _ CAS L 18. . . . . . . . . . . . m . > POWER APS W 31 � � g � J ,� ING CONCRETE DRIVEWAYS TO NEW GRADES . . . . . . . . . . . BOLT.EL 1.5.89. . . . . . . . . . . . . . . . . . .� ° • • . . . . . • . 32' 46 ® REMOVE AND REPLACE EXIST GRASS 11 CONC'CURB ............� ... .. 6 ... ....l . .......... SEE CITY OF RENTON STANDARD PLAN F004, TYPE1 °• d ° 5 _ POTHOLE 1 _, - - .. -..__ 1 d d" °4 "OR n . . . . . . . $r, S COM - a CONG CURB Ff i m _ QUEST 7EL'E(4HONE �U &T'.d a .e QUEST TELEPHO E DUCT ' n m o' 4 "ORN e _ e : d S 32" 46„ T -,° COMPLIANT Q I ' dd ONC°�ETE 'WW�L•K . °• °. - . ° • - GO$JCRETE : ° -,_ - A. - - 11 A .• e . ° ° 10 �•:° d° I 6 REMOVE AN REPLACE EXISTING SIDEWALK WITH NEW. ADA COMP d. d d ....Oe °<N d -;a - T 4 "DECID - - e d ° n e a _ - - - - _ e T rMH 4 "DECID I SIDEWALK RAMP, SEE CITY OF RENTON STANDARD DWG F 0 , _ d a d - e °. •d' ' .°' ° : Z 7° .,.._� -6 - 4UEeSh'TE'> EPHONE ls� ' 4 "DECID 6` T -T 4 "DECID - - _ e a° ° - - - - - T _ _ TYPE 2a- MODIFIED NO CURB AT BACK. O -- W -- - - vv - e d d d G •4 DE U ;ID P 6 "DECID v 5 2 �� W o _ �ON�RETE LK - E - - -_ E - - -- E - - -- - - -- E - - - - » O w Qe 12 CORN 8"FIR L0 .. mW a - - W W - - -- W - - -- - - -- - - -- O T TO - - - - � � g RIGHT-OF-WAY � -�°� •• u�.�•w.��__���,_n� �' W w 7 SAWCUT AND REMOVE ASPHALT TRAIL REPLACE WITH 2 DEPTH ASPHALT 18 I- X22 IGATE @ . w I U 17 R M 19.93 2 CBI P - TRANSITION TO NEW GRADES. MAXIMUM SLOPE AT 7 %. RESET EXISTING 1 SET PK NAIL 13 g I - _ N m "ORN IE SE 15.51 12 E IN 14.77 ( ) •p AT FRONT OF WALK AT N.W. o N IE N 15.47 GRASS E BOLLARD POST BASES 2 . n CORNS§ CONCRETE DRIVEWAY 00 C6 P 7 I CHANNELED 0 WS 14.90 N 166,982.0625 ( w w w 4 "DECID ® NEW CROSSWALK PER CITY STANDARD DETAIL HR -13. ELEVAgI 355.6802 FEET I INTAKES = I ti Q ° °� N 1661,960.32118 E ( I II i I 8 °PINE O REMOVE EXISTING TREE AND REPLACE IN KIND. I E 1,295,610.6890 � 8 "CLF ELEVATION 18.90 FEET w I w I 00 C o I 8 "CLF P LA N (� CONCRETE �' I I 10 CROSSING SIGN (W11 -2 OVER W16- 7P)PER MUTCD. STA A1+60.88 RT L. SCALE: 1 " =20' oRN w ASPHALT D�322312 24 ±1 STA A1+80.38 LT 30 ±. 41 w �I, SFT PK NAIi (1D ADVANCE CROSSING SIGN (W11 -2 OVER W16- 9P)PER MUTCD. STA ......_......._......._......._......._......._......._......._. ......_......._......._......._ + A 0 31 67 RT 2 _ STA A3 +72 48 L �' LOW POINT ELEV = 18.98" HIGH POINT ELEV = 20.11 ROAD CROWN; : - 4 +, ±. C LOW POINT ELEV = 18.65 41 LOW POINT STA = A -0 +24 HIGH POINT- STA = Al +21.19 AT CL OF CULVERT LOW POI :NT STA = A2 +83.65 PVI STA - Al +25 : ; 12 REMOVE AND REPLACE GRASS/LANDSCAPED AREAS TO MEET NEW GRADE. PVI STA = AO +00 - PVI STA = A2 +50 SLOPE TO ROAD. PVI ELEV = 21.07 :....... . Cf) :. PVI. ELEV; = 18. 73 ..:.......:.............................................. .........................:..... P 8.......... . VI. ELEV .18.4 N ; A.D. _' 2.54 ; . - AK 38.07 4 A. D. = 2.47. ; 13 DEMOLISH EX AND CONSTRUCT NEW STREET LIGHT FOUNDATION AT NEW N K = 39.40 ; - I; : K = 40.41 ; CURB ELEVATION. SEE DETAILS 5 AND 6, DWG C5. REINSTALL EX STREET I I 100' VC I 1.50' VC 100' VC _ ; LIGHT AND FOUNDATION. 30 ......................................................................................... ............................... ; .......:.......:.......:....... ; ....... ; ..... _ . ; ....... ; ..... 14 FILL EX 8" SD TO SOUTH APPROX 35LF WITH CDF AND ABANDON. CD C,4 o z + CO ROAD CROWN- AT CL OF CULVERT + ; ; ; c� » . o rn z 15 CONTRACTOR TO POT -HOLE EXISTING 10 WATER. MODIFY SLOPE OF STORM 41 + o N ; Q <- EL = 20.1:1 N . � STA A2 +84, LT 21 � 0 „ CD M x 2 STA A -0 +24, LT 21 ,;_; HIGH POINT -ELEV = ¢ 5 °o ' DRAIN IF NECESSARY TO PROVIDE 6 MINIMUM CLEARANCE. o ; i w; O U; w CB TYPE 1 W/ n- 25 :.......:......... Q . �._ ...... :CB °TYPE •1• W/ •OPEN ........... .� . m..H:IGH. POINT STA =. A1. +21.:19.. ; ....... ; ....... ; .......:..... : m...... ; ....OPEN FACE CURB........ ; ¢ : ._ .... ; Y OTHERS. w U U. m m 16 EXISTING UTILITY TO BE RELOCATED B V) a �- :FACE CURB RIM ELEV = 1 21 18.13 Cn ; w m m ;RIM ELEV = . 8.5418.34 ; ; NEW 12" W IE= 37 14.2 ; W ; 17 REMOVE AND REPLACE EX CONCRETE DRIVEWAYS TO NEW GRADES. SEE -S 12' IE _ -1 N3 15.3 NEW :12" S IE =14:. 14.4 0 S _ _ CITY OF RENTON STANDARD PLAN F004.1, TYPE 3. a _ 1.87% _ 2 07% -E 12" IE - 15. 15.4 S - .................... :...... . ...................... ............................. ... ..........................: _ ------ - - - - -- O DECK - - - - - - - - - ; ; 5.: _ - 18 STEEL PIPE HANDRAIL. EXTEND HANDRAIL 15' BEYOND END OF -- , S = -0.66% - - - - - - - - --- - - - - - - - - - - - - - - - - - - - -:- - - S = 2.07% S 0.40% PARAPET WALL (SOUTH SIDE) /CONCRETE BARRIER (NORTH SIDE). N : S = 1.87%" ; ui z 16 16. 16 16 EXISTING GRADE 1, :oo O : �)STA : ............... . (6 )STA 01..ST R� 21 03 STA AO +60, LT 2 z ,- .. Al +66; -LT -21 ° .. ' : STA A2 +84, RT 21' 1g INSTALL BEAM GUARDRAIL FLARED TERMINAL IN ACCORDANCE WITH WSDOT Cn 15: A° ATO +24 CB TYPE 1 m ; ; : z - "DIA CB TYPE 1 W/ STD PLAN C 4b. LENGTH SHALL BE 15' BEYOND END OF CONCRETE CB TYPE 1 W/ RIM :ELEV = 9.40 19.16 � CD EX TYPE 2 CB -60" . ; o v, o. Q CB TYPE 2 48 OPEN FACE CURB GUARDRAIL. CARE SHALL BE TAKEN TO INSTALL POST AROUND NEW 12 0 w Q RIM ELEV = 1 62: OPEN FACE CURB - . w - _ u CD 19.50 RIM ELEV = 1 1 : 18.17 WATER. CONTRACTOR SHALL EXPOSE 12" WATER DURING POST FINISHED GRADE N 12 IE = 14.1 14.7 CO m d- w DIA IE 11.89 W (EX) w Q » S_ RIM- ELEV .54.18.36 w o W NEW 12 E IE =1 55 12.5 FINISHED GRADE NEW 12" N IE =1 7 15.2 ' I - - W 1.2" IE = 14.' 14.9 x o x x IE 1 1.83 NE (EX) � E-- - INSTALLATION AND ADJUST POST POSITION AS REQ D TO STRADDLE ACROSS N 1'2 "IE= 15. -15.6 w i - w w >< >< w Q NEW 12 N IE =12. 12.4 ; , :...... 2a ...................... I .. ............................... . RIM ...:.EL= 1.9-.76.:.......:..w . .... I ......... e ....... .... WATER. GUARDRAIL POST PLACEMENT SHALL BE N ACCORDANCE WITH R P H - I CASE 19 AS DESCRIBED IN THE TRAFFIC BARRIER SECTION OF THE WSDOT NEWS 12" I E =1'3 4. 15 EX 10" WATER I : 14.1 ; HIGHWAY DESIGN MANUAL (M 22 -01). THIS ALLOWS CLEAR SPACING OF : - 43.1 11 FT 6 INCHES BY USING NESTED W -BEAM TO STIFFEN THE RAIL. GUARDRAIL CONNECTION TO CONCRETE GUARDRAIL SHALL BE PER WSDOT :.. (:....: :.......:.� . LF 1:2„ DIA CPEP. .. Cn 1.5..... ..:............... : ...... ; �o 1 -17.7 ,; 11 f. I � LF 12 DIA CPEP STANDARD PLAN C -7, DESIGN F. LF, 12 DIA CPEP ; EX 96 DIA ;TYPE 2 CB L ; LF, •12 DIA CPEP S =ON% , S- rl ; ; 42.7 83.1 0.6% : RIM „EL =19.08 S_ % : : 1.9% : vim, NEW S 12 - IE =T2� ( �„ 1.4% 'Co 0.7% c :. .: . . . .: . . . . . . .: . . .'. . . . . . u' . . . . . . .; . . . . . . . . . . - -: . . . . ; 121 10 :......I 00 ; NEW 8" DIA ; ; ; ; SS CROSSIN AS -BUILT SURVEY BY: LF, 12" DIA; CPEP S =M% ; ; z ; PLS, Inc., 1/1812008 15.3 3.9% i .1'9, LF, 12" DIA CPEP S =XO% :...... . :.......:....... : .......:....... :.......:....... :....... :.......:18,1..... :....... 1..7% . . . . : . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . AS -BUILT PLANS STAMPED BY: o 'O'U I LT ' ' . . ' ' ' . . ' ' . . . BEN V. PETERSEN ON :1 /22/08 d- PLS #17676 AS b R 0 AD PROFILE- � A0 +00 Al +00 9a , A2 +00 A3 +00 5 2.5 0 5 10 20 0 20 40 0) A -0 +80 1 » =5' -p" 1 "= 20' -0" oNRIE HORIZONTAL VERTICAL G 04 OV IVA,S� j�0 � N a SOME C 12-22-08 '� Je• -� �7 C � SCALE. AS SHOWN UNNEEDED NOTES, INFO. FOR CLARITY D a LJ ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY A 42970 �0�� 0 ISSUE FOR BID -2 -0 CHECKED: RML BY DATE AP P R APPROVED: MSG OiNTAL (D U C OZ j EXPIRES: 10 -12- v 18 LLB SCALE: 1 =20 1 " =5' HORIZONTAL VERTICAL 1 ADDED AS -BUILT SURVEY INFO REVISED OR MO \):--D SOME C 12-22-08 TEXT AQ SURVEYED: DH &A DESIGNED. LMG DRAWN: KKB SCALE. AS SHOWN UNNEEDED NOTES, INFO. FOR CLARITY D ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0 ISSUE FOR BID -2 -0 CHECKED: RML BY DATE AP P R APPROVED: MSG NO. REVISION Scale Feet Scale Feet DAM' %. CITY 0 F SW 34TH STREET 03/2/07 � RE I� TO N CULVERT REPLACEMENT PROJECT P EBOOK: DRAWING NO: Planning /Building /Public Works Dept. ROADWAY IMPROVEMENT PLAN AND PROFILE C3 SHEET. OF: 5 16 f \_ [5 IBI-13121213JO b n N o rn a W a z F_ U w 0 m in z a w w U- 2 z U W w W F_ F- f— F- 0 W CL n 0- m V) Q I 0 I V) a 0 W 0 W E a U 0- 0 ry 41 U cn c- 41 N N ro I N i o_ U U 0 L IZ L Q U U cn F N I m U) U 0 L n 0 U L V) I n V) T V) I E 0 L i 0 0 N N c C3 N N c 0 -0 J �WAM .� -BUILT SURVEY INFO, REVIS NOTES, INFO. FOR CLARITY © ► o ill F__ n r W Q W 0- r� � z< U O 0 CD CD I i ro z 0 1' -0" STEEL PIPE HANDRAIL SEE DWG C5 - #4 TIES @16 AND 2" CLR EACH SIDE OF HANDRAIL POSTS �— 6@12 DOWELS CAST INTO PRECAST BOX CULVERT 2#5EF DECK PARAPET 4#5EF CONCRETE GUARDRAIL -LEAVE PRECAST ROUGHENED UNDER PARAPET /GUARDRAIL w cn Q W n SECTION SCALE: 1 1/2"=l ABLT - NORTH END TOP OF WALL EL =22.88 EL ,,N�.5 (GUARDRAIL PARAPET) SOME TEXT, SuRVErEO: DH &A 12-22-08 AQ DESIGNED: LMG DRAWN: LMG -2 -0 CHECKED: RML BY DATE APPR APPROVED: MSG CONCRETE GUARDRAIL (DECK PARAPET ON SOUTH SIDE) ABLT - NORTH END TOP OF CONC. EL =18.01 TOP OF GRAVEL EL =7.88 ABLT - SOUTH END TOP OF CONC. EL= 17.99 TOP OF GRAVEL EL =8.35 STEEL PIPE HAND RAIL 2 HORZ RAILS ONLY 1' -3" HIGH .. C a O a NOTES: 1. CONTRACTOR SHALL COORDINATE BOX CULVERT WIDTHS WITH TOTAL WIDTH REQUIRED FOR EACH PHASE OF CONSTRUCTION SEQUENCING. 2. ALL SITE CAST IN PLACE REINFORCED CONCRETE SHALL BE CLASS 4000D WITH A MAXIMUM WATER /CEMENTATIOUS RATIO OF 0.45 AND WITH ENTRAINED AIR CONTENT OF 4% TO 6 %. 3. BOX CULVERT DECK REINFORCING SHALL BE EPDXY COATED. 4. PROJECT DESIGN LOADS BOX CULVERT (LOADS IN ACCORDANCE WITH 1996 AASHTO DESIGN TRUCK - 40 KIP AXLE LOADS (HS -25) DESIGN TANDEM - 31 KIP AXLE LOADS AT 4' SPACING DEAD LOAD OVER DECK - 280 PSF (ASPHALT) IMPACT INCREASE - 30 PERCENT LATERAL SOIL LOADS (AT -REST) - 60 LBS /CF EQUIVALENT FLUID PRESSURE LATERAL SEISMIC SOIL LOAD - 120 LB /SF MOMENT AT BASE OF CONCRETE GUARDRAIL - 32.5 KIP -FT OVER 5' ALLOWABLE FOUNDATION BEARING - 2000 PSF WING WALLS: LATERAL SOIL LOAD - 35 PCF EQUIVALENT FLUID PRESSURE SEISMIC SOIL LOAD - 100 PSF 5. CAST EX 60" CONC SD INTO NEW WINGWALL. PROVIDE TEMP SUPPORT OF EXISTING 60 -IN SD DURING WING WALL CONSTRUCTION. CUT EX SD FLUSH WITH EXPOSED WALL FACE. 6. PLACE 1/2" PREMOLDED JOINT FILLER FOR EXPANSION JOINTS BETWEEN CAST -IN -PLACE WING WALLS AND PRECAST BOX CULVERT. 7. GROUT FOR BOX CULVERT SHEAR KEYS SHALL CONFORM TO SPECIFICATOIN SECTION 6- 02.3 (25)0. 8. WELD -TIE PLATES SHALL BE COATED WITH A ZINC RICH PRIMER, 5 MIL MINIMUM THICKNESS. CONCRETE GUARDRAIL DECK PARAPET STEEL PIPE HANDRAIL (NORTH SIDE) (SOUTH SIDE) 2' -8" HIGH ABLT — SOUTH END TOP OF WALL EL =21.35 — A- as a. a a 4 d EPDXY COATED REINFORCEMENT IN BOX CULVERT DECK a. 4' MAXIMUM FOOTING 3' -0" d PARAPET HEIGHT 12" CDF MIN N U N oz I Y Q= ABLT — NORTH END TOP OF GRAVEL EL =8.18 ABLT — SOUTH END TOP OF GRAVEL EL =8.10 3" CSTC STEEL PIPE HANDRAIL IN SIDEWALK 3' -6" HIGH EL 19.50 EL PRECAST BOX CULVERT SECTION ABLT —NORTH END TOP OF CONC. EL =17.96 TOP OF GRAVEL EL =7.88 ABLT —SOUTH END TOP OF CONC. EL =18.01 TOP OF GRAVEL EL =8.10 EL �-0t� FULL WIDTH PRECAST FOOTING PARAPET o - a : oe BASE SLAB OoOo Oo Oo Oo Oo0o0o0o OoOo Oo c o0 0 00 00 00 0 00 a a A'v a. •a. n" ° e a a a. a a a as a SECTION A SCALE: 1/4 ° =1' -0" D- 322313 I W � r.. LLJ C) Ld 0 (h n O z w z 0 w 7v 1J m V) N O 0 4� 0 41 E ry U 41 C14 04 C14 0 A) 0 I- n Cn 41 0 Q) 0 L_ n O (D D U) I n V) -2 E 0 U-) L0 rn 0 0 04 r-: 04 co Q) C 0) > L -a EL 4.75 20 EL 10 11 SECTION A - --� SCALE: 1/4"=1' -0" Q-1 ") SECTION SCALE: 1/4"=1' -0" 1/2 "X1" DEEP FORMED NOTCH WHEN EXPOSED 3" CLR ,,,--3/4"x2'-0" SMOOTH GALV DOWEL AT CENTER, 4< APPLY BOND BREAKER 41 41 'N--Y2"x2" DEEP FORMED NOTCH SECTION SCALE: 1"=V-0" SECTION SCALE: 1/4"=1' -0" 0 ISSUE FOR BID NO. I REVISION EL 4.75 MAX PAY WIDTH FOR STRUCTURAL EXCAVATION 11' -0" 2" CLR I L NOTE: GEOTEXTILE DRAINAGE MAT #7@12 VERT TO COVER ENTIRE BACK SIDE OF 20 STEM WALL FROM FOUNDATION TO 1' BELOW FINISHED GRADE. #5@12 HORZ----_� GRAVEL BACKFILL FOR WALLS 2" CLR YDIA WEEP HOLE MAKE HOLE IN DRAINAGE zi. MATT BACKING GEOTEXTILE DRAINAGE 10 MAT, SEE NOTE ti D_ #5@12EW #7@6 #7@6 DWL Lij __j HK TOE - 5@12 14- #5 DWL@ 12, 31 LAP # HK TOE 3' -0" #5@12 1 1/2"x5" CONT KEY 7 F I A16 AS-BUILT SURVEY BY: I I U( N F 2 0 2 4 6 8 10 PL S, Inc., 1/1812008 r 1/4)1=1)—u 1 FEI 15iiiiif!T I 5iiiiii SCALE: 1/2"=-0" Scale Feet AS—BUILT PLANS STAMPED RY_- A AV% now& m 0 ®® V I n 1 2 pommmm" Scale Feet SW 34TH STREET DAM 03/2/07 CULVERT REPLACEMENT PROJECT RELDBOOK: PAGE: DRAWING NO: WING WALL SEC71ONS S2 AND DETAILS SHMM OR 14 16 '3 D X2.:23 11 14_ 0