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0 n M M 1` N a yQ� oFSWA H ONAL SW 7TH STREET, POWELL AVE SW TO LIND AVE SW STORM SYSTEM IMPROVEMENT PROJECT 405 o 99 Kirkland 3 305 Redmond 5 ainbddge Island _ 303 520 901 3 SEATTLE Be evue �..E11iotL �� La So mamish Bay Amer Ian Issaquah �N 509 16 T 99 rar u i Renton ao PROJECT Vachon LOCATION Island 167 Kent 302 16 181 s LOCATION MAP SCALE: NTS s rae,est si mst a' w. 8 � n�res s> seem° unyy � s+saasr we— 5 ems, yh4 III III ITI III �l Faebar a as swa ss,� DOD �eq�sW D a3 ° g PROJECT LOCATION VICINITY MAP SCALE: 1 "=1000' Louis Berger 520 Pike St, Ste 1005, Seattle, WA 98101 -206.453.1043 REVISION PHASE 2 DRAWING INDEX SHEET NO DWG NO SHEET TITLE 1 31 COVER SHEET 2 G2 LEGEND AND ABBREVIATIONS 3 G3 GENERAL NOTES, TESC NOTES AND CONSTRUCTION SEQUENCE 4 G4 SURVEY AND ALIGNMENT CONTROL 5 C1 PLAN AND PROFILE, SHEET 1 of 5 6 C2 PLAN AND PROFILE, SHEET 2 of 5 7 C3 PLAN AND PROFILE, SHEET 3 of 5 8 C4 PLAN AND PROFILE, SHEET 4 of 5 9 C5 PLAN AND PROFILE, SHEET 5 of 5 10 C6 STRUCTURE SCHEDULE AND LATERAL PIPES PROFILES 11 C7 EXISTING UTILITY DATA 12 C8 MISCELLANEOUS CIVIL DETAILS AND SECTIONS 13 C9 RAILROAD CROSS SECTIONS 14 C9A CONNECTION TO EXISTING SO VAULT No. 1 15 C10 RAILROAD RESTORATION DETAILS 16 C11 STRUCTURES WITH CASED SANITARY SEWERS 17 C12 WATER LINES RELOCATION DETAILS 18 C13 ROADWAY RESTORATION PLAN, SHEET 1 OF 2 19 C14 ROADWAY RESTORATION PLAN, SHEET 2 OF 2 20 C15 ROADWAY RESTORATION DETAILS AS —BUILT RECOMMENDED L-.110 R APPROVAL PLAN AND PROFILE SHEET LAYOUT Roa 4L/`-! SCALE: 1"=500' m rsPACE AS NOTED ' SW 7th ST, POWELL AVE SW TO LIND AVE SW o9/25/2018 JF/JE/RL� " �� CITY OF STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 ; °°°" MSG 9/22/2018 MSG ABG RENTON ., MSG 4/18/2016 MSG DATUM "°17 1— G 1 zED'N 11"Planning/Building/Public Works Dept. COVER SHEET BY DATE APPR —Msc �`"" ""°"°'""` Ems. 1 °r: 20 D- 3 5 7 0 4 5 0 n to M 1` N a LEGEND EXISTING PROPOSED — — -20- — — MAJOR CONTOUR -----22----- MINOR CONTOUR — RIGHT OF WAY - - - - - - - - - - CONSTRUCTION LIMITS - ROAD CENTER LINE EDGE OF PAVEMENT - - PROPERTY LINE — — — — — EASEMENT LOT LINE SUBDIVISION w WATER LINE w w— WATER LINE o STORM DRAIN —SDSD— STORM DRAIN SEWER LINE —ssss— SEWER LINE GAS LINE uP POWER LINE ", TELEPHONE LINE UT" CABLE TV LINE o FIBER OPTIC LINE o o — CHAIN LINK FENCE X X WIRE FENCE ❑ ❑ WOOD FENCE DITCH ¢ \� STREET LIGHT ASSEMBLY b FIRE HYDRANT O SANITARY SEWER MANGLE m WATER VALVE N WATER VALVE ❑ STORM DRAIN CATCH BASIN ® STORM DRAIN CATCH BASIN / MANHOLE O STORM DRAIN MANHOLE O SANITARY SEWER MANHOLE CONIFER TREE F-1 SURVEY CONTROL POINTS 0 DECIDUOUS TREE b KEYED NOTES =00 ROCKERY - SIGN ® WATER METER s MONUMENT IN CASE ® SURFACE MONUMENT PK NAIL - CONTROL LIGHT POLE o POWER/UTILITY POLE OHWM © POWER VAULT FT7 TELEPHONE VAULT FU7 UTILITY VAULT 0 TRANSFORMER ® JUNCTION BOX GUY ANCHOR o TELEPHONE/TV RISER m GAS VALVE x SPOT ELEVATION i� TESC BORING �cT G za Louis Berger �I TCRV���aFE4 �. 'ZONALG 520 Pike St, Ste 1005, Seattle, WA 98101 - 206.453.1043 ABBREVIATIONS AC ASBESTOS CONCRETE AD VERTICAL CURVE GEOMETRY VALUE K VERTICAL CURVE GEOMETRY VALUE ADA AMERICANS WITH DISABILITIES ACT AP ANGLE POINT LB POUND APPROX APPROXIMATE LF LINEAR FEET LP LOW POINT BLDG BUILDING LT LEFT BVCE BEGINNING OF VERTICAL CURVE ELEVATION LWD LARGE WOODY DEBRIS BVCS BEGINNING OF VERTICAL CURVE STATION MAX MAXIMUM CB CATCH BASIN MH MANHOLE CDF CONTROLLED DENSITY FILL MIC MONUMENT IN CASE CI CAST IRON MIN MINIMUM CIP CAST IN PLACE MJ MECHANICAL JOINT CJ CONSTRUCTION JOINT c CENTER LINE N NORTHING, NORTH CL CLASS, CENTER LINE NE NORTHEAST CLF CHAIN LINK FENCE NO NUMBER CLR CLEAR NTS NOT TO SCALE CMP CORRUGATED METAL PIPE NW NORTHWEST CO CLEAN OUT COMM COMMUNICATION OC ON CENTER CONC CONCRETE OD OUTSIDE DIAMETER CPEP CORRUGATED POLYETHYLENE PIPE OH OVERHEAD CSBC CRUSHED SURFACING BASE COURSE OHW ORDINARY HIGH WATER CSTC CRUSHED SURFACING TOP COURSE ORN ORNAMENTAL CTJ CONTROL JOINT CTR CENTER PPP POLYPROPYLENE PIPE CY CUBIC YARD PSE PUGET SOUND ENERGY PVI POINT OF VERTICAL INTERSECTION DFT DRY FILM THICKNESS PVC POLYVINYL CHLORIDE DI DUCTILE IRON DIA DIAMETER R RADIUS DWG DRAWING RCP REINFORCED CONCRETE PIPING DWL DOWEL RJ RESTRAINED JOINT ROW RIGHT OF WAY E EASTING, EAST RT RGHT ECC EXTRUDED CONCRETE CURB EF EACH FACE S SLOPE, SOUTH EL, ELEV ELEVATION SO STORM DRAIN EOP EDGE OF PAVEMENT SDMH STORM DRAIN MANHOLE ESC EROSION AND SEDIMENTATION CONTROL SE SOUTHEAST EVCE END VERTICAL CURVE ELEVATION SHT SHEET EVCS END VERTICAL CURVE STATION SIM SIMILAR EW EACH WAY SS SANITARY SEWER EX, EXIST EXISTING SSMH SANITARY SEWER MANHOLE STA STATION FL FLANGE STD STANDARD FOW FACE OF WALL SW SOUTHWEST SWPPP STORMWATER POLLUTION PREVENTION PLAN GALV GALVANIZED GV GATE VALVE TESC TEMPORARY EROSION AND SEDIMENT CONTROL TOG TOP OF GRATE HK HOOK TYP TYPICAL HMA HOT MIX ASPHALT HORIZ HORIZONTAL VA VAULT HPA HYDRAULIC PROJECT APPROVAL VERT VERTICAL VC VERTICAL CURVE ID INSIDE DIAMETER IE INVERT ELEVATION WDFW WASHINGTON DEPARTMENT OF FISH AND WILDLIFE WSEL WATER SURFACE ELEVATION MATERIALS LEGEND CSTC (SECTION) NEW CONCRETE (SECTION) EX CONCRETE (SECTION) SUBGRADE (SECTION) SAND (SECTION) REVISION - GRAVEL BORROW FOR TRENCH (SECTION) SECTION INDICATOR DRAWING ON WHICH SECTION IS CUT (Cl): SECTION LETTER A X REFERENCE NUMBER ON WHICH SECTION APPEARS DETAIL INDICATOR DRAWING ON WHICH DETAIL IS REFERENCED (Cl): DETAIL NUMBER 1 C2 DRAWING REFERENCE NUMBER ON WHICH DETAIL APPEARS DRAWING ON WHICH SECTION APPEARS (C2): DRAWING ON WHICH DETAIL APPEARS (C2): SECTION SECTION LETTER A DETAIL DETAIL NUMBER 1 DESCRIPTION (OPTIONAL) C1 DESCRIPTION (OPTIONAL) Cl SCALE: XX DRAWING REFERENCE SCALE: XX NUMBER ON WHICH DRAWING REFERENCE NUMBER SECTION IS CUT ON WHICH DETAIL IS REFERENCED J GRAVEL BORROW FOR r PIPE ZONE (SECTION) HMA (PLAN) HMA (SECTION) METAL (SECTION) AS BUILT RECOMMENDED FOR APPROVAL BY w'l EAS NOTED ' " DATUM �� CITY OF RENTON Planning/Building/Public Works Dept. SW 7th ST, POWELL AVE SW TO LIND AVE SW STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 LEGEND AND ABBREVIATIONS 09/25/2018 °" JF/JE/RL� F/J -:ABG MSG 9/22/2018 MSG �`"" ""°"°'""` .,N. G2 MSG 4/18/2016 MSG °� BY DATE APPR '"°"`MSG Ems. 2 °T 20 ,mmmmm 'or. GENERAL NOTES GENERAL EROSION AND SEDIMENT CONTROL NOTES GENERAL RESTORATION NOTES 0 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL LAWS. 1. THESE GENERAL EROSION AND SEDIMENT CONTROL NOTES, TOGETHER WITH DETAIL 1, THIS DWG, CONSTITUTE A CONCEPTUAL TEMPORARY � EROSION AND SEDIMENT CONTROL (TESC) PLAN. THE CONTRACTOR IS REQUIRED TO SUBMIT A DETAILED STORMWATER POLLUTION AND tJ 2. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARDS AND SPECIFICATIONS AND WASHINGTON STATE PREVENTION PLAN (SWPPP) MEETING STATE REQUIREMENTS IN ACCORDANCE WITH THE NPDES GENERAL CONSTRUCTION PERMIT. THE TESC DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION", 2012 AND AS AMENDED BY MEASURES SHALL THEN BE IMPLEMENTED CONSISTENT WITH THE CONTRACTOR -PREPARED SWPPP. N THE CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS AND THE CONTRACT SPECIAL PROVISIONS. d 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC 3. ALL WORK SHALL BE SUBJECT TO THE INSPECTION OF THE CITY ENGINEER OR DESIGNATED REPRESENTATIVE. FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 4. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL MEET WITH THE CITY ENGINEER FOR A PRE -CONSTRUCTION CONFERENCE. 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO 5. A COPY OF THESE APPROVED PLANS AND PROJECT SPECIFICATIONS MUST BE ON THE SITE WHENEVER CONSTRUCTION IS IN PROGRESS. AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 6. PRIOR TO ANY SITE CONSTRUCTION THAT INCLUDES CLEARING OR GRADING, THE SITE CONSTRUCTION LIMITS SHALL BE LOCATED AND IDENTIFIED 4. THE ESC FACILITIES SHOWN ON THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE BY THE CONTRACTOR'S PROJECT SURVEYOR AND APPROVED BY THE CITY. CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). 7. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. UTILITIES ARE BASED ON A COMBINATION OF ONE OR MORE OF THE FOLLOWING: OBSERVATION OF SURFACE FEATURES, PAINT MARKS APPLIED BY AN UNDERGROUND UTILITY LOCATING SERVICE, POTHOLING OF SOME UTILITIES, AND RECORD SCHEMATIC DRAWINGS. UTILITIES SHOWN IN THESE DRAWINGS ARE FOR THE PURPOSES OF ASSISTING THE CONTRACTOR WITH LOCATING UTILITIES. CONTRACTOR SHALL FIELD LOCATE AND POTHOLE ALL UTILITIES WITHIN PROPOSED EXCAVATION LIMITS UNLESS OTHERWISE DIRECTED BY CITY. CONTACT UNDERGROUND UTILITY LOCATE SERVICE (1-800-424-5555) A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION TO OBTAIN ON -SITE UTILITY LOCATIONS. POTHOLING SHOULD BE DONE AT LEAST TEN (10) WORKING DAYS IN ADVANCE OF WORK IN THE AREA. TAKE PRECAUTIONS AND REMEDIAL MEASURES THAT MAY BE REQUIRED TO PROTECT PERSONS AND PROPERTY AND TO AVOID DISRUPTION OF SERVICE. UNLESS OTHERWISE NOTED, PROTECT ALL UTILITIES FROM DAMAGE WHICH SHALL INCLUDE PROVIDING TEMPORARY SUPPORT SYSTEMS AND SHORING AROUND UTILITIES DURING EXCAVATION. IF AN EXISTING PRIVATE UTILITY CONFLICTS WITH PROPOSED IMPROVEMENTS, COORDINATE THE RELOCATION OF THE PRIVATE UTILITY WITH THE UTILITY OWNER UNLESS NOTED OTHERWISE. 8. THE CONTRACTOR SHALL COMPLY WITH ALL PERMITS AND ALL OTHER REQUIREMENTS BY THE CITY OF RENTON. SEE APPROVED PERMITS AND PERMIT REQUIREMENTS IN THE PROJECT SPECIFICATIONS. 9. EXISTING UNDERGROUND WATER LINE BENDS AND BLOCKING ARE NOT SHOWN. 5. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR 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). 1. UNLESS NOTED OTHERWISE, RESTORE AND ADJUST ALL UTILITY CASTINGS TO FINAL GRADE. RESTORE PAVEMENT MARKINGS WITHIN AREAS DISTURBED BY CONSTRUCTION. 2. RESTORE SURVEY MONUMENTS. SEE SPECIAL PROVISIONS SECTION 1-11 AND THE SECTIONS ON SURVEY CONTROL AND MONUMENTS AND SURVEY MONUMENT REMOVAL OR DESTRUCTION. 3. THE CONTRACT DRAWINGS SHOW THE ANTICIPATED LIMITS OF HMA RESTORATION WORK. THESE LIMITS MAY BE ADJUSTED IN THE FIELD BY THE ENGINEER. SEE DWG C15 FOR ROADWAY RESTORATION DETAILS. TRENCH AND PAVEMENT RESTORATION SHALL ALSO COMPLY WITH CITY OF RENTON STANDARD DETAILS B063, B077, H032, AND H032.1. 4. WHERE EXISTING CONCRETE CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS, AND RAMPS ARE REMOVED OR DAMAGED DURING EXCAVATION, THEY SHALL BE REPLACED. CONTRACTOR SHALL REPLACE CONCRETE SIDEWALK, CURB AND GUTTER TO THE NEAREST FULL DEPTH EXPANSION JOINT, OR IF ALLOWED BY ENGINEER, TO THE NEAREST CONTROL JOINT WHERE CONCRETE MUST BE SAWCUT. REPLACEMENT CURB, GUTTER, SIDEWALK, RAMPS, AND DRIVEWAYS SHALL MATCH EXISTING DIMENSIONS. CONTRACTOR SHALL TAKE SUFFICIENT MEASUREMENTS OF LOCATIONS AND THICKNESSES TO REPLACE IN KIND. A MINIMUM 4" THICK COMPACTED BASE OF CSBC IS REQUIRED UNDER ALL REPLACED CURB, GUTTER, SIDEWALKS, AND RAMPS UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 6. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET 5. SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, TRAFFIC LOOPS AND ASSOCIATED POWER THAT HAS BEEN DAMAGED ARE TO BE REPLACED IN MULCHING, PLASTIC COVERING, ETC.). KIND. EXACT LOCATION OF SAWCUTS FOR REPLACEMENT LOOPS ARE TO BE COORDINATED WITH THE ENGINEER. 7. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 6. EXISTING PAVEMENT MARKINGS FOR STOP BARS, RAILROAD CROSSING SYMBOLS, AND CROSSWALKS THAT ARE DISTURBED ARE TO BE REPLACED WITH THERMOPLASTIC MATERIALS. 8. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY-EIGHT (48) OTHER PAVEMENT MARKS SHALL BE REPLACED. IN KIND AS PER THE CONTRACT DOCUMENTS. HOURS FOLLOWING A STORM EVENT. GRATE RETRIEVAL SYSTEM 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF TRAFFIC CONTROL PLANS. CONTRACTOR SHALL SUBMIT PLANS TO THE ENGINEER 9• AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS FOR APPROVAL PRIOR TO IMPLEMENTATION. SEE TRAFFIC CONTROL REQUIREMENTS IN SECTION 1-10 IN THE SPECIAL PROVISIONS. EXCEPT FOR AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO AS SPECIFICALLY NOTED IN SECTION 1-10, CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE LANE OPEN IN EACH DIRECTION AT ALL TIMES THE DOWNSTREAM SYSTEM. ON ALL ROADS WITHIN THE PROJECT AREA. 11. SEE THE "STANDARD DETAILS" SECTION OF THE PROJECT SPECIFICATIONS FOR REFERENCED CITY OF RENTON (COR) STANDARD DETAILS AND REFERENCED WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD DETAILS. 12. STORM SEWER LENGTHS ARE MEASURED BETWEEN CENTERS OF MANHOLES AND CATCH BASINS UNLESS OTHERWISE NOTED. 10. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 11. NO STOCKPILING/STAGING WILL BE CONDUCTED WITHIN THE RIGHT OF WAY OR CITY OWNED SITE. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ITS OWN STOCKPILE/STAGING AREAS. 13. EXCEPT AS OTHERWISE NOTED, CATCH BASIN AND MANHOLE RIM ELEVATIONS GIVEN WITHIN PAVED AREAS ARE APPROXIMATE. FINAL ELEVATIONS 12. PUBLIC STREETS SHALL BE CLEANED ONCE PER DAY OR AS DIRECTED BY THE CITY. FLUSHING OF STREETS WITH WATER WILL NOT BE SHALL MATCH FINAL GRADE. ALLOWED. 14. NEW STORM SEWER MANHOLES SHALL BE CHANNELED. SEE DETAILS 2, 3, AND 4 ON DWG C8. 15. FOR BEDDING AND BACKFILLING AROUND EXISTING OR NEW UTILITIES USE CDF WHERE STANDARD METHODS DO NOT PERMIT COMPACTION REQUIREMENTS TO BE MET, AS SHOWN ON THE DWGS, OR AS DIRECTED BY ENGINEER. 16. FIELD LOCATE AND POTHOLE ALL UTILITIES LOCATED WITHIN PROPOSED EXCAVATIONS. PROVIDE INFORMATION ON EXISTING UTILITY TO ENGINEER TWO WEEKS PRIOR TO ANY UNDERGROUND WORK NEAR THE UTILITY. 17. SITE CONSTRUCTION LIMITS (PRESERVATION LINES) COINCIDE WITH CITY RIGHT-OF-WAY UNLESS SHOWN OTHERWISE. 22. SEGMENTS OF THE WORK MAY BE PERFORMED UNDER ELECTRICAL OVERHEAD POWER LINES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK IN A SAFE MANNER AND IN ACCORDANCE WITH ANY REQUIREMENTS SET FORTH BY THE UTILITY OWNER AND APPLICABLE LAWS AND REGULATIONS. EXISTING OVERHEAD LIGHTING AND TRAFFIC SIGNALS ARE SHOWN AS SYMBOLS. THE ACTUAL EXTENTS OF THESE FEATURES ARE NOT SHOWN TO SCALE ON DRAWINGS. w 23. NEW STORM SEWERS 30" IN DIAMETER OR GREATER ARE SHOWN IN PLANS WITH OUTSIDE DIAMETER. NEW MANHOLES FOR THE STORM SEWER SYSTEM ARE SHOWN WITH OUTSIDE DIAMETER IN PLAN AND PROFILE. 0 24. NO STAGING AREA IS PROVIDED TO THE CONTRACTOR. ALL STAGING AREAS SHALL BE ON A CONTRACTOR SECURED AREA. ALL TESC REQUIREMENTS APPLY TO THE CONTRACTOR'S OBTAINED STAGING AREA. 0 25. TEMPORARY SHORING IS REQUIRED FOR ALL 36-INCH AND 60-INCH DIA STORM DRAIN WORK AND ASSOCIATED MANHOLES. MINIMUM SHORING TECHNIQUE SHALL BE USE OF TRENCH BOX SPECIAL SHORING TECHNIQUES ARE REQUIRED WHERE WORKING IN CLOSE PROXIMITY TO UTILITIES 13. 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 FROM GRIT AND CUTTING, PLANING OR PULVERIZING OPERATIONS SHALL BE VACUUM -CLEANED TO PREVENT CONTAMINANTS FROM ENTERING THE STORM DRAINAGE SYSTEM OR SURFACE WATERS. 14. CATCH BASIN INSERTS SHALL BE PLACED AT ALL CATCH BASINS ALONG PIPE ALIGNMENT. SEE DETAIL 1, THIS SHEET. 15. INSTALL SILT FENCING AROUND ENTIRE STAGING/STOCKPILE AREAS PER CDR STANDARD PLAN 214. 16. TEMPORARY SEDIMENTATION POND MAY BE REQUIRED IN CONTRACTOR STAGING AREA IF THE SILT FENCING IS NOT ADEQUATE. 17. KEEP PUBLIC AND PRIVATE ROADWAYS/PARKING LOTS, SIDEWALKS, AND TRAILS FREE OF DEBRIS AND SEDIMENT. 18. CONSTRUCT TEMPORARY STORMWATER BYPASSES AS NEEDED DURING CONSTRUCTION TO DIVERT STORMWATER AROUND TRENCHING AND PIPE INSTALLATION ACTIVITIES AND MAINTAIN DRAINAGE OF UPSTREAM STORMWATER. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF STORM DRAIN BYPASS PLAN. UNLESS OTHERWISE NOTED, BYPASSES ARE TO BE DESIGNED TO HANDLE THE VOLUME AND PEAK FLOWS OF THE 2-YEAR STORM EVENT AT A MINIMUM. SUBMIT AS PART OF WATER CONTROL PLAN. STORM DRAIN BYPASS PLAN SHALL ALSO ADDRESS THE DOWNSTREAM SYSTEM AND PREVENTION OF STORMWATER ENTERING THE WORK AREA BY BACKING UP FROM DOWNSTREAM. 19. NEW STORM DRAINAGE PIPES MAY ONLY BE PLACED INTO SERVICE FOLLOWING TESTING AND ACCEPTANCE BY THE CITY. SEE SPECIFICATION SECTION 7-08. 20. ALL DEWATERING WATER AND RUNOFF WITHIN CONSTRUCTION AREAS SHALL BE TREATED VIA SEDIMENTATION, FILTRATION THROUGH VEGETATION IN APPROVED AREAS, OR PORTABLE FILTRATION SYSTEMS (UTILIZING TANKS AND FILTERS), AS NEEDED, PRIOR TO DISCHARGE 26. CONTRACTOR SHALL INSTALL HIGH VISIBILITY CONSTRUCTION FENCING MEETING WSDOT SECTION 9-14.5(8) AND STANDARD PLAN 1-10.10-01 A TO DOWNSTREAM SYSTEM IN ORDER TO MEET ALL APPLICABLE LOCAL, STATE AND FEDERAL WATER QUALITY REGULATIONS. CONTRACTOR MAY MINIMUM OF 3 FT AROUND ALL TREES IN SW 7TH STREET RIGHT-OF-WAY, STA 8+50 TO 30+00. ALSO DISCHARGE TO THE SANITARY SEWER SYSTEM AFTER OBTAINING APPLICABLE PERMITS AND MEETING PRETREATMENT REQUIREMENTS. 27. THE PROJECT AREA POTENTIALLY CONTAINS ARCHEOLOGICAL OBJECTS OF SIGNIFICANCE THAT MAY BE ENCOUNTERED DURING EXCAVATION. A DEPARTMENT OF ARCHAEOLOGY & HISTORICAL PRESERVATION PERMIT HAS BEEN OBTAINED AND INSPECTION BY AN ARCHEOLOGIST WILL OCCUR DURING CONSTRUCTION. SEE SPECIFICATION SECTION 1-07.16(4). 1128. SEE DWG C9 FOR BNSF COORDINATION NOTES AND SCHEDULING NOTES. ,I29. WHEN SEPARATION OF NEW PIPE IS LESS THAN 6" FROM EXISTING UTILITY USE ETHAFOAM PAD PER 7-08.2(2)K. 30. CONTRACTOR SHALL PERFORM A PRECONSTRUCTION SURVEY OF THE SW 7TH STREET ROADWAY CENTERLINE AND BNSF RAIL CROSSINGS (THREE THAT CROSS SW 7TH STREET) AT MINIMUM 25 FT SPACING TO PROVIDE A PRECONSTRUCTION RECORD OF ELEVATIONS. SURVEY SHALL TIE INTO PROJECT SURVEY CONTROL POINTS AND USE PROJECT STATIONING. PROVIDE COPY OF SURVEY RESULTS TO CITY. THE SURVEY RESULTS SHALL BE SHOWN ON THE PLAN SET AND ALSO INCLUDE SEPARATE LIST OF POINTS WITH HORIZONTAL COORDINATES, STATIONING, AND ELEVATION. 31. CONTRACTOR SHALL ERECT TWO (2) PROJECT SIGNS. SEE DETAIL 1, DWG C8. 32. NIGHT WORK CONSTRUCTION IS REQUIRED AT THE LIND AVENUE SW INTERSECTION. SEE SECTION 1-08 OF THE SPECIAL Q� oFSWAhls� PROVISIONS. E � � za Louis Berger 1 a �A RPCI TCRV� esst°NAL G` 520 Pike St, Ste 1005, Seattle, WA 98101 -206.453.1043 NO. 4181 PRELIMINARY CONSTRUCTION SEQUENCE GEOTEXTILE DETAIL 1 CATCH BASIN INSERT - SCALE: NTS OVERFLOW BYPASS TRIM GEOTEXTILE OVERFLOW BYPASS NOTES: 1. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 31 2500. 2. SIZE THE CATCH BASIN INSERT FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 3. THE CATCH BASIN INSERT SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE INLET DEVICE WITHOUT SPILLING THE COLLECTED MATERIAL. 1. SUBMIT TRAFFIC CONTROL PLAN, TESC PLAN, STAGING PLAN, UTILITY 10. PERFORM ANY ADVANCED POTHOLING REQUESTED BY THE CITY. AT MINIMUM MEASURES FOR THE EXISTING WATER LINE PARALLEL TO STORM, AND PROTECTION PLAN AND MATERIALS SUBMITTALS. THIS SHALL INCLUDE THE VERIZON LINE AT STA 25+72. IMPLEMENT RELOCATIONS FOR WATER LINE CROSSINGS AS REQUIRED BY 2. ATTEND PRECONSTRUCTION CONFERENCE. 11. INSTALL PIPE CONNECTION AT EX MANHOLE AT STA 9+11 (WEST OF THE DRAWINGS. ALSO, PROVIDE TEMPORARY SUPPORT FOR UTILITIES BEING POWELL AVE SW). CROSSED SO THAT SERVICE IS NOT INTERRUPTED. 3. CALL FOR UTILITY LOCATES. 12. PROCEED WITH THE REMAINING UPSTREAM CONSTRUCTION. AS WORK 15. BACKFILL TRENCH AND PROVIDE A PAVEMENT PATCH AS REQUIRED BY THE 4. PERFORM POTHOLING. 5. PERFORM PRECONSTRUCTION SURVEY. PROCEEDS UPSTREAM, IMPLEMENT STORM DRAIN BYPASSES AROUND ACTIVE WORK AREA AS WELL AS CHECK DAMS WITHIN THE DOWNSTREAM 16. DRAWINGS.AS BUILT RESTORE CHANNELIZATION AND AS-BUILT 6. INSTALL GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES. CONSTRUCTED PORTION OF THE NEW 60-INCH PIPE TO ALLOW THAT PAVEMENT MARKINGS. 7. INSTALL TESC CONTROL MEASURES. OF THE CONSTRUCTED SYSTEM TO DRAIN WHILE NOT BACKING UP 17 FLOW INTO THE ACTIVE WORK AREA. EXCAVATE TRENCH FOR STORM DRAIN REMOVE EROSION CONTROL 8. IMPLEMENT DEWATERING SYSTEM. PIPE INSTALLATION AND PROVIDE SHORING FOR TRENCH. MEASURES AFTER CITY APPROVAL OF WORK. R APPROVAL 9. PERFORM VAULT INSPECTION AT STA 29+45. SEE CONSTRUCTION NOTE 4 13. COORDINATE WITH BNSF PRIOR TO RR CROSSING AT STA 13+13, SEE rECOMMENDED E)�ON DWG C5. THIS INFORMATION WILL BE USED TO CONFIRM 60" SDSCHEDULING AND COORDINATION REQUIREMENTS ON DWG C9. SLOPE. 14. AS WORK PROCEEDS UPSTREAM, IMPLEMENT WATER LINE PROTECTION m PACE °E40x EAS NOTED CITY OF SW 7th ST, POWELL AVE SW TO LIND AVE SW o9/25/201E JF/JE/RL STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 AS -BUILT REVISIONS BID SEf MSG MSG 9/22/2018 a/1a/2o1s MSG" MSG AEG DATUM RENTON GENERAL NOTES, TESC NOTES AND ., N. °" G3 REVISION BY DATE APPR sG �`" , A"°"°'"°" Planning/Building/Public Works Dept. CONSTRUCTION SEQUENSE Ems. 3 °F: 20 ,mmmmmmm 0 n tI LID a z c� C 1 m �---- z i �w 20.0' RAILROAD 1' EASEMENT ~I o Y �R+.nn e . III D s� III of I 3 III SURVEY CONTROL POINTS POINT DESCRIPTION NORTHING EASTING ELEV 663-15.22MIC 175936.76 1294424.40 21.40 663-15.20MIC 175950.95 1294791.23 20.94 E663-15.19RC 175921.97 1294821.85 21.61 © 663-14.14MIC 175932.97 1295376.78 22.06 E663-14.13MON 175960.25 1295383.24 22.53 663-14.16MON 175902.40 1295582.45 23.39 J663-14.18MON 175950.46 1295597.85 23.18 663-14.15MON 175901.09 1295632.87 23.55 © 663-14.17MON 175949.57 1295648.89 23.24 663-14.12RC 175898.52 1295690.76 23.33 663-14.11MW 175894.53 1296014.69 22.83 663-14.10MIC 175910.28 1296673.65 22.67 © 663-2.9MW 175878.28 1296704.16 23.39 �cT G za Louis Berger �I TCR��2FE4 �. 'ZONALG 520 Pike St, Ste 1005, Seattle, WA 98101 - 206.453.1043 = I u PLAN /1[1 SURVEY AND ALIGNMENT CONTROL SCALE: 1 "=100' ALIGNMENT CONTROL POINTS POINT STATION / OFFSET DESCRIPTION NORTHING EASTING ❑1 3+72.85 STREET CENTERLINE POINT OF VERTICAL TANGENT EAST OF HORIZONTAL CURVE AT NACHES AVE SW 175969.50 1294164.43 2 10+00 CENTER OF INTERSECTION OF SW 7TH ST AND POWELL AVE STATION REFERENCE POINT 175950.61 1294791.30 �3 18+24.44 INFLECTION POINT, SW 7TH ST 175925.76 1295615.37 4 28+82.84 INFLECTION POINT CENTER OF INTERSECTION OF SW 7TH ST AND LIND AVE 175910.29 1296673.65 ❑5 30+00 END OF ALIGNMENT 175908.59 1296790.75 it HORIZONTAL DATUM: NAD 83/91 BASED ON CITY OF RENTON CONTROL POINT 60 WHICH IS A MONUMENT IN A CASE AT THE NORTH QUARTER CORNER OF SECTION 19, T23N, R5E LOCATED AT THE INTERSECTION OF HARDIE AVENUE SOUTH AND SW 7TH STREET AND CONTROL POINT 754 WHICH IS A MONUMENT IN A CASE LOCATED AT THE INTERSECTION OF SW 7TH STREET AND SENECA AVENUE SW. VERTICAL DATUM: NAVD 88 BASED ON CITY OF RENTON CONTROL POINT 1854 WHICH IS A MONUMENT IN A CASE LOCATED AT THE INTERSECTION OF SW 7TH STREET AND OAKSDALE DRIVE SW. ELEVATION = 19.65' NOTES: ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS BY PACE ENGINEERS TAKEN IN OCTOBER AND NOVEMBER, 2011, UNLESS OTHERWISE INDICATED. AS -BUILT RECOMMENDED FOR APPROVAL 100 50 0 100 200 eY E)p,a 4 /s- 1 "=100' Scale Feet ey --PACE EAS NOTED SW 7th ST, POWELL AVE SW TO LIND AVE SW 09/25/2018 °E40x JF/JE/RL�" �� CITY OF STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 JILT REVISIONS MSG 9/22/2018 MSG w ABG RENTON ., BID SEf MSG 4/18/2016 MSG EC ; DATUM G 4 °� Planning/Building/Public Works Dept. SURVEY AND ALIGNMENT CONTROL REVISION BY DATE APPR -Msc �`"" ""°"°'NC' Ems. 4 °F: 20 EARLINGTON PARTNERSHIP CB RIM=20.93 / 1100 SW 7TH ST IE 8"DI(S)=18.3 0 IE 12"CMP(E)=18.0 LO #1100 SW 7TH ST SDMH RIM=2,.5D o� ri BTM 12" DI(N,S)=16.5 ASPHALT PARKING IE 8"CONC(NE)=16.5 I N CL CHAN 60"CONC(E,W)712.8 I dCn - 2, _-D - - _ - -EX FILTERRA #103 55 5 CONC WALK 55 Jn VALK ua ----------- D \ 2 — — 60" SD --- - - - - 1 _ _ 8+5000 --------� 5 — — _ n 9+ o — — — P o 9+50 ----- _ X 60"SD �-- ------------r �i� /_� �cT G Louis Berger 'ZONALG 520 Pike St, Ste 1005, Seattle, WA 98101 - 206.453.1043 A _ ASSMH 1000 SW 7TH ST ( I I RIM=21.32 I CL CHAN #1000 SW 7TH ST ■ I 8"PVC(N.E)=10.7 ABANDONED 8" SS Pvc(w)=10.7 ASPHALT PARKING ■ I CB RIM=20.88 IE 12"CMP(S)=" SDMH RIM=2229 ■ IE 12'CMP(SW)=1�7.{ (W-657) CL CHAN 60"CONC(E,W)=12.8 I \ v \ I N A EXISTING 12" GV_----- ---21- °E ----- ------\ -- 8"DEC --- 18F� —EX I CB RIM=21.06 FILTERRA #105- — — — ---- \ ` _I IC{-S17— E"8'CON 22'AS--- /r P{�Att / 1 4 2 18"DEC 18DEC-.—� S 5 CONIC DV� __ 12"DEC ur ^u' ? a ALK n\ ■CVU LU d W 5 0 ------ --- _ < r------------ _ - ----- -� EX 60" SD 7 ? 60" SD � LU PH P402 10+00 o D 10+50 10 11+00 11+50 SW 7TH ST j2+oo ■ w � PH26 - 12+5■ z _ - - NEW 60" SO I FROM STA 8+00 TO 12+50 5 2.5 0 5 10 HORZ. SCALE: 1 "=20' 1 "=5' VERT. SCALE: 1"=5' Scale Feet PACE AS NOTED rcscx �F/JE/RL AS -BUILT REVISIONS MSG 9/22/2018 MSG —: ABG BID SET MSG 4/18/2016 MSG REVISION BY DATE APPR ?;-- GENERAL NOTES 1. ALL STORM DRAINAGE PIPES SHALL HAVE WATERTIGHT JOINTS. 2. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE AT THE CENTER OF THE DRAINAGE STRUCTURE. 3. SEE DWG C15 FOR TYPICAL TRENCH CROSS SECTION. 4. DRAINAGE STRUCTURE AND PIPE REMOVALS ARE PAID FOR BY "REMOVAL OF STRUCTURES AND OBSTRUCTIONS". 5. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE ABANDONED AND FILLED WHERE INDICATED ON THE PLANS IN ACCORDANCE WITH SECTION 2-02.3(4) OF THE SPECIAL PROVISIONS (FOR PIPES) AND SECTION 7-05.3(2) OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR STRUCTURES. 6. CONTRACTOR IS ADVISED THAT NEW STORM IS IN CLOSE PROXIMITY TO THE EXISTING WATER AND AS SUCH SPECIAL SHORING AND PROTECTION MEASURES ARE REQUIRED. SEE SECTION 7-08.3(1)B OF THE SPECIFICATIONS. CONSTRUCTION NOTES Y 20 10 0 20 40 DANM.TOUMA, PLS# 38992,VI`YLIVI LL BY lw~ 1 "=20' Scale Feet REDLINES STAMPED ON 8/27/18 BY CITY OF DATUM RENTON Planning/Building/Public Works Dept. SW 7th ST, POWELL AVE SW TO LIND AVE SW 09/25/2018 STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 PLAN AND PROFILE, SHEET 1 OF 5 C 1 5 °F 20 pimmmmmmic GENERAL NOTES o 1. ALL STORM DRAINAGE PIPES SHALL HAVE WATERTIGHT JOINTS. 8 PVC(E. W)=14.9 / J / \ � + I w I - SSMH RIM=23.14 CB RIM=22.16 ' M ---- 8-DEC / > /. 5"COG/// t 3)3"Dec (3)a'roec I t R^ ® cL CHAN s"Pvc(NE)=1s.7 a"D�c #850SW7THST IE a"cPEP(s)=,9.3 ' 2. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE AT THE / CL CHAN 8"PVC(w)=,5.7 8'bEC i / / 0 0 / ce ASPHALT a C {� E ,z"cPEP(E>=19.o CENTER OF THE DRAINAGE STRUCTURE. n I ERR p ( .II a _ _ _ _ _ _ _ / s'roec EX FILTERRA 106 3 _ - z"cPEP w / '3 �p `n / # RR ) 0 3. SEE DWG C15 FOR TYPICAL TRENCH SECTIONS. t�-- a __ EX FILTERRA #107_ SDMH RIM=22.67 ----- ■ 2'oec - _ _ - - -� - - -Qp - - - _ - - _ - - - - - -CL CHAN - I 4. DRAINAGE STRUCTURE AND PIPE REMOVALS ARE PAID FOR BY "REMOVAL OF 15'OEC -�� IRR L ww-7�-UPP � U� UP 60"CON C(E, W)=128 sS=Fb UFo UFO -UFO F �uFo �uFo�' J uFo T ( a uP CP# 13 uP uP�- - - - - - STRUCTURES AND OBSTRUCTIONS". s s - MPTY -_ CON zl s"Dec a"DEC ssMH RIM=zzso {� ( 5. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE ABANDONED AND FILLED EMPTY �F OF ��- 3"DEC 6s3-14 ,3M ON C CONC DWY - - - - _ CL CHAN 8" EC N=, 960 25 8;DEi`- T N UFO_ -_z,- CONC(E,S)=,3.9 _ -&=,2995 e a� -- WHERE INDICATED ON THE PLANS IN ACCORDANCE WITH SECTION 2-02.3(4) OF THE -GU� 15'D C G G G (W-233201) - UFO HN 7 T ELEV>zx?� l P�,o7 c G P ,o T T uFo� uPUFO UPUFo uFA SPECIAL PROVISIONS (FOR PIPES) AND SECTION 7-05.3(2) OF THE STANDARD _ 60' SID BNSF RAILROAD H� ® N� _ _ _ _ _ _ _ _ - - - - WALK G SPECIFICATIONS AND SPECIAL PROVISIONS FOR STRUCTURES. 6 CO. EASEMENT - - - - - - - - � _ _ _ _ _ 14 G G��> 6. CONTRACTOR IS ADVISED THAT NEW STORM IS IN CLOSE PROXIMITY TO THE EXISTING U EX 60" SD 2" PIPE U � R, � 6 a � WATER AND AS SUCH SPECIAL SHORING AND PROTECTION MEASURES ARE REQUIRED. LLLILI I50 MH3 I13+oo 13+50 SW 7TH ST W 2 A w SEE SECTION 7-08.3(1)B OF THE SPECIFICATIONS. 14+50 3 13 �'---- ._ U ' H2D5? PH2D 15+00- p 15+50 1 rn CONSTRUCTION NOTES NEW 60" SD 11 MH5 PHzz MH6 ss-1A+ Ss N ss w 3 PH3o, z,� 16+50 s s�tW O EXISTING UTILITY HAS BEEN RELOCATED VERTICALLY TO REMOVE CONFLICT. NEW DEPTH cA� ' w w MH4 14+00 - 'U) SHOWN IS APPROXIMATE. CONTRACTOR TO PROTECT AND PROVIDE TEMPORARY w w w� - -za_ SUPPORT. w I RR CROSSING w w w w o 2 w - STA 13+13 ® '6 12 4 w y w n w a w a Z O CUT EX 6" SD AND PLUG EXPOSED ENDS (2 LOCATIONS). coPc Dwr u uP u uP uP coNc Dwr a 12" SID FIR r EIR uTv- 7 7 7 w _ SEE PROFILE 2 ON DWG C6j I� O STORMWATER VAULT (MH6) W/ENCASED SANITARY SEWER. SEE DETAIL 1, DWG C11. Q U P UP UP 3 CUI DWY -2.8 p - UP L UP 9 PH302 Q 4 BNSF TO REMOVE AND REINSTALL RR TRACKS AND CONCRETE PANELS FROM NORTH FO UFO -UFO- UFO -UFO 1Q AS -BUILT (AB) STORM DRAIN PIPE SLOPE & ELEVATIONS.Q-I WALK UFo UFo T uF u�o UFo I D '2 DE 2 De ocU O6"oE SIDE OF STREET TO SOUTH SIDE OF STREET. CONTRACTOR TO COORDINATE AND Q � FO uFo SUPPORT. SEE DWGS C9 AND C10. Q UNSTABLE FOUNDATION ENTIRE PIPE RUN THIS SHEET. CLAYEY SOIL IN 17 eCB RIM-2, 83 F W F uFo o WAL���B_. I 2 � I 16 5 REL G WATER LINE. SEE PLAN AND PROFILE FOR WATER ION BOTTOM 6' OF TRENCH. OVEREXCAVATED AND PLACED FABRIC, 12" OF 4"-8" E oNC( NE)= 7.o a o QUARRY SPALLS, AND FABRIC. 3 #875 SW 7TH ST 3 Q CPg14 AT STA 14+20 ON D TING 10" WATER SINGLE FEED LINE i N (n s63-,a.1aMlc 3Q AND MUST REMAIN IN SERVICE DURI TION OF NEW STORM AND WATER. N=175932.97 cE RIM=2,.96 SEE DWG C12 FOR ENCING. CONTRACT LE TO CONFIRM 33 EXIST 10-INCH WATER WAS FOUND TO BE 8" ABOVE NEW 60" STORM AND Q E=129 3 oe 8 IE 6 CONC(NW)=17.3° I EXIST BEFORE ORDERING PIPE MATERIALS. RELOCATION NOT NEEDED. �81��� �1A����tA� hA�FAA-rfflA � 1 4Q EXIST SO WAS 10". CONNECTED TO NEW 60" SO WITH 12" INSERTA TEE, PAFF X Nt, � a F-2 AI IAN8 fTjN IIN] Tj118 ������I I © PRIVATE UTILITY CROSSING. CONTRACTOR TO PROTECT AND PROVIDE TEMPORARY SUPPORT DURING CONSTRUCTION. PIPE, AND COUPLING ADAPTER. VOL, ss, P. so I G" F" 30' P�1���� 1A1 0a O7 IT IS ASSUMED THAT THE HORIZONTAL CONCRETE THRUST BLOCK AT THE EXISTING TEE 55 EXIST 4" GAS WAS FOUND ABOVE THE CONC. CASED FO. PLAN VOL. 83, P. 10 WILL BE DAMAGED DURING THE CONSTRUCTION OF THE NEW 60" SD. CONTRACTOR TO PROVIDE TEMPORARY SUPPORT DURING TRENCHING, PIPE INSTALLATION AND BACKFILL, AQ SIX PREVIOUSLY UNLOCATED CONDUITS FOUND. FOUR 4" AND TWO 2". ONE FROM STA 12+50 TO 16+90 AND THEN REPLACE BLOCKING. HAD 2" PSE POWER FOR STREET LIGTHTS. OTHERS EMPTY. CONDUITS WERE SCALE: 1"=20' 8 REMOVE 12't 0 BELOW TOP OF PIPE, BUT FLEXED UPWORD TO CLEAR NEW 60" SD. O9 REMOVE EX CB AND LATERAL SD. PLUG END OF SD TO BE ABANDONED THRUST BLOCK AT TEE MOVED DUE TO EXCAVATION FOR NEW SD. TWO 7 IN PLACE. INSTALL NEW CONCRETE INLET AND LATERAL. SAW CUT AND ECOLOGY BLOCKS PLACED TO REPLACE THRUST BLOCK. THIS WAS OK'D PER REMOVE AND REPLACE EXISTING CURB & GUTTER ONLY AS NEEDED TO WATER MAINTENANCE GEORGE STAHL. INSTALL INLET. ( ) ...: ......... :......... :......... :......... :......... :......... :......... :. .....:... 11::::::':::::::::':::::::::':::::::::':::::::::'......... ........: ::::::::: ::: . ...... ' ......... ......... ......... ........ C11 ' :::::::::: E ::::::::: E ::::::... ......... ......... :::: : 10 FOR DUAL 36" PIPE, INSTALLATION SHALL BE SIMILAR TO SECTION AT ......:..................:...................:.........:. ::I ::::::::::::.......... . ....... ....... ....... ....... I.::: O . `�' 35 STA 18+00 ON DWG C15. ALSO SEE WELDED STEEL PIPE JOINT DETAIL 35 .. .. ...... .... ....... ....... ... ....... ....... .ca .... .. ....... .... ....... ....... .. ... ..... ....... ....... ....... ....... ....... .. .. .......................:...:.° ':.........:..:...............:..:............... - ...... ...... ... 4 :... o .: ........ :... :....... ....... .......:.:.:. �......:.........:.........:........:.........:.........:..cc.....:... 3 ..:.........:...... ........:......... ...� .:�:::``:::..: ......,,�. .:. .:. .:. .:. ON DWG C8. . ... ....:........:................................. ............................ W ......... .................... .. .... W..:.........:.........:.........:.........:.... :.. :.......�.; ....... :.........:.........:..R .....:.........:.........:.. n.. .......... .........:........12.::::::::: ::::::::: .... :. .:..o.... 9':..: .... a ..:........ ....I....:.......o- .. o .............................a'................................. ...................... ......................... .. w....6 .....� .I:..: ..■....:........:.00......:.........:.............. .... ....... ....... w ...5 B... n rn.:.. ... :.... a :::::::::::::::::::::::::::::::::::::::::::::::■.... 11 2" COPPER LINE (POTHOLE 205) IN THIS AREA MAY BE A WATER LINE ..a ... .. .. ....... ...... ....... ....... ..� ro : :d.. vA.:C. '.. '' N::: . ..�....:......:� ..... ....... ....... :..� .... ....... ....... U .: W N x ..:.... ....... ....... ....... ...�.... .... a ... .... w.� . ... 13 ....... ....... BASED ON RECORD DRAWINGS. COULD NOT BE CONFIRMED. PROTECT . ... ....:....... ............:.........:.........:... .....:.........:.........:.. w ..w .:... ....:.........:........ :.........:.........:.... .. :..... �?..: ...... ..... ...::.......::.......:::.......:::..: :.. 30 :.......� :.........:. .....:.........:.........:.. a ..� .:...�.... .........:.......o .........:......... ...� ...,:. - . z ...�.u# .. a �o ..: 2....;:.........:.........:.........:.... ... 30 AND PROVIDE TEMPORARY SUPPORT DURING CONSTRUCTION. .........I .........: ..................: ........:...................:...................:...................:...................:...................:.. ... .............. ...........ln .................. .............. u].: :... ... p. ..... .............. ......... .............. ......I......... .. .. ... ...... ...... ...... .... �. ..©........J. �..^.. N ... g. . ... ...... ...... .. .. ......sr .. ....... ....... ....... ....... .. ....... .... ....... ....... .. ,n. X. .�. ... ....... .... ....... .. .. ... ,n.: .. .:..� N.= .:. .¢ . .:. .:. ..W ....... ....... ::o m .....� ,n..z. d-.... .�.. ..�:.......: ]:::....::.......::..:�: m. ....:.........:........ ¢... .... ■ o o v o N ^ o 0 4: 12 SD IN THIS AREA BASED ON RECORD DRAWINGS AND POTHOLE 206. ....... :::r .- o ..... .... ....... ....... o . .. W .... ....... :..��.".'.'. :.........:.........:..w ... ..W ....... ....... ...+N..Z..� t41 �. .�!L�N.O.�Zr.. �.. .. .. .. ..+N, t-... �..:.........:..........}�.N :I1�j� e. .. ....... ......� : ....... .fit. .ln w.W�.. r. ..: �. .}. N.M. �.¢......:.........�.........:.........:.... ... REMOVE AS NEEDED FOR INSTALLATION OF NEW PIPE. CORE DRILL NEW . ....:.... 1"J. :. .. ..:................... .. ... ........................ _ ..4 .:..._.....:.........:....... ..........:.......... W. ........ ... .... ..:........ .Lu.........:.........:.... . z ^ w ti a w o z w..= w .. = v 60" SD AND CONNECT SOUTH END TO NEW 60" SD WITH AN INSERTA ......::: .. W: ::::: �' z .. :::-- - ....:.........:...... � :......::::: :4 ': ^ �'X " ..�: " ...z: �. �:::: r^>.. z.x:.........�.........:.........:....�.M U . c� o o .. y ....... m W T w:: x ' : a - o .. o:: a.........�........................ ■ U TEE FITTING. PLUG ABANDONED SD TO NORTH. ¢ ....... ....... �.......... ...... 25 ¢ 25 _ m. ...�.........:.........m.n-.-...............:........�........ ..s..�....w...:. x. : .r.-. ............ m. �. ....:.......... ................................................,............................................................................. W. �....:... �........ a:...................:..................:...................:......... . . w ....:.... .¢.,n �. ?+�. .........�...:.'. '. .. 4 N. �..: ': :::::::::::::: :_.. z ..z .:... W ....:.........:....... o :......... :......... :.... .... ....... 1.}. a. ': �..: .... a:.........x.........:.........:.... .w . w I .... ........ :........ :.........: v a ... .:.........:......... :....... � :.........:.........:.... ....:. ...... :... ....... L .w..¢:.........w.........:.........:....I. 13 6" TO 8" CONC SD IN THIS AREA BASED ON RECORD DRAWING 3.4.8:.........:...34.$...:........:.........:.........:....... .:.........:.........:........ w _ .::_? _ ::::: ......... ..... . ............. ............_: _ ._ ......... ._ ....._: _ .....� ....... �...................... . o : .. ....... ... ....... ...... ....... - '�:= D-137007 AND N INSPECTION. REMOVE AS NEEDED FOR INSTALLATION N r.... ...... .. - . ....... ... .. .. - . -... - - -... �.� ..... �:. .:::.. ......... ......... ....... . ......... ......... ........ :........ ....... ...... ... ....... ...... ...... OF NEW PIPE. CORE DRILL NEW 60" SD AND CONNECT SOUTH END TO w ... ....... ....... ....... ....... ... .. .. ....... ...... =o, :.. ...... ... ....... ...... ....... w :. ... ... ... . :. w I... I. NEW 60" SD WITH AN INSERTA TEE FITTING. PLUG ABANDONED SD TO 20 �...::....: 3 :.. �.w 20 U.............................:................. :...................:...................:.................:...................:...................:.................:..................:...................:..................:...................:...................:.................:.............� .........:...:...:: NORTH. PROVIDE BEND AS NEEDED. ■....:...... ..:.........:........ ....... ....... ....... ... .. .. ....... ...... ....... ....... ...z ... ...... ... ....... ....... .:':Y'.� .... ....... ....... ....... .. .. ....... ...... ....... 2 :.......::.......:::... . w w 14 REPLACE SURVEY MONUMENT 1283. RECOORDINATE NORTHING EASTING .... ..... ....... .. ... # :... ... .:. 0 Z :Z AND ELEVATION PER CITY OF RENTON SURVEY CONTROL NETWORK J... .... ..... ....... ....... ....... ....... ....... ....... ....... ...... ....... ....... ... ...... ... ...... ....... ....... ... .J , _ .... ..... ....... ....... 5 : ...... .. FEDERAL GEODETIC CONTROL 1984. .... .. ....... ....... ....... ... ...... 0::......::.......::.......::... ._ . ..:... ... .:... ... .:. N :. :. 15 U :.. 70:LF:60 O:GRA©E:50:...: :::.:::.: :.......: ......... :.......: :.......: :........ ......... ......... ......... .....:::: :....... ...... ....... U 15 :. c...........:..................:...................:.. ........................................................................................................................... .. ... " .. .. .. _ ................................................................................ .:................ .............. ... n .. ... . .............:. �. ....... ....... ....... ....... ........:18......6.. .PPP.SD.5-0.089 . ...... ... ...... ..........198.LF.60 4.PPP.SD.S..0..02� .. STEEL POPE: 15 REMOVE EX CB AND LATERAL SD. PLUG END OF SD TO BE ABANDONED .:..:€:..::: ....... ....... ...... ....... .: ■....:...... .. 1 ::5= 0.011%:.......: :::.:::.: ......... ......... ......... ......... ......... ........: :..:: :.......: ::::.:::: :.......: :...: :. :...■.� IN PLACE. INSTALL NEW CONCRETE INLET AND LATERAL. SAW CUT AND REMOVE AND REPLACE EXISTING CURB & GUTTER ONLY AS NEEDED TO 5 :: .. .... ..... ......: ....... : ....... ....... ....... ....... ....... ... ....... ....... : :::: ::: .::::: ......: ....... ......: ....... ■:..::....: ... ... ....... ....... ....... ... ....... ■:..: INSTALL INLET. 10 ...■.... ........: :::.....: ........: :........ ......... ......... ........: :...:' ... ....... ....... ....... .... .... ....... ... ....... ....... ■.... 10 :. :..... :. :..... ........................................... n...:...................:...................._.L..............:...................:...................:...................:..................:.............:.::.:.:............... .............. .............. .............. .............. ... .... .. .............. ....... ....... ....... ....... ....... .. ... L ....... ....... ... ....... ....... ....... .... ..... ....... ....... ....... ....... ....... .. .. , 302A AND 302B. LOCATION OF ... ...... ....... .. POTHOLES IS APPROXIMATE. I :.. ....... ....... ....... ....... ....... ....... .. ....... ....... ... ....... ....... ....... r: ....... ....... ....... I:.. o....■....:.......... ........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:...... ......:.... ...:...... W.........:.........:.........:.........:.........:....■.... „ n :.........:.........:.........:.........:.........:.........:.........:.........:.........:...................:...... 'C a .........:.........:.........:.........:.........:.... ... 17 COREDRILL NEW 36 STEEL SD AND CONNECT NEW 8 SD. SEE PROFILE ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... 1 :.10 ... 45:LF DUAL 360 DI....: :....: n q.........:.........:.........:.........:.........:.... .. . ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... .... Q .Q ................. ... ..... ....... ....... ....... ....... 1 ON ON DWG C6. 5 I :..::.......: ......... ......... ......... ......... ......... ......... ......... ................... ......... ......... :.........:.......5=0.44y;.:...: ..... d ' 2......:::.......:::........ ......... ........:::..: I ...: 5 .:.......■........:...................:...................:...................:...................:...................:...................:...................:.......................................:...................:...................:...................:...................:...................................................... .,r...................................:.....................................................................■......... ...... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... � ;...... ....... ....... ....... ....... ........ ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ......: :.......: :........ ......... ........: :... .... ....... ....... ....... ....... ....... ....... ....... n Q ......... ..................:.........:.........::::: .. .. ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ..... z �, w.......:.........:.........:.........:.........:.... ... :..::.......::.......::.......::.......::.......::.......::.......::.......::.......::.......::.......::.......::.......::.......::.......::...............................................................I: ................................................................................................................................... p �::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ......: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ........ 13+00 14+00 15+00 16+00 PROFILE FROM STA 12+50 TO 16+90 HORZ. SCALE: 1"=20' VERT. SCALE: 1 "=5' � z � Louis Berger 1 AS-BUILT REV SET rsr 1= `• 520 Pike St, Ste 1005, Seattle, WA 98101 206.453.1043 NO. REVISION 5 2.5 0 5 10 20 10 0 20 1"=5' 1"=20' Scale Feet Scale VSPACE AS NOTED ""�°"` . ro°°„" ." JF/JE/RL �� CITY OF ASG 9/22/2018 MSG °R"w"' Aw RENTON ASG 4/18/2016 MSG "Ec l CHDATUM IF I Planning/Building/Public Works Dept. BY DATE APPR """ . -N.1 0 AS BUILT rCOMMENDED R APPROVAL 40 E)pa /Cp% Feet aY SW 7th ST, POWELL AVE SW TO LIND AVE SW 09/25/2016 STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 -: PLAN AND PROFILE, SHEET 2 OF 5 C2 6 20 5 GENERAL NOTES #850 SW 7TH ST II I rcy 182305-9270 HARPER 0 J & BESSIE MAE 1. ALL STORM DRAINAGE PIPES SHALL HAVE WATERTIGHT Cl) ASPHALT PARKING _ �, �' / BNSF RAILROAD #700 SW 7TH ST 700 SW 7TH ST JOINTS. N I CB RIM)-19.7 IE 8"CPEP(S)=19.7 663-14C8MON x II N=175950,46 I CO. EASEMENT I d ■IE 12"CPEP(w,NE)=19.5 so E=1295597.85 I ELEV-23.18 I b "OPL RC 1413 CPp 17 ■ CB RIM=22.35 ■ IE (E,WN)=' 2. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE AT THE CENTER OF THE DRAINAGE _ 12'PEC OLYMPIC PIPELINE co." 663-14.17MON ASPHALT PARKING 01-19.1 I I STRUCTURE. W • I // (W-657) N=175949.57 E=1295648.89 (W-342101) NEW 12" SD IE 12"CPEP(S)=15.5 CB RIM- 235 d � E 12"ceEP(N)=15.a _ - - - _ - - - - - ELEV.=23.24 SEE PROFILE 4 ON DWG C6- _ - ,. y cPEP(s)=,s., 3. SEE DWG C15 FOR TYPICAL TRENCH SECTIONS. 6'DEC ■\DDec - _ I ASPHALT I= o®a I ASPHALT a ® o / (W-342101) I '�N m R - -24' 4. DRAINAGE STRUCTURE AND PIPE REMOVALS ARE PAID FOR 0' v g ASPHALT v l - FO BY "REMOVAL OF STRUCTURES AND OBSTRUCTIONS". C 4 • I F- =o- uFo _% u UFO _ coN D EMPTY SECTION CORNER #773 B NC DWY P CONC WAL uFo ° uF PH709 _ l CONC WALK _ UP_ _ - - 2, 5. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL W G 15'DEC N 15'DEC 15"DEC PH 08 JIF PH113 ZJ� �i CONC D 6"DEC �-� T w BE ABANDONED AND FILLED WHERE INDICATED ON THE w = L _ - - - - - 2, _ _ 8 PH111 = PLANS IN ACCORDANCE WITH SECTION 2-02.3(4) OF THE cn I - - - - - _ w 4 3 - - - - - 1 - - - - se'�a _ _ _ _ C64 2 - - - - - - - - - - -EX 60" SD U) SPECIAL PROVISIONS (FOR PIPES) AND SECTION 7-05.3(2) OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS _ _ _ w 6 I _ - _ _ h w 17+oo-s= W 7TH ST ----- - ----- w ; 17+50 MH755 18+ o- 3 $ 18+58 s 19+00s 19+50 - FOR STRUCTURES. Y PH2D . 20+00- 20+50 '3 21 0-ss-� z z _ NEW 60" SO - 6. CONTRACTOR IS ADVISED THAT NEW STORM IS IN CLOSE 4 NEW 60' SD ■ 5 U PROXIMITY TO THE EXISTING WATER AND AS SUCH SPECIAL -PH400 3 SHORING AND PROTECTION MEASURES ARE REQUIRED. SEE Q------ -2.7 O7 DUAL 36" STEEL SO -,Z,- w w z 6 5 -37 5 -2.3 KPH Q 1. SECTION 7-08.3(1)B OF THE SPECIFICATIONS. - 8 ------------- _- g 'NEW 12" SO ----„-_�- _ _------: - - W `-, 12"DE DWY. SEE PROFILE 3 ON DWG C6 6"'' ' CONSTRUCTION NOTES �oP up ovo u c upAUREL c uv ' up up _CB3 ° u" bB " H& DWl_ H& - O EXISTING 12"HIGH PRESSURE GAS IN 16"STEEL CASING. oFu oFu uFo uFo Fo o of UFO UFO UFO o UFO 0 1Q AS -BUILT (AB) STORM DRAIN PIPE SLOPE & ELEVATIONS. USE EXTREME CAUTION DUE TO SAFETY HAZARD. I 663-1a16MON N=175902.40 2 ss#-1ia.lsMON N=nssol.o9 SSMH RIM=23.56 CPg12 SB#3 663-14.12RC Q Q UNSTABLE FOUNDATION ENTIRE PIPE RUN THIS SHEET. CLAYEY SOIL IN CONRACTOR SHALL AVOID ANY PHYSICAL CONTACT WITH CASING. CONTRACTOR SHALL NOT PROVIDE TEMPORARY ■ • 1 E=1295582.45 ELEV.=23.39 E=12ss632.87 ELEV-23.55 a cHAN a"coNc E,w -1a.s ( )- N=175898.52 RIM: 22.63 E=1295690.76 IE: 20.0 BOTTOM 6' OF TRENCH. OVEREXCAVATED AND PLACED FABRIC, 12" OF SUPPORT FOR CASING. PER OLYMPIC PIPELINE CASING DOES NOT NEED TO BE SUPPORTED FOR 10- TO 12 - I ELEV-23.33 4"-8" QUARRY SPALLS, AND FABRIC. FT TRENCH EXCAVATION WIDTH. IF TEMPORARY SUPPORT F-2AF LI �D��� �t�����`�T11A L RR CROSSING O #705 SW 7TH ST IS NEEDED, OLYMPIC PIPELINE WILL PROVIDE. OLYMPIC PAAX NTJ I � STA 18+20 3 BETWEEN APPROXIMATELY MH8 AND MH11 PIPE WAS NOT INSTALLED AT EAROUND EGAS SPIPELINE. ESCONT CONSTANT SLOPE BETWEEN MANHOLES (SOME VARIABILITY). FUTURE TIMESINDURING WORK CTLL PLAN POTHOLING MAY BE NEEDED TO CONFIRM ACTUAL DEPTH OF PIPE KIRK PRESTON AT 206-786-1703 TO OBSERVE WORK AT IN-BETWEEN STRUCTURES. LEAST 5 DAYS AHEAD OF TIME. DEPTH OF GAS LINE FROM STA 16+90 TO 21+30 ESTIMATED BY POTHOLE, SEE PH2O ON DWG C7. SCALE: 1'=20' 4 EXISTING 10" WATER ANGLED UP FROM TEE AT ABOUT 45 DEGREES, THEN ANGLED AT 45 DEGREES TO HORIZONTAL SO THAT IT WAS APPROXIMATELY O2 PROTECT EXISTING SANITARY SEWER DURING 10" ABOVE NEW 60" SD. EXISTING WATER INCLUDED SHACKLES. CONSTRUCTION. 5 THE EXISTING 10" WATER WAS FOUND TO BE LOCATED TO THE WEST OF 3 BNSF TO REMOVE AND REINSTALL RR TRACKS AND 1 THE 1 INCH IRRIGATION LINE. �Z W:::::::::::::::::::::::::::::::::::::..a......:.........:.........:.........:.........:.........:.........:.. W..................................................................... CONCRETE PANELS FROM NORTH SIDE OF STREET TO ........ ' ' " " " " ' ' " " " " ' ' ........ ' ' " " " " ' ' " 6Q NO SECTION CORNER EXISTED PRIOR TO PROJECT AND WAS THEREFORE SOUTH SIDE OF STREET. CONSTRACTOR TO COORDINATE 35■....:.........:.........:.........:...... .........,...........................................................................................................:...................:...............:................................................................................................. n :........:::........ ..:::::.. .....::::::: ...... ......... ......... ........:: ...... ....... .. ........... .............. .............. NOT REPLACED WITH WITNESS MONUMENTS 35 AND SUPPORT. SEE DWGS C9 AND C10. . .......:.........:.........:.............. ....... ....... ....... .. .. ....... ....... :■ rn .........:.........:.... ....... e.: ....... ....... :. ....... ....... ....... ::�:: ' " .. �..:. :: at::::::::::::' :: :: ...::2::...:::.................:......... �::.; .................. &:.:........:::.....:. ..... ....... ....... 4 ..... ....... ....... ....... ....... ..... ....... ....... ....... 5 ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ..... .. .. ® PROTECT AND TEMPORARILY SUPPORT WATER SERVICE ■. ...: :........ ......... .. .. ....... ....... ........: :..�.. � ......... ........ ....... ....... ...<..:. d.. .:en .......:...... .co..: �..... ...: ..,.,. .... ...... " :' ..... �.. .. ... ....... ......:� ...... ....... ....... ....... ........ ....... ....... ....... ....... ....... 6: '..... •. 9 5:. •... ....... ....::: ....... ...... .. .. DURING CONSTRUCTION. .. .. ....... ....... 30 . ....:.........:........ . ....... :'M': id ....... :. m:. v:::.:4.:.: :.......: . . . . . . . . . . . .. ¢ . c,.. :..� d W. . : . ";.. ... .... ... ... . .(0 O M' .CO. . . . . . : . ...:o:: ....... .......�, ....w .: :........ ........r . . . .Q.':': ': ':':':':':':'. . .': ':':':':':':':':� ........ ....... ....... ....... :. ........ ..... ....... ....... ...................:...................:...................:...................:.................:.:.:..... ....... ....... ....... ....... ....... ....... ....... :: :�:: ...... .. .. ` ....... ....... .. :. ti .......: :..: .. ������ ������ � : ':': 'C4] :':':':':':':':': ': ':': ': ': ....... ....... ....... 30 O PROTECT EXISTING WATER SERVICE DURING CONSTRUCTION. ,o.....:.........:.... m ,.c j �. �' ,� ti •-sv � � � � .. .. ....... ..... ...... .. ....... � � � = v1, co:..... T � u� uj �,p" .... ��' � � : � .... ....... ..... � - ....... ....... ....... ....... ,.... � Y [ . ....... ....... ....... ..... .. .. - NOTE THAT THIS IS A SINGLE FEED LINE AND SERVICE .. .. ....... ...... '`' ....... .+.. tti ^:. .. ....... .: 1., ate.. .:. �' ...:......... - -..N:. :.:2v-.. .... .pp +..�........:..... .00._.I�. ......:..... ....... ..... U ..:. .:. ....................... ... ....... ....... ....... ....... '�' '�' '�' z ....... ....... ....... :: o . ..... .. .. U d ... LN .. MUST BE MAINTAINED DURING CONSTRUCTION THREE .. ....... .... cv.....:.........:.......W.:......... .(�■......................V-............ ....... �.W .. ..... ..... ..... z o . �.....:........ m .�.� - ........ ..... .. X :... .. W .Z ._:.. W' ... o -........:.....U...: ... ....... ..... �.. .:.........:........� ......... :......... ....... ....... ....... ....... ........ ....... ....... ....... . ....... ....... ....... - ...... .. O � .. � �...... ■.v ....... ....... ....... ..: �.......:....■.(, LOCATIONS). 25 .:.':.....:.:...................:................ �.�.� z . x....: :.....:: :.. ......................................:......w .......... ..............lK........... d V K L,,.W......:.....x , , .. ......:... ........ .:............ ..:.........:........x ..... ............................w.................................................................................................................. ....... ........ x - < �....... ...... ....................... ... ......... .... o ... . 25 w ........................:.........:...... ......... ......... 46.06 ................:.........:...................:......... 34.8 .........:.........:.........:.........:.........:.........:............... .............:.... . w 6 PRIVATE UTILITY CROSSING. CONTRACTOR TO PROTECT AN D w....:.........:.........:................ .............: 1......... ......... _ .� . �. ...._ _ ._ .. ......... .... ..:: :..:::..: ................... .........:..... :..: :.......: - :-::: ....................................................... : -.- -..-. - - .-..--.- :........ .... ..:.... .w ..-. - - ..... ....... - - -.. - :. PROVIDE TEMPORARY SUPPORT DURING CONSTRUCTION. N ... . ..:. ... ... .... .:. ................... ........: ......... ........:T........ .....�:..:..� ........�:........ ..... ... :LLI I ...: :.......: ......... 20 w■.............:.........:.........:.... ......... .... :. .. .. ....... .. .. .. .. ....... .... ....... ..... ....... ....... ....... ....... ....... ....... ....... ....... I w ■.w 20 7 FOR DUAL 36" STEEL PIPE INSTALLATION SEE SECTION AT g ..............................................................................................................:...................:..................:...................................................................................................................:...................:...................:...................:...................:...................:...................:......... l :.........:........:.........:.........:.........:.... .... .........:...... ..:........ ....... ....... . ...... ■. STA 18+00 ON DWG C15. ALSO SEE WELDED STEEL PIPE o w ....... ::::::: :: ::::::: :: ::::::: :...... ......: ......: ...... ......: ......: ......: : :w JOINT DETAIL 5 ON DWG C8. N z . J .. ....... ....... .:..::.......::.......::.......::..: _....:.........:.........:.........:.... ..... ::::::: ....... .. ....... ....... :. ..:: ......... ........: �::::: .... :..h.... N ... ........: :..: ... .. .. ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ... .... ....... z ....... ....... ....... ....... ....... ..:l.J .. ....... ....... ....... ................... _ 6 8 8 REPLACE SECTION CORNER #773 WITH TWO WITNESS - o 15 c) ... :...................:...................:...................:..................:...................:...................:...................:.....................................:...................:...................:...................:...................:.............. I....:.........:.........:.........:.... :. ....:.........:...„.....:.........:.... .... ....................................................................................' :. :. :. :. .... ....... ....... ....... V 60 4 PPP SD 5=0.04% ....... ....... ....... ... < 1 "' 3 !:Q 15 MONUMENTS, 0 FEET EAST AND WEST OF CORNER. 0 ....:.........:.........:.........:.... ■....:................................. ....: 81:LF:DUAL.36:0:GRADE:50.STEELPIPE: .. S=-0.03%:......... ......... .... .............:.........:.........:.........:.........:.........:.........:......... :::: ......... ... .. .. ■.� 9 INSTALL NEW TYPE 1 CB AND LATERAL. POTHOLE TO .... ....... ..... ....... ....... ....... ....... ....... ....... ...... CONFIRM NO CONFLICTS PRIOR TO ORDERING CB. SAWCUT M■ ■:..: :.......: :........ 10....:.........:.........:.........:.........:..... ........: :..:.....:'1 ..... ....... :.........:.........:...................:.........:. ....... ..... ..... n ....... ....... ....... :.........:.........:.........:.........:.........:.........:.........:.........:.........:....■.... ....... ....... ....... ....... ■:..: 10 AND REMOVE AND REPLACE EXISTING CURB AND GUTTER ....................................................................................:...................:..................:.. .......... .............. .. ....... ....... ....... ....... ....... ....... ....... ....... ....... ONLY AS NEEDED TO INSTALL CB 2 LOCATIONS. :I:.. ■... ■... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... I:.. ....... ....... ....... ....... ■... ....... ....... ....... ....... ....... ..■... - o, - 5 ..................................:.........:.........:.........:.........:................... I ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::I:::: :......... :......... :......... ................... :......... :........ ....... ....... ....... ....... ................... ,... 5 ■....:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:......... ......... ......... ......... ......... ......... ....■.... p :::::: ::::: p AS BUILT 17+00 18+00 19+00 20+00 21+00 PROFILE F ROMMENDED APPROVAL FROM STA 16+90 TO 21+30 HORZ. SCALE: 1"=20' 5 2.5 0 5 10 20 10 0 20 401 "=5' 1"=20' VERT. SCALE: 1"=5' Scale Feet Scale Feet Ev S. CIS Q�oF rvasy7�c��y r . "10NE PACE AS 5 AS NOTED �Id CITY OF SW 7th ST, POWELL AVE SW TO LIND AVE SW os/2s/2o1e Louis Berger 1 RENTON STORM SYSTEM IMPROVEMENT PROJECT PHASE 2 ;�°` AS -BUILT REVISIONS MSG 9/22/2018 MSG """"' ABG ��op Rai ��' BID SET MSG 4/18/2016 MSG „c° � �� C3 FSstorvn E��` p�N �� „„°.. Planning/Building/Public Works Dept. PLAN AND PROFILE, SHEET 3 OF 5 4I18/16 520 Pike St, Ste 1005, Seattle, WA 96101 206.453.1043 NO. REVISION BY DATE APPR nsc 7 �. 20 5 GENERAL NOTES 0 n 1O #600 SW 7TH ST - M ASPHALT PARKING SDMH RIM=22.68 I BTM 12"DI(N,S)=17.2 SDMH RIM=22.84 N CB RIM=22.00 IE 6"CON C(N)=17.2 IE 12"CONC(N)=16.4 ■ IE 6"CONC(SW,E)=19.7 IE 18•'CONC(S)=13.6t CO IE 60'•CON C(E, W)=13.1 IASPHALT IE 60"CON C(E, W)=13.1 CO,)`ONC • �N6 ---- - ---- ------ ' _ 48"C( C:NC DWY uP up WALK PH113 \ - PH111 urn- >, CONC WALK - U w 2 w 6 -- m: U) 1+ PH9 w 1 --- 1 vw) ' 8 • YJ_-- - ASPHALT CONC D ' � u SW 7TH ST 22+50 23+00 NEW 60" SD 308 NEW 12" SD, SEE PROFILE 6 ON DWG C6 #600 SW 7TH ST TL# 182305-9254 NEPTUNE INVESTMENT LLC - 600 SW 7TH ST \ \ 6"CON 12"CON II \ --------24 ---------------.--24(NO PAINT) _ 1__1 ASPHALT CONC WALK -/ PH114 CONC WALK T FO uvo uro uPo - UFO uro uro I - c c pH1 12 W T LONG UWY 10 C68 _____----- ( so" sD 11 5 SEE PROFILE 7 ON DWG CIS7 23+50 MH11 24+00 24+50 8 RR CROSSING �� PH17 25+QQ STA, 25+63 25+50 MH12 1. ALL STORM DRAINAGE PIPES SHALL HAVE WATERTIGHT JOINTS. i 2. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE AT THE CENTER OF THE DRAINAGE STRUCTURE. I ■ ■ 3. SEE DWG C15 FOR TYPICAL TRENCH SECTIONS. i 4. DRAINAGE STRUCTURE AND PIPE REMOVALS ARE PAID FOR BY "REMOVAL OF STRUCTURES AND OBSTRUCTIONS". _ ■ 5. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE ABANDONED AND U.) FILLED WHERE INDICATED ON THE PLANS IN ACCORDANCE WITH SECTION - U 2-02.3(4) OF THE SPECIAL PROVISIONS (FOR PIPES) AND SECTION 7-05.3(2) I 1_ OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR STRUCTURES. •w ' N 6. CONTRACTOR IS ADVISED THAT NEW STORM IS IN CLOSE PROXIMITY TO THE I w EXISTING WATER AND AS SUCH SPECIAL SHORING AND PROTECTION MEASURES L ARE REQUIRED. SEE SECTION 7-08.3(1)B OF THE SPECIFICATIONS. w CONSTRUCTION NOTES z ■ 0EXISTING UTILITY HAS BEEN RELOCATED VERTICALLY TO REMOVE HCONFLICT. NEW DEPTH SHOWN IS APPROXIMATE. CONTRACTOR TO ■ Q PROTECT AND PROVIDE TEMPORARY SUPPORT. P 07 14'bEC V14"DEC 1'4' EC V1 g"OEC -UP v 8" C ur 6 D C UP JP V' "P . uv ro 8 uro uro 8 c oP- O REMOVE EX 6" SD AS NEEDED. PLUG REMAINING EX 6° SD. (TWO E s'coNc(Nw)K s 3 U� tiss --UFO-,- CONC urBPo a Gro 6ro - LOCATIONS ° o Q AS -BUILT AB STORM DRAIN PIPE SLOPE & ELEVATIONS. ) ■ CB RIM=2227 1 ( ) II 6"CONC(NE)=19.5 W CB RIM-22.22 �,'o QFOUR DARK GRAY POWER CONDUITS FOUND ABANDONED IN APPROXIMATE O STORMWATER VAULT WITH ENCASED SANITARY SEWER. CONNECT TO 30' ¢ 30' E 8"DI(E) 16.2 �F soBaA'�� e IN] p p p p e 2 LOCATION SHOWN. APPROX 1EXISTING 13"LF OFSID R108" SDUAND PLUG PTH. SEE IPE TO NORTH. IL 2 ON DWG C11. REMOVE `� OL CHAN 8"CONC(9,W)=15.4 O?��:'Sd E 8AA� I11NdI8T TJN �NNJU8-fF1IA� ■ C i NEW 12" SD 6;00 e #601 SW 7TH ST 33 THRUST BLOCK REMOVED FOR NEW SD TRENCH. NEW THRUST BLOCK POURED ' LLJ11 SEE PROFILE 5 ON DWG C6 PAFI � J\ ]T1 FOR TEE WITH EDGE TIED TO MH9 VAULT FOR SUPPORT. LOCATION OF TEE IS ®BNSF TO REMOVE AND REINSTALL RAILROAD TRACKS AND CONCRETE I Z VOL. 83, P. to CLOSER TO VAULT THAN SHOWN. PANELS FROM NORTH SIDE OF STREET TO SOUTH SIDE OF STREET. L1J CONTRACTOR TO COORDINATE AND SUPPORT. SEE DWGS C9 AND C10. ■ I 4Q PER CONTRACTOR, GRANULAR LAYER WAS LOCATED UNDER MH10 WITH APPROX. 1' GROUNDWATER. CONTRACTOR OVEREXCAVATED AND PLACED QUARRY SPALLS. O PROTECT EXISTING WATER SERVICE DURING CONSTRUCTION. NOTE THAT PLAN THIS IS A SINGLE FEED LINE AND SERVICE MUST BE MAINTAINED FROM STA 21+30 TO 25+70 55 CONCRETE ENCASED CENTURYLINK LINE. CONCRETE CASING BROKE AND DURING CONSTRUCTION. SCALE: 1"=20' COLLAPSED WHILE BEING SUPPORTED BY CONTRACTOR (9-29-16). IT CONTAINED 3"PLASTIC PIPE WHICH WAS LEFT IN PLACE WITHOUT CONCRETE ENCASEMENT. ©PRIVATE UTILITY CROSSING. CONTRACTOR TO PROTECT AND PROVIDE TEMPORARY SUPPORT DURING CONSTRUCTION. 2 Q ONLY ONE 4"WATER FOUND OFF TEE. OTHER 4"WATER NOT FOUND AND DOES NOT EXIST. O SEE PROFILE B ON DWG C8 FOR APPROXIMATE RELOCATION C11:.:: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ......... ......... .......... : DIMENSIONS. CONTRACTOR SHALL PROTECT 2" NIPPLES ON BOTH SIDES 7 7 PAINTED LOCATE MARKS SHOWED CONDUIT 4' TO 6' EAST OF RAILROAD CONC OF TRENCH. ............................. .......... :.........:.........:.. .....:.......... :......... :......... :......... :......... :......... :......... :......... :......... :............ ..........:.........:.........:. . v1 • • • • •' PANEL HOWEVER POTHOLING WAS COMPLETED AND NO UTILITY CROSSING FOUND. :.........:.........:. .. ..............:.........:.........:.........:.........:.........,.........,.........,.........,.........:.. I . ....:.........:.........:... .. :.........:.........:.. w .:.�....... .1: ............:.........:.........:.........:.........:.........: ........ :.........:.........:......... ....'..... ......... ......... ......... ......... REMOVE EXISTING CB. INSTALL NEW TYPE 1 CB AND LATERAL SD. 35 35 8 ............................:.. .............:..... ..............................:...................:...................:...................:...................:.................. ...... .............. `.....:...... .6 ...2 0 ° .......:. ......:.........:.........:.........:.........:.........:.........6........rL........':'':.......':''........'.:.........:...... ... ':.':'':......... .1.1.... WHERE REQUIRED, REMOVE EXISTING SD NEEDED TO INSTALL NEW SD :. :. :. B....:.........:.........:.........:.........:.........:.... ....: :::....-.........:.........:.......:::.........:. :.........:.........:... ...:................... W U _ a.........:.........:.........:..........Q AND PLUG END AT SD TO BE ABANDONED. SAW CUT AND REMOVE AND I...........�.. o ..... ..� �... �...... CB ......... ......... ......... ......... . ........ ......... ......... .........:.........,......... ......... ... ,... ......... ... z.... REPLACE EXISTING CURB AND GUTTER ONLY AS NEEDED TO INSTALL CB . . .■. S/.1 .....:. .lY N.0 : .... :.........:.........:.........:.....................-... .� ^....:....-....................................... .......................... ........ J... ■::::::::::::�::::5 ::::=' cza:::?'..... 2:.:::::::::::::::::::::::::::::::::::::. ......... :::::::::::°n°:: a1: w ::: :::�::::::::::......... ........::::::::::::: 5 ::::::::::::::::::::::::::::: �:::: 2 LOCATIONS). �. . a ..... �. s........:.. N.....:......... ......... ......... ......... ......... .�.. _.. ¢ ... Z......... ......... ......... ......... .� ....5 :.........:.........:..-. �... . ........:...... .... ........ .. ....... ...... .... ..................................................... ..... .-................................................ ... N ^.........:......... 30 ¢...:..�............. u�,:..�..........w......¢.......:............................................................................................... ....o w ... ......... ............o.=...........................?.... 30 o.... 3'w �.... v'. 1 o rr �.... ..:o.a ...... ... .... .;6.... rn a c� . ........:.........:... .. ... o.. .....................:.........:.........:.........:........ .. ... ..._............................. ...... .......:......... .. .................... ■ � ..:.........:.................. "ry w N n n ..... ................... ......... a .... 6 N REPLACE SURVEY MONUMENT 754 IN PLACE. IF NOT POSSIBLE TO .. 9 N W N .¢ . rq o � . w w t u7 n � � I r n � � .... ... �. � � J � o CONSTRUCT IN ORIGINAL LOCATION, PLACE WITNESS MONUMENT 5 FEET . .....K .:. W W.... :a�0 N:{vi L9.N ....� .............................................. .R .. N } + NORTH OF EXISTING MONUMENT ON SENECA AVE CENTERLINE. N...�. .Q. .ems: NW �. .�.. M.. .... z .... in .� t`J........ ..O ....... ....... ....... ....... ...... T.M.J ..Z .= M. .N........ ....... ....... ....... .. ...... ..... .. ....... •.. J'ep �.....a �... .� .g .N.W �.CJ ..�N.W .(V. .:... �... .Q. .S .^.. .�..lf') H U .. ... 2.N W. ...� .w N.... ....... ....... ....... ....... ....... W .t� .¢...� ....... ....... ....... ....... :.w ....... ..... ..mQ �._ W.........� ......0 25 ..... ...... :..:::... .. �. ....... .......x ;......... ......... ......... ........: :.......:m:�:� ..... . m �.�.:.......:::.......:::.......:::.......::... :': ....... ... vao _ .........�...x.. 25 INSTALL NEW TYPE 1 CB AND LATERAL. POTHOLE TO CONFIRM NO F...........:........................................� ..........4?..........x. ...x..................................................................................................... .. .. ,,...x....-Q. n �.. u......................................................................... ... .............. .......................H 10 w ..... ...... ......... m . �.W w.W..... w w .............:.........:.........:.........:........ a.N.� .. w ........ .........:.........:.................':'':..'::'::::'':.......':'':.....':: ::.: ..:34 8':...':':':::....w O CONFLICTS PRIOR TO ORDERING CB. SAW CUT AND REMOVE AND w L ........................ ¢.n �._ _._....................................................................... ..................................................._ ._ ._..-.- :... _ _ w •..... ......... ............. .....:...... ..:. ......:.........:......-:-._.._....._.T._._ ..-.-..-.-.-.....=.-:-......:.........:.........: _ ......-.....- ......:.....- .-... . - .......-.........-.............................................. .:........:...........................:.........:.........:.........:.........: = G CURB AND GUTTER ONLY AS NEEDED TO INSTALL CB N ..............:.........:.........:... .....:........:.........:.........:.........:.........:.........:....... .: ........:........:...........................:.........:.........:.........: ....... N .........:.........:.........:. .... ..:........:.........:.........:.........:.........:.........:....... .: ........:........:.........:.........:.........:.........:.........:.........: ....... LOCATIONS). w..............:.........:.........:..... ...:....... :::w �..... ......... ......... .........:..... ...:..... . 2.........:.........:.........:.........:.........:....... (2 NS). 5 ... ....... w .... ...... ....... ....... ....... ....... ....... ....... ....... ....... ....... :::w 20 20 ■ .........:.:.:.............:.'.:.:...........:.:.:..............:.:..::.....:..:...:.:.::.:.'..:.........:.:............. cn APPROXIMATE LOCATION AND DEPTH SHOWN FOR VERIZON CONDUIT. :. :..:. ...... ...............:.........:.........:.........:......... ...... ..... ..... ....... 11 CONTRACTOR SHALL POTHOLE THIS LINE BEFORE CONSTRUCTION AND w o.....:.......... w . REPORT RESULTS TO ENGINEER. CONTRACTOR SHALL COORDINATE Z ... ....... ...... .... ....... ....... ....... ....... ....... ....... ....... ... .. ....... ....... ....... ....... ....... ....... ....... ....... ......Z ...... :: :.......: :.......: ........: :........ :........ ......... ......... ....... .. ....... ....... ....... ....... ....... ....... ....... ......J POTHOLE WITH BNSF AND NOTIFY AFFECTED BNSF CUSTOMERS AS :. ... ..:. .:. .:. x■.................::::::. . ......................................................................................:.........:.........:.........:.........:.........:.........:.........:.........:.........:. .... ". ....... _ .....:.........:........ .......:.........:.........:.........:.........: .. ....... ....... :.70.LF. 60.$.......= EL 15 U ..... ......... ........ ..... .. ......... ......... ......... .....464:LF 60 0 PPP SD S=0.06%.... ....:....... .:......... ......... .........;.155 LF fi0"0 PPP SD S=0.04%:::' :.......: :.......: :::.. U 15 PI GRkDF.:S'O..STEEL.... PE.... �.....:.........:........ : ....p..:.........:.........:.........:.........:.........:.........:... :':':': FULMER AT 206-409-1260 AT LEAST 5 WORKING DAYS BEFORE pQ ...... ......... ........ a............................................................. 1 ....... 5-0.05%::. Q ■..... .................. ::::U..:...................:.........:.........:.........:.........:.. ... .. .. POTHOLING. IN CASE OF CONFLICT, CONTRACTOR SHALL COORDINATE ....... ............... ADDED ... ... ... .:. .:. .:. . ..... ..... " " " ...... RELOCATION OF THE LINE WITH VERIZON AND BNSF. SHOULD ADD s .. ......... ......... ......... ......... ......... ......... ......... ....... .:: :: .... .: ...... ......: ......: ......: ......: ....... ....... DEPTH EXCAVATION OR SHORING BE REQUIRED, THIS SHALL BE ....... ... ... Q ■.....:.........:........ ....... ....... ....... ....... ....... ....... ....... ....... ....... 10 10 COVERED UNDER THE VERIZON RELOCATION FORCE ACCOUNT BID ITEM. .......................................... .............. ...... ........ .............. .............. .............. � ........ ......... ......... ......... ......... ......... ......... ..... ....... .. 23 LF:DUAL 36 0 PPP ....... ....... ....... ....... ....... ....... ....... ....... ANY DELAYS IN CONTRACTOR'S OPERATIONS FOR THIS WORK SHALL BE �::..: :.......: ........... ........ 4 .: ....... 12::: ........: :.......: :.......: :.......: :........ ......... ........: :.......: ■................. "' INCIDENTAL. ONLY CONTRACTOR'S WORK NEEDED FOR THE RELOCATION 3 SO S 0.05fi% °....... ......... ......... ......... ......... ......... ......... ......... ..................:.........:.........:.........:.........:.........:.........:.........:.........:.........:......... IS INCLUDED IN VERIZON RELOCATION FORCE ACCOUNT BID ITEM. .. ....... ...... - .�: .. ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... a 5 W. ....: :.......: :.......: :.......:::.......: :.......: :.......: :.......: ........: :.......::':.......: ........: :.......: :.......: ........: :.......: :........ ......... ......... ........: 5 s ,.....:.........:.........:.u5.....:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:........':'':.......'. ........':'':.......':' 12 FOR CATION SHALL BE SIMILAR TO SECTION AT R DUAL 36 PIPE, INSTAL ......:.........:.........: ......... :......... :......... :......... :......... :......... :......... :......... :......... :......... :......... :......... :......... :......... :......... :......... :......... . ........:.........:....... .W a.w..:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:...................:.........:......... STA 18+00 ON DWG C15. . ........:.........:.........z c�._.....:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:...................:......... I ..... ......... ..................:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:..................:.........:.........:......... ....■..... ......... .................. :......... :.........:.........:......... :......... :......... :......... :......... :......... :......... :......... :......... :......... :.........:.........:......... :.......... ......... v .......... ......... ......... .................. :......... ......... ......... ......... ......... ......... ......... ......... ......... :......... :......... :......... :......... ......... :......... :......... :......... :......... 0::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: p AS -BUILT 22+00 23+00 24+00 25+00 PROFILE FECOMMENDED R APPROVAL FROM STA 21+30 TO 25+70 5 2.5 0 5 10 20 10 0 20 40 4L 1HORZ. SCALE: 1"=20' 1"=5' 1 "=20' VERT. SCALE: 1"=5' Scale Feet Scale Feet SGjp . wAI PAGE �E. NOTED "° � �"�'"�s°' p CITY OF SW 7th ST, POWELL AVE SW TO LIND AVE SW 09/25/2018 - . JF/JE/RL STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 Louis Berger ' DATUM N. AS -BUILT REVISIONS MSG 9/22/2018 MSG "" ABG RENTON F R 15 wq �E BID SET MSG 4/18/2016 MSG "�"°04 e11 INC. sSroNa tee` °� �E °"ate, Planning/Building/Public Works Dept. PLAN AND PROFILE, SHEET 4 OF 5 .- 4/18/1 520 Pike St, Ste 1005, Seattle, WA 98101 206.453.1043 N0. REVISION BY DATE APPR�.15c 8 °F 20 ,0m 'mmV©lINA GENERAL NOTES 0 LO m M 1` N a 40 35 30 25 20 15 10 ! III BNSF RAILROAD CO EASEMENT ZiaPOSSIBLE ABANDONED WATER SERVICE (W-534) CB RIM=22.71 i ( #550 SW 7TH ST PER SW 7TH ST AS -BUILT D-295913 PUGAP TL# 182305-9251 IE 6"CONC(S)=19.8 IF 6"CONC(SE)=19.7 ET SOUND ELECTRIL 550 SW 7TH ST IE 8"CONC(E)=19.6 'BURIED FIBER OPTIC" EX FILTERRA #108 2 SDMH RIM=23.17 IE 8"PVC(N)=18.1 IE 12"PVcZNE��n.7 V I ASPHALT PARKING ASPHALT PARKING 4 IE 6"CONC(S)=17.4 "=13.4 TN IF 6000NC E \ ( ) /ASPHALT 4•• �2a i IE 21"CMP(S)=13.6f \ 1•_ I Ty-- -2s fie® _ - Ei 5 - 5 w W P 4"DEC 6 w 24 UFO T UFO - UF - - -UFO emu• - OF UFO _ - -FO O o--------2+- -_--------- _� O UFO UFO i ---- 7 Up w 'o p P W c? CO�C DWY c > �----- � --, - -----PH115.-ne c E E- T aPH115 CO P 4 STW ILU WY E t N� Z --------� EX 60" SD - -- 05 8 --- -- �I I I SW 7TH ST > 17 > 10 " 2 8 " Q 26+00 26+50 327+00 27+50 �828+00 8 28+ SSMH2 H1 NEW 60" SD- - I PH14 MH13 8 9 4 1 11 PH11CH13 05 PH3 3 12 0 9 OO I�w w w -3.z �2.. > w jPH N 2" 61 1 6 O h TL# 182305-9252 ICM 500 LLC 440 SW 7TH ST #500 SW 7TH ST EX FILTERRA SPHALT PA ING#110 \ SDMH RIM-23.11 { \) BTM=13.8 p O_ CONC WALK - za----� - -c I 2" STW IP T - -23- h 54" SD 1. ALL STORM DRAINAGE PIPES SHALL HAVE WATERTIGHT JOINTS. 2. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE AT THE CENTER OF THE DRAINAGE STRUCTURE. 3. SEE DWG C15 FOR TYPICAL TRENCH SECTIONS. 4. DRAINAGE STRUCTURE AND PIPE REMOVALS ARE PAID FOR BY "REMOVAL OF STRUCTURES AND OBSTRUCTIONS" 5. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE ABANDONED AND FILLED WHERE INDICATED ON THE PLANS IN ACCORDANCE WITH SECTION 2-02.3(4) OF THE SPECIAL PROVISIONS (FOR PIPES) AND SECTION 7-05.3(2) OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR STRUCTURES. 6. CONTRACTOR IS ADVISED THAT NEW STORM IS IN CLOSE PROXIMITY TO THE EXISTING WATER AND AS SUCH SPECIAL SHORING AND PROTECTION MEASURES ARE REQUIRED. SEE SECTION 7-08.3(1)8 OF THE SPECIFICATIONS. 7. NIGHT WORK CONSTRUCTION IS REQUIRED AT THE LIND AVENUE SW INTERSECTION. SEE SECTION 1-08 OF THE SPECIAL PROVISIONS. ----k CONSTRUCTION NOTES ONOTEIr17 FOR APPROXIMATE NEEWCLOCATIOND ABANDONED. SEE CONSTRUCTION SW 7TH ST W 0 REMOVE 10't OF 21" SD PLUG AND ABANDON NORTH END WITH CONCRETE -------- t - 14 - o L(al n 1Q AS -BUILT (AB) STORM DRAIN PIPE SLOPE & ELEVATIONS. DWY. \ O ------ Up 3 (3)CONTRACTOR TO REMOVE EX SS MANHOLE DURING CONSTRUCTION AND PROVIDE uFo uro IE 6"CON (NE)-z1.z Up UFO Up UFo SDMH RIM TEMPORARY PIPING. AFTER THE INSTALLATION OF THE NEW 60" SD, CONTRACTOR TO INSTALL NEW SHALLOW SANITARY MANHOLE PER CITY STD PLAN 400.2. QNEW 12" ISOLATION VALVE LOCATION ADJUSTED TO BETTER LOCATION TO ALLOW OF T \ =3.67 BTM=13.8 RECONNECT TO NORTH AND SOUTH BY INSTALLING NEW 8" PVC SEWER AND DEADMAN BLOCKING. APPROXIMATE LOCATION SHOWN. #501 SW 7TH ST y a FIGRIM=22.eo - COUPLINGS. SEE PROFILE A ON DWG C8. ADDED NEW 12" ISOLATION VALVE INSTALLED ALONG SOUTH SIDE OF SW 7TH STREET 1 16 EXISTING MONITORING WELL CL CH 85coHc(Ns)=19 z cP io n - W s tF s� L IE 12"CPEP(NE)=20.0 P ® COREDRILL AND CONNECT NEW DUAL 36" DIA SD TO EXISTING STORMWATER 3 Q ON 12" WATER AT APPROXIMATELY STATION 30+25 NOT SHOWN ON DRAWING ( ) 15 6N,1 110za P s' o e" " o2 0 ce RIM=22.86 VAULT. CONTRACTOR TO COMPLETE A VAULT INSPECTION AND CONFIRM EXACT . Q r� B• s IF 6"CON C(W)=21.0 INVERT ELEVATION AND DIMENSION OF EXISTING KNOCKOUT. FOR REFERENCE, EX FILTERRA #109=1zs6673.65 0 �s AVAILABLE AS -BUILT DRAWING OF THE VAULT IS PROVIDED IN THE PROJECT 4 TWO 6" CLAY SEWER SERVICES FOUND CONNECTED TO EXIST SEWER MH. SERVICES EL V.=22.67 #707 LIND AVE SW Z2.78 Z SPECIFICATIONS. CONNECTED TO NEW SEWER MH. LOCATION OF SERVICES APPROXIMATE. s"coNc o s30' _I WATER. TON TSEEPIPE. SEE REMOVERELOCATIONEPROFILEIAT L �OWATER Q EMPTY ELECTRICAL CONDUIT DAMAGED AND REPAIRED BY CONTRACTOR. PLAN STA 28+522" DWG C12. ALSO CONSTRUCTION NOTE 7, THIS DWG. 6 CENTURYLINK CONIC CASING DAMAGED AND REPAIRED BY CONTRACTOR. FROM STA 25+70 TO 29+70 SCALE: 1"=20' © NOTE THAT POTHOLE LOCATION (PH11 & PH13 - POWER) VARIES FROM PAINTED LOCATION. CONTRACTOR TO FIELD VERIFY. 12" WATER WAS REPLACED. PIPE LAID STRAIGTH, THRUST BLOCKS AND ELBOWS NOT 7 O7 INSTALL NEW 12" GATE VALVE FOR ISOLATION. SEE WATER RELOCATION NEEDED. CDF USED BELOW 12". RECONNECTED THE 2" BYPASS. PROFILE AT STA 28+52 ON DWG C12. 8 WATER SERVICE NOT FOUND. DOES NOT EXIST. 8 PRIVATE UTILITY CROSSING. CONTRACTOR TO PROTECT AND PROVIDE 0 TEMPORARY SUPPORT DURING CONSTRUCTION. DUAL SERVICE WAS REPLACED WITH TWO INDIVIDUAL SERVICES AND NEW VALVES :.:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:....... ..:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:....... "' ....... ....... ....... ....... ....... ....... ....... "' "' "' "' "' "' ....... ....... ....... ...... ...... ....... ....... "' 9 PROTECT EXISTING WATER SERVICE DURING CONSTRUCTION. NOTE THAT 0 ADDED AT MAIN BY CITY WATER. .... ..... ... ....... ....... .......40 THIS IS A SINGLE FEED LINE AND SERVICE MUST BE MAINTAINED DURING NEW STORM DRAIN SIZE NOT GIVEN INSTALLED TO CONNECT TO NEW MH14. ......: ......: ......: ......: ::::::: 1:3::::::::: ::::::::: ::....... ......... ......... o ........ ........ ....... ::::::: CONSTRUCTION. THIS WATER HAS NOT BEEN POTHOLED. 0 CORE DRILLED AT MH FOR CONNECTION. ....... ....... ....... ....... 8.. :.......::.......::.......::.......::.......::.... ....... ....... ....... ....... ...... ....... ....... ......:'w ....... ....... ..... ....... ....... 10 REMOVE APPROX 15 LF EX 6" CONIC SD TO INSTALL NEW 60" SD. ......: ......: ......: ::::::: ::::::: 1:7.a ......: .... ......: ;;;;;; ;;;;;� 5';';;;;;; ;;;;;;; ;;;;;;; RECONNECT WITH NEW 6" CONIC OR 6" CPEP AND COUPLINGS. 11 MONITORING WELL DECOMMISSIONED DEC. 5, 2018. ....... ....... N :........ a ©........................ ....... :.........:........:::.......:::......:::.c ....... ....... ...... :..... ....... LJ x.............0 ........:....... .. .............:. ....... ....... n .:.........:......... ......r........................................ 35 11 REMOVE 10'+ OF 8" SD AND PLUG NORTH END. COREDRILL NEW 60" ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... �...z '::a:::o w ...... ....... 8.:5 :.. .:::z .... �...: z :::: .... d... 6 :...a. ........ SD AND CONNECT SOUTH END TO NEW 60" SD WITH AN INSERTA TEE �.. ......... ......... ......... ......... ......... ......... ......... ......... ......... ::11 :: :::: ::::::::: :::: :::::�: x:::. c� ¢ ::::::: ::::::: FITTING. .........:.... ,....:........ .........:.... ....:........ r.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:...�...m P........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.......a o . rN a.... w .�......: 90 ....;...... ....�....... ..:.... ...;..I. .....0 3 ::.. z N .... .. Y ....... .:.........:......... ....... ....... ':......... 12 CONNECT EX 21" SO TO NEW STRUCTURE. O ....... .. .........:.... ...... ...:........ ....... ....... ....... ....... ... .:............ . a g.:.........:.........:.........:.........:.........:.. m o x....:.........:.........:............... ....... ....... ....... ....... ....... a.. ° ..-- - N .... (.J ... .......... .. ..a.©: ..:.... R • .(n .vi ...... :a °d': s� ^ .....c� ... 8:...m....n.....�.... �,....... F- :....co. .. ........: (p...........:........ . 30 13 POSSIBLE ABANDONED WATER LINE BASED ON AS -BUILT DRAWINGS. IF " . �. ............:.........:.........:.........:.........:...�...- l 8 ..w. O U [(J . . EY ....... . z O U �,,.� N . H N -k . W , o LL o' LrU W .0 U, !-- r, .� .:... FOUND AND IN CONFLICT WITH NEW 60 SD, COORDINATE REMOVAL WITH . ...... .. �....:.......� ....+'O �W ... .Ul. ...... ....... ~ ::::::: ::::::: ::::::: ::::::: ::::::: ....... ....... ....... ....... ....... ..�4�Xw O `i w...'C1 U�TNLW r .� m.�0 '�.:�(n o N ..... . .+ . 1 ENGINEER. ........ c N....:.......� �.... ...... .........:.........:.... T......... ......... .... ...:.........:.........:.........:.........:.........:..... ...... ... 4 ... ... w ........... : n. w :.. m .:.. w x w x ..x w: > m: .. :.: :.......: :.......: 2514 PER RECORD DRAWINGS, THERE IS A 2" WATER BYPASS CONNECTING TO ................................... 'Z...34.8 :.. .......... .. m a ............................ - _ .. 4 ...... W..........:................ ¢ n o ..:..................:..........�.ti.: w w � .m. ,,.... .............. ........ 7 12 WATER. CONTRACTOR TO CONFIRM BYPASS CONFIGURATION AND .....a n a............................................................................................................. . �5....... ............. .................. .. .. ...... .....................:...:'....:' . - LOCATION OF CONNECTION TO 12" WATER BY EXPOSING 12" WATER. v- V .................:...................:.........:.................................................:..... ....:.........:......... .........:......... ......... ......... �. _._ ......... ......... ......... ......... ......... .... :_ ...... . ..... �. .....:.... -..-. - :-........ ......... .. ... ....... - ..... .. ...- - ..... - . CONTRACTOR TO REMOVE 2" WATER BYPASS DURING 12" WATER .......... . r............. w , ...........................................................................................................................:.... .... ......... .........:......... :......... ......... ......... ......... .........:.........:.........:.........:.........:.........:.........:.........:.........:.... ......... ......... ......... ......... ......... ......... .... ..:...................:.........: .. .. ................... ...................... .........: .......: ... .. .:........:.........:.........:......... .. .....:.. ... ..... .. :... ... . .....:........: :.......: RELOCATION. THE 2' VALVE MAY REMAIN. CITY TO INSPECT 2 VALVE :. w ................................................................................................................................. ................. ....................................:.........:.........:.........:.........:.........:.... .. ............:.................... ................... .........: ..... ..... .. ........ ........... :... .... .....:.........:......... ......................... 20 WHILE EXPOSED AND MAY DECIDE TO LEAVE THE VALVE IN PLACE AND ...................:.. _ .......:..................:..................:...................:...................:...................:...................:...................:...................:...................:...................:...................:...................:.................:...............:...................:.................:.............. "':.':":...':'':.......':'':.......:' CAP IT, OR REMOVE VALVE AND CAP AT MAIN. ..... • w , ......... ................................................................................................................................. ..........::::........:.........:.........:.........:.........:.........:.........:.........:.........:.........:......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... .... .. .. ......... ....::: ......... .. ...... .. ::.........:..: :: ...... .::: ... 15 REPLACE SURVEY MONUMENT #761. , ....:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.... .........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.... .... ......... ......... ......... ......... ......... ......... ......... . ... ....:SD ......... ......... ......... ....:.........:.........:..... .... :......... :......... :..... .........:.........:.....: . ...... ...... ... :.:fX:54°O:STD:RM:: 16 DECOMMISSION MONITORING I WELL IN ACCORDANCE WITH SPECIAL 1 w .' z ..................... ....:.........:.........:.........:.........:.........:.........:.........:.........:................ ::::::::::::::::........:.........:.........:.........:.........:.........:.........:....................::::.....:.... .....:..................:...................:...................:...................:...................:.......................................................................... _ .. ...........................................:.........:......:.: 300 LF 80.0 PPP SD .. 6.13% .:...................:................. 1:.........:........':'':.......':'':.......':'':.......':'':...:.:..' ... .. ":'. DI PIPE $A0: 9d%:: ::: :...::... AfN..(.gE.HINlI}. :... 15 PROVISIONS SECTION 2-02.3. 17 AP P OX NEW LOCATION. CONTRACTOR TO FIELD VERIFY R L 0 L .........:. 2 ...... . U ....:......::::........ ....:.........:........::.......:::.......:::.......:::.......:::.......:::.......:::.......:::.......:::....... ....... ....... ....... ....... ....... ....... ... ....... ...... 18 FOR DUAL 36" PIPE, INSTALLATION SHALL BE SIMILAR TO SECTION AT ....... ....... ....... ....... ....... ....... ....... Q ...... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... 1 �::. :'' " :':; STA 18+00 ON DWG C15. ALSO SEE WELDED STEEL PIPE JOINT DETAIL .......:. ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... 1s 10ON DWG C8 ......:...................:...................:...................:...................:...................:...................:...................:...................:...................:...................:...................:...................:...................:...................:...................:...................:...................:...................:................... . ................................................................................................................................................................. ...................:.......:.......:.................................................................................................................. 26+00 27+00 28+00 29+00 30+00 PROFILE FROM STA 25+70 TO 29+70 HORZ. SCALE: 1"=20' VERT. SCALE: 1 "=5' VCT G Louis Berger 1 AS-BUILT BD SEA 'ZONALG 520 Pike St, Ste 1005, Seattle, WA 98101 - 206.453.1043 N0. REVISION 5 2.5 0 5 10 20 10 0 20 1 "=5' 1 "=20' Scale Feet Scale BCE F:AS NOTED '�""` ro'"'ss' rc JF/JE/RL � �� CITY OF ASG 9/22/2018 MSG ABG RENTON ASG 4/18/2016 MSG I DATUM zFo'N Planning/Buildin&ublic Works Dept. BY DATE APPIR " R°'R"` 5 AS BUILT rCOMMENDED R APPROVAL 40 4L / 1 Feet Rv SW 7th ST, POWELL AVE SW TO LIND AVE SW 09/25/2018 STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 ,.EB00N PLAN AND PROFILE, SHEET 5 OF 5 C5 9 oF: 20 D- 3 5 7 0 5 3 STRUCTURE SCHEDULE o^ to M NO. CENTER OF STRUCTURE STRUCTURE TYPE, DETAIL REFERENCE FRAME & LID/GRATE TYPE, DETAIL REFERENCE NOTES NORTHING EASTING STATION / OFFSET N MH1 175950.97 1294753.52 9+62.26 0.78' RT MANHOLE TYPE 3 - 120" DIAMETER, SEE WSDOT STD PLAN B-15.60-01 CIRCULAR FRAME (RING) AND COVER, SEE CITY OF RENTON STD PLAN 204.50 SPECIAL KNOCKOUT REQUIRED. SEE DETAIL 4 ON DWG C8. a MH2 175950.19 1294777.15 9+85.90 0.84' RT MANHOLE TYPE 3 - 120" DIAMETER, SEE WSDOT STD PLAN B-15.60-01 CIRCULAR FRAME (RING) AND COVER, SEE CITY OF RENTON STD PLAN 204.50 SPECIAL KNOCKOUT REQUIRED. SEE DETAIL 4 ON DWG C8. MH3 175940.56 1295069.46 12+78.34 1.65 RT MANHOLE TYPE 3 - 96" DIAMETER, SEE WSDOT STD PLAN B-15.60-01 CIRCULAR FRAME (RING) AND COVER, SEE CITY OF RENTON STD PLAN 204.50 MH4 175937.65 1295138.97 1 13+47.91 2.48 RT MANHOLE TYPE 3 - 96" DIAMETER, SEE WSDOT STD PLAN B-15.60-01 CIRCULAR FRAME (RING) AND COVER, SEE CITY OF RENTON STD PLAN 204.50 MH5 175929.98 1295321.43 15+30.54 4.71' RT MANHOLE TYPE 3 - 96" DIAMETER, SEE WSDOT STD PLAN B-15.60-01 CIRCULAR FRAME (RING) AND COVER, SEE CITY OF RENTON STD PLAN 204.50 SPECIAL KNOCKOUT REQUIRED. SEE DETAIL 3 ON DWG C8. MH6 175928.07 1295366.91 15+76.03 5.18 RT 8'-0" L X 8'-6" W X 9'-0" H STORMWATER VAULT TWO 36" CIRCULAR FRAMES (RINGS) AND COVERS SOLID COVERS TO MEET H-20 LOADING MH7 175923.63 1295565.22 17+74.39 3.65 RT MANHOLE TYPE 3 - 96" DIAMETER, SEE WSDOT STD PLAN B-15.60-01 CIRCULAR FRAME (RING) AND COVER, SEE CITY OF RENTON STD PLAN 204.50 SPECIAL KNOCKOUT REQUIRED. SEE DETAIL 3 ON DWG C8. MH8 175921.73 1295645.94 18+55.07 3.59 RT MANHOLE TYPE 3 - 96" DIAMETER, SEE WSDOT STD PLAN B-15.60-01 CIRCULAR FRAME (RING) AND COVER, SEE CITY OF RENTON STD PLAN 204.50 SPECIAL KNOCKOUT REQUIRED. SEE DETAIL 3 ON DWG C8. MH9 175915.20 1295976.74 21+86.04 5.25 RT 15'-6" L X 8'-6" W X 9'-0" H STORMWATER VAULT TWO 36" CIRCULAR FRAMES (RINGS) AND COVERS SOLID COVERS TO MEET H-20 LOADING MH10 175914.50 1296142.62 23+51.83 3.55' RT MANHOLE TYPE 3 - 120" DIAMETER, SEE WSDOT STD PLAN B-15.60-01 CIRCULAR FRAME (RING) AND COVER, SEE CITY OF RENTON STD PLAN 204.50 SPECIAL KNOCKOUT REQUIRED. SEE DETAIL 4 ON DWG C8. MH11 175914.40 1296164.62 23+73.83 3.34' RT MANHOLE TYPE 3 - 120" DIAMETER, SEE WSDOT STD PLAN B-15.60-01 CIRCULAR FRAME (RING) AND COVER, SEE CITY OF RENTON STD PLAN 204.50 SPECIAL KNOCKOUT REQUIRED. SEE DETAIL 4 ON DWG C8. MH12 175913.74 1296319.17 25+28.32 1.73 RT MANHOLE TYPE 3 - 96" DIAMETER, SEE WSDOT STD PLAN B-15.60-01 CIRCULAR FRAME (RING) AND COVER, SEE CITY OF RENTON STD PLAN 204.50 MH13 175913.45 1296388.73 25+97.9 1.01 RT MANHOLE TYPE 3 - 96" DIAMETER, SEE WSDOT STD PLAN B-15.60-01 CIRCULAR FRAME (RING) AND COVER, SEE CITY OF RENTON STD PLAN 204.50 MH14 175911.30 1296688.31 28+97.49 1.22 LT MANHOLE TYPE 3 - 96" DIAMETER, SEE WSDOT STD PLAN B-15.60-01 CIRCULAR FRAME (RING) AND COVER, SEE CITY OF RENTON STD PLAN 204.50 SPECIAL KNOCKOUT REQUIRED. SEE DETAIL 3 ON DWG C8. SSMH1 175922.71 1294780.79 9+90.33 28.20 RT SHALLOW SANITARY MANHOLE, SEE CITY OF RENTON STD PLAN 400.2 CIRCULAR FRAME AND COVER, SEE CITY OF RENTON STD PLAN 401 SSMH2 175918.66 1296677.52 28+86.59 8.42 LT SHALLOW SANITARY MANHOLE, SEE CITY OF RENTON STD PLAN 400.2 CIRCULAR FRAME AND COVER, SEE CITY OF RENTON STD PLAN 401 C131 175905.78 1295349.07 15+58.87 28.00 RT CONCRETE INLET, SEE CITY OF RENTON STD PLAN 200.30 RECTANGULAR VANED GRATE, SEE CITY OF RENTON STD PLAN 204.20 C82 175909.26 1295403.12 1 16+12.94 27.89 RT CONCRETE INLET, SEE CITY OF RENTON STD PLAN 200.30 RECTANGULAR VANED GRATE, SEE CITY OF RENTON STD PLAN 204.20 CB3 175900.89 1295340.41 19+49.84 23.06 RT CATCH BASIN TYPE 1, SEE CITY OF RENTON STD PLAN 200.00 RECTANGULAR VANED GRATE, SEE CITY OF RENTON STD PLAN 204.20 C64 175946.71 1295756.24 19+65.00 22.99 LT CATCH BASIN TYPE 1, SEE CITY OF RENTON STD PLAN 200.00 RECTANGULAR VANED GRATE, SEE CITY OF RENTON STD PLAN 204.20 CB5 175890.90 1295956.59 21+66.14 29.88 RT CATCH BASIN TYPE 1, SEE CITY OF RENTON STD PLAN 200.00 RECTANGULAR VANED GRATE, SEE CITY OF RENTON STD PLAN 204.20 175891.09 1296007.21 22+16.75 28.95 RT CATCH BASIN TYPE 1, SEE CITY OF RENTON STD PLAN 200.00 RECTANGULAR VANED GRATE, SEE CITY OF RENTON STD PLAN 204.20 E 175894.50 1296167.27 23+76.80 23.21 RT CATCH BASIN TYPE 1, SEE CITY OF RENTON STD PLAN 200.00 RECTANGULAR VANED GRATE, SEE CITY OF RENTON STD PLAN 204.20 175940.77 1 1296163.97 1 23+72.77 23.02 LT CATCH BASIN TYPE 1, SEE CITY OF RENTON STD PLAN 200.00 RECTANGULAR VANED GRATE, SEE CITY OF RENTON STD PLAN 204.20 J H Z 4C 3` 3C 2` 2C m 5 O J -H p W � (1 m N o w EXISTING GROUND 8°6 a°8 PSE CO I D. BANK �EL 3 CO D. BANK 20 LF t8" CPEP 13.80t 10 0 S=16.0 t -0+20 4C 35 3C 2r 2C 15 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 PROFILE - C61 1 LATERAL PIPE - STA 15+60 C2 SCALE: 1"=10' U 5 4 z m 01 X m X Z N 7F D COND. BA K 0 0 0 S=1.3 %f EL 16.72f 2 7.5 LF 12 CPEP -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 PROFILE - CB5 5 LATERAL PIPE - STA 21+67 C4 SCALE: 1"=10' �4� Louis Berger 520 Pike St, Ste 1005, Seattle, WA 98101 206.453.1043 ■9��►'W�-1����J��■ 0+40 0+50 4C 35 3C 25 2C 15 PROFILE - C62 2 LATERAL PIPE - STA 16+12 C2 SCALE: 1"=10' 4C 3` 3C 2` 2C 0 -0+ U Y 5 m z m N 3 3 GROUND X m X N Z PH 9 7 COND. BA K H 307 EL 1 .59f 2 5 LF 12" PEP -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 PROFILE - CB6 6 LATERAL PIPE - STA 22+16 C4 SCALE: 1"=10' REVISION I BY I DATE I APPR ABG a.e. v 0+00 0+10 0+20 0+30 0+40 0+50 PROFILE - C133 3 LATERAL PIPE - STA 19+50 C3 SCALE: 1"=10' 4C 3` 3C 2` 2C w GENERAL NOTES 1. ALL TYPE 3 MANHOLES TO BE CHANNELIZED PER THE STD PLAN EXCEPT WHERE NOTED OTHERWISE. SEE DETAIL 2 ON DWG C8. 2. DEPTH OF WATER MAIN SHOWN ON PROFILES IS APPROXIMATE AND WAS ESTIMATED USING THE NEAREST VALVE NUT DEPTH PROVIDED IN THE SURVEY. CONTRACTOR TO PROTECT AND PROVIDE TEMPORARY SUPPORT DURING CONSTRUCTION. 3. ALL REPLACEMENT CB'S SHALL HAVE THEIR GRATE ELEVATIONS TO MATCH EXISTING GRADE. CONSTRUCTION NOTES (DCORE EXISTING 60" SD AND CONNECT NEW 12" SD USING AN INSERTA TEE CONNECTION. O2 CORE NEW 60" SO AND CONNECT NEW 12" SO USING AN INSERTA TEE CONNECTION. O3 APPROXIMATE DEPTH SHOWN BASED ON PH 302A. ® LOCATE AND ORIENT BEND SO THAT INSERTA TEE CONNECTION IS LINED UP TO BE PERPENDICULAR TO 60" SD. OS WHEN SEPARATION IS LESS THAN 6" USE ETHAFOAM PAD PER 7-08.3(2)K. © APPROXIMATE DEPTH SHOWN BASED ON PH 108. NOTE UP MAY ALSO BE IN SAME TRENCH. O7 APPROXIMATE DEPTH SHOWN BASED ON PH 307. ® APPROXIMATE DEPTH SHOWN BASED ON PH 309. O9 APPROXIMATE DEPTH SHOWN BASED ON PH 112. 10 COREDRILL NEW 36" STEEL PIPE AND CONNECT NEW 8" WITH INSERTA TEE CONNECTION. m I N a � N � N N m J EXISTING GROUND 4" GAS 6 1 E 16.5f 6 F 12" CPEP S=38.77 51 -0+10 0+00 0+10 0+20 0+30 0+40 PROFILE - CB4 4 LATERAL PIPE - STA 19+65 C3 SCALE: 1"=10' U 5 U w w w � x v -i m n �ff� O w cq U m N O ND U W X m W X X m POSSIBLE F N 4" GAS 9 14.1 L 12" CPEP N 7 LF 12" CPEP 47 6% -0+20 AS NOTE 6.36t - ° AS -BUILT -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 RECOMMENDED FOR APPROVAL PROFILE - CB7, CB8 7 10 5 0 10 20 By �at,;,f 4/s-1 LATERAL PIPE - STA 23+73 C4 1"=10' Scale Feet BY SCALE: 1"=10' D "°M s� s° SW 7th ST, POWELL AVE SW TO LIND AVE SW o9/25/2018 �� CITY OF STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 RENTON ., DATUM "� NOC6 "EIT IN"a., PlanningBuilding Public works Dept. STRUCTURE SCHEDULE AND LATERAL PIPES PROFILES -1, V 10 ":20 EXISTING UTILITY DATA o r'- 1O M POTHOLE # TYPE OF UTILITY MATERIAL SIZE OF UTILITY GROUND EL MEASUREMENT TO TOP OF UTILITY MEASUREMENT TO BOTTOM OF UTILITY DISTANCE FROM FOG LINE/CENTER LINE/CURB NOTES r` 11 POWER PVC 4"+2" 23.70 36" 42" 23' / 0" / 24' LOCATED ® CENTER OF 7TH ST. & LIND AVE INTERSECTION a 12 GAS IRON 4" 23.71 44" 48" 23' / 0" / 24' LOCATED @ CENTER OF 7TH ST. & LIND AVE INTERSECTION d 13 POWER STEEL 6" 23.58 40" 46" 23' / 0" / 24' LOCATED ® CENTER OF 7TH ST. & LIND AVE INTERSECTION 14 FIBER CONCRETE CASED 2'x3' 23.59 8" 43" 23' / 0" / 24' LOCATED ® CENTER OF 7TH ST. & LIND AVE INTERSECTION 15 GAS IRON 2" 23.95 34" 36" 23' / 0" / 24' LOCATED ® CENTER OF 7TH ST. 16 POWER STEEL 2" 23.94 54" 56" 23' / 0" / 24' LOCATED ® CENTER OF 7TH ST. 17 FIBER CONCRETE CASED 2'x 2' 23.48 50" 74" 23' / 0" / 24' LOCATED @ CENTER OF 7TH ST. 18' POWER PVC 2"x 4" 23.31 53" 65" 22' / 0" / 23' LOCATED ® CENTER OF 7TH ST. 19' FIBER CONCRETE CASED 12"x 9" 23.08 39" 48" 22' / 0" / 23' LOCATED @ CENTER OF 7TH ST. 20 HIGH PRESSURE GAS STEEL CASING SEE NOTES 23.34 45" 61" 22' / 0" / 23' LOCATED ® CENTER OF 7TH ST. "OPL", SIZE OF GAS IS 12" INSIDE 16" STL CASING 21' POWER PVC 2.5" 22.97 62" 63" 22' / 0" / 23' LOCATED ® CENTER OF 7TH ST. 22 GAS IRON 2.5" 22.82 40" 42.5" 23' / 0" / 24' LOCATED ® CENTER OF 7TH ST. 23 FIBER CONCRETE CASED 2'x 2' 22.81 60" 84" 23' / 0" / 24' LOCATED @ CENTER OF 7TH ST. 24 GAS IRON 2.5" 22.66 50" 53" 22' / 0" / 23' LOCATED ® CENTER OF 7TH ST. 25 FIBER CONDUIT MULTIPLE 2" 2" 21.95 38" 46" 22' / 0" / 23' LOCATED ® CENTER OF 7TH ST. 26 FIBER N/A N/A 21.96 N/A N/A 22' / 0" / 23' TRENCHED UNDERGROUND 7' DEEP 6' LONG - DID NOT FIND, *FIBER RUN IS TOGETHER WITH FIBER ® POTHOLE 25 PER CITY INSPECTOR* 27 WATER IRON 12" 21.96 35" 47" 22' / 0" / 23' LOCATED ® CENTER OF 7TH ST. 28 GAS IRON 2.5" 22.01 32" 35" 23' / 0" / 24' LOCATED ® CENTER OF 7TH ST. 29 FIBER CONCRETE CASED 2'x2' 22.01 49" 73" 23' / 0" / 24 LOCATED ® CENTER OF 7TH ST. 30' POWER PVC 4" 21.96 47" 51" 20' / 3' / 21' LOCATED IN WESTBOUND LEFT LANE 31 POWER PVC 2" 21.93 20" 22" 20' / 3' / 21' LOCATED IN WESTBOUND LEFT LANE 104 UFO DUCT BANK N/A NOT SURVEYED N/A N/A N/A DUG 10' DEEP x 4' WIDE ON LOCATED MARKS ON SURFACE. DID NOT FIND UTILITY. 105 GAS PE 4" NOT SURVEYED 40" 44" N/A 5" FROM EDGE OF CURB SOUTH OF PIPE, 104" FROM SIDEWALK EDGE NORTH OF PIPE. 105 PHONE/SPRINKLER PVC 1", 4.75" NOT SURVEYED 16", 11" 17", 11.75" N/A 5" FROM EDGE OF CURB SOUTH OF PIPE, 104" FROM SIDEWALK EDGE NORTH OF PIPE. 106 GAS STEEL 4" NOT SURVEYED 35" 39" N/A 242" FROM TREE NORTH OF PIPE, 21" FROM CURB EDGE SOUTH OF PIPE. 107 UFO CDF DUCT BANK N/A NOT SURVEYED 12" TO TOP OF BANK 48 TO BOTTOM OF BANK N/A N/A 242" FROM TREE NORTH OF PIPE, 21" FROM CURB EDGE SOUTH OF PIPE. 108 GAS PE 4" NOT SURVEYED 38" 42" N/A 83" FROM EDGE OF SIDEWALK NORTH OF PIPE, 24" FROM PIPE TO CURB EDGE SOUTH OF PIPE. 109 UFO CDF DUCT BANK N/A NOT SURVEYED 7"09" WIDE 46" N/A 80" FROM CURB SOUTH TO DUCT BANK EDGE, 66" FROM OUTSIDE EDGE OF SIDEWALK NORTH OF DUCT BANK 110 COMCAST TV N/A N/A NOT SURVEYED N/A N/A N/A DUG 12' DEEP x 4' WIDE ON LOCATED MARKS ON SURFACE. DID NOT FIND UTILITY. ill GAS PE 4" NOT SURVEYED 34" 38" N/A 158" FROM EDGE OF SIDEWALK NORTH OF PIPE, 26" FROM EDGE OF CURB SOUTH OF PIPE. 112 GAS PE 4" NOT SURVEYED 38" 42" N/A 23" FROM PIPE TO CURB SOUTH OF PIPE, 86" FROM PIPE TO SIDEWALK EDGE NORTH OF PIPE. 113 UFO N/A N/A NOT SURVEYED 29"x38" WIDE 41" BANK N/A 69" FROM EDGE OF DUCT BANK TO SIDEWALK EDGE NORTH OF BANK, 78" FROM EDGE OF DUCT BANK TO CURB SOUTH OF BANK 114 UFO CDF DUCT BANK N/A NOT SURVEYED 24"x38" WIDE 55" N/A 16" FROM SIDE OF BANK TO SIDEWALK NORTH OF DUCT BANK, 70" FROM EDGE OF BANK TO CURB SOUTH OF DUCT BANK. 115 GAS STEEL 4" NOT SURVEYED 34" 38" N/A 25" FROM EDGE OF CURB SOUTH OF HOLE TO CENTER OF PIPE, 79" FROM CRISSWALK BUTTON POLE NORTH OF HOLE. 116 FIBER BANK CONCRETE DUCT BANK N/A NOT SURVEYED 51" 74" TO BOTTOM OF BANK N/A 239" FROM STORM DRAIN LID EDGE EAST OF BANK EDGE. 202 COMCAST TV PVC 4" NOT SURVEYED 37" 41" N/A / 4'11" / 18' 204 - COPPER 2" NOT SURVEYED 37" 40" N/A / 4' / 20' 205 - COPPER 2" NOT SURVEYED 45" 47" N/A / 4' / 20' 206 STORM CONCRETE 8"-10" NOT SURVEYED 77" 87" N/A / 4' / 20' 207' GAS STEEL 2" NOT SURVEYED 58" 60" N/A / 2' / 22' 29'6" EAST OF SEWER MH 301 WATER DIP 10" 22.71 49" 62" N/A AS-BUILTS INDICATE 10" DIA PIPE. CONTRACTOR TO FIELD VERIFY 302A FO/TV CONCRETE DUCT BANK 22.04t 24" 42" N/A 52" GAP BETWEEN FO/TV AND PSE POWER 302E PSE POWER CONCRETE DUCT BANK 22.04 30" 48" N/A 303 COMCAST CONCRETE DUCT BANK 23.30 11" 20" N/A / 6" / 18'6" 304 WATER DIP 12" 23.57 4'9" 5'7" N/A / 6'8" / 17' DIAMETER NOT CONFIRMED. CONTRACTOR TO POTHOLE BEFORE ORDERING PIPE MATERIALS. 305' FO/TV PVC (2) 2" 23.56 7' 7'4" N/A / 6'8" / 17' COMCAST 306 GAS IF 3" 22.40 28" 31" N/A / N/A / 58"t 307 POWER METAL CONDUIT BANK 22.44 55" 72" N/A / 32' / N/A ALL POWER GROUPED INTO ONE DUCT BANK. 5 PIPES. 308 POWER METAL CONDUIT BANK 22.48 42" 46" N/A GROUPED ALL POWER TOGETHER, 6 PIPES VISIBLE. 309 FO/TV PVC 4" 22.52 58" 62" N/A / 285" / 118" 400 - CONCRETE CASED 12"x5" 23.34 42" 47" N/A / N/A / 19'9" 57'7" EAST OF RR CROSSING, 19'9" FROM FACE OF CURB SOUTH OF HOLE (POTHOLE INFO PROVIDED BY CENTURYLINK PH #2) 401 - CONCRETE CASED 18"x8" 23.45 44" 52" N/A / N/A / 20'6" 20'6" FROM FACE OF CURB S OF HOLE, 61' FROM FIRE HYDRANT (POTHOLE INFO PROVIDED BY CENTURYLINK PH #3) 402 - CONCRETE CASED 18"x8" 23.87 1 50" 1 58" 1 N/A / N/A / 20'6" 20'6" FROM FACE OF CURB S OF HOLE, 12' FROM WATER VALVE (POTHOLE INFO PROVIDED BY CENTURYLINK PH #6) 403 FO/TV PVC 0'-2" NOT SURVEYED 1 38" 1 40" 1 N/A / N/A / 199" 256" FROM WEST RAIL, 199" FROM SOUTH CURB ' THIS UTILITY WAS RELOCATED AFTER POTHOLING. WHERE INFORMATION WAS AVAILABLE, APPROXIMATE NEW LOCATION IS SHOWN. CONTRACTOR TO VERIFY NEW LOCATION WITH UTILITIES PRIOR TO WORK IN AREA. WHERE UTILITY IS ABOVE NEW STORM, CONTRACTOR TO PROTECT AND PROVIDE TEMPORARY SUPPORT. Louis Berger �I TCRV���aFE4 o. 'ZONALG 520 Pike St, Ste 1005, Seattle, WA 98101 - 206.453.1043 PACE AS NOTED rc 1`/JE/RL 1 AS -BUILT REVISIONS MSG 9/22/2016W -- ABG BID SET MSG 4/18/2016 DATUM NO. REVISION BY DATE � �`"" ""°"°'"°" AS -BUILT RECOMMENDED FOR APPROVAL BY E)aa BY CITY OF SW 7th ST, POWELL AVE SW TO LIND AVE SW 09/25/2018 RENTON STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 PSE°°°" Planning/Building/Public Works Dept. EXISTING UTILITY DATA N°C7 11 °F. 20 ,0m mmmm CONSTRUCTION NOTES 0 LO M M r` N (L i o 8.0' F� 2" SW 7�-Sal POWELL AVE SW TO LID AVE SW STOf01 SYSTEM IPROvow MUCT >X FUNDED IRY CITY OF RENTO&,SIJRFACk WATER UTILITY I I - PROJEdT MANAGER: 0,4 AND CONTACT INFO) , , - I CONSTRUICTION'C,DNTRACT AMOUNT:(awarded aift \ CONTRACWR;,(fiame & contact info) SCHEDUII.'(month/year to month/year) 1.0' 4'XW 1/2" EXTERIOR PLYWOOD r 3 (SMOOTH BOTH SIDES, ABX) DIAGONAL BRACE DF STD & 7 BTR, TYP DF S o a 4"X4"X14' VERTICAL POSTS TREATED, TYP DETAIL 1 PROJECT SIGN C1 SCALE: NTS MANHOLE RING LADDER, TYP AND COVER TOP SLAB � a' I coIm* d o � d 2% TYP 27 CV y 1 CHANNEL AND SHELF DETAIL 2 CHANNELIZED MANHOLE - SCALE: 1/2"=l'-O" NOTES 1. PAINTING. THE FACE AND EDGES OF THE 1/2 INCH PLYWOOD SIGN BOARD SHALL HAVE ONE PRIME COAT AND TWO COATS OF EXTERIOR ENAMEL. THE POSTS, BRACES AND BACK OF SIGN BOARD SHALL HAVE ONE COAT OF PRIMER AND EXTERIOR ENAMEL. THE BACKGROUND COLOR IS WHITE. 2. LETTER TYPES. THE LETTER TYPE SHALL BE SOLID HELVETICA MEDIUM EXCEPT THE LOGO WHICH WILL BE PROVIDED BY THE CITY. ALL LETTERS AND NUMBERS WILL BE BLACK. 3. LETTER SIZE. 4" LETTERS ARE 1/2" WIDE; 3" LETTERS ARE 3/8" WIDE; 2" LETTERS ARE 1/4" WIDE. 4. BOTTOM OF LOWEST SIGN SHALL BE AT LEAST 7.0' ABOVE FINISH GRADE. FOR 2 OR MORE SIGNS, BOTTOM OF LOWEST SIGN SHALL BE AT LEAST 6.0' ABOVE FINISH GRADE. 5. SIGNS SHOULD BE MOUNTED ON POST IN A WAY THAT THE OUTSIDE EDGE SHALL BE AT LEAST 24" FROM THE PROJECTION OF THE FACE OF CURB. 6. ALL SIGNS SHALL BE MOUNTED ON NEW POSTS UNLESS OTHERWISE SPECIFIED. 7. SIGN LOCATIONS SHALL BE APPROVED BY CITY PRIOR TO INSTALLING. MANHOLE RING ® LADDER, TYP AND COVER TOP SLAB d d 7.0' d d KNOCKOUT FOR d 2-36" I.D. STEEL PIPES M k3- g� d d d d 36" STEEL PIPE J b DETAIL 3 DUAL PIPE KNOCKOUT FOR MH5, MH6, MH7, MH8, C6 AND MH14 AT 2-36" STEEL PIPES SCALE: 1/2"=l'-0" Louis Berger 'ZONALG 520 Pike St, Ste 1005, Seattle, WA 98101 - 206.453.1043 12.0' 6" MAX =0.50" 36" PIPE (GRADE 50 AND GRADE A36) DETAIL 5 WELDED STEEL PIPE JOINT C3 SCALE: 6"=l'-O" 20'f 14'f 13't NORTH CURB I I SOUTH CURB. +a 2" GAS -RELOCATED 2" GAS I���CAUTION 18" NIPPLE 18" EACH SIDE 18" PROFILE %1 GAS LINE RELOCATION - STA 22+10 C4 SCALE: 3"=1'-O" MANHOLE RING ® LADDER, TYP AND COVER TOP SLAB a d a a d 7.9' d KNOCKOUT FOR d 2-36" I.D. PPP SD M .a d Q O Q d 36" PPP SD J 0 b DETAIL 4 DUAL PIPE KNOCKOUT FOR MH1, MH2, MH10, C6 AND MH11 AT 2-36" PPP PIPES SCALE: 1/2"=1'-O" REVISION 30 25 20 15 1 N � J rn U � I � rn z °O � O aw X Z + w z < EXIS ING O x V vi Vl N ¢ J :M U W ' ' � _ EX 8" C NC SEWER ADAP ER COUP ING, TYP EXISTING 8" CONC SEWER 3 NEW O" SO Iff -0+10 AS NOTED cx JF/JE/RL ASG 9/22/2018 MSG ABG ASG 4/18/2016 MSG BY DATE APPR 0+00 0+10 0+20 0+30 PROFILE A SSMH2 CS HORIZ SCALE: 1"=10' VERT SCALE: 1"=2.5' CITY OF DATUM =� RENTON Planning/Building/Public Works Dept. O1 MANHOLE TO BE PER WSDOT STD PLAN B-15.60-01 EXCEPT CHANNELIZED AS SHOWN. 02 INSTALL A TRANSITIONAL SHELF AND CHANNEL TO CONNECT TO CHANNEL AT 60" SD SIDE OF THE MH. (DREMOVE EXISTING SEWER MH AND 8" CONC SEWER AS NEEDED TO INSTALL NEW 60" SD. O ORIENT LADDER LOCATION A DISTANCE OF APPROXIMATELY 1/3 MANHOLE DIMENSION CLOSER TO 60" SD TO MAXIMIZE SHELF WIDTH AT ACCESS POINT. OBTAIN ENGINEER APPROVAL PRIOR TO SETTING FINAL ORIENTATION. 2 1 0 2 4 6"=1'-O" Scale Inches 6 3 0 6 3"=1'-O" Scale Inches 2 1 0 2 4 1/2"=1'-O" Scale Feet 2.5 1.25 0 2.5 5 1 "=2.5' Scale Feet 10 5 0 10 20 1 "=10' Scale Feet AS -BUILT -40 0+50 rECOMMENDED R APPROVAL E)4L 1 SW 7th ST, POWELL AVE SW TO LIND AVE SW os/2s/2o1s STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 MISCELLANEOUS CIVIL DETAILS AND SECTIONS C8 12 20 D- 3 5 1 7 0 5 F6 REC. N0. 7907300548 20, / CP// / MON18 LO / SDN H20 / ?a / IE 1 17595 �75950.46 -95597.85 EV.=23.18 I b CI SSMH_RIM=23.23 l'�- / IE=17.24 IE 1 h 12"CMP O.F. -- ���....../// 12�EC I OLYMPIC P PIELINE CO." 6i N. i� C14 CL CHAN �� 8•'Pvc(E.W)=14.9 / v y 0 _/ 1hhhh� 2 I El d - - - - - 8"DEC / Q 5"CO3)3"DEC (3)4°1 I D60 - _ _ - - / // IRR / 1e v ASPHALT b I ASPHALT C_ - \ CONC WALK Po E T F NC 1 UF {r {- 12'bEC 15"DEC i `^� // u CON D 55 - _ _ ss ss 23-- T B -------- - 3 -- - -- -c ° 5"D C C10 G F 3 60" SD PF J-ss 18+00-ss 1 ��PH2O 18+50 13 18 +50 113+00 I SW 7TH 13+50 - w APPROXIMATE BNSF - - - - - - - - -2.7 \ ___---- w w -EASEMENT 12"DEC DWY. I _ RIGHT-OF-WAY (TYP.) pAOPEL 5 u, uro NC DWY CIXJC DWY uro �rG GCP uro ur G ro uro up P up 16 663-14.16MON .I y CP 15 N 663-14.15MON -uro uro uro _ N -ro uro N=17590140 E-129558145 ELEV.=23.39 � B 3 N=175901.09 E=1295632,87 ELEV-23.55 I 2 PLAN PLAN RAILROAD CROSSING AT 13+13 RAILROAD CROSSING AT 18+20 SCALE: 1 "=20' SCALE: 1 "=20' 27.5 25 22.5 20 17.5 15 p z ? p a W wm s w m O O w O Z p O ¢ Of O s CDw Of 0' W CO 3 LO a u� 0 0� W w� � o U x xx W W w w w - 12.5 10 NEW 6V STEEL PIPE 1 SECTION rA RAILROAD CROSSING AT 13+13 - HORIZ SCALE: 1 "=20' S . GIS VERT SCALE: 1 "=5' Q, of WA,1 z� Louis Berger a o� RE'GISTG�� ti'F�4 �' •. esstUNAL e� 520 Pike St, Ste 1005, Seattle, WA 98101 -206.453.1043 4181 p o pz a = w w m m w U W W O z z O O � 27.5 p O Q o N o s = = a O 27.5 25 0 J r N n n 0 J o 1 25 Y V W n W 22.5 22.5 20 20 d - ----N __ -- 17.5 17.5 w IE 18.41± x x EX 12" HP GAS 15 G 15 CROSSING AT 12.5 �- --Sf*- 18+30t 12.5 A-56" EX 60" RCP SD 10 10 IE 12.08 Q SECTION B RAILROAD CROSSING AT 18+20 - HORIZ SCALE: 1 "=20' VERT SCALE: 1"=5' REVISION I I PLAN RAILROAD CROSSING AT 25+63 SCALE: 1"=20' p p d z = p = w p a w d U O r W CD O � U z C) o Of Q S r p N S r I p O Of Q O O W x x w w NEW 60" STEEL PIPE IE 12.38 SECTION G RAILROAD CROSSING AT 25+63 - HORIZ SCALE: 1 "=20' VERT SCALE: 1"=5' 4z,u 1 9/ZZ/Zu It MJIi ABG ASG 4/18/201( BY I DATE I APPR AS NOTED DATUM 17 1- BNSF CROSSING WORK BNSF COORDINATION NOTES SCHEDULING NOTES 1. CONTRACTOR SHALL MEET ALL REQUIREMENTS IN THE 1. CONTRACTOR SHALL SCHEDULE ALL CROSSING PIPELINE LICENSE AGREEMENT BETWEEN THE CITY OF WORK WITH BNSF CONTACT, AND PROVIDE RENTON AND BURLINGTON NORTHERN SANTA FE (BNSF) AS WEEKLY CONSTRUCTION UPDATES TO THE CITY DESCRIBED IN SECTION 1-07.18(5). THE AGREEMENT AND BNSF REGARDING THE PROGRESS TOWARD INCLUDES REQUIREMENTS FOR SAFETY CERTIFICATION, THE SCHEDULED CROSSING WORK. INSURANCE REQUIREMENTS, AND OTHER PROVISIONS. 2. RAILROAD CROSSINGS AT STA 13+13 AND 2• THE CONTRACTOR SHALL ASSUME ALL RISK AND LIABILITY 18+20 ARE INACTIVE. IT IS ANTICIPATED THAT FOR ACCIDENTS AND DAMAGES THAT MAY OCCUR TO BSNF CAN REMOVE THESE TRACKS IN 1 DAY. PERSONS OR PROPERTY ON ACCOUNT OF THIS PROJECT WORK, AND SHALL INDEMNIFY AND HOLD BNSF HARMLESS 3. THE CONTRACTOR SHALL PROVIDE TEMPORARY FROM ANY AND ALL COSTS, LIABILITIES, EXPENSE, SUITS, PAVEMENT PATCH AFTER BNSF WORK AT EACH JUDGMENTS OR DAMAGES TO PERSONS OR PROPERTY OR CROSSING. CLAIMS OF ANY NATURE WHATSOEVER ARISING OUT OF OR IN CONNECTION WITH THE BNSF PIPELINE LICENSE 4. RAILROAD CROSSING AT 25+63 IS ACTIVE AND AGREEMENT. CROSSING MAY ONLY BE CLOSED FOR ONE WEEK. THE ONE WEEK PERIOD INCLUDES ONE 3. A SAFETY ORIENTATION COURSE WILL BE COMPLETED BY ALL DAY FOR BNSF TO REMOVE THE TRACKS AND THE CONTRACTOR'S AND SUBCONTRACTOR'S WORKERS PRIOR ONE DAY TO RE -INSTALL THE TRACKS, SO THAT TO ENTERING BNSF PROPERTY. IT IS THE CONTRACTOR'S THE CONTRACTOR HAS FIVE CONSECUTIVE DAYS RESPONSIBILITY TO CONDUCT THE SAFETY TRAINING AND TO COMPLETE ITS WORK AND READY THE SITE IMPLEMENTATION OF A SAFETY PROGRAM FOR ITS FOR BNSF TO RE -INSTALL TRACKS. EMPLOYEES. TRAINING MATERIALS ARE AVAILABLE ON THE CONTRACTOR SHALL PREPARE A DETAILED WEB SITE: WWW.BNSFCONTRACTOR.COM. THE CONTRACTOR SCHEDULE FOR WORK AT THIS CROSSING MUST COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY DEMONSTRATING THE ONE WEEK CLOSURE CAN REGULATIONS. BE ACHIEVED. WORK AT THIS CROSSING MAY 4. ALL CONTRACTOR PERSONNEL AND ALL THE CONTRACTOR'S REQUIRE EXTRA WORK SHIFTS. SUBCONTRACTOR'S PERSONNEL THAT ARE ON SITE MUST BE 5. IT IS ANTICIPATED THAT BNSF WILL RE -INSTALL "E-RAIL-SAFE" (BACKGROUND CHECK) CERIFIFIED. ALL THE TRACK CROSSINGS AFTER THE STORM CONTRACTOR IS ADVISED THAT THIS PROCESS TAKES DRAIN IS INSTALLED BEYOND THE CROSSING AT APPROXIMATELY 2-3 WEEKS. "E-RAIL-SAFE" APPLICATION 25+63. MAY BE FOUND AT: WWW.E-RAILSAFE.COM 6. BNSF RE -INSTALLATION OF CONCRETE PANELS 5. ALL WORK ON THE RAILROAD PROPERTY (INCLUDING THE AND TRACK IS ANTICIPATED TO TAKE A FULL CORRIDOR CROSSING SW 7TH STREET) SHALL BE SUBJECT DAY AT EACH CROSSING. IF PERMITTED BY CITY, TO THE INSPECTION AND DIRECTION OF THE BNSF CONTRACTOR MAY REMOVE TEMPORARY ROADMASTER OR HIS REPRESENTATIVE. A BNSF PAVEMENT THE DAY BEFORE BNSF WORK AND REPRESENTATIVE MUST BE ON -SITE AT ALL TIMES WHEN USE STEEL PLATES FOR NIGHT TIME TRAFFIC. ACTIVELY WORKING ON RAILROAD PROPERTY. CONTRACTOR SHALL COORDINATE ALL WORK IN THE RAILROAD PROPERTY WITH BNSF'S PRIMARY CONTACT: DANIEL BAKER, ROADMASTER CONSTRUCTION NOTES BNSF RAILWAY COMPANY, 206-625-6462 OFFICE, O EXTREME CAUTION. HIGH PRESSURE GAS. SEE Daniel.baker2@bnsf.com CONSTRUCTION NOTE 1 ON DWG C3. 6. CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK ON BNSF PROPERTY WITH THE ROADMASTER AT LEAST 10 O SAWCUT AND REMOVE EX. ASPHALT AS BUSINESS DAYS IN ADVANCE OF ENTERING THE BNSF NEEDED. REPLACE WITH NEW ASPHALT AND PREMISES. BNSF REMOVAL AND RE -INSTALLATION OF THE BLEND WITH ADJACENT SURFACES. REVIEW TRACKS IS SUBJECT TO BNSF CREW AVAILABILITY, AND MAY EXTENT WITH CITY INSPECTOR BEFORE SAWCUT. BE SUBJECT TO CHANGE. CONTRACTOR'S WORK SHALL CONFORM TO BNSF AVAILABILITY. SEE PRELIMINARY BNSF SA 3 O SAWCUT AND REMOVE EX. CONCRETE SIDEWALK CROSSING WORK SCHEDULING NOTES, THIS SHEET, AND OR DRIVEWAY AS NEEDED. REPLACE WITH NEW TYPICAL BNSF REMOVAL AND RESTORATION SEQUENCE ON CONCRETE SIDEWALK OR DRIVEWAY AND BLEND C10. SHOULD BNSF CREW AVAILIBILITY, OR ANY OTHER WITH ADJACENT SURFACES. REVIEW EXTENT REASON, RESULT IN DELAY OF WORK AT A PARTICULAR WITH CITY INSPECTOR BEFORE SAWCUT. REFER CROSSING, CONTRACTOR SHALL SHIFT WORK TO OTHER TO CITY OF RENTON STANDARD PLAN 102 FOR AREAS (E.G. UPSTREAM PIPE SEGMENT) WITH APPROVAL OF SIDEWALKS AND 104.4 FOR DRIVEWAY. NOTE CITY. SUCH DELAYS SHALL BE AT NO ADDITIONAL COST TO THAT CONCRETE FOR COMMERCIAL DRIVEWAYS CITY. SHALL BE CONSTRUCTED WITH AIR ENTRAINED CLASS 4000 PER WSDOT STANDARD 7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SPECIFICATION 8-06.3 AND SHALL BE 10" TRAFFIC CONTROL FOR BNSF WORK. SEE TRAFFIC CONTROL THICKNESS. REQUIREMENTS IN SECTION 1-10. SUCH TRAFFIC CONTROL MAY NEED TO BE BEFORE, DURING, OR AFTER NORMAL ® CONTRACTOR SHALL PROVIDE TEMPORARY WORK HOURS. DURING REMOVAL AND REPLACEMENT OF PAVEMENT PATCH TO REOPEN STREET AND TRACKS, ALL TRAFFIC WILL BE DETOURED. TRAFFIC WILL SIDEWALK AFTER BNSF TRACK REMOVAL. NEED TO BE RE -OPENED AT THE END OF THE WORK SHIFT. STREET SHALL NOT BE CLOSED OVERNIGHT. CONTRACTOR SHALL ASSUME THAT ONLY ONE BLOCK AT A STEEL PLATES MAYBE USED FOR UP TO (1) TIME MAY BE DETOURED. ALL DRIVEWAYS UP TO THE TRACK DAY PRIOR TO PAVEMENT PATCH. CROSSING WORK AREA SHALL BE KEPT OPEN FOR LOCAL 5O BNSF TO REPLACE EXISTING WOOD OR GRAVEL TRAFFIC DURING TRACK REMOVAL AND RE -INSTALLATION. SIDEWALK BETWEEN TRACKS WITH NEW 8. CONTRACTOR IS RESPONSIBLE FOR PROVIDING CONSTRUCTION CONCRETE PANEL SIDEWALK. SURVEY SUPPORT TO CONFIRM GRADES AS REQUESTED BY BNSF. THIS MAY INCLUDE PRE -CONSTRUCTION SURVEY, SETTING GRADE POINTS FOR BACKFILL, AND POST -CONSTRUCTION SURVEY. 2 1 0 6"=1'-0" 125mmITTSI Scale 5 2.5 0 1"=5' Scale 20 10 0 1"=20' T22nimmI Scale CITY OF RENTON Planning/Building/Public Works Dept. 5 Inches 10 AS BUILT MEniiiiiiiiiiaFeet FF ROVALCOMMENDED R APP20 40 7 4L/`�%Feet SW 7th ST, POWELL AVE SW TO LIND AVE SW os/2s/2o1s STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 RAILROAD CROSS SECTIONS C9 13 or: 20 D- 3 1 5 1 7 0 5 7 0 n m M 1` N a go 7ro i MWT FOR p Fn FM tL 1&4T I Irp *MOJT FUR wo FK FK kE tw REVISED KNOCKOUT FOR �y me C.,�'�'+ 2x36" PIPES 1;�p,, INVERT EL. 13.16 Z #oF&'t1kmft _04 4 WOW VER `---yT..O.S 21.01 Pot %L 17AM 1** C .-Tw"1READ FAQ T" t o f (Am ii N11f CaNymTs 1013aw =,$ *m ASSOWMY FAMS S ma It Rift ro PIATM tWk: i1tltEAD VEINAL VMZM PLATE WAY */ OWSET"at WALLO AIL 0A T (2 iOOTTW CF I l }tab dbINWK I. jwT AT SPUDE t*T 04") BASKET (2 ROWS)` �x {BETWEEN A1.l. WALLS) Q KET I STALL ►TION DETAIL P ALL GASH? W 3 W x T WMEM 01 MUYS .� ,�,,;.:.'e. rryF� _ ham'\'N S- •. �.'-` ✓*`� "��a .} K wy :r �e T.t1.R tat k ... x'• �=_ .+ v >;. ,: r rm se* o PK FUR3�ni W. 447 SECTION AA, FK" MILI SE`I°`IQN B '1. UKRM, 20OAT OOWAMW Srlt OTH fc � 6= Es 9. CMAC11 S. ma ASN A-515 gmm BU 'VOrY ALL I, MESH. ASTIN A-165 Qtq0E 65 SIPPLY Ck !. DESIG k AO-J1 02 # T PC 5 Ad1Sl1 C#} H= IIIIHIM. P=W O kkp O S OW ALL AS€ GA C-M ' NAI4AIt ICIAt ESA #" m OW L ulUWJM UR SCCIIUNA CIAMTE WARR ANDTO 3W WACT FOR fT, NE'R' 0tlT SUR DENST 42D p A wx 40 pit J LATM SX PNWAASK INATMF w "t UK Lom : 1 my(�P���,oyar+a.�v(,A�Em,-y r (INL,) m ie mi /r q ]R8g1�4SfflWZ 9—Cr �yar,�,da,1 � i - 1 [iY.11. �Ii > alttpl/�4 411 YY�d�XI1111 i 3. 0`I of wnsq S�, za Louis Berger I TCRV���aFE4 �. '10NAL G 520 Pike St, Ste 1005, Seattle, WA 98101 - 206.453.1043 NORTH SIDE O 4MCKOUI 1E %4i REVISED KNOCKOUT FOR THIS DRAWING IS THE SD VAULT No. 1 Poa 2x36" PIPES A SUBMITTAL FOR THE VAULT CONSTRUCTED IN l Eta 1 4m. 41) NORTA T) y = Ilia A) SwIl E Rates Ibb INVERT EL. 13.16 2004 AS PART OF THE SW7TH STREET TPANELS � 1) � � � r The _-:.� � DRAINAGE IMPROVEMENT PROJECT - LIND AVE AU A lop { p ' ' I m mialli SW TO MORRIS AVE S. PROJECT SWP - 27-2959. } AL * � IL - THE AS -BUILT INFORMATION IS FOR THE NEW i -BeF ' ;A'�IA, ''' � ' � ,� CONNECTION WITH TWO 36-INCH PIPES. _ j ac c"Wt Is EIa ALI KtVINUNJ MJIi y/LL/LV 16 MJU MG BID SET MSG 4/16/2016 REVISION BY DATE APPR FM VIM 24-G-L x a -VW x ff MKS 1110,_T* STET' GRIM .' T - Ia fAk oft Uur two 4�-_ AS -BUILT am I CAM-MYL 7i R. 1RW F RECOMMENDED 1MiIM5IC.� °IIK M a%00 �i 74�ii € � Pam$` y lll`r,' FOR APPROVAL Pd hill, ft N M4 16 78k^#lt EAS NOTED °"' ""'%'s"' SW 7th ST, POWELL AVE SW TO LIND AVE SW 09/25/2018 E/RL � " �� CITY OF RENTON STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 . �� � DATUM �w"C9A II �E"IT INI NC" Planning/Building/Public Works Dept. CONNECTION TO EXISTING SD VAULT NO. 1 10 °F: 20 DI-131517101518 0 LO m M r` N a TEMPORARY TRACK REMOVAL (APPROX. 70 FT) BALLAST LAYER TO BE PROVIDED w AND PLACED BY BNSF DURING w TRACK REINSTALLATION RAILROAD TRACK, RR TIES, AND CONCRETE PANELS TO BE REMOVED 0 AND RE —INSTALLED BY BNSF CONTRACTOR TO SURVEY FINISHED GRADE OF 0 Z SUBBALLAST AND PROVIDE TO BNSF FOR APPROVAL BEFORE BNSF TRACK RE —INSTALLATION, GROUND/TRACK SURFACE E M 1111-11-11 PERVIOUS BACKFILL MATERIAL — — — — COMPACTED TO 95% MODIFIED — - DENSITY. CONTRACTOR SHALL USE PERVIOUS BACKFILL MATERIAL TO — — — A POINT 5 FT BEYOND EDGE OF - - - CONCRETE PANEL AND THEN TRANSITION TO SELECT IMPORTED — — — TRENCH BACKFILL MATERIAL — — — — — — (2)CONSTRUCTION GEOTEXTILE FOR SEPARATION WHERE REQUIRED BY ENGINEER — TRENCH WIDTH = PIPE ID + 30" (15" DIA PIPES AND SMALLER) 1.5 x PIPE ID + 18" (18" DIA PIPES AND LARGER) r r TRENCH WIDTH PAY LIMIT SECTION GO TYP TRENCH SECTION AT BNSF CROSSINGS O3 SCALE: 1/2"=1'—O" z� Louis Berger 'ZONALG 520 Pike St, Ste 1005, Seattle, WA 98101 - 206.453.1043 z 'n BALLAST LAYER SUBBALLAST LAYER SUBGRADE COMPACTED SUBGRADE O COMPACTED SUBBALLAST LAYER TO BE PROVIDED AND INSTALLED BY CONTRACTOR FOR ENTIRE TRACK LENGTH PIPE ZONE BEDDING 1' MIN ABOVE PIPE GRAVEL BACKFILL FOR PIPE ZONE BEDDING IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 9-03.12(3) PIPE ZONE BEDDING 1' MIN BELOW PIPE RAIL �ONCRETE PANEL � I �n RAILROAD TIES TYPICAL BNSF RAILROAD CROSSING RR TRACK, CONCRETE PANELS, AND TIES REMOVED BY BNSF TEMPORARY ASPHALT PATCH 3" MIN SAWCUT EACH SIDE — — — T — — — TEMPORARY SELECT IMPORTED TRENCH BACKFILL INTERIM PATCH AFTER TRACK REMOVAL REMOVE TEMPOARARY ASPHALT PATCH AND BACKFILL TO SUBGRADE ELEVATION 5" MIN BALLAST TO BE PROVIDED AND PLACED BY BNSF 0 N COMPACTED SUBBALLAST LAYER — 2° TO BE PROVIDED AND INSTALLED COMPACTED SUBGRADE �5 BY CONTRACTORr� PREPARATION TO REINSTALL TRACK GRIND AND OVERLAY FINAL RR TRACK, PANELS, TIES, AND PATCH 2" TO 6" DEPTH AS CONCRETE REINSTALLED BY BNSF NEEDED. SEE SEQUENCE NOTE 8 3' MIN (OR AS DIRECTED BY ENGINEER) SAW CUT EACH SIDE RESTORATION AFTER BNSF REINSTALLS TRACK SECTION B BNSF TYPICAL REMOVAL & RESORATION SEQUENCE C9 SCALE: NTS NOTE: SEE CONSTRUCTION SEQUENCING NOTES, THIS DWG PACB AS NOTED _11F/JE/RL JILT REVISIONS 1 MSG 9/22/2018 MSGABG DATUM BID SET MSG 4/18/2016 MSG '� eon REVISION BY I DATE APPIR " R°'R"` CITY OF RENTON Planning/Building/Public Works Dept. CONSTRUCTION NOTES DSEE PAVEMENT OVERLAY EXTENTS AND REQUIREMENTS ON DWGS C13 AND C14. CONTRACTOR SHALL INSTALL A GEOTEXTILE FABRIC OVER THE NATIVE SOILS AND UNDER THE PIPE ZONE BEDDING IN AREAS WHERE THE SUBGRADE SOILS IN THE TRENCH EXCAVATION CONSIST OF FINE—GRAINED SOILS SUCH AS SILT, CLAY, OR ORGANIC RICH SOILS, AS DIRECTED BY THE ENGINEER. FOR CROSSING AT STA 18+20, BACKFILL BETWEEN THE (2) 36" PIPES WITH CDF FROM THE BOTTOM OF THE PIPES TO THE TOP OF THE PIPES. THIS MAY REQUIRE THE PIPE BEDDING TO BE PLACED IN TWO LIFTS: FIRST LIFT BELOW THE SPRINGLINE AND SECOND LIFT ABOVE THE SPRINGLINE. SEE SECTION DETAIL ON DWG C15. REMOVE APPROXIMATELY 12" OF UNSUITABLE FOUNDATION MATERIAL AND REPLACE WITH NEW MATERIAL WHERE REQUIRED BY ENGINEER. UNLESS OTHERWISE DIRECTED BY ENGINEER NEW MATERIAL SHALL BE QUARRY SPALLS. IF UNSUITABLE MATERIAL IS ENCOUNTERED CONTRACTOR SHALL REMOVE UNSUITABLE SOILS AND REPLACE WITH COMPACTED PERVIOUS BACKFILL AS DIRECTED BY ENGINEER. CONSTRUCTION SEQUENCING NOTES 1. BNSF WILL REMOVE TRACKS AND CONCRETE PANELS (BNSF WILL PROVIDE OWN EQUIPMENT AND LABOR FOR THIS WORK AND MOVE MATERIALS TO NEARBY BNSF RIGHT—OF—WAY OUTSIDE OF THE SW 7TH STREET RIGHT—OF—WAY). 2. CONTRACTOR SHALL REMOVE PAVEMENT ADJACENT TO THE CONCRETE PANELS IN ADVANCE OF THIS WORK IF REQUESTED BY CITY. 3. FOLLOWING REMOVAL OF TRACKS AND CONCRETE PANELS, CONTRACTOR SHALL INSTALL TEMPORARY BACKFILL AND PAVEMENT PATCH TO RESTORE TRAFFIC. 4. CONTRACTOR SHALL PROCEED WITH PIPELINE INSTALLATION. 5. FOLLOWING PIPELINE INSTALLATION AND BACKFILL, CONTRACTOR SHALL PROVIDE TEMPORARY PAVEMENT PATCH FOR TRAFFIC. 6. PRIOR TO BNSF RE —INSTALLING TRACKS, CONTRACTOR SHALL REMOVE TEMPORARY PATCH AND BACKFILL TO SUBGRADE ELEVATION, AND PLACE COMPACTED SUBBALLAST LAYER TO ELEVATION SHOWN ON PLANS AND AS REQUIRED BY BNSF. 7. BNSF SHALL THEN PLACE BALLAST AND INSTALL THE TIES, TRACKS, AND CONCRETE PANELS. 8. FOLLOWING TRACK INSTALLATION, CONTRACTOR SHALL REMOVE/GRIND ADJACENT PAVEMENT AND PLACE HMA PATCH TO PROVIDE A SMOOTH TRANSITION. 2 1 0 2 4 Scale Feet AS -BUILT RECOMMENDED FOR APPROVAL BY SW 7th ST, POWELL AVE SW TO LIND AVE SW 09/25/2018 STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 —R RAILROAD RESTORATION DETAILS C 1 0 14 oF: 20 D- 3 5 7 0 5 9 GENERAL NOTES 0 n m M 1` N a PLACE END SPACER 1' MAX CASING SPACER, TYP 14" STEEL CASING 8" PVC, SDR 35 STEEL CASING NOTES: FROM END OF CASING, TYP 6" SPACER BAND WIDTH MIN CASING THICKNESS 0.375" CARRIER PIPE 1. CASING SPACERS SHALL BE "CENTER POSITIONING TYPE". (STD Wi) EX CONC SS PIPE MINIMUM RUNNER WIDTH SHALL BE 2". 2. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE: A. MIN 1" CLEARANCE BETWEEN RUNNERS AND TOP OF COUPLING CASING WALL TO PREVENT JAMMING DURING INSTALLATION. ® END SEAL MAX DISTANCE BETW COUPLING® 3. DAPTIGALVANIZED INCORROSIVE AACCORDANCE WITH ASTM A123TING THICKNESS CASING - 3 MILLS. HOT SPACERS SHALL SEAL END OF CASING WITH NEOPRENE CASING BE 6' OC END SEALS (CASCADE END SEALS OR APPROVED EQUAL) DETAIL �1 SW 7TH ST C 8" PVC SS ------_ 36" RING AND COVER Q NEW DUAL 36" STEEL PIPES - N 175923.95 E 1295362.78 STEEL CASING INSTALLATION SCALE: NTS EX 48" SANITARY MH RIM EL 22.81 CL CHANNEL, 8" CONC (E,S) = 13.9f -EX 8" CONC SS FLOW 8" FLEXIBLE COUPLING (PVC X CONC) N - 175932.20 E 1295371.- FLOW CASING L NEW 60" SD (ID) 36" RING AND COVER MH6 EX 8" CONC SS of U LEX 12" DI WATER MAIN PLAN - MH6 1 8'-0" L x 8'-6" W x 9'-0" H STORMWATER VAULT C2 SCALE: 1"=4' APPROXIMATE 36" FRAME AND COVER, TYP EXISTING GROUND IM EL RIM EL SHORING, TYP (FOUR SIDES) 2.71 f IMPORTEDSELECT TRENCH BACKFILL \ 8.0' \ \\j \ IE12.07 1Q \ CONSTRUCTION GEOTEXTILEO5 FOR SEPARATION WHERE Og // / REQUIRED BY ENGINEER STEEL PIPES IE 12.04 VAULT BOT STEEL CASING EL 10.55 6" CSTC J IE 13.65f SECTION - MH6 A 8'-0" L x 8'-6" W x 9'-0" H STORMWATER VAULT S. GI SCALE: 1'1 of WAsq���� cT G z� 2 Louis Bergeris 1 'ZONALG 520 Pike St, Ste 1005, Seattle, WA 98101 - 206.453.1043 N0. EX 48" SANITARY MH RIM EL 23.08 CL CHANNEL, 8" CONC (S,W) =15.4t FLOW 8" PVC FLEXIBLE COUPLING N 175919.34 E 1295984.30 EX 8" CONC SS MH9 - r SW 7TH ST NEW 8" PVC SS 1 II II 36" RING AND COVER 14" STEEL CASING _ III 2 . FLOW 36" RING FLOW AND COVER II II II II II II III N 175911.06 NEW 60" SD (ID) E 1295968.68 NEW 8" PVC SS EX 8" CONC SS EX 18" SD (ID) IE 13.6f ® 8" PVC FLEXIBLE COUPLING L`I � EX 12" DI WATER MAIN PLAN MH9 2 15'-6" L x 8'-6" W x 9'-0" H STORMWATER VAULT C4 SCALE: 1"=4' APPROXIMATE 36" FRAME AND COVER, TYP Q OR2. EL EXISTING GROUND \ f/ RIM EL 4 O 22.34f 3 1 IE 12.02 Q U t VAULT B( EL 10.82 15.5' (�l O 3.5' l rn STEEL CASING IE 15.15f 6" CSTC SECTION - MH9 e 15'-6" L x 8'-6" W x 9'-0" H STORMWATER VAULT - SCALE: 1 "=4' "PACEE:AS NOTED "I sc" �F/JE/RL JILT REVISIONS MSG 9/22/2018 MSG _: AEG DATUM BID SET MSG 4/18/2016 MSG eon 11 INC. REVISION BY DATE APPR sc - A"°R°'R"` SHORING, TYP (FOUR SIDES) SELECT IMPORTED TRENCH BACKFILL NFW ft0" SDQ IE 12.02 1 CONSTRUCTION GEOTEXTILE OS FOR SEPARATION WHERE REQUIRED BY ENGINEER 4 2 0 1"=4' Scale CITY OF RENTON Planning/Building/Public Works Dept. 1. VAULTS SHALL HAVE BLOCKOUTS PROVIDED PRIOR TO DELIVERY TO PROJECT SITE. SURVEYED BASEMAP SHOWS SEWER PIPES OFFSET FROM CENTER OF MH. CONTRACTOR TO POTHOLE AND CONFIRM EXACT PIPE LOCATION, DEPTH, AND INVERT ELEVATIONS (INCLUDING THAT OF 18" SO) IN ADVANCE OF SHOP DRAWING SUBMITTAL IN ORDER TO DESIGN BLOCKOUTS. 2. STEEL CASING SHALL BE A CONTINUOUS PIECE AND SHALL EXTEND A MINIMUM OF 6 INCHES BEYOND BOTH SIDES OF THE OUTSIDE WALL OF THE VAULT. 3. PROPOSED PVC CARRIER PIPES SHALL BE OUTFITTED WITH CALPICO MODEL M SPACERS OR APPROVED EQUAL. SEE CASING INSTALLATION DETAIL ON THIS SHEET. 4. CARRIER PIPE SHALL BE ONE PIECE. 5. VAULTS SHALL BE EQUIPPED WITH 2 SETS OF LADDER RUNGS (NOT SHOWN IN SECTION FOR CLARITY). 6. VAULT SIZES ARE MINIMUM. LARGER VAULT SIZE MAY BE PROPOSED BY CONTRACTOR, BUT SHALL NOT RESULT IN ADDITIONAL COST TO THE OWNER. 7. VAULTS LOAD CRITERIA: • DECK LIVE LOAD - AASHTO HL-93 • DECK DEAD LOAD - SURFACING, FILL, AND CONCRETE DECK PER DRAWING SECTION • WALL LATERAL LOADS HYDROSTATIC - 62.4 PCF TO GROUND SURFACE SOIL AT -REST - 32 PCF (SUBMERGED CONDITION) LIVE LOAD SURCHARGE - 125 PSF SEISMIC - NOT CONSIDERED CONSTRUCTION NOTES O INSTALL APPROXIMATELY 14.5' OF 8" DIA PVC SS IN APPROXIMATELY 11.5' OF 14" DIA STEEL CASING. SS PIPE IE 13.8t. CASING IE 13.55f. EXTEND SS PIPE AT LEAST 18 INCHES BEYOND CASING. O2 INSTALL APPROXIMATELY 14.5' OF 8" DIA PVC SS IN APPROXIMATELY 11.5' OF 14" DIA STEEL CASING. SS PIPE IE 15.4t. CASING IE 15.15f. EXTEND SS PIPE AT LEAST 18 INCHES BEYOND CASING. O3 USE ADJUSTMENT RINGS AS NECESSARY TO MEET REQUIRED RIM ELEVATIONS. ® COUPLING SHALL BE FERNCO 1006-1212 OR EQUAL. OS CONTRACTOR SHALL INSTALL A GEOTEXTILE FABRIC OVER THE NATIVE SOILS PRIOR TO THE PLACEMENT OF THE PIPE BEDDING IN AREAS WHERE THE SUBGRADE SOILS IN THE TRENCH EXCAVATION CONSIST OF FINE-GRAINED SOILS SUCH AS SILT, CLAY, OR ORGANIC RICH SOILS, AS DIRECTED BY THE ENGINEER. © DURING VAULT AND CASING INSTALLATION CONTRACTOR SHALL DIVERT SS FLOWS BY COLLECTING AND PUMPING. MEANS AND METHODS OF DIVERSION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PEAK DAILY SEWER FLOW IS ESTIMATED TO BE 0.23 CFS AT SW 7TH STREET AND THOMAS AVENUE AND 0.12 CFS AT SW 7TH STREET AND SENECA AVENUE. O7 DISTANCE TO NEXT DOWNSTREAM MANHOLE IS APPROX 270 FT. ® DURING VAULT INSTALLATION CONTRACTOR SHALL DIVERT SD FLOWS USING TEMPORARY PIPINGS TO THE NEW 60" SD. MEANS AND METHODS OF DIVERSION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. O BLOCKOUTS FOR DUAL 36" STEEL PIPE SHALL BE SIMILAR TO DETAIL 3, DWG C8. AS -BUILT RECOMMENDED 4 8 FOR APPROVAL Feet BY E)� BY SW 7th ST, POWELL AVE SW TO LIND AVE SW 09/25/2018 STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 o-N N. STRUCTURES WITH CASED SANITARY SEWERS C11 15 20 ID I - 3 5 7 0 6 0 RESTRAINED JOINTS (P Q 26 WITH FOUR 3 4" SHACKLE DS 12" MJ SLEEVE WITH MEGALUGS 1 EXISTING GROUND 24 EXISTING 12" DI WATER ----`— EXISTING SHACKLE ROD 3 g EXISTING 12" DI WATER 22 " ---- —------- ----------- ---- ----------- (FL X MJ) 4 20 18 14 2 EXISTING 12" TEE ; .5': (REMOVED) THRUST BLOCK, TYP 12 MJ X FL 1 10 \ \—EXISTING 60' CONCRETE 8 NEW 60" STORM TRUNK STORM TRUNK 26 EXISTING 12" 24 GATE VALVE (FL X MJ) 22 EXISTING 12 TEE 20 18 16 EXISTING 4 IHHU�il BLOCK 12 10 N RUST 8 PROFILE WATER LINE AT STA 10+14 (SW 7TH ST AND POWELL AVE SW, SHT Cl) HORZ. SCALE: V=5' VERT. SCALE: 1"=5' RESTRAINED JOINTS O9 6 WITH FOUR 3/4" SHACKLE ROD I NEW 60" STORM TRUNK a EXISTING GROUND M a -- ----r STORM TRUNK PROFILE WATER LINE AT STA 28+52 (SW 7TH ST AND LIND AVE SW, SEE SHT C5) HORZ. SCALE: 1"=5' VERT. SCALE: 1"=5' ------- 10" EXISTING WATER LINE 2" PIPE � 26+,7 ? 00 _ 14+00 X"A 4EW 5.0' 15.0' 10TER z.s Q 12 THRUST BLOCK, TYP EX 60" TRUNK 26 14+50 24 i NEW 60" TRUNK 16 22 20 17) 18 NEW 12" T ING TEE AT----- STA 28+00 10" DI WATER 14" FIR LINE. IISEE 0 THIS SHEEP. -UP�UP�U PLAN WATER LINE AT STA 14+20 16 II 1, _ SCALE: 1"=10' �cT G Louis Berger �I TCRV���aFE4 o. 'ZONALG 520 Pike St, Ste 1005, Seattle, WA 98101 - 206.453.1043 NEW DI WA LENGTH VARIES — SEE PROFILES ON THIS SHEET CONSTRUCTION NOTES -12" - STA 10+14 GENERAL NOTES O INSTALL 1-12" MJ SLEEVE WITH MEGALUGS. CONNECT TO 1. NOT ALL EXISTING THRUST BLOCKS ARE SHOWN FOR 6—INCH THICK REINFORCED CONCRETE SLAB EXISTING 12" DI AND SHACKLE RODS. CLARITY. REMOVE EXISTING BLOCKING WHERE NEEDED TO 7 INSTALL IMPROVEMENTS. INSTALL SHACKLE RODS AND TIE BOLTS PER CITY STANDARD DETAIL 330.5. IN ADDITION, USE RESTRAINED 2• ONE CONCRETE BLOCKING IS USED FOR BOTH UPWARD JOINT PIPE. AND DOWNWARD VERTICAL BENDS PER CITY OF RENTON STD PLAN 330.3 AS APPLICABLE. CUT EXISTING SHACKLE RODS ALONG EXISTING PIPE. COUPLE NEW RODS TO THE EXISTING AND EXTEND TO 3. THERE MAY BE PROTECTIVE CONCRETE SLABS ABOVE 6" THICK SAND LAYER CONNECT TO NEW SHACKE ROADS AT MJ SLEEVE. EXISTING WATER WHERE WATER CROSSES THE EXISTING 12" DI WATER STORM TRUNK. REMOVE AND DISPOSE OF CONCRETE AS ® CONNECT TO EXISTING 12" GATE VALVE (FL X MJ BASED NEEDED. THIS WORK SHALL BE PAID FOR UNDER REMOVAL ON AS —BUILT DWGS, FIELD VERIFY). INSTALL: OF STRUCTURES AND OBSTRUCTIONS. 1— 12" SPOOL (PLAIN END) � ( i� 2— 12" 45 DEGREE BEND (MJ) WITH MEGALUGS 4. ALL DI PIPE AND FITTINGS SHALL BE POLYWRAPPED PER 2 1— VERTICAL THRUST BLOCK SECTION 7-09.3(17). TRENCH BACKFILL 60" STORM TRUNK O © REMOVE EXISTING THRUST BLOCK. PROVIDE A PROTECTIVE CONCRETE SLAB WITH SAND CONSTRUCTION NOTES - 10" - STA 14+20 1 CONNECT TO EX 12" DI. INSTALL: CUSHION LAYERS PER DETAIL 1 ON THIS SHEET. 1— HORIZONTAL THRUST BLOCK PER CITY OF REN N STD PLAN 330.2 DETAIL Q REINFORCE WITH #4 BARS AT 12—INCH CENTERS 1— 12"x10" TAPPING TEE (MJ X FL) 1 EACH WAY (OR EQUIVALENT REINFORCEMENT). 10" TAPPING VALVE (FL X MJ) PROTECTIVE CONCRETE SLAB — SCALE: 1/2"=1'—O" rONCTRI Ir.TION NOTFS - 12" _STA 9R+.ri9 13 INSTALL 5.0, THICK ,ND LAYER SECTION A PROTECTIVE CONCRETE SLAB SCALE: 1/2"=1'—O" RFCTRAINFn .InINTC WITH FnIII? 3/4" CHACIII F Rl1TIC/,—.\ ® INSTALL 1-12" MJ SLEEVE. CONNECT TO EXISTING 12" DI AND SHACKLE RODS. EXCAVATE AND EXPOSE ENOUGH OF THE EXISTING WATER NEAR CONNECTION TO CONFIRM THAT ANY PIPE DEFLECTION WILL BE NO MORE THAN 1/2 THE MANUFACTURER'S RECOMMENDED ALLOWABLE DEFLECTION. O9 INSTALL SHACKLE RODS AND TIES BOLTS PER CITY STANDARD DETAIL 330.5. IN ADDITION, USE RESTRAINED JOINT PIPE. 10 CONNECT TO EXISTING 12" GATE VALVE (ASSUMED FL X MJ, FIELD VERIFY). INSTALL: 1— 12" SPOOL (PLAIN END) 2— 12" 45 DEGREE BEND (MJ) WITH MEGALUGS 1— VERTICAL THRUST BLOCK 11 INSTALL: 1— 12" GATE VALVE (MJ) 1— 12" SPOOL (PLAIN END) 1— 12" MJ SLEEVE WITH MEGALUGS 90! HORIZ BEND EXISTING 40 LF f NEW 10" DI WATER WITH BLOCKING 10" DI WATER -- T SEE— — ------------------- --------- 14 ----- --------- z o m HIRUSI 13 16 BLOCK 90' HORIZ BEND WITH BLOCKING 14 15 10" JOINT RESTRAINT 12 GAXE 0 (FLXMJ) �NEW 60" STORM TRUNK 1 EXISTING 60 8 CONCRETE STORM TRUNK PROFILE WATER LINE BEGINNING AT STA 14+20 (SW 7TH ST, SEE SHT C2) HORZ. SCALE: 1"=5' VERT. SCALE: 1"=5' "PACEE:AS NOTED rcsc" �F/JE/RL JILT REVISIONS MSG 9/22/2018 MSG " : ABG DATUM BID SET MSG 4/18/2016 MSG REVISION BY DATE APPRSG 1— 1 " 90 DEGREE HORIZONTAL BEND J) WITH MEGAL S 1— HORI NTAL THRUST BLOCK PER TY OF RENTON STD PLAN 30.2 14 CONNECTION TO 10" DI WATER ALL OCCUR AFTER HOURS (I.E. AFTER - 7PM). CONT CTOR SHALL NOTIFY AFFECTED COMPANY ONTACT AT EAST FOUR WORKING DAYS PRIOR TO WOR . WATER ERVICE TO BUSINESS SHALL BE RESTORED BEFORE XT AY. INSTALL: 1— 10" 90 DEGREE ONTAL BEND (MJ) WITH MEGALUGS 1— HORIZONTAL THR T OCK PER CITY OF RENTON STD PLAN 330.2 1— 10" SLEEVE J) WITH GALUGS 15 SHACKLE TO 90 GREE HORIZON BEND, INSTALL: 1— 10" J01 RESTRAINT (STAR NCHOR, STARGRIP, OR EQUIVA NT) ON EXISTING 10" PE 4— EYE LTS 4— SH KLE RODS i6 INSTALL EW 60" SD TRUNK TO APPROX THI LOCATION, THEN STALL NEW WATER LINE. AFTER WATER ELOCATION IS C MPLETE, PROCEED WITH SD TRUNK INSTAL TION. 17 P UG EXISTING VALVE WITH 10" MJ PLUG. 1 SHACKLE ALL PIPES AND FITTINGS TO TAPPING VALVE TH FOUR 1" SHACKLE RODS. SEE CITY OF RENTON STANDA DETAIL 330.5. QAS —BUILT (AB) STORM DRAIN PIPE SLOPE & ELEVATION QTHRUST BLOCK AND 45 DEGREE ELBOW NOT NEEDED. ABLE TO RUN NEW 12"WATER FROM EXIST 12"TO VALVE WITH SLIGHT DEFLECTION IN JOINTS. ONLY 2 RODS HAD BEEN USED ON EXISTING 12"WATER, AND 2 —3/4"RODS USED ON NEW 12"WATER. 3Q 12" WATER ABLE TO BE LAID STRAIGHT. NO ELBOWS OR THRUST BLOCKING NEEDED. NO SHACKLE RODS USED. CDF USED FOR BACKFILL UNDER 12". 4Q EXIST 10" WATER WAS ABOVE NEW 60"SD. RELOCATION NOT NEEDED. QLOCATION OF NEW 12" ISOLATION VALVE ADJUSTED DURING CONSTRUCTION, SEE DWG C-5 FOR APPROXIMATE NEW LOCATION. 6Q 6 — 3/4"SHACKLE RODS WERE USED INSTEAD OF 1"SHACKLE RODS. 2 1 0 2 4 Scale Feet AS -BUILT 5 2.5 0 5 10 RECOMMENDED Scale Feet FOR APPROVAL BY _04L/s-� 10 5 0 10 20 1"=10' BY Scale Feet CITY OF SW 7th ST, POWELL AVE SW TO LIND AVE SW os/25/2018 RENTON STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 Planning/Building/Public Works Dept. WATER LINES RELOCATION DETAILS C 1 2 16 °F 20 ,mmmmmms BTM 12'•DI(N,C(NS)=76.5 III 5� Lo G IE 8"CONE)=16.5 C7 CL CHAN 60"CONC(E,W)T12.8 I / N (A ___ -- �D_DEE ------._-- a. _ --------------" -- _ _ _ _ - - .....MH1::....,. ... .................................. . ............. MH. GENERAL RESTORATION NOTES I I 12"PVO(W�=10.7 AbHNALI `"K61Nb r(I 20, SDMH 1, THE HATCHED AREA REPRESENTS THE CB RIM=20.88 H2O=1! IE 12'CMP(S)=17s IE 12"' LIMITS OF PAVEMENT RESTORATION. FOR N = I IE 12'CMP SW - SDMH RIM=2z.29 i' \ IE 12"' IE=17.24 - V a CHAN 6o'coNc(E,w)=1z.a - _ / cMP PAVEMENT DEPTH AND INFORMATION, SEE ssMH�IM=CL CHAN / -� Y;\ °F-1■ CROSS SECTIONS ON DWG C15. WITHIN fF I o 11 c L----- -- ---2-- "DE - 2"D '8•'PVC(E.W)=14.9 r^y '"�/� L gON■ THIS PAVEMENT RESTORATION AREA, 2-------- __---z+--- - - 4/ W 1 _ _ - - scol 3)3"DEC (3)4"DE CONTRACTOR SHALL RESTORE ALL / / /I m O PAVEMENT MARKINGS DISTURBED DURING _ 18 FIFV ` --__ i---__�/ / IRR C_-__-- 0 8'DEC CB RIM=21.0e--------_�. - - T' - - - = - J s \� _ CONSTRUCTION, INCLUDING STOP BARS, 22 ASPHALT - - - - -7 - /- \ �.- LANE MARKERS AND PAINT STRIPES, 66'-�^ _ / 12"DEC 15CDEc { r - -- ■ RAILROAD CROSSING MARKERS, o o UFo _ a°DEc - - _ _' 'S ss s CHANNELIZATION ARROWS, AND ANY OTHER 1-2 -DE CONC Dw>'' _ _ _ - _ CONC WALK s' EXISTING CHANNELIZATION MARKERS. STOP 2'Dec \ -oF -zz__ ? EMP Q -- BARS, RAILROAD CROSSING SYMBOLS, AND G CONC WALK u - _ - i G T u"DC o CROSSWALKS SHALL BE REPLACED WITH OJ THERMOPLASTIC MATERIALS. SEE CITY OF ... -- --- zz - - - - RENTON STD PLAN H001 FOR CENTERLINE ::. '::::::: ':::::::'......................................'.........:................................. PAVEMENT MARKERS AND STD PLAN H002 <.. ................ ......................................................................................................... . D(i................ ........... ].fl+5fl.....................:. .. C;:::.::::::.::::::'::.:..:.:..::::::.:::::.................................':: w FOR LANE PAVEMENT MARKERS PAVEMENT Lu .. ......... 12" '.'��.:o r::`:. _s 0 UFO -'d' ' rV 0DC uG DEC D P UP UFO CONC WALK UFO OF T o 8 CB RIM=20.6'0�1 IE 3•'HDPE(SW)=20.0 .J IE 6"CONC(NE)=18.8 Lu CPq zO 663-15.20MIC N= 75950 s s O VOL. 122, P. 98-101 `�� �\ E=tzs4791:23 EL V.=20.94 I 30' a 3G F.=1'.a - - 1 F rl a ) la I- 4"DE�D ■ I /I / F ASPHALT 6'DEC CONC DWY ASPHALT PARKING SSMH RIM=23.14 CL CHAN 6•'PVC(NE)=15.7 CL CHAN 8•'PVC(W)=15.7 a...................................................1 }.+(jfl............ o............................................................. :..::::::.:.. c.................. ........................ ... ................................................................................................................................ �........... ....... .................................................................................................... �,+SQ.....kN.7TM. ...... ............... .................... 2+(74................................ I }3+OU........................ ...................................... ! �t��rr........ REPLACEMENT AT GUTTER FACE SHALL BE ....... ...................... u ........... ........ ... ......... ....................... .......................... - ........ 1............................. ........... ..... ........ ..... ......43+5fl� w Z PER STD PLAN 103. .............. ....... ........................� ............ ............ ... .. tn............................. ................................................................................ ........................................................................................................................ ... ........................ ................................................. ................................1. J.. 2 2. UNLESS OTHERWISE SHOWN CONTRACTOR �_ ........................... ............................... .............................. w ............... .... ............... ................. ................ w ........................1.2.................................................. .......................,_.�._............... ............ ,........................................................................................................ .................................................... ........................................................................................... W. ............... ........................................., '. '.:.:::. ........................... ... ... ':::: ': '.:::.:::::::::::::::::: MH4::::::.:.:::.:.:::. ..... U SHALL RESTORE ROAD GRADE AND ROAD ................ ....... �..... ............ .-. .... ua ........... ............ ................................... ......................................:........-.,�.-�........................... _...........................:::.: w::::.:..................::.:.:::.:.:::.:.:::.:.:::.:. .-..4.................................................w........-�_..w ....................................................... ......... ............... .......................................................... ~ Q CROWN TO EXISTING ELEVATIONS. ........ ..... ..3.0................... ............ ........................................................... ............................................................. .......................................... _...................................................................... ......� ......... ".22 :.-._`._............................................ w ............................. ... ........... .............................................................................................................. ...................................................... ..... ...................................................... ■ T ...................................................................................................... 3. PAVEMENT RESTORATION AREAS MAY BE uc � uP UP UP CONC DWY ....................................:::::::..............:::::. INCREASED TO ADDRESS DAMAGED AREAS, f / ONO W�-UFO U,. uc ua °nl°ru<o uR CONIC DWY ' OR AREAS WITH INADEQUATE PAVEMENT, uro UFO - K oFo UFO P uc WHERE REQUIRED BY ENGINEER. CB RIM=21.01 CPq 19 663-15.19RC N uro uro uFOFo N uro uro E s'•coNc(Nw)=1e.9 N=17s1z1.97 I 1 °`o uro 4. THE SOUTH EASTBOUND LANE IS ASSUMED E=1294821.85 SSMH RIM=21.84 ELEV.=21.61 MH1 TO NEED RESTORATION (WITH 2" OVERLAY) CL CHAN 10"CONC(N,S)=16.8 =AALh} J8 rt} �} ���� ������d DUE TO DETERIORATION FROM BEING USED 2 ■ FOR CONSTRUCTION ACTIVITIES. CITY MAY PAFhK }\1TJ 2 � I ELECT TO REDUCE EXTENTS OF PAVEMENT VOL. 88, P. 80 REMOVAL AND OVERLAY ALONG THIS LANE DEPENDING ON THE EXTENT OF DAMAGES. PLAN 5. A TEMPORARY HOT PATCH SHALL BE PLACED OVER THE TRENCH EXCAVATION FROM STA 9+00 TO STA 13+65 TO ALLOW THE LANES TO BE REOPENED SCALE: 1"=20' TO TRAFFIC AS WORK PROCEEDS. ALSO SEE CONSTRUCTION NOTE 6 ON DWG C15. 6. FINAL ROADWAY RESTORATION SHALL OCCUR IN PHASES AS CONSTRUCTION r ASPHALT PARKING I PROCEEDS, PER SPECIAL PROVISION CB RIM=22.16 II I SECTION 5-06.9. 8.DRC IE 8"PVC(N)=19.3 ASPHALT PARKING CPq 18 o IE 8`CPEP(S)=19.3 E 1z"cPEP(E)=19.0 IE 1 SpcPEP(W)=18.9 a"Dec {� CB RIM=22.21 IE 8"CPEP(s)=19.7 IE 12"CPEP(W,NE)=19.5 663-1a.18MON N=175950 ELEV.=23.16 .46 � E=1295597.85 J I 4 , J � I b oPL Rc 1413 I ■ cPq 17 7. WHERE EXISTING PAVEMENT MARKINGS CROSS THE FULL WIDTH OF WESTBOUND LANES PAVEMENT MARKING RESTORATION _SDMH RIM=z2.67 - n-- _ ----- \-�- - CL CHAN - _-- - 12 EC p OLYMPIC PIPELINE CO. 663-14.17 N=ns949. r SHALL EXTEND ACROSS THE FULL WIDTH, '- 60"CONC(E,W)=12.8 -- _ _ _ _ UFO s"Dec P °F T P cPq 13 - - - - - - - - 4"DEC SSMH RIM=22.80 663-14.13MON U - - - - - 6'DEC - - - J - I E=1z9s64a. ELEv.=z3.z INCLUDING THE EXISTING LANE NOT RECEIVING OVERLAY. _ 3"DEC Ll _ 1 --_--- �� CL CHAN 8" 6DEC N=1 57 960.25 B�BEE - c---� - - - - -- CONC(E,S)=119- - - _ _-�129538? 24� DEC- - 10 DEC I ASPHALT �-0 p I ■ ■ -}- T ELEV.�23:y ASPHALT \ J T -, Fo �UEO- - _ - err COLO WALK JmIIIJmmIIIumIIIg 0 n m M r` N EL RIM-i3.56 CP# 12 \N -CONC(E,W)=14.6 663-14. 8.5 N=175898.52 E=1295690.76 ELEV.=23.33 I 30- 9254 VE MENT LLC N7H ST I■ � 1 12•coN I) ■ (NO PAINT) CONC WALK nFO I c �2"IL ASFIHALT IS 3 RIM=22.27 IE 6"CONC(NE)=19.5 .. . 30" Q� Ui ED Z PLAN I �� FROM STA 19+05 TO STA 24+2 LLJ SCALE: 1 "=20' ]BURIED FIBER OPTIC' F)SPHALT DWY w I II IS RIM=22.22 Cb Ir IE 6"CONC(NW)=19.3 '4�sS''� 30, SSMH RIM=23.08 IE 8"DI(NE)=16.2 CL CHAN 8"CONC(S,W)=15.4 o22 �A.SS Bi?69 TL# 182305-9251 PUGET SOUND ELECTRIL AP 550 SW 7TH ST ASPHALT PARKING ASPHALT PARKING PT1` -2s DOtpl 1 UFO UFO --24--- --- UFO UFO UFO UFO fD UFO -24- 4 VOL 83, P. 10 CB RIM=22.71 IE 6"CONC(S)=19.8 IE 6"CONC(SE)=19.7 IE 8'.CONC(E)=19.6 SDMH RIM=23.17 IE 8"PVC(N)=18.1 IE 12"PVCZNf�_17.7 \ IE 6"CONC(S)=17.7'24. IE 60"CONC(E)=13.4 \ IE 21"CMP(S)=13.63 \ 4"DEC W115 .. E- 4 STW IP OR AREAS WITH INADEQUATE PAVEMENT, C WHERE REQUIRED BY ENGINEER. L 4. THE SOUTH EASTBOUND LANE IS ASSUMED I TO NEED RESTORATION (WITH 2" OVERLAY) DUE TO DETERIORATION FROM BEING USED FOR CONSTRUCTION ACTIVITIES. CITY MAY I ELECT TO REDUCE EXTENTS OF PAVEMENT REMOVAL AND OVERLAY ALONG THIS LANE DEPENDING ON THE EXTENT OF DAMAGES. ' 5. A TEMPORARY HOT PATCH SHALL BE PLACED OVER THE TRENCH EXCAVATION TO ALLOW THE LANES TO BE REOPENED TO TRAFFIC AS WORK PROCEEDS. ALSO SEE CONSTRUCTION NOTE 6 ON DWG C15. 6. FINAL ROADWAY RESTORATION SHALL OCCUR IN PHASES AS CONSTRUCTION PROCEEDS, PER SPECIAL PROVISION SECTION 5-06.9. 7. WHERE EXISTING PAVEMENT MARKINGS CROSS THE FULL WIDTH OF WESTBOUND LANES, PAVEMENT MARKING RESTORATION SHALL EXTEND ACROSS THE FULL WIDTH, INCLUDING THE EXISTING LANE NOT RECEIVING OVERLAY. CONSTRUCTION NOTES CONTRACTOR TO PROVIDE NEW THERMOPLASTIC CROSSWALK PER CITY 29+50- OF RENTON STD PLAN 127. / / W- i UFQ� UFQF , FB 8 LF8 dip uGo uF0 IE 6"CONC(NE)=21.2 �p i UFO UFO UFo T 0 U USP ■ I � s CB F I 6 SSMH R 682 LIJ - 5 A IE 1: CL CHAN 8'CONC(N,S)=19.2 P ■ CP# 10 uN lFLi9a 9)89,y 9 CB RIM=22.86 ■ 663-14.101. I N=175910.28 p N '.� s IE 6"CONC(W)=21.0 E=1296673.65 ELEV.=22.67 0 De RIM=22.74 3 AS -BUILT JJo IE 6"CONC(N)=20.8 -2.1 PLAN I I FROM STA 24+25 TO STA 29+50 RECOMMENDED SCALE: 1"=20' FOR APPROVAL 20 10 0 20 40 1"=20' BY E)pa Scale Feet BY S. GI ,yl WA��s,7�Gt'� F, once o w PAGE AS NOTED "ro""" CITY OF SW 7th ST, POWELL AVE SW TO LIND AVE SW 09/25/2018 Louis Berger , �" JF/JE/RL DATUM "� STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 AS -BUILT REVISIONS MSG 9/22/26 8 MSG "": AEG RENTONN. FcrsT���`` BID SET MSG 4/18/2016 MSG a "�W�NC14 'IONA1. �'`' �'. .E°jV 11 n��°"a �. Planning/Building/Public Works Dept. ROADWAY RESTORATION PLAN, SHEET 2 OF 2 4/18/1 520 Pike St, Ste 1005, Seattle, WA 98101 -206.453.1043 NO. REVISION BY DATE APPR -D.1st, E1. 18 0' 20 pimmmmmmIR 0 LO m M 1` N a HMA OVERLAY. SEE DWGS C13 AND C14 FOR EXTENTS TRENCH PATCH AREA AND BEYOND SHALL HAVE 2" DEPTH GRINDING PRIOR TO OVERLAY MAX PAY LIMIT FOR TRENCH PERMANENT PATCH MAX DISTURBED ROAD SUBGRADE AREA WITHIN ROADWAY ALLOWED FOR TRENCH WORK 6" HMA CLASS 1/2" 2" OVERLAY 1 F HMA CLASS 1/2" r 6" CSTC EXISTING PAVEMENT) — — — t _ _ _ SAWCUT EXISTING PAVEMENT SAWCUT 2' _0" — — - 2'-0" 1'-0" MAX - — MAX - _ - SUBGRADE SELECT IMPORTED TRENCH BACKFILL IN — — — — ACCORDANCE WITH STANDARD - - - - — - - - SPECIFICATIONS SECTION 9-03.14(1) PIPE ZONE BEDDING MIN ABOVE PIPE O2 CONSTRUCTION GEOTEXTILE �( FOR SEPARATION WHERE REQUIRED BY ENGINEER J� GRAVEL BACKFILL FOR PIPE ZONE BEDDING IN ACCORDANCE J WITH STANDARD SPECIFICATION TRENCH WIDTH = PIPE ID + 30" (15" DIA PIPES AND SMALLER) 1. 5 x PIPE ID + 18" (18" DIA PIPES AND LARGER) L TRENCH WIDTH PAY LIMIT SECTION TRENCH SECTION AND PAVEMENT PATCH SCALE: 1 /2"= l'-0" SECTION 9-03.12(3) PIPE ZONE BEDDING 1' MIN ABOVE PIPE 4 CONSTRUCTION NOTES O1 SEE PAVEMENT OVERLAY EXTENTS AND REQUIREMENTS ON DWGS C13 AND C14. O2 CONTRACTOR SHALL INSTALL A GEOTEXTILE FABRIC OVER THE NATIVE SOILS AND UNDER THE PIPE ZONE BEDDING IN AREAS WHERE THE SUBGRADE SOILS IN THE TRENCH EXCAVATION CONSIST OF FINE—GRAINED SOILS SUCH AS SILT, CLAY, OR ORGANIC RICH SOILS, AS DIRECTED BY THE ENGINEER. O3 BACKFILL BETWEEN THE (2) 36" PIPES WITH CDF FROM THE BOTTOM OF THE PIPES TO THE TOP OF THE PIPES. THIS MAY REQUIRE THE PIPE BEDDING TO BE PLACED IN TWO LIFTS: FIRST LIFT BELOW THE SPRINGLINE AND SECOND LIFT ABOVE THE SPRINGLINE. ® REMOVE APPROXIMATELY 12" OF UNSUITABLE FOUNDATION MATERIAL AND REPLACE WITH NEW MATERIAL WHERE REQUIRED BY ENGINEER. UNLESS OTHERWISE DIRECTED BY ENGINEER NEW MATERIAL SHALL BE QUARRY SPALLS. O5 FULL DEPTH ASPHALT PATCH AND 2" OVERLAY AREAS MAY BE INCREASED TO ADDRESS DAMAGED AREAS, OR AREAS WITH INADEQUATE PAVEMENTS, WHERE REQUIRED BY ENGINEER. OTHERWISE CONTRACTOR TO BE HELD TO MAXIMUM PAY LIMIT FOR FULL DEPTH PATCH. 2 1 0 © UNLESS OTHERWISE DIRECTED BY ENGINEER, TEMPORARY PAVEMENT HOT PATCH SHALL BE 1/2"=1'-0" RESEMENSI Scale INSTALLED BY SAWCUTTING 12" BEYOND TRENCH, PLACING AND COMPACTING 6" CSTC, PLACING AND COMPACTING FULL 8" THICKNESS OF HMA CL 1/2" (IN LIFTS) TO GRADE. 3 1.5 0 1 "=3' ennn&I Scale Louis Berger �I TCRV���aFE4 �. 'ZONALG 520 Pike St, Ste 1005, Seattle, WA 98101 - 206.453.1043 23.15' EASTBOUND TRAVEL LANES RAISED LANE MARKER, TYP — �-M SAW CUT LINE __� —' 1 EX 12" WATER NEW 60" TRUNK O2 CONSTRUCTION GEOTEXTILE FOR SEPARATION WHERE REQUIRED BY ENGINEER RAISED LANE MARKER, TYP TRENCH � SW 7TH ST CL VARIES 23.15' WESTBOUND TRAVEL LANES SAW CUT LINE SELECT IMPORTED TRENCH BACKFILL IN ACCORDANCE WITH STANDARD SPECIFICATIONS SECTION 9-03.14(1) EX 12" SEWER GRAVEL BACKFILL FOR PIPE ZONE BEDDING IN ACC WITH STANDARD SPECIFICATION SECTION 9-03.12(3) SECTION TYPICAL ROADWAY RESTORATION ON SW 7TH ST — LOOKING WEST SCALE: 1"=3' TRENCH � SW 7TH ST 23' EASTBOUL TRAVEL LANES 23' WESTBOUND, TRAVEL LANES SAW CUT LINE EX 12" WATER 2-36" STEEL PIPES O2 CONSTRUCTION GEOTEXTILE FOR SEPARATION WHERE REQUIRED BY ENGINEER SAW CUT LINE EX 60" SD ALL - SELECT IMPORTED TRENCH BACKFILL IN ACCORDANCE WITH STANDARD SPECIFICATIONS SECTION 9-03.14(1) 11.25' to 11.9' — — - - 0.5' EX 12" SEWER 1-.61 1 1� NOTE: OTHER DUAL 36" SO PIPE INSTALLATIONS SHALL HAVE SIMILAR O3 CDF GRAVEL BACKFILL FOR PIPE ZONE BEDDING IN ACCORDANCE CROSS —SECTIONS TO STA 18+00. HORIZONTAL SEPARATION FOR 36" PPP PIPE SHALL BE 0.5'. WITH STANDARD SPECIFICATION SECTION 9-03.12(3) SECTION DUAL 36" STEEL SD — STA 18+00 — LOOKING WEST 2 4 SCALE: 1"=3' sommommommill Feet 3 6 Feet PACB AS NOTED °°ro'""'i'"°� �� CITY OF rcs11F/JE/RL JILT REVISIONS MSG 9/22/2018 MSG ABG RENTON BID SET MSG 4/18/2016 MSG �� DATUM zED'N Planning/Building/Public Works Dept. REVISION BY I DATE I APPR� EX 60" SD AS -BUILT RECOMMENDED FOR APPROVAL BY SW 7th ST, POWELL AVE SW TO LIND AVE SW 79/25/2018 STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 —" ROADWAY RESTORATION DETAILS C 15 19 20 ,mmmmmmic