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Home My WebLink AboutCAG-24-105 - Bid Manual Volume 2 (Plans) City of Renton Public Works Department Contract Documents for Sanitary Sewer Replacement Project Phase 1 CAG-24-105 ______________________________________________________________________________ VOLUME 2: CONSTRUCTION PLANS CITY OF RENTON MAY 2024 VOLUME 2 OF 2 LOCATION MAPS VICINITY MAP SEWER REPLACEMENT PROJECT PHASE 1 ® SITE 1 SITE 2 SITE 3 SITE 6 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 5/ 2 3 / 2 0 2 4 4 : 4 6 : 0 5 P M P l o t D a t e : AMW KCS CCT G001 1 GENERALCOVER SHEET 20119200G001.dwg SA d a m s 201192-100000 SITE 1 KIRKLAND AVE NE & NE 16TH ST SITE 2 3400 NE 4TH ST SITE 6 NW 7TH ST AND TAYLOR AVE NW SITE 3 NE 7TH PL PROJECT LOCATION PROJECT LOCATION PROJECT LOCATION PROJECT LOCATION DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO. REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 ONE INCH HORIZONTAL: NAD 1983/1991 Planning/Building/Public Works Dept. CITY OFRENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON PUBLIC WORKS DEPARTMENT SEWER REPLACEMENT PHASE 1AS NOTED MAY 2024 22 N/A N/AISSUED FOR BID N/A EJW 57846 NOTE:SITES 4, 5, AND 7 INCLUDED IN PHASE 2 WWP-27-4078 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2024.05.31 16:48:42-07'00' DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO. REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 ONE INCH HORIZONTAL: NAD 1983/1991 Planning/Building/Public Works Dept. CITY OFRENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON PUBLIC WORKS DEPARTMENT SEWER REPLACEMENT PHASE 1AS NOTED MAY 2024 22 N/A N/AISSUED FOR BID N/A EJW ® 57846 SITE 6: ESC003, C005, C008, CT004 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 5/ 2 3 / 2 0 2 4 4 : 4 3 : 0 8 P M P l o t D a t e : AMW KCS CCT G002 2 GENERALKEY MAP, DRAWING LIST,AND DESIGN CRITERIA 20119200G002.dwg dh a n n a s c h 201192-100000 1600'800'0 400' SCALE: 1" = 800' SITE 1: ESC002, C002, C006, CT001 NE 3RD S T NE 4TH ST SU N S E T B L V D N E N 8TH ST LO G A N A V E N E SU N S E T B L V D N E N 4TH ST PA R K A V E N R A I N I E R A V E N AIRPORT WAY R A I N I E R A V E S NE 16 T H S T KI R K L A N D A V E N E MO N R O E A V E N E NE 6TH ST NW 7TH ST ST E V E N S A V E N W N 7T H S T UN I O N A V E N E NE 12TH STAB E R D E E N A V E N E ED M O N D S A V E N E SHEET TITLE GENERAL 1 G001 COVER SHEET 2 G002 KEY MAP, DRAWING LIST AND DESIGN CRITERIA 3 G003 GENERAL NOTES, LEGENDS AND ABBREVIATIONS 4 G004 SURVEY NOTES AND CONTROL EROSION AND SEDIMENT CONTROL AND DEMOLITION 5 ESC001 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 6 ESC002 EROSION CONTROL DEMOLITION PLAN SITES 1 AND 2 7 ESC003 EROSION CONTROL DEMOLITION PLAN SITES 3 AND 6 CIVIL 8 C001 GENERAL CIVIL NOTES, LEGEND, AND SYMBOLS 9 C002 PLAN AND PROFILE SITE 1 10 C003 PLAN AND PROFILE SITE 2 11 C004 PLAN AND PROFILE SITE 3 12 C009 CIVIL DETAILS 1 13 C010 CIVIL DETAILS 2 TRAFFIC CONTROL PLAN SHEET NO. DRAWING NO. C005 PLAN AND PROFILE SITE 6 C006 GRADING PLAN SITE 1 AND SITE 2 14 C007 GRADING PLAN SITE 3 15 C008 GRADING PLAN SITE 6 16 17 C011 CIVIL DETAILS 318 CT001 TRAFFIC CONTROL19 CT002 TRAFFIC CONTROL20 CT003 TRAFFIC CONTROL21 CT004 TRAFFIC CONTROL22 SITE 3: ESC003, C004, C007, CT003 NE 7TH PL SITE 2: ESC002, C003, C006, CT002 LOCATION MAP Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2024.05.31 16:48:24-07'00' DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO. REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 ONE INCH HORIZONTAL: NAD 1983/1991 Planning/Building/Public Works Dept. CITY OFRENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON PUBLIC WORKS DEPARTMENT SEWER REPLACEMENT PHASE 1AS NOTED MAY 2024 22 N/A N/AISSUED FOR BID N/A EJW ® 57846 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 5/ 3 0 / 2 0 2 4 6 : 4 4 : 0 7 P M P l o t D a t e : AMW KCS CCT G003 3 GENERALGENERAL NOTES, LEGEND,AND ABBREVIATIONS 20119200G003.dwg SA d a m s 201192-100000 AB ANCHOR BOLT ABC AGGREGATE BASE COURSE AC ASPHALTIC CONCRETE AFF ABOVE FINISHED FLOOR AHR ANCHOR ALM ALARM AL ALUMINUM APPROX APPROXIMATE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AUTO AUTOMATIC AVE AVENUE AVG AVERAGE @ AT BSP BLACK STEEL PIPE C CIVIL CA CONCRETE ANCHOR CB CATCH BASIN CHNL CHANNEL CITY CITY OF RENTON CJ CONSTRUCTION JOINT CL OR C CENTERLINE CLP CONTROL PANEL CLSM CONTROLLED LOW-STRENGTH MATERIAL CMP CORRUGATED METAL PIPE CND CONDUIT CO CLEANOUT COMP COMPACTED CONC CONCRETE CONN CONNECTION CONSTR CONSTRUCTION CONT CONTINUE (D) (OUS) OR CONTROL CP CONTROL POINT CPEP CORRUGATED POLYETHYLENE PIPE CPLG COUPLING CPP CORRUGATED HIGH DENSITY POLYETHYLENE PIPE CTWD COTTONWOOD CY CUBIC YARDS D DRAIN, DEPTH DBA DECIBELS ADJUSTED DBH DIAMETER BREAST HEIGHT DDES DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES DEG DEGREE DET DETAIL DIA OR Ø DIAMETER DIM DIMENSION DIP DUCTILE IRON PIPE DWG DRAWING DWN DOWN E EAST EA EACH EL ELEVATION ELEC ELECTRIC (AL) EMBED EMBEDMENT ENGR ENGINEER EOP EDGE OF PAVEMENT EQL EQUAL EQPT EQUIPMENT EX OR EXIST EXISTING FLG FLANGE FRP FIBERGLASS REINFORCED PLASTIC FT OR ' FOOT, FEET GIS GEOGRAPHIC INFORMATION SYSTEMS HDPE HIGH DENSITY POLYETHYLENE HOA HOMEOWNER'S ASSOCIATION HORZ OR HORIZ HORIZONTAL ID INSIDE DIAMETER OR INSIDE DIMENSION IE INVERT ELEVATION IN OR " INCH, INCHES INV INVERT KC OR K.C. KING COUNTY L LENGTH, LANDSCAPE LF LINEAR FEET MAX MAXIMUM MDD MAXIMUM DRY DENSITY MECH MECHANICAL MFRS MANUFACTURER'S MH MANHOLE, SANITARY MIN MINIMUM MISC MISCELLANEOUS MON MONUMENT N NORTH NE NORTH EAST NO OR # NUMBER NOM NOMINAL NTS NOT TO SCALE NW NORTHWEST O.C. ON CENTER OD OUTSIDE DIAMETER OHWM ORDINARY HIGH WATER MARK PL PROPERTY LINE, PLACE PNL PANEL POC POINT OF CURVATURE PSI POUND PER SQUARE INCH PVC POLYVINYL CHLORIDE PVMT PAVEMENT R OR RAD RADIUS RDCR REDUCER REF REFERENCE REINF REINFORCE (D) (ING) (MENT) REQD REQUIRED RWTR RECLAIMED WATER S SEWAGE OR SOUTH OR SLOPE SCV SWING CHECK VALVE SD STORM DRAIN SDMH STORM DRAIN MANHOLE SDR STANDARD DIMENSION RATIO SE SOUTHEAST SIM SIMILAR SPEC SPECIFICATION SS SANITARY SEWER, GRAVITY SSFM SANITARY SEWER FORCE MAIN SSMH SANITARY SEWER MANHOLE SST STAINLESS STEEL STA STATION STD STANDARD STL STEEL S/W SIDEWALK SW SOUTHWEST TDH TOTAL DYNAMIC HEAD TOC TOP OF CONCRETE TP-# TEST PIT NUMBER TYP TYPICAL V OR VLV VALVE VERT VERTICAL VLT VAULT VOL VOLUME W WEST, WIDTH, WATER W/ WITH WD WATER DISTRICT W/O WITHOUT WSDOT WASHINGTON STATE DEPARTMENT OF TRANPORTATION % PERCENT SECTION CUT TYPICAL DETAIL REFERENCE EXTERIOR ELEVATION VIEWS PHOTO LOCATION GRID BUBBLE PLAN/TITLE SECTION OR DETAIL TITLE W/ REFERENCE DETAIL CALL-OUT (ENLARGED) ARROW INDICATES POINT OF VIEW DRAWING REFERENCE ##X## PLAN NOT REFERENCED VIEW AREA DESIGNATOR (WHEN APPLICABLE) DISCIPLINE DESIGNATOR CONSECUTIVE SHEET NUMBER TYPICAL DETAIL TITLE SHEETS IN DETAIL MODIFICATION NOTE S = STANDARD J = JOB SPECIFIC R = REVISED N = NOTE TO TYPICAL DETAIL USER DATE CREATED (REVISED) ##X## 1 SEE INDICATED DRAWING VIEW DRAWING CUT ORIGINATION ALPHA = SECTION NUMERIC = DETAIL SCALE: FILE: PLAN DESCRIPTION FILE SCALEA VIEW TITLE A ##X## - = SHOWN ON SAME DRAWING ##X## = SEE INDICATED DRAWING VIEW SCALE: FILE: ELEVATIONC/1 ##X## SCALE FILE DESCRIPTION VIEW TITLE TYP ? TYPICAL DETAIL # # - ##X## A A 1 TYP SHT OF XX/XX/20XXXX LINE 3 LINE 2 S LINE 1? TYPICAL DETAIL # HATCH PATTERNSABBREVIATIONS DETAIL REFERENCESNOTES STAGING AREA CLSM TREAD PLATE AGGREGATE BASE COURSE (ABC) ASPHALT PAVING GRATING BEDROCK ASPHALT OVERLAY DRAIN ROCK GRAVEL RIPRAP EXISTING/ UNDISTURBED SOIL STRUCTURAL FILL OR BACKFILL STEEL LANDSCAPING OR (WITH AERIAL) SPAN GENERAL NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 2. UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE DRAWINGS, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SHALL APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS. 3. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. LIMITS OF TRENCHING LIMITS OF DEMOLITION LIMITS OF SIDEWALK RESTORATION LIMITS OF PROPOSED ROAD RESTORATION TRAFFIC CONTROL GENERAL NOTES: 1. THE CONTRACTOR SHALL PROVIDE PROTECTION AND DIRECTION OF TRAFFIC IN ACCORDANCE WITH MUTCD, THE CONTRACT DOCUMENTS, AND THE CITY OF RENTON TRAFFIC CONTROL PERMIT REQUIREMENTS. 2. THE CONTRACTOR SHALL OBTAIN A CITY OF RENTON TRAFFIC CONTROL PERMIT BY SUBMITTING TRAFFIC CONTROL PLANS FOR APPROVAL. 3. LIMIT TRAFFIC TO LOCAL ACCESS ONLY WITHIN THE WORK ZONE, PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES, LIMIT WORK ZONE TO 300 FEET AND REOPEN AT THE END OF THE DAY. 4. TEMPORARY TRAVEL LANES SHALL BE A MINIMUM OF 11 FEET. 5. THE CONTRACTOR SHALL COORDINATE LANE CLOSURES WITH EMERGENCY SERVICES AND PROVIDE ACCESS TO EMERGENCY VEHICLES AT ALL TIMES. 6. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS, GARBAGE, AND DELIVERY SERVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL FURNISH AND PLACE “NO PARKING” SIGNS WITHIN WORK ZONE IF REQUIRED FOR PIPE INSTALLATION. 8. THE CONTRACTOR SHALL PROVIDE TEMPORARY PEDESTRIAN AND BICYCLIST ROUTING AT WORK AREAS PER SECTION 1-09. KING COUNTY METRO NOTES: THE CONTRACTOR SHALL ABIDE TO THE FOLLOWING KING COUNTY (KC) METRO TRANSIT CONSTRUCTION COORDINATION: a. THE KC METRO TRANSIT CONSTRUCTION COORDINATOR WILL BE INVITED TO ALL PRE-CONSTRUCTION MEETINGS. THE CONSTRUCTION COORDINATOR: A.LOREN COOK - SOUTH CONSTRUCTION COORDINATOR, 206-477-1140, CONSTRUCTION.COORD@KINGCOUNTY.GOV b. IN THE EVENT OF LANE RESTRICTIONS OR LANE SHIFTS, 11-FOOT LANES MUST BE PROVIDED FOR BUSES. c. THE CONTRACTOR IS REQUIRED TO PROVIDE A MINIMUM OF 5 BUSINESS DAYS NOTICE TO CLOSE/RELOCATE A BUS STOP. THE CONTRACTOR TO PROVIDE T-39 NO PARKS WITH PERMITS FOR A TEMPORARY STOP LOCATION. d. THE CONTRACTOR IS REQUIRED TO PROVIDE A MINIMUM OF 10 BUSINESS DAYS NOTICE FOR ROAD CLOSURES AND LANE RESTRICTIONS. e. CONTRACTOR SHALL COMPLETE AND SUBMIT THE CONSTRUCTION INFORMATION CENTER BUS STOP/ROUTE IMPACT FORM AND APPROVED TRAFFIC CONTROL PLANS. THE FORM IS IN THE SPECIFICATIONS AS ATTACHMENT A. CEMENT CONCRETE TRAFFIC CURB AND GUTTER Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2024.05.31 16:38:12-07'00' 3000 NE 16TH ST 1708 KIRKLAND AVE NE 1508 KIRKLAND AVE NE 1518 KIRKLAND AVE NE 1521 KIRKLAND AVE NE 1515 KIRKLAND AVE NE 3009 NE 16TH ST N E 1 6 T H S T KIRKLAND AVE NE 3418 NE 6TH PL 3424 NE 6TH PL 3425 NE 6TH PL 3430 NE 6TH PL 3501 NE 6TH PL 3507 NE 6TH PL 3513 NE 6TH PL 3521 NE 6TH PL 3407 NE 7TH PL 3512 NE 7TH PL 3506 NE 7TH PL 3425 NE 7TH PL 3500 NE 7TH PL 3430 NE 7TH PL 3424 NE 7TH PL 3418 NE 7TH PL NE 7TH PL NE 7 T H P L NE 7 T H P L 408 NE 4TH ST 3401 NE 4TH ST 3408 NE 4TH ST NE 4 T H S T 8908 S 122ND ST 8820 S 122ND ST 8816 S 122ND ST 8918 S 122ND ST 211 NW 7TH ST 217 NW 7TH ST 665 TAYLOR AVE NW 658 TAYLOR AVE NW 664 TAYLOR AVE NW 670 TAYLOR AVE NW 676 TAYLOR AVE NW NE 7TH ST TA Y L O R A V E N W 80'40'0 20' SCALE: 1" = 40' SITE SCALE SITE 1 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 5/ 2 3 / 2 0 2 4 4 : 5 2 : 3 5 P M P l o t D a t e : AMW KCS CCT G004 4 GENERALSURVEY NOTES AND CONTROL POINTS 20119200G004.dwg SA d a m s 201192-100000 GENERAL NOTES: 1. THE PURPOSE OF THIS TOPOGRAPHIC SURVEY IS FOR CIVIL ENGINEERING DESIGN. THIS IS NOT A BOUNDARY SURVEY. SOURCES OF BOUNDARY INFORMATION AS SHOWN INCLUDE FIELD-TIED MONUMENTATION, PLATS, COUNTY RECORDS OF SURVEY, AND AUDITOR INDEXING INFORMATION 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS-BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. 3. FIELD SURVEY: KPG, AUGUST/SEPTEMBER, 2022. LICENSEE MICHAEL R. BOWEN, P.L.S. NO. 29294/RONALD D. REICHEL, P.L.S. NO. 38015. 4. CONTOUR INTERVAL = 1 FOOT, ±0.5 FOOT PER NATIONAL MAPPING STANDARDS. CONTOURS DERIVED FROM DIRECT FIELD OBSERVATIONS. 5. STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM CENTER OF LID TO CENTER OF LID. 6. THE LOCATIONS AND DIMENSIONS OF UNDERGROUND VAULTS HAVE NOT BEEN VERIFIED AND ARE APPROXIMATE. HORIZONTAL AND VERTICAL DATUM: HORIZONTAL DATUM: NAD 83/11, NORTH ZONE VERTICAL DATUM: NAVD 88 HORIZONTAL AND VERTICAL DATUMS ESTABLISHED BY [RTK GPS OBSERVATION UTILIZING WSRN (WASHINGTON STATE REFERENCE NETWORK) WITH CHECKS TO WSDOT CONTROL POINT GP17900-43 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO. REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 ONE INCH HORIZONTAL: NAD 1983/1991 Planning/Building/Public Works Dept. CITY OFRENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON PUBLIC WORKS DEPARTMENT SEWER REPLACEMENT PHASE 1AS NOTED MAY 2024 22 N/A N/AISSUED FOR BID N/A EJW ® 57846 SITE 3 SITE 6 SITE 2 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2024.05.31 16:37:22-07'00' DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO. REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 ONE INCH HORIZONTAL: NAD 1983/1991 Planning/Building/Public Works Dept. CITY OFRENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON PUBLIC WORKS DEPARTMENT SEWER REPLACEMENT PHASE 1AS NOTED MAY 2024 22 N/A N/AISSUED FOR BID N/A EJW ® 57846 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 5/ 2 3 / 2 0 2 4 1 0 : 2 8 : 5 8 P M P l o t D a t e : AMW KCS CCT ESC001 5 EROSION AND SEDIMENT CONTROLNOTES AND DETAILS 20119200ESC001.dwg LH a l l 201192-100000 EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST-PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 3. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK-OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 5. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON-SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 6. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 7. ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 8. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 9. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 10. 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. 11. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 12. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 13. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 14. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 15. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 16. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 17. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 18. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON-SITE BMPS (AMENDED SOILS, BIORETENT ION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 19. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 20. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT-LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES , AND ON-SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. EROSION SEDIMENT CONTROL AND DEMOLITION Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2024.05.31 16:37:56-07'00' 3000 NE 16TH ST 1708 KIRKLAND AVE NE 1508 KIRKLAND AVE NE 1518 KIRKLAND AVE NE 1521 KIRKLAND AVE NE 1515 KIRKLAND AVE NE 3009 NE 16TH ST N E 1 6 T H S T KIRKLAND AVE NE NE 1 5 T H S T 11+15.3610+00 11+00 NE 4 T H S T 350 MONROE AVE 19+52.62 20+00 11+15.36 11+00 19+52.62 20+00 2' - 0 " M A X DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO. REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 ONE INCH HORIZONTAL: NAD 1983/1991 Planning/Building/Public Works Dept. CITY OFRENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON PUBLIC WORKS DEPARTMENT SEWER REPLACEMENT PHASE 1AS NOTED MAY 2024 22 N/A N/AISSUED FOR BID N/A EJW ® 57846 20'10'0 5' SCALE: 1" = 10' FILE: SITE 2 PLAN PROJECT NO. LA S T S A V E D B Y : FILE NAME: 5/ 2 3 / 2 0 2 4 1 0 : 3 7 : 5 2 P M P l o t D a t e : AMW KCS CCT ESC002 6 EROSION CONTROLDEMOLITION PLAN SITES 1 AND 2 20119200ESC002.dwg SA d a m s 201192-100000 KEY NOTES: 1. INSTALL CATCH BASIN PROTECTION AS NOTED OR ON NEAREST DOWNSTREAM CB PER CITY STANDARD DETAIL 216.30 OR DETAIL 216.40 ON DRAWING ESC001. 2. INSTALL SILT FENCE PER CITY STANDARD DETAIL 214.00 ON DRAWING ESC001. GENERAL ESC NOTES: 1. ALL STOCKPILING REQUIRES PLASTIC COVER PER CITY STANDARD DETAIL 213.30 ON DRAWING ESC001. 2. CONTRACTOR TO PROVIDE PROTECTION TO ALL EXISTING UTILITIES THAT REMAIN. 3. SEE G002 FOR KEY MAP OF SITE LOCATIONS. 4. CONTRACTOR TO PRESERVE AND PROTECT ALL ASPHALT AND SURFACING TO REMAIN. X usanorth811.org FILE: SITE 1 PLAN 1 1 1 1 1 SCALE: FILE: SITE 1 ENLARGED PLAN SCALE: FILE: SITE 2 ENLARGED PLAN A - B - X DEMOLITION KEY NOTES: 1. LIMITS OF ASPHALT REMOVAL SHALL BE TWO FEET MAXIMUM FROM EDGE OF GUTTER AS SHOWN. 2. LIMITS OF ASPHALT SURFACING REMOVAL SHOWN. DISPOSE OFFSITE AT AN APPROPRIATE REFUSE LOCATION. 3. LIMITS OF CURB AND GUTTER REMOVAL SHOWN. DISPOSE OFFSITE AT AN APPROPRIATE REFUSE LOCATION. 4. REMOVE EXISTING SIDEWALK TO 2 FEET CLEAR OF TRENCH OR NEAREST JOINT, WHICHEVER IS GREATER. 5. REMOVE AND SALVAGE AND REUSE METRO BUS STOP SIGN. 6. REMOVE EXISTING PIPE WITHIN TRENCHING LIMITS PER SPECIAL PROVISIONS. 7. LIMITS OF LANDSCAPE GRADING. LANDSCAPE TO MATCH EXISTING AFTER GRADING. 1 1 3 4 2 1 80'40'0 20' SCALE: 1" = 40' EROSION SEDIMENT CONTROL AND DEMOLITION 1 80'40'0 20' SCALE: 1" = 40' 20'10'0 5' SCALE: 1" = 10' 2 A - 1" = 10' 20119200C010120119200C0101 B - 1" = 10' 20119200C0101 20119200C0101 5 3 4 2 LEGEND: LIMITS OF DEMOLITION LIMITS OF TRENCHING NEW SANITARY SEWER 6 1 7 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2024.05.31 16:37:35-07'00' 3425 NE 6TH PL 3501 NE 6TH PL 3507 NE 6TH PL 3513 NE 6TH PL 3525 NE 6TH PL 3521 NE 6TH PL 3430 NE 6TH PL 3424 NE 6TH PL 3418 NE 6TH PL 3425 NE 7TH PL 3419 NE 7TH PL 3413 NE 7TH PL 3400 NE 7TH PL 3406 NE 7TH PL 3412 NE 7TH PL 3418 NE 7TH PL 3424 NE 7TH PL 3430 NE 7TH PL 3500 NE 7TH PL 3407 NE 7TH PL 3506 NE 7TH PL 3512 NE 7TH PL NE 7 T H P L NE 7TH PL NE 6 T H P L NE 7 T H P L NE O L Y M P I A A V E NE 6 T H P L 8816 S 122ND ST 8820 S 122ND ST 8908 S 122ND ST 8918 S 122ND ST 676 TAYLOR AVE NW 670 TAYLOR AVE NW 664 TAYLOR AVE NW 658 TAYLOR AVE NW 661 TAYLOR AVE NW 665 TAYLOR AVE NW 211 NW 7TH ST 217 NW 7TH ST301 NW 7TH ST305 NW 7TH ST TA Y L O R A V E N W NW 7TH ST DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO. REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 ONE INCH HORIZONTAL: NAD 1983/1991 Planning/Building/Public Works Dept. CITY OFRENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON PUBLIC WORKS DEPARTMENT SEWER REPLACEMENT PHASE 1AS NOTED MAY 2024 22 N/A N/AISSUED FOR BID N/A EJW ® 57846 80'40'0 20' SCALE: 1" = 40' PROJECT NO. LA S T S A V E D B Y : FILE NAME: 5/ 3 0 / 2 0 2 4 5 : 5 6 : 1 7 P M P l o t D a t e : AMW KCS CCT ESC003 7 EROSION CONTROLDEMOLITION PLAN SITES 3 AND 6 20119200ESC003.dwg KS i m p s o n 201192-100000 usanorth811.org FILE: SITE 6 PLAN KEY NOTES: 1. INSTALL CATCH BASIN PROTECTION AS NOTED OR ON NEAREST DOWNSTREAM CB PER CITY STANDARD PLAN 216.30 OR DETAIL 216.40 ON DRAWING ESC001. 2. INSTALL SILT FENCE PER CITY STANDARD PLAN 214.00 ON DRAWING ESC001. GENERAL ESC NOTES: 1. ALL STOCKPILING REQUIRES PLASTIC COVER PER CITY STANDARD PLAN 213.30 ON DRAWING ESC001. 2. CONTRACTOR TO PROVIDE PROTECTION TO ALL EXISTING UTILITIES THAT REMAIN. 3. SEE G002 FOR KEY MAP OF SITE LOCATIONS. 4. CONTRACTOR TO PRESERVE AND PROTECT ALL ASPHALT AND SURFACING TO REMAIN. X 1 1 2 FILE: SITE 3 PLAN 1 1 X DEMOLITION KEY NOTES: 1. LIMITS OF ASPHALT SURFACING REMOVAL SHOWN. DISPOSE OFFSITE AT AN APPROPRIATE REFUSE LOCATION. 2. LIMITS OF MANHOLE AND PIPE TRENCH SHOWN PER CITY OF RENTON STANDARD PLAN 110 AND 220.20 AND WSDOT SECTION 2-09.4. 3. PROTECT EXISTING STORMWATER PIPE. 4. PROTECT EXISTING WATER CONNECTION. 5. PROTECT EXISTING SEWER LATERAL FOR RECONNECTION TO NEW SEWER MAIN. 6. REMOVE EXISTING PIPE WITHIN TRENCHING LIMITS PER SPECIAL PROVISIONS. 7. PROTECT EXISTING GAS PIPE. 1 1 1 1 2 EROSION SEDIMENT CONTROL AND DEMOLITION 1 CO126 80'40'0 20' SCALE: 1" = 40' 21 1 20119200C0101 20119200C0101 1 2 1 3 4 3 5 5 5 3 4 5 5 4 EX 4" W (ABAN) EX 8" W EX 4" W EX 4" W (ABAN) EX 3" W (ABAN) LEGEND: LIMITS OF DEMOLITION LIMITS OF TRENCHING 5 6 6 6 5 5 7 7 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2024.05.31 16:47:42-07'00' DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO. REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 ONE INCH HORIZONTAL: NAD 1983/1991 Planning/Building/Public Works Dept. CITY OFRENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON PUBLIC WORKS DEPARTMENT SEWER REPLACEMENT PHASE 1AS NOTED MAY 2024 22 N/A N/AISSUED FOR BID N/A EJW ® 57846 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 5/ 2 3 / 2 0 2 4 5 : 0 5 : 4 0 P M P l o t D a t e : AMW KCS CCT C001 8 CIVILGENERAL CIVIL NOTES,LEGEND, AND SYMBOLS 20119200C001.dwg LH a l l 201192-100000 CONTROL POINT EXISTING MONUMENT EXISTING CONTROL POINT SYMBOL DESCRIPTION FLOW/SLOPE DIRECTION MANHOLE (PROFILE) MANHOLE (PLAN) PULL BOX POWER TOWER SYMBOL DESCRIPTION ROCK WALL HEADWALL CABLE TV UTILITY POLE UTILITY POLE GUY WIRE GUARD POST P CTV PH SHRUB/HEDGE TREE T TELEPHONE PEDESTAL CO CLEANOUT LIGHT PP POWER POLE SIGN/SIGN POST ELECTRICAL MANHOLE AND PULL BOX GATE FIRE HYDRANT CATCH BASIN E POTHOLE POTHOLE NUMBER M METER BOX NOTE: ALL SYMBOLS SHOWN AS NEW. EXISTING SYMBOLS ARE SCREENED. DESCRIPTIONSYMBOL REVISION DELTA SCALE KEY NOTE BREAK LINE ELEVATION TOC XXXX.XX EXISTING ELEVATION PIPE BREAK PLAN VIEW PIPE BREAK CROSS SECTION PIPE CONTINUATION (SINGLE LINE) BRACKET EX TOW XXXX.X± UNDERGROUND/ OVERHEAD WARNING (STATE/REGION SPECIFIC) NORTH ARROW/ PLANT NORTH EQUIPMENT/DEVICE KEY TAG PIPE TAG * FUTURE PIPING (WHERE APPLICABLE)FUTURE *FOR EXISTING PIPING SHOW AS EX SIZE FLOW STREAM BURIED VALVE PIPE CAP OR CONNECTION CHECK VALVE FLANGE PLUG VALVE REDUCER AIR RELEASE VALVE BLOW OFF VALVE SERVICE CONNECTION HOSE BIBB / YARD HYDRANT BALL VALVE GATE VALVE BUTTERFLY VALVE PHX SOIL BORING LOCATIONS B-XX XX EQUIPMENT/DEVICE NUMBER 34 1 XXX-XX-XXX 40'20'0 10' SCALE: 1" = 20' 2 X" XXX PIPE SIZE FLOW STREAM 30.0° NO R T H TR U E PL A N T NO R T H usanorth811.org COORDINATES / ELEVATIONSYMBOLSNOTES COORDINATES SLOPE CALLOUT CONTROL POINT 2 1 X 1325.00 PT RADIUS ANG L E CLO C K W I S E PC EDGE OF PVMT OR OUTSIDE FACE OF CURB CXX SPOT ELEVATION EXISTING SPOT ELEVATION 2:1 XX N=XXXXXX.XX E=XXXXXX.XX N=1600000 E=1000000 2.0%S=0.0020 ROADWAY / PIPE CURVES ROADWAY / PIPE CURVE (SEE TABLE ON EACH PAVING AND GRADING OR CIVIL PIPING DWG WITH ROADWAY / PIPE CURVES.) LENGTH CURVE NUMBER RADIUS POINT XX XX.XX ANY SPECIFIC DESIGNATIONS NOTED WILL NEED TO REFER TO ABBREVIATIONS SANITARY SEWER NOTES: 1. ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS A SET OF APPROVED PLATES SQUALL BE KEPT ON-SITE AT ALL TIME DURING CONSTRUCTION. 2. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS. 3. A PRE-CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERM) TS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 FOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 4. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 5. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTC ERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. 6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19 \ 22 A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON-SITE AT ALL TIMES. 7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12-INCHES, A MAXIMUM DEPTH OF 18-INCHES, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). 8. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SDR 35, C900/C905, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY. 9. SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALK, BUILDING FOUNDATION, ETC.) UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH CITY STANDARD DETAIL 412. 10. OPEN-CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03 9(3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. 11. ALL PIPES AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS & SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF ON-SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL. 13. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. CLOSED CIRCUIT TELEVISION INSPECTION NOTES: 1. ALL NEWLY-INSTALLED AND NEWLY-REHABILITATED (PUBLIC AND PRIVATE) SANITARY SEWER AND STORM DRAIN MAIN LINES SHALL BE INSPECTED BY MEANS OF REMOTE CCTV. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY OF RENTON INSPECTOR ASSIGNED TO THE PROJECT PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS, AND/OR PAVEMENT. 2. THE CONTRACTOR SHALL PERFORM ALL CCTV INSPECTIONS IN ACCORDANCE WITH THE NATIONAL ASSOCIATION OF SEWER SERVICE COMPANIES (NASSCO) PIPELINE ASSESSMENT CERTIFICATION PROGRAM (PACP). 3. ALL CCTV OPERATORS SHALL HAVE CURRENT NASSCO PACP CERTIFICATION. 4. CCTV INSPECTIONS SHALL BE RECORDED IN A GRANITENET COMPATIBLE FORMAT DATABASE USING THE LATEST SOFTWARE VERSION AND SUBMITTED WITH ELECTRONIC LINKS BETWEEN THE DATA AND THE VIDEO ON AN EXTERNAL HDD, DVD, OR FLASH DRIVE. 5. ALL CCTV INSPECTION REPORTS SHALL BE WITHIN +/- TWO (2) FEET OF THE MEASURED LINEAR FOOTAGE BETWEEN MANHOLES ALONG THE EXISTING PIPELINE CENTERLINE FROM THE START OF PIPE TO END OF PIPE. 6. ALL OWNER AND PACP REQUIRED HEADER INFORMATION MUST BE FULLY AND ACCURATELY ENTERED ON ALL CCTV REPORTS. WORK NOT FOLLOWING THESE SPECIFICATIONS WILL BE REJECTED AND THE CONTRACTOR SHALL BE REQUIRED TO RE-CCTV THE WORK. 7. THE DOCUMENTATION OF THE WORK SHALL CONSIST OF PACP CCTV REPORTS, PACP DATABASE, LOGS, ELECTRONIC REPORTS, ETC. NOTING IMPORTANT FEATURES ENCOUNTERED DURING THE INSPECTION. THE SPEED OF TRAVEL SHALL BE SLOW ENOUGH TO INSPECT EACH PIPE JOINT, TEE CONNECTION, STRUCTURAL DETERIORATION, INFILTRATION AND INFLOW SOURCES, AND DEPOSITS, BUT SHOULD NOT, AT ANY TIME, BE FASTER THAN 30 FEET PER MINUTE, EXCEPT AS NOTED OTHERWISE IN THIS DOCUMENT. 8. THE CAMERA MUST BE CENTERED IN THE PIPE TO PROVIDE ACCURATE DISTANCE MEASUREMENTS TO PROVIDE LOCATIONS OF FEATURES IN THE SEWER AND THESE FOOTAGE MEASUREMENTS SHALL BE DISPLAYED AND DOCUMENTED ON THE VIDEO. ALL PACP OBSERVATIONS SHALL BE IDENTIFIED BY AUDIO AND ON A PACP LOG. ALL VIDEO MUST BE CONTINUOUSLY METERED FROM MANHOLE TO MANHOLE. ALL VIDEO RECORDING SHALL BE CONTINUOUS FROM STRUCTURE TO STRUCTURE WITH NO "PAUSING" OF THE VIDEO RECORDING DURING EACH PIPELINE INSPECTION. THE PIPE SHALL BE CLEANED PRIOR TO THE CCTV INSPECTION TO ENSURE ALL DEFECTS, FEATURE, AND OBSERVATIONS ARE SEEN AND LOGGED. 9. JUST PRIOR TO BEGINNING THE CCTV INSPECTION, WHILE THE CCTV CAMERA IS IN PLACE AND RECORDING, WATER (CONTAINING DYE) SHALL BE INTRODUCED INTO THE UPSTREAM MANHOLE OF EACH PIPE SEGMENT UNTIL IT IS OBSERVED AND RECORDED FLOWING PAST THE CAMERA'S FIELD OF VISION IN ITS ENTIRETY. 10. THE CCTV CAMERA SHALL HAVE A WATER-LEVEL MEASURING DEVICE (BALL, CYLINDER, ETC.) ATTACHED THAT HAS 1/4" MARKINGS TO SHOW THE DEPTH OF WATER IN THE PIPE DURING THE CCTV INSPECTION. 11. ALL MANHOLES SHALL BE CHANNEL D AND COATED PRIOR TO CCTV INSPECTION. 12. PER CITY OF RENTON SPECIFICATION 7-08.3(2)B, SEWER AND STORM DRAIN PIPELINE SHALL HAVE NO MORE THAN 1/2" OF PONDING TO BE CONSIDERED ACCEPTABLE. EX SEWER MAIN (PLAN) Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2024.05.31 16:47:25-07'00' N E 1 6 T H S T KIRKLAND AVE NE 11+15.36 10+00 11+00 EXISTING GRADE @ CL OF PIPELINE 356 360 365 370 375 380 356 360 365 370 375 380 9+60 10+00 11+00 11+40 ST A . 1 1 + 1 5 . 3 6 EX 4 8 " M H 5 9 9 0 IN V I N = 3 6 6 . 7 0 ( 1 2 " N ) RI M = 3 7 8 . 9 0 ST A . 1 0 + 0 0 EX 4 8 " M H 5 9 9 1 RI M = 3 8 0 . 3 1 IN V O U T = 3 6 9 . 4 0 ( 1 2 " S ) 105.4 LF EX 12" PV C @ S = 2 . 3 4 % REPLACE 10.0 LF 12" PVC @ S=2.34% EXISTING GRADE @ CL OF PIPELINE ST A . 9 + 9 6 . 5 2 CL N E 1 6 T H S T DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO. REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 ONE INCH HORIZONTAL: NAD 1983/1991 Planning/Building/Public Works Dept. CITY OFRENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON PUBLIC WORKS DEPARTMENT SEWER REPLACEMENT PHASE 1AS NOTED MAY 2024 22 N/A N/AISSUED FOR BID N/A EJW ® 57846 (HORIZ) 8'4'0 2' SCALE: 1" = 4' 40'20'0 10' SCALE: 1" = 20' (VERT) PROJECT NO. LA S T S A V E D B Y : FILE NAME: 5/ 3 1 / 2 0 2 4 3 : 3 7 : 5 4 P M P l o t D a t e : AMW KCS CCT C002 9 CIVILPLAN AND PROFILESITES 1 AND 2 20119200C002.dwg KS i m p s o n 201192-100000 KEY NOTES: 1. REPLACE 10 FEET OF PIPE WITH PVC PIPE PER STANDARD SPECIFICATION SECTIONS 7-17. 2. REPLACE EXISTING MANHOLE CONNECTION WITH AN INSIDE DROP CONNECTION PER CITY STANDARD PLAN 402.2 ON DRAWING C009. RECONSTRUCT MANHOLE MH5990 AS NECESSARY. 3. LIMITS OF SIDEWALK RESTORATION. REPLACE EXISTING DISTURBED SIDEWALK TO NEAREST JOINT PER CITY STANDARD PLAN 102 PER DRAWING C010. 4. LIMITS OF ASPHALT RESTORATION. 5. SALVAGE AND REPLACE EXISTING KING COUNTY METRO BUS SIGN. INSTALL NEW SIGN FOOTING PER DETAIL 6 ON DRAWING C012. 6. INSTALL NEW BUS ZONE PAINTING PER DETAIL 1 ON DRAWING C011. 7. LIMITS OF CURB AND GUTTER RESTORATION. REPLACE EXISTING DISTURBED CURB AND GUTTER TO NEAREST JOINT PER CITY STANDARD PLAN 103 PER DRAWING C010. 8. REPLACE EXISTING MANHOLE LID PER STANDARD PLAN 401.1. MANHOLE LID REQUIRED TO HAVE SLIP RESTISTANT COATING. CONTRACTOR TO SUBMIT FOR CITY REVIEW APPROVAL. GENERAL NOTES: 1. CONTRACT SHALL PROVIDE ACCESS TO PRIVATE DRIVEWAYS. PROVIDE 48-HOUR MINIMUM NOTICE TO AFFECTED RESIDENTS IF PRIVATE DRIVEWAY ACCESS WILL BE INTERRUPTED. 2. ALL REPLACED AND NEW PIPES SHALL BE AIR TESTED PER CITY STANDARD PLAN 410 ON DRAWING C009. 3. ALL REPLACED AND NEW PIPES SHALL BE CONSTRUCTED USING CITY STANDARD TYPICAL TRENCH PLAN 220.2 ON DRAWING C010 AND PIPE BEDDING PLAN 405 ON DRAWING C009. 4. ASPHALT REPLACEMENT WITHIN TRENCHING LIMITS SHALL FOLLOW CITY STANDARD PLAN 220.20 ON DRAWING C010. 5. ALL PAVEMENT SAWCUTTING SHALL FOLLOW CITY STANDARD PLAN 110.2 ON DRAWING C010. 6. SCHEMATIC TRAFFIC CONTROL FOR SITE 1 IS SHOWN IN THE TRAFFIC CONTROL DRAWINGS CT001. 7. SEE G002 FOR KEY MAP OF SITE LOCATIONS. 8. EXISTING SEWER MAIN SHALL BE REMOVED WITHIN TRENCH LIMITS. REMAINING EXISTING SEWER MAIN SHALL BE ABANDONED IN PLACE PER SPECIAL PROVISIONS. X usanorth811.org SITE 1 PLAN SITE 1 PROFILE 15 3 46 1708 KIRKLAND AVE NE KIRKLAND AVE NE 1518 KIRKLAND AVE NE 1508 KIRKLAND AVE NE 3009 NE 16TH ST 1521 KIRKLAND AVE NE 1515 KIRKLAND AVE NE3000 NE 16TH ST 7 4 2 FINISHED GRADE @ PIPE CENTERLINE 8 INSTALL NEW SECTION WITH COUPLING SLEEVE TO EXISTING PVC PIPE 4 4 LEGEND: HOT MIX ASPHALT CL. 12 IN. PG 58 H-22 CEMENT CONCRETE SIDEWALK SITE RESTORATION CEMENT CONCRETE CURB AND GUTTER NEW SS PIPE LANDSCAPE TO MATCH EXISTING AFTER GRADING Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2024.05.31 16:47:06-07'00' 19+52.62 20+00 320 325 330 335 340 345 350 320 325 330 335 340 345 350 19+20 20+00 20+50 ST A . 1 9 + 9 6 . 6 3 EX 4 8 " S S M H 1 2 5 1 IN V I N = 3 3 6 . 6 0 ( 8 " N ) RI M = 3 4 5 . 1 2 ST A . 1 9 + 5 5 . 2 3 EX 4 8 " S S M H 0 7 6 2 RI M = 3 4 4 . 5 3 IN V O U T = 3 3 7 . 5 0 ( 8 " S ) ST A . 1 9 + 7 4 . 8 7 48 " S S M H 2 - 1 IN V I N = 3 3 7 . 2 8 ( 8 " N ) IN V I N = 3 3 7 . 1 5 ( 8 " E ) RI M = 3 4 4 . 7 6 IN V O U T = 3 3 7 . 1 5 ( 8 " S ) DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO. REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 ONE INCH HORIZONTAL: NAD 1983/1991 Planning/Building/Public Works Dept. CITY OFRENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON PUBLIC WORKS DEPARTMENT SEWER REPLACEMENT PHASE 1AS NOTED MAY 2024 22 N/A N/AISSUED FOR BID N/A EJW ® 57846 (HORIZ) 8'4'0 2' SCALE: 1" = 4' 40'20'0 10' SCALE: 1" = 20' (VERT) SITE 2 PLAN PROJECT NO. LA S T S A V E D B Y : FILE NAME: 5/ 3 1 / 2 0 2 4 3 : 4 5 : 0 7 P M P l o t D a t e : AMW KCS CCT C003 10 CIVILPLAN AND PROFILESITE 2 20119200C003.dwg KS i m p s o n 201192-100000 KEY NOTES: 1. INSTALL NEW MANHOLE AT THE INTERSECTION OF EXISTING 8" CLAY PIPE AND 12" PVC PIPE, PER CITY STANDARD PLAN 400.1 AND 401.1 ON DRAWING C009. 2. LIMITS OF ASPHALT RESTORATION. 3. EXISTING 8" PVC HAS BEEN CAPPED AND ABANDONED. REMOVE EXISTING PIPE TO TRENCHING LIMITS AND RECAP. 4. DISTURBED PAVEMENT MARKERS SHALL BE REPLACED PER WSDOT STANDARD PLAN M-20.5-02 "LANE LINE". X 3 SSMH2-1 SITE 2 PROFILE 2 EXISTING GRADE @ PIPE CENTERLINE FINISHED GRADE @ PIPE CENTERLINE 1 350 MONROE AVE NE 3408 NE 4TH ST 408 MONROE AVE NE 4 T H S T 4 ss GENERAL NOTES: 1. CONTRACT SHALL PROVIDE ACCESS TO PRIVATE DRIVEWAYS. PROVIDE 48-HOUR MINIMUM NOTICE TO AFFECTED RESIDENTS IF PRIVATE DRIVEWAY ACCESS WILL BE INTERRUPTED. 2. ALL REPLACED AND NEW PIPES SHALL BE AIR TESTED PER CITY STANDARD PLAN 410 ON DRAWING C009. 3. ALL REPLACED AND NEW PIPES SHALL BE CONSTRUCTED USING CITY STANDARD TYPICAL TRENCH PLAN 220.2 ON DRAWING C010 AND PIPE BEDDING PLAN 405 ON DRAWING C009. 4. ASPHALT REPLACEMENT WITHIN TRENCHING LIMITS SHALL FOLLOW CITY STANDARD PLAN 220.20 ON DRAWING C010. 5. ALL PAVEMENT SAWCUTTING SHALL FOLLOW CITY STANDARD PLAN 110.2 ON DRAWING C010. 6. SCHEMATIC TRAFFIC CONTROL FOR SITE 2 IS SHOWN IN THE TRAFFIC CONTROL DRAWINGS CT002. 7. SEE G002 FOR KEY MAP OF SITE LOCATIONS. 8. EXISTING SEWER MAIN SHALL BE REMOVED WITHIN TRENCH LIMITS. REMAINING EXISTING SEWER MAIN SHALL BE ABANDONED IN PLACE PER SPECIAL PROVISIONS. usanorth811.org LEGEND: HOT MIX ASPHALT CL. 12 IN. PG 58 H-22 2-INCH GRIND AND OVERLAY NEW SS PIPE Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2024.05.31 16:46:50-07'00' 30+00 31+00 32+00 SS SS SS SS NE 7 T H P L NE 6 T H P L NE 7 T H P L NE 7TH PL 3501 NE 6TH PL 3507 NE 6TH PL 3513 NE 6TH PL 3525 NE 6TH PL 3521 NE 6TH PL 3430 NE 6TH PL 3424 NE 6TH PL 3418 NE 6TH PL 3425 NE 7TH PL 3419 NE 7TH PL 3413 NE 7TH PL 3400 NE 7TH PL 3406 NE 7TH PL 3412 NE 7TH PL 3418 NE 7TH PL 3424 NE 7TH PL 3430 NE 7TH PL 3500 NE 7TH PL 3407 NE 7TH PL 3506 NE 7TH PL 3512 NE 7TH PL 345 350 355 360 365 370 375 380 345 350 355 360 365 370 375 380 29+8030+00 31+00 32+00 33+00 ST A . 3 0 + 0 5 . 3 5 EX 4 8 " M H 8 9 0 3 IN V I N = 3 5 6 . 3 0 ( 8 " S E ) RI M = 3 7 3 . 3 8 ST A . 3 2 + 5 1 . 8 8 EX 4 8 " M H 0 9 7 6 RI M = 3 6 8 . 9 6 IN V O U T = 3 5 7 . 2 0 ( 8 " N W ) 246.5 LF 8" PVC @ S=0.37% EX 1 2 " C O N C S D IN V = 3 6 2 . 2 ± EX 6 " C O N C S D IN V = 3 6 6 . 7 ± ST A . 3 0 + 7 3 . 0 0 EX W L A T E R A L ST A . 3 1 + 9 1 . 0 0 EX G A S LA T E R A L IN V = 3 5 6 . 4 ± LA T E R A L IN V = 3 5 6 . 6 ± LA T E R A L IN V = 3 5 6 . 8 ± LA T E R A L IN V = 3 5 6 . 8 ± ST A . 3 0 + 7 9 . 1 6 EX G A S DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO. REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 ONE INCH HORIZONTAL: NAD 1983/1991 Planning/Building/Public Works Dept. CITY OFRENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON PUBLIC WORKS DEPARTMENT SEWER REPLACEMENT PHASE 1AS NOTED MAY 2024 22 N/A N/AISSUED FOR BID N/A EJW ® 57846 (HORIZ) 10'5'0 2.5' SCALE: 1" = 5' 80'40'0 20' SCALE: 1" = 40' (VERT) SITE 3 PLAN PROJECT NO. LA S T S A V E D B Y : FILE NAME: 5/ 3 1 / 2 0 2 4 3 : 4 9 : 0 0 P M P l o t D a t e : AMW KCS CCT C004 11 CIVILPLAN AND PROFILESITE 3 20119200C004.dwg KS i m p s o n 201192-100000 KEY NOTES: 1. REPLACE EXISTING 8" CONCRETE PIPE WITH 8" PVC PIPE PER STANDARD SPECIFICATION SECTION 7-17. 2. LIMITS OF ASPHALT RESTORATION. 3. RESET EXISTING MONUMENT IN CASE AFTER CONSTRUCTION. 4. RECONNECT EXISTING LATERAL CONNECTION AS REQUIRED TO CONNECT TO NEW SEWER MAIN PER CITY STANDARD PLAN 407 ON DRAWING C009. GENERAL NOTES: 1. CONTRACT SHALL PROVIDE ACCESS TO PRIVATE DRIVEWAYS. PROVIDE 48-HOUR MINIMUM NOTICE TO AFFECTED RESIDENTS IF PRIVATE DRIVEWAY ACCESS WILL BE INTERRUPTED. 2. ALL REPLACED AND NEW PIPES SHALL BE AIR TESTED PER CITY STANDARD PLAN 410 ON DRAWING C009. 3. ALL REPLACED AND NEW PIPES SHALL BE CONSTRUCTED USING CITY STANDARD TYPICAL TRENCH PLAN 220.2 ON DRAWING C010 AND PIPE BEDDING PLAN 405 ON DRAWING C009. 4. ASPHALT REPLACEMENT WITHIN TRENCHING LIMITS SHALL FOLLOW CITY STANDARD PLAN 220.20 ON DRAWING C010. 5. ALL PAVEMENT SAWCUTTING SHALL FOLLOW CITY STANDARD PLAN 110.2 ON DRAWING C010. 6. SCHEMATIC TRAFFIC CONTROL FOR SITE 3 IS SHOWN IN THE TRAFFIC CONTROL DRAWING CT003. 7. SEE G002 FOR KEY MAP OF SITE LOCATIONS. 8. EXISTING SEWER MAIN SHALL BE REMOVED WITHIN TRENCH LIMITS. REMAINING EXISTING SEWER MAIN SHALL BE ABANDONED IN PLACE PER SPECIAL PROVISIONS. X usanorth811.org SITE 3 PROFILE 1 2 FINISHED GRADE @ PIPE CENTERLINE 3 3 LEGEND: HOT MIX ASPHALT CL. 12 IN. PG 58 H-22 2-INCH GRIND AND OVERLAY NEW SS PIPEss 4 4 4 4 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2024.05.31 16:46:19-07'00' RECONNECT EXISTING LATERAL TO NEW SEWER M WITH A 6-INCH TEE. IF NECESSARY, CONNECT TO TH EXISTING LATERAL WITH COUPLING AND PROVIDE A BENDS, PIPE, AND FITTINGS TO MAKE A CONNECTIO THE NEW MAIN. BENDS LESS THAN 45° MAY BE USE 74 + 9 7 . 1 5 70+00 71+00 72+00 73+00 74 + 0 0 SS SS SS SS SS SS SS 8816 S 122ND ST 8820 S 122ND ST 8908 S 122ND ST 8918 S 122ND ST 676 TAYLOR AVE NW 670 TAYLOR AVE NW 664 TAYLOR AVE NW 658 TAYLOR AVE NW 661 TAYLOR AVE NW 665 TAYLOR AVE NW 211 NW 7TH ST 217 NW 7TH ST301 NW 7TH ST305 NW 7TH ST 90 95 100 105 110 115 120 125 130 135 140 90 95 100 105 110 115 120 125 130 135 140 69+8070+00 71+00 72+00 73+00 74+00 75+0075+20 ST A . 7 0 + 0 0 EX 4 8 " M H 0 5 8 0 RI M = 1 3 3 . 3 8 IN V O U T = 1 2 1 . 7 6 ( 8 " E ) 317.1 LF 8" PVC @ S= 2 . 5 3 % 3 1 7 . 1 L F 8 " P V C @ S = 2 . 5 3 % ST A . 7 4 + 9 0 . 7 4 EX C O 1 2 6 RI M = 1 1 7 . 5 8 IN V O U T = 1 1 4 . 6 2 ( 8 " N ) ST A . 7 3 + 1 7 . 0 9 EX 4 8 " M H 6 4 7 1 IN V I N = 1 1 3 . 7 5 ( 8 " S ) IN V I N = 1 1 3 . 7 5 ( 8 " W ) RI M = 1 2 4 . 7 2 IN V O U T = 1 1 3 . 6 5 ( 8 " E ) FINISHED GRADE @ CL OF PIPELINE 6" L A T E R A L IN V = 1 1 4 . 4 ± 6" L A T E R A L IN V = 1 1 4 . 3 ± 6" L A T E R A L IN V = 1 1 6 . 9 ± 6" L A T E R A L IN V = 1 2 0 . 4 ± 6" L A T E R A L IN V = 1 2 1 . 7 ± 173.7 LF 8" PVC @ S=0.50% EX 1 2 " S D C M P IN V = 1 2 2 . 6 ± EX 3 / 4 " L A T E R A L IN V = 1 1 8 . 7 ± EX 3 / 4 " L A T E R A L IN V = 1 1 8 . 8 ± EX 3 / 4 " L A T E R A L IN V = 1 1 5 . 9 ± EX 3 / 4 " L A T E R A L IN V = 1 1 5 . 8 ± DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO. REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 ONE INCH HORIZONTAL: NAD 1983/1991 Planning/Building/Public Works Dept. CITY OFRENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON PUBLIC WORKS DEPARTMENT SEWER REPLACEMENT PHASE 1AS NOTED MAY 2024 22 N/A N/AISSUED FOR BID N/A EJW ® 57846 (HORIZ) 20'10'0 5' SCALE: 1" = 10' 80'40'0 20' SCALE: 1" = 40' (VERT) PROJECT NO. LA S T S A V E D B Y : FILE NAME: 5/ 3 1 / 2 0 2 4 3 : 5 9 : 1 0 P M P l o t D a t e : AMW KCS CCT C005 12 CIVILPLAN AND PROFILESITE 6 20119200C005.dwg KS i m p s o n 201192-100000 KEY NOTES: 1.ABANDON IN PLACE PER CITY STANDARD PLAN 400.5 ON DRAWING C009. 2.INSTALL NEW 8" PVC SEWER PIPE PER STANDARD SPECIFICATION SECTION 7-17. 3.INSTALL INSIDE DROP CONNECTION PER CITY STANDARD PLAN 402.2 ON DRAWING C009. 4.INSTALL NEW 8" CLEANOUT PER CITY STANDARD PLAN 403.1 ON DRAWING C009. 5.RECONNECT EXISTING LATERAL TO NEW SEWER MAIN WITH A 6-INCH TEE. IF NECESSARY, CONNECT TO THE EXISTING LATERAL WITH COUPLING AND PROVIDE ALL BENDS, PIPE, AND FITTINGS TO MAKE A CONNECTION TO THE NEW MAIN. BENDS LESS THAN 45° MAY BE USED. 6.LIMITS OF ASPHALT RESTORATION. 7.CONTRACTOR SHALL RESTRICT STAIR ACCESS DURING CONSTRUCTION. 8.RESET EXISTING MONUMENT IN CASE AFTER CONSTRUCTION. 9.CONTRACTOR SHALL SUPPORT, PRESERVE, AND PROTECT EXISTING STORM DRAIN WITHIN TRENCHING LIMITS. 10.CONTRACTOR SHALL POTHOLE AND VERIFY EXISTING UTILITY PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER AND INSPECTOR OF ANY DISCREPANCIES. 11.CAP EXISTING MANHOLE CONNECTIONS AND MAINS AT THE TRENCH LIMITS. 12.ADJUST EXISTING CATCH BASIN TO GRADE AFTER ASPHALT REPAVEMENT. 13.REPLACE ASPHALT BERM TO LIKE EXISTING. GENERAL NOTES: 1. CONTRACT SHALL PROVIDE ACCESS TO PRIVATE DRIVEWAYS. PROVIDE 48-HOUR MINIMUM NOTICE TO AFFECTED RESIDENTS IF PRIVATE DRIVEWAY ACCESS WILL BE INTERRUPTED. 2. ALL REPLACED AND NEW PIPES SHALL BE AIR TESTED PER CITY STANDARD PLAN 410 ON DRAWING C009. 3. ALL REPLACED AND NEW PIPES SHALL BE CONSTRUCTED USING CITY STANDARD TYPICAL TRENCH PLAN 220.2 ON DRAWING C010 AND PIPE BEDDING PLAN 405 ON DRAWING C009. 4. ASPHALT REPLACEMENT WITHIN TRENCHING LIMITS SHALL FOLLOW CITY STANDARD PLAN 220.20 ON DRAWING C010. 5. ALL PAVEMENT SAWCUTTING SHALL FOLLOW CITY STANDARD PLAN 110.2 ON DRAWING C010. 6. SCHEMATIC TRAFFIC CONTROL FOR SITE 6 IS SHOWN IN THE TRAFFIC CONTROL DRAWING CT004. 7. SEE G002 FOR KEY MAP OF SITE LOCATIONS. 8. EXISTING SEWER MAIN SHALL BE REMOVED WITHIN TRENCH LIMITS. REMAINING EXISTING SEWER MAIN SHALL BE ABANDONED IN PLACE PER SPECIAL PROVISIONS. X usanorth811.org SITE 6 PLAN SITE 6 PROFILE 1 32 3 2 4 5 5 NW 7TH ST TA Y L O R A V E N W 6 NW 7TH ST TAYLOR AVE S 6 7 5 5 5 8 8 910 11 11 11 LEGEND: HOT MIX ASPHALT CL. 12 IN. PG 58 H-22 2-INCH GRIND OVERLAY NEW SS PIPEss 8 12 13 11 11 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2024.05.31 16:46:00-07'00' 105106 120 119 102 108109 103 104118107 110 111 121 101 201 202 203 204 19+52.62 20+00 GRADE CONTROL POINTS POINT 101 102 103 104 105 106 107 108 109 110 111 118 119 120 121 NORTHING 187803.66 187781.19 187803.56 187803.74 187784.50 187803.50 187825.18 187784.56 187825.10 187784.72 187784.69 187820.33 187820.25 187815.12 187815.30 EASTING 1307919.17 1307918.72 1307926.10 1307916.11 1307929.55 1307929.83 1307919.54 1307925.72 1307926.54 1307918.80 1307917.88 1307918.35 1307919.46 1307919.38 1307926.34 ELEVATION 379.10 378.96 379.03 379.49 378.53 378.72 379.45 378.83 379.29 378.99 379.27 379.45 379.37 379.27 379.17 DESCRIPTION PROP CONC WALK EX CONC WALK EX TOP OF CURB EX GRADE EX GRADE EX GRADE EX GRADE EX TOP OF CURB EX TOP OF CURB PROP CONC WALK EX GRADE EX GRADE EX GRADE PROP CONC WALK EX GRADE GRADE CONTROL POINTS POINT 201 202 203 204 NORTHING 181106.81 181107.02 181126.04 181126.26 EASTING 1309101.84 1309089.84 1309101.92 1309089.92 ELEVATION 345.22 345.15 344.29 344.24 DESCRIPTION EX GRADE EX GRADE EX FL EX FL DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO. REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 ONE INCH HORIZONTAL: NAD 1983/1991 Planning/Building/Public Works Dept. CITY OFRENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON PUBLIC WORKS DEPARTMENT SEWER REPLACEMENT PHASE 1AS NOTED MAY 2024 22 N/A N/AISSUED FOR BID N/A EJW ® 57846 20'10'0 5' SCALE: 1" = 10' PROJECT NO. LA S T S A V E D B Y : FILE NAME: 5/ 3 1 / 2 0 2 4 4 : 2 6 : 0 9 P M P l o t D a t e : AMW KCS CCT C006 13 CIVILGRADING PLANSITE 1 AND SITE 2 20119200C006.dwg KS i m p s o n 201192-100000 KEY NOTES: 1. LIMITS OF SIDEWALK RESTORATION. REPLACE EXISTING DISTURBED SIDEWALK TO NEAREST JOINT PER CITY STANDARD PLAN 102 PER DRAWING C010. 2. LIMITS OF ASPHALT RESTORATION. 3. LIMITS OF CURB AND GUTTER RESTORATION. REPLACE EXISTING DISTURBED CURB AND GUTTER TO NEAREST JOINT PER CITY STANDARD PLAN 103 ON DRAWING C010. GENERAL NOTES: 1. CONTRACT SHALL PROVIDE ACCESS TO PRIVATE DRIVEWAYS. PROVIDE 48-HOUR MINIMUM NOTICE TO AFFECTED RESIDENTS IF PRIVATE DRIVEWAY ACCESS WILL BE INTERRUPTED. 2. ALL REPLACED AND NEW PIPES SHALL BE AIR TESTED PER CITY STANDARD PLAN 410 ON DRAWING C009. 3. ALL REPLACED AND NEW PIPES SHALL BE CONSTRUCTED USING CITY STANDARD TYPICAL TRENCH PLAN 220.2 ON DRAWING C010 AND PIPE BEDDING PLAN 405 ON DRAWING C009. 4. ASPHALT REPLACEMENT WITHIN TRENCHING LIMITS SHALL FOLLOW CITY STANDARD PLAN 220.20 ON DRAWING C010. 5. ALL PAVEMENT SAWCUTTING SHALL FOLLOW CITY STANDARD PLAN 110.2 ON DRAWING C010. 6. SCHEMATIC TRAFFIC CONTROL FOR SITE 1 AND SITE 2 ARE SHOWN IN THE TRAFFIC CONTROL DRAWINGS CT001 AND CT002. 7. SEE G002 FOR KEY MAP OF SITE LOCATIONS. 8. EXISTING SEWER MAIN SHALL BE REMOVED WITHIN TRENCH LIMITS. REMAINING EXISTING SEWER MAIN SHALL BE ABANDONED IN PLACE PER SPECIAL PROVISIONS. X usanorth811.org SITE 1 ENLARGED PLAN SSMH2-1 1 2 2 KIRKLAND AVE NE 1518 KIRKLAND AVE NE 1508 KIRKLAND AVE NE 3009 NE 16TH ST 1521 KIRKLAND AVE NE SITE 2 ENLARGED PLAN 3408 NE 4TH ST 408 MONROE AVE NE 4 T H S T 2 LEGEND: HOT MIX ASPHALT CL. 12 IN. PG 58 H-22 2-INCH GRIND OVERLAY CEMENT CONCRETE SIDEWALK CEMENT CONCRETE CURB AND GUTTER SITE RESTORATION NEW SS PIPE MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE LANDSCAPE TO MATCH EXISTING AFTER GRADING, CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION FROM LANDSCAPING TO EDGE OF SIDEWALK Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2024.05.31 16:45:46-07'00' SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 301 302 303305 306 307 308 329 GRADE CONTROL POINTS POINT 301 302 303 305 306 307 308 329 NORTHING 182724.50 182714.33 182743.66 182905.23 182923.83 182946.38 182951.40 182766.70 EASTING 1309466.29 1309447.12 1309441.61 1309356.33 1309328.73 1309337.14 1309346.60 1309429.44 ELEVATION 368.91 368.29 368.52 373.61 372.48 372.99 373.34 368.94 DESCRIPTION EX CROWN EX FL EX FL EX FL EX FL EX GRADE EX CROWN EX FL DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO. REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 ONE INCH HORIZONTAL: NAD 1983/1991 Planning/Building/Public Works Dept. CITY OFRENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON PUBLIC WORKS DEPARTMENT SEWER REPLACEMENT PHASE 1AS NOTED MAY 2024 22 N/A N/AISSUED FOR BID N/A EJW ® 57846 20'10'0 5' SCALE: 1" = 10' SITE 3 ENLARGED PLAN PROJECT NO. LA S T S A V E D B Y : FILE NAME: 5/ 3 1 / 2 0 2 4 4 : 3 2 : 2 9 P M P l o t D a t e : AMW KCS CCT C007 14 CIVILGRADING PLANSITE 3 20119200C007.dwg KS i m p s o n 201192-100000 KEY NOTES: 1. CONTRACTOR TO MATCH EXISTING GRADE AT LIMITS OF ASPHALT RESTORATION. GENERAL NOTES: 1. CONTRACT SHALL PROVIDE ACCESS TO PRIVATE DRIVEWAYS. PROVIDE 48-HOUR MINIMUM NOTICE TO AFFECTED RESIDENTS IF PRIVATE DRIVEWAY ACCESS WILL BE INTERRUPTED. 2. ALL REPLACED AND NEW PIPES SHALL BE AIR TESTED PER CITY STANDARD PLAN 410 ON DRAWING C009. 3. ALL REPLACED AND NEW PIPES SHALL BE CONSTRUCTED USING CITY STANDARD TYPICAL TRENCH PLAN 220.2 ON DRAWING C010 AND PIPE BEDDING PLAN 405 ON DRAWING C009. 4. ASPHALT REPLACEMENT WITHIN TRENCHING LIMITS SHALL FOLLOW CITY STANDARD PLAN 220.20 ON DRAWING C010. 5. ALL PAVEMENT SAWCUTTING SHALL FOLLOW CITY STANDARD PLAN 110.2 ON DRAWING C010. 6. SCHEMATIC TRAFFIC CONTROL FOR SITE 3 IS SHOWN IN THE TRAFFIC CONTROL DRAWING CT003. 7. SEE G002 FOR KEY MAP OF SITE LOCATIONS. 8. EXISTING SEWER MAIN SHALL BE REMOVED WITHIN TRENCH LIMITS. REMAINING EXISTING SEWER MAIN SHALL BE ABANDONED IN PLACE PER SPECIAL PROVISIONS. X usanorth811.org 1 3430 NE 6TH PL3425 NE 6TH PL 3512 NE 7TH PL3506 NE 7TH PL 3500 NE 7TH PL NE 7TH PL 373 372 37 1 370 369 374 1 1 1 LEGEND: HOT MIX ASPHALT CL. 12 IN. PG 58 H-22 2-INCH GRIND AND OVERLAY NEW SS PIPEss Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2024.05.31 16:44:48-07'00' SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 601 602 603 604 605 606 629 GRADING CONTROL POINTS POINT 601 602 603 604 605 606 NORTHING 183133.71 183111.23 183098.42 183118.11 182927.07 182927.03 EASTING 1297318.89 1297317.87 1297633.79 1297649.50 1297619.38 1297640.03 ELEVATION 133.45 133.20 124.74 124.30 118.50 117.17 DESCRIPTION EX CROWN EX FL EX GRADE EX GRADE EX GRADE EX GRADE DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO. REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 ONE INCH HORIZONTAL: NAD 1983/1991 Planning/Building/Public Works Dept. CITY OFRENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON PUBLIC WORKS DEPARTMENT SEWER REPLACEMENT PHASE 1AS NOTED MAY 2024 22 N/A N/AISSUED FOR BID N/A EJW ® 57846 40'20'0 10' SCALE: 1" = 20' PROJECT NO. LA S T S A V E D B Y : FILE NAME: 5/ 3 1 / 2 0 2 4 4 : 3 6 : 4 9 P M P l o t D a t e : AMW KCS CCT C008 15 CIVILGRADING PLANSITE 6 20119200C008.dwg KS i m p s o n 201192-100000 KEY NOTES: 1. CONTRACTOR TO MATCH EXISTING GRADE AT LIMITS OF ASPHALT RESTORATION. 2. REPLACE EXISTING BERM IN KIND. GENERAL NOTES: 1. CONTRACT SHALL PROVIDE ACCESS TO PRIVATE DRIVEWAYS. PROVIDE 48-HOUR MINIMUM NOTICE TO AFFECTED RESIDENTS IF PRIVATE DRIVEWAY ACCESS WILL BE INTERRUPTED. 2. ALL REPLACED AND NEW PIPES SHALL BE AIR TESTED PER CITY STANDARD PLAN 410 ON DRAWING C009. 3. ALL REPLACED AND NEW PIPES SHALL BE CONSTRUCTED USING CITY STANDARD TYPICAL TRENCH PLAN 220.2 ON DRAWING C010 AND PIPE BEDDING PLAN 405 ON DRAWING C009. 4. ASPHALT REPLACEMENT WITHIN TRENCHING LIMITS SHALL FOLLOW CITY STANDARD PLAN 220.20 ON DRAWING C010. 5. ALL PAVEMENT SAWCUTTING SHALL FOLLOW CITY STANDARD PLAN 110.2 ON DRAWING C010. 6. SCHEMATIC TRAFFIC CONTROL FOR SITE 6 IS SHOWN IN THE TRAFFIC CONTROL DRAWING CT004. 7. SEE G002 FOR KEY MAP OF SITE LOCATIONS. 8. EXISTING SEWER MAIN SHALL BE REMOVED WITHIN TRENCH LIMITS. REMAINING EXISTING SEWER MAIN SHALL BE ABANDONED IN PLACE PER SPECIAL PROVISIONS. X usanorth811.org SITE 6 ENLARGED PLAN 1 NW 7TH ST TA Y L O R A V E N W 305 NW 7TH ST 8816 S 122ND ST 8820 S 122ND ST 8908 S 122ND ST 8918 S 122ND ST 301 NW 7TH ST 217 NW 7TH ST 211 NW 7TH ST 676 TAYLOR AVE NW 670 TAYLOR AVE NW 664 TAYLOR AVE NW 665 TAYLOR AVE NW 661 TAYLOR AVE NW 658 TAYLOR AVE NW 118 119 120 121 12 2 123 124 125126127128129130131132 133 1 1 1 1 1 1 2 LEGEND: HOT MIX ASPHALT CL. 12 IN. PG 58 H-22 2-INCH GRIND AND OVERLAY NEW SS PIPEss Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2024.05.31 16:44:24-07'00' DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO. REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 ONE INCH HORIZONTAL: NAD 1983/1991 Planning/Building/Public Works Dept. CITY OFRENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON PUBLIC WORKS DEPARTMENT SEWER REPLACEMENT PHASE 1AS NOTED MAY 2024 22 N/A N/AISSUED FOR BID N/A EJW ® 57846 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 5/ 3 1 / 2 0 2 4 9 : 2 4 : 3 3 A M P l o t D a t e : AMW KCS CCT C009 16 CIVILCIVIL DETAILS 1 20119200C009.dwg SA d a m s 201192-100000 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2024.05.31 16:44:08-07'00' DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO. REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 ONE INCH HORIZONTAL: NAD 1983/1991 Planning/Building/Public Works Dept. CITY OFRENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON PUBLIC WORKS DEPARTMENT SEWER REPLACEMENT PHASE 1AS NOTED MAY 2024 22 N/A N/AISSUED FOR BID N/A EJW ® 57846 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 5/ 2 3 / 2 0 2 4 9 : 5 3 : 1 1 P M P l o t D a t e : AMW KCS CCT C010 17 CIVILCIVIL DETAILS 2 20119200C010.dwg LH a l l 201192-100000 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2024.05.31 16:43:53-07'00' DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO. REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 ONE INCH HORIZONTAL: NAD 1983/1991 Planning/Building/Public Works Dept. CITY OFRENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON PUBLIC WORKS DEPARTMENT SEWER REPLACEMENT PHASE 1AS NOTED MAY 2024 22 N/A N/AISSUED FOR BID N/A EJW ® 57846 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 5/ 3 1 / 2 0 2 4 4 : 3 8 : 3 0 P M P l o t D a t e : AMW KCS CCT C011 18 CVILCIVIL DETAILS 3 20119200C011.dwg KS i m p s o n 201192-100000 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2024.05.31 16:42:30-07'00' DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO. REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 ONE INCH HORIZONTAL: NAD 1983/1991 Planning/Building/Public Works Dept. CITY OFRENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON PUBLIC WORKS DEPARTMENT SEWER REPLACEMENT PHASE 1AS NOTED MAY 2024 22 N/A N/AISSUED FOR BID N/A EJW ® 57846 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 5/ 2 3 / 2 0 2 4 9 : 5 8 : 0 6 P M P l o t D a t e : AMW KCS CCT CT001 19 CIVILTRAFFIC CONTROL 20119200CT001.dwg LH a l l 201192-100000 WORK AREA W20-1 48" 48"W21-5 48" 48" RURAL ROADS & URBAN ARTERIALS URBAN STREETS 25 MPH OR LESS 100' (2) 200' (2) 35 / 40 MPH 25 / 30 MPH 350' 25 30 35 40 45 50 55 60 65 70 SHOULDER WIDTH (feet) MPH 35/40 25/30 TAPER TANGENT 30 20 60 40 10' 8'40 - - - - - - - - - - - -40 40 60 60 90 90 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SIGN SPACING = X (1) RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS CHANNELIZATION DEVICE SPACING (feet) SHOULDER CLOSURE - LOW SPEEDTEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE LEGEND 2' M I N . 10 ' M I N . NOTES: 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT). 2. ALL SIGNS ARE BLACK ON ORANGE. SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 250 305 360 425 495 570 645 730155 200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT9,900 TO 22,000 lbs.HOST VEHICLE WEIGHT> 22,000 lbs. PROTECTIVE VEHICLE (WORK VEHICLE) = R Washington State Department of Transportation Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2024.05.31 16:41:11-07'00' DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO. REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 ONE INCH HORIZONTAL: NAD 1983/1991 Planning/Building/Public Works Dept. CITY OFRENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON PUBLIC WORKS DEPARTMENT SEWER REPLACEMENT PHASE 1AS NOTED MAY 2024 22 N/A N/AISSUED FOR BID N/A EJW ® 57846 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 5/ 2 3 / 2 0 2 4 1 0 : 1 6 : 5 9 P M P l o t D a t e : AWS KCS CCT CT002 20 CIVILTRAFFIC CONTROL 20119200CT002.dwg LH a l l 201192-100000 Washington State Department of Transportation Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2024.05.31 16:39:13-07'00' DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO. REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 ONE INCH HORIZONTAL: NAD 1983/1991 Planning/Building/Public Works Dept. CITY OFRENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON PUBLIC WORKS DEPARTMENT SEWER REPLACEMENT PHASE 1AS NOTED MAY 2024 22 N/A N/AISSUED FOR BID N/A EJW ® 57846 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 5/ 2 3 / 2 0 2 4 1 0 : 2 2 : 3 1 P M P l o t D a t e : AMW KCS CCT CT003 21 CIVILTRAFFIC CONTROLSITE 3 20119200CT003.dwg LH a l l 201192-100000 Washington State Department of Transportation Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2024.05.31 16:38:57-07'00' DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO. REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 ONE INCH HORIZONTAL: NAD 1983/1991 Planning/Building/Public Works Dept. CITY OFRENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON PUBLIC WORKS DEPARTMENT SEWER REPLACEMENT PHASE 1AS NOTED MAY 2024 22 N/A N/AISSUED FOR BID N/A EJW ® 57846 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 5/ 2 3 / 2 0 2 4 1 0 : 2 4 : 4 8 P M P l o t D a t e : AMW KCS CCT CT004 22 CIVILTRAFFIC CONTROL 20119200CT004.dwg LH a l l 201192-100000 R8-3 24" x 30" R/W SIDEWALK CLOSED SIDEWALK CLOSED AHEAD WORK AREA SIDEWALK CLOSED AHEAD R9-11 24" x 12" B/W R9-11 24" x 12" B/W R9-9 24" x 12" B/W R9-10 24" x 12" B/W SIDEWALK CLOSED R9-10 24" x 12" B/W SIDEWALK CLOSED INSTALL ON TYPE 2 BARRICADES THROUGHOUT THE WORK AREA 24 HOURS PRIOR TO IMPLEMENTING TRAFFIC CONTROL. PRIOR NOTIFICATION OF LOCAL LAW ENFORCEMENT REQUIRED. NOTES: 1. CONTROLS SHOWN ARE FOR PEDESTRIAN TRAFFIC ONLY. 2. A 60" PATH WIDTH SHOULD BE MAINTAINED (48" IS THE MINIMUM). 3. CONTACT AND COORDINATE IMPACTED TRANSIT AGENCIES PRIOR TO IMPLEMENTING ANY CLOSURES. 4. SEE SHEET TC-52 FOR TEMPORARY PEDESTRIAN RAMP DETAILS. 5. ADA PEDESTRIAN FACILITIES MUST BE MAINTAINED. SEE STANDARD SPECIFICATION 1-10.2(1)B. 6. TEMPORARY PEDESTRIAN PUSH BUTTONS SHALL BE PLACED ON THE DIVERTED PATH WHEN EXISTING BUTTONS ARE NOT ACCESSIBLE TO PEDESTRIANS. LEGEND TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PEDESTRIAN CHANNELIZING DEVICES TEMPORARY PEDESTRIAN RAMP FOR SIDEWALKS INTERSECTION PEDESTRIAN TRAFFIC CONTROL Washington State Department of Transportation Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2024.05.31 16:38:27-07'00'