No preview available
HomeMy WebLinkAboutVol 2 - Construction Plans City of Renton Public Works Department Contract Documents for Sanitary Sewer Replacement Project Phase 2 CAG-25-090 ______________________________________________________________________________ VOLUME 2: CONSTRUCTION PLANS LOCATION MAPS VICINITY MAP ® SITE 7 SITE 4 SITE 5 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 5 / 2 0 2 5 7 : 4 1 : 3 5 A M P l o t D a t e : AMW BWH CCT G001 1 GENERALCOVER SHEET 201192P200G001.dwg bd u p u i s 201192-100000 SITE 4 NE 6TH ST SITE 5 NE 6TH ST SITE 7 NE 8TH PL AND MONROE AVE NE 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW 57846 PROJECT LOCATION NE 6TH PL NE 6TH CT NE 6TH ST NE 6 T H S T SH E L T O N A V E PROJECT LOCATION TA C O M A A V E N E MO N R O E A V E N E NE 6TH PL NE 6TH PL NE 6TH ST NE 6TH STOL Y M P I A A V E N E PROJECT LOCATION NE 7T H P L OLYMPIA AVE NENE W P O R T AV E N E NE 9TH ST LY N W O O D A V E N E NE 10T H S T NE 8TH PL NE 8TH ST NE 7TH CT MO N R O E A V E N E UN I O N A V E N E CITY OF RENTON MARCH 2025 VOLUME 2 OF 2 SEWER REPLACEMENT PROJECT PHASE 2 WWP-27-04273 NE 6TH ST Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 13:42:45-07'00' NE 4TH ST SU N S E T B L V D N E SU N S E T B L V D N E 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 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 SITE 7: ESC006 - ESC009, C016 - C019 SITE 5: ESC004 - ESC005, C010 -C015, C024 SITE 4: ESC002 - ESC003, C002 - C009 C021 - C023 DU V A L L A V E PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 5 / 2 0 2 5 7 : 4 3 : 2 8 A M P l o t D a t e : AMW KCS CCT G002 2 GENERALKEY MAP & DRAWING LIST 201192P200G002.dwg SA d a m s 201192-100000 1600'800'0 400' SCALE: 1" = 800' SHEET TITLE KEY MAP GENERAL 1 G001 COVER SHEET 2 G002 KEY MAP & DRAWING LIST 3 G003 GENERAL NOTES, LEGENDS AND ABBREVIATIONS 4 G004 SURVEY NOTES AND CONTROL POINTS SITES 4 AND 5 EROSION AND SEDIMENT CONTROL AND DEMOLITION 7 ESC002 EROSION CONTROL DEMOLITION PLAN SITE 4 8 ESC003 EROSION CONTROL DEMOLITION PLAN SITE 4 CIVIL 15 C001 GENERAL CIVIL NOTES, LEGENDS, AND SYMBOLS 16 C002 PLAN AND PROFILE SITE 4 STA 40+00 TO STA 44+00 17 C003 PLAN AND PROFILE SITE 4 STA 44+00 TO STA 46+64.66 18 C004 PLAN AND PROFILE SITE 4 STA 50+00 TO STA 52+13.07 19 C009 3922 AND 3923 NE 6TH ST SITE 420 C010 TRAFFIC CONTROL PLAN SHEET NO.DRAWING NO. C005 614 AND 618 SHELTON AVE NE SITE 4 603 AND 609 TACOMA AVE NE SITE 421C007 613 AND 617 TACOMA AVE NE SITE 422C008 3910 AND 3916 NE 6TH ST SITE 4 23 24 C011 PLAN AND PROFILE SITE 5 STA 60+05.48 TO 63+00 25 C012 PLAN AND PROFILE SITE 5 STA. 63+00 TO 65+24.72 26 CT001 TRAFFIC CONTROL 1 (SITE 4, 5 & 7)43 CT002 TRAFFIC CONTROL 2 (SITE 4)44 CT003 TRAFFIC CONTROL 3 (SITE 4 & 5)45 CT004 TRAFFIC CONTROL 4 (SITE 4 & 5)46 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 9 ESC004 EROSION CONTROL DEMOLITION PLAN SITE 5 10 ESC005 EROSION CONTROL DEMOLITION PLAN SITE 5 5 G005 SURVEY NOTES AND CONTROL POINTS SITE 7 6 ESC001 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 11 ESC006 EROSION CONTROL DEMOLITION PLAN SITE 7 12 ESC007 EROSION CONTROL DEMOLITION PLAN SITE 7 13 ESC008 EROSION CONTROL DEMOLITION PLAN SITE 7 14 ESC009 EROSION CONTROL DEMOLITION PLAN SITE 7 C015 3328 AND 3334 NE 6TH ST SITE 5 C016 3404 AND 3410 NE 6TH ST SITE 5 27 C013 3304 AND 3310 NE 6TH ST SITE 5 28 C014 3316 AND 3322 NE 6TH ST SITE 5 29 30 C01731 C01832 33 C019 PLAN SITE 7 C023 WATER PLAN AND PROFILE SITE 4 34 C024 ROW SURFACING AND CHANNELIZATION SITE 4 PLAN SITE 7 C020 35 C021 36 C022 WATER NOTES 39 40 C025 41 C026 42 37 C027 SEWER DETAILS 1 SEWER DETAILS 2 CIVIL DETAILS PLAN SITE 7 PLAN SITE 7 C006 38 C028 WATER DETAILS ROW SURFACING AND CHANNELIZATION SITE 4 ROW SURFACING AND CHANNELIZATION SITE 5 TRAFFIC CONTROL 5 (SITE 4, 5 & 7)47 CT005 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 13:44:12-07'00' PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 1 0 : 4 5 : 1 9 A M P l o t D a t e : AW CE G003 3 GENERALGENERAL NOTES, LEGENDS,AND ABBREVIATIONS 201192P200G003.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 BMPS BEST MANAGEMENT PRACTICES BSP BLACK STEEL PIPE C CIVIL CA CONCRETE ANCHOR CB CATCH BASIN CHNL CHANNEL CHLK CHAIN LINK FENCE 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 EC EROSION CONTROL EL ELEVATION ELEC ELECTRIC (AL) EMBED EMBEDMENT ENGR ENGINEER EOP EDGE OF PAVEMENT EQL EQUAL EQPT EQUIPMENT ESC EROSION AND SEDIMENT CONTROL EX OR EXIST EXISTING FLG FLANGE FRP FIBERGLASS REINFORCED PLASTIC FH FIRE HYDRANT FT OR ' FOOT, FEET G GAS GIS GEOGRAPHIC INFORMATION SYSTEMS HH HAND HELD UTILITY BOX 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 MB METER BOX 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 OH OVERHEAD LINES P POWER UNDERGROUND PK PARKER KALON SURVEY NAIL 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 SPU SEATTLE PUBLIC UTILITIES SS SANITARY SEWER, GRAVITY SSFM SANITARY SEWER FORCE MAIN SSMH SANITARY SEWER MANHOLE SST STAINLESS STEEL STA STATION STD STANDARD STL STEEL ST STUMP S/W SIDEWALK SW SOUTHWEST TDH TOTAL DYNAMIC HEAD TOC TOP OF CONCRETE TOP TOP OF PIPE TYP TYPICAL UG UNDERGROUND UTILITY BOX UT UTILITY BOX V OR VLV VALVE VERT VERTICAL VLT VAULT VOL VOLUME W WEST, WIDTH, WATER W/ WITH WD WATER DISTRICT WM WATER METER WV WATER VALVE W/O WITHOUT WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION % 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 CONCRETE (ALL CLASSES) DRAIN ROCK EXISTING PAVEMENT/ 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, GARBAGE, AND DELIVERY SERVICES 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 FURNISH AND PLACE “NO PARKING” SIGNS WITHIN WORK ZONE IF REQUIRED FOR PIPE INSTALLATION. 7. THE CONTRACTOR SHALL PROVIDE TEMPORARY PEDESTRIAN AND BICYCLIST ROUTING AT WORK AREAS PER SECTION 1-09. 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 PROJECT SPECIFIC NOTES: 1. TRENCHLESS METHODS ARE DEPICTED ON THE DRAWINGS. OPEN TRENCH OR TRENCHLESS METHODS MAY BE USED. 2. DEMOLITION AREAS SHOWN ASSUME THE USE OF TRENCHLESS METHODS FROM THE ROW TO THE BACKYARD OF THE PROPERTY. ADDITIONAL DEMOLITION WILL BE REQUIRED IF THE CONTRACTOR DECIDES TO USE OPEN TRENCH CONSTRUCTION RATHER THAN TRENCHLESS METHODOLOGIES. CONTRACTOR SHALL BID ACCORDINGLY. 3. THIS PROJECT INCLUDES SIGNIFICANT WORK ON PRIVATE PROPERTY. SURFACE FEATURES ARE APPROXIMATE AND MAY BE INCOMPLETE DUE TO THE NATURE OF THE PROJECT. 4. THE CONTRACTOR SHALL MAKE THEMSELVES FAMILIAR WITH EXISTING SITE CONDITIONS, INCLUDING PRIVATE PROPERTY, BEFORE BIDDING ON THE PROJECT. PHOTOGRAPHS OF EACH PROPERTY HAVE BEEN INCLUDED AS AN APPENDIX TO THE SPECIFICATIONS. PHOTOGRAPHS WILL BE USED AS REFERENCE FOR DEMOLITION AND SITE RESTORATION. 5. A PRE-BID CONFERENCE WILL BE HELD AT THE DATE AND TIME NOTED IN THE INSTRUCTIONS TO BIDDERS. ATTENDANCE IS HIGHLY RECOMMENDED. 6. SEE COMCAST UTILITY MAPS FOR APPROXIMATE LOCATION OF COMM LINES IN APPENDIX OF SPECIAL PROVISIONS. OVERHEAD LINES INCLUDE POWER AND COMMS. SOME COMMS ARE UNDERGROUND AND NOT SHOWN IN THIS SURVEY. CONTRACTOR TO EXPECT UNDERGROUND COMMUNICATION LINES THAT ARE NOT SHOWN ON SURVEY. ASSUME ONE CONNECTION PER HOME. PAVEMENT/ GRAVEL Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 13:44:46-07'00' •• • • • • • • • • • • • •• • • • • • • • • • 3304 NE 6TH ST 3310 NE 6TH ST 3316 NE 6TH ST 3322 NE 6TH ST 3328 NE 6TH ST 3334 NE 6TH ST 3404 NE 6TH ST 3410 NE 6TH ST 3416 NE 6TH ST 3422 NE 6TH ST 3428 NE 6TH ST 3303 NE 6TH ST 3309 NE 6TH ST 577 NEWPORT AVE 3407 NE 6TH ST 579 OLYMPIA AVE NE 574 NEWPORT AVE MO N R O E A V E N E NE 6TH ST OL Y M P I A A V E N E OL Y M P I A A V E N E 3504 NE 6TH ST 3505 NE 6TH ST SH E L T O N A V E N E TA C O M A A V E N E NE 6TH ST 618 SHELTON AVE NE 3910 NE 6TH ST 3916 NE 6TH ST 3922 NE 6TH ST 603 TACOMA AVE NE 609 TACOMA AVE NE 613 TACOMA AVE NE 617 TACOMA AVE NE 3905 NE 6TH ST 3911 NE 6TH ST 3917 NE 6TH ST 3923 NE 6TH ST PARCEL 0923059236 UN I O N A V E N E 4011 NE 6TH ST 602 TACOMA AVE NE 608 TACOMA AVE NE 612 TACOMA AVE NE 616 TACOMA AVE NE 620 TACOMA AVE NE 4020 NE 6TH ST PARCEL 102305TRCT 602 UNION AVE NE 608 UNION AVE NE NE 6TH ST 80'40'0 20' SCALE: 1" = 40' PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 5 / 2 0 2 5 7 : 4 7 : 2 7 A M P l o t D a t e : AMW KCS CCT G004 4 GENERALSURVEY NOTES AND CONTROL POINTSSITES 4 AND 5 201192P200G004.dwg bd u p u i 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 SITE 4 SURVEY CONTROL MAP SITE 5 SURVEY CONTROL MAP (HORIZ) SITE SCALE Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 13:45:09-07'00' •• ••••••••••••••••••••MONROE AVE NE LYNWOOD AVE NE 867 MONROE AVE NE NE 9 T H S T 871 MONROE AVE NE 903 MONROE AVE NE 909 MONROE AVE NE 915 MONROE AVE NE 921 MONROE AVE NE 1005 MONROE AVE NE 1009 MONROE AVE NE 1013 MONROE AVE NE 1019 MONROE AVE NE NE 1 0 T H S T N E 7 T H S T 701 & 705 MONROE AVE NE 711 MONROE AVE NE 717 MONROE AVE NE 809 MONROE AVE NE 817 MONROE AVE NE 823 MONROE AVE NE 851 MONROE AVE NE 855 MONROE AVE NE 859 MONROE AVE NE 863 MONROE AVE NE 1025 MONROE AVE NE PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 5 / 2 0 2 5 7 : 4 8 : 5 8 A M P l o t D a t e : AMW KCS CCT G005 5 GENERALSURVEY NOTES AND CONTROL POINTSSITE 7 201192P200G005.dwg bd u p u i 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 160'80'0 40' SCALE: 1" = 80' SITE SCALE SITE 7 SURVEY CONTROL MAP Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 13:45:39-07'00' 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 APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. 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. 4. 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. 5. 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. 6. 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. 7. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 8. 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. 9. 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. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. 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. 12. 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. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. 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. 16. 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. 17. 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. 18. 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. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON-SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. 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. 21. 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. 22. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ACCESSING SIDE SEWER CONNECTION. 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 5 / 2 0 2 5 7 : 5 2 : 5 7 A M P l o t D a t e : AMW KCS CCT ESC001 6 EROSION SEDIMENT CONTROL AND DEMOLITIONEROSION AND SEDIMENT CONTROLNOTES AND DETAILS 201192P200ESC001.dwg SA d a m s 201192-100000 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:27:05-07'00' SH E L T O N A V E N E 614 SHELTON AVE NE 610 SHELTON AVE NE 618 SHELTON AVE NE 3910 NE 6TH ST 3916 NE 6TH ST 3922 NE 6TH ST 603 TACOMA AVE NE 613 TACOMA AVE NE 3905 NE 6TH ST 3911 NE 6TH ST 3917 NE 6TH ST 3910 NE 6TH ST 618 SHELTON AVE NE 617 TACOMA AVE NE 609 TACOMA AVE NE 4011 NE 6TH ST TA C O M A A V E N E NE 6TH ST 40'20'0 10' SCALE: 1" = 20' MA T C H L I N E S E E D W G E S C C 0 3 usanorth811.org 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 4TH ST UN I O N A V E N E EROSION CONTROL: 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. GENERAL 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. PRESERVE AND PROTECT EXISTING SURFACING TO REMAIN. X 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 SHALL BE PER CITY OF RENTON STANDARD PLAN 110 AND 220.20 AND WSDOT SECTION 2-09.4. 3. LIMITS OF OPEN TRENCH SIDE SEWER TO RECONNECT TO EXISTING PROPERTY SIDE SEWER. LIMITS SHOWN ASSUME CONTRACTOR DECIDES TO USE TRENCHLESS METHODOLOGY TO INSTALL THE PORTION FROM THE ROW TO THE BACKYARD. SHOWN LIMITS MAY CHANGE IF CONTRACTOR CHOOSES OPEN CUT METHOD. 4. DEMOLISH EXISTING SEWER MAIN WITHIN TRENCH. 5. ABANDON IN PLACE EXISTING SEWER MAIN OUTSIDE PIPE TRENCH. 6. DEMOLISH, REMOVE, AND DISPOSE OF EXISTING LINED BRICK MANHOLE. LEGEND: APPROXIMATE LIMITS OF ROW SURFACE DEMOLITION APPROXIMATE LIMITS OF TRENCHING ON PRIVATE PROPERTY, AND DEMOLITION FOR PAVEMENT PATCH IN ROW 1 1 1 1 5 2 1 1 1 3 3 3 3 3 3 FILE: PLAN SITE 4 EROSION CONTROL & DEMOLITION FILE KEY MAP NORTH KEY MAP 3 4 333 3 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 1 2 : 3 5 : 1 2 P M P l o t D a t e : AMW KCS CCT ESC002 7 EROSION SEDIMENT CONTROL AND DEMOLITIONEROSION CONTROLDEMOLITION PLAN SITE 4 201192P200ESC002.dwg SA d a m s 201192-100000 3 4 1 3 ESC002 6 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:25:50-07'00' • • • • UN I O N A V E N E PARCEL 0923059236 NE 6TH ST 4020 NE 6TH ST 605 UNION AVE NE 609 UNION AVE NE PARCEL 102305TRCT 602 UNION AVE NE 608 UNION AVE NE 614UNION AVE NE 620 UNION AVE NE 602 TACOMA AVE NE 608 TACOMA AVE NE 612 TACOMA AVE NE 40'20'0 10' SCALE: 1" = 20' MA T C H L I N E S E E D W G E S C 0 0 2 usanorth811.org KEY PLAN NORTH 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 4TH ST UN I O N A V E N E 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 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. PRESERVE AND PROTECT EXISTING SURFACING TO REMAIN. X X DEMOLITION KEY NOTES: 1. LIMITS OF ASPHALT SURFACING REMOVAL SHOWN. DISPOSE OFFSITE AT AN APPROPRIATE REFUSE LOCATION. 2. LIMITS OF CURB AND GUTTER REMOVAL SHOWN. DISPOSE OFFSITE AT AN APPROPRIATE REFUSE LOCATION. 3. REMOVE EXISTING SIDEWALK TO 2 FEET CLEAR OF TRENCH OR NEAREST JOINT, WHICHEVER IS GREATER. 4. LIMITS OF MANHOLE AND PIPE TRENCH SHOWN PER CITY OF RENTON STANDARD PLAN 110 AND 220.20 AND WSDOT SECTION 2-09.4. 1 4 1 1 3 4 2 2 KEY MAP FILE: PLAN SITE 4 EROSION CONTROL & DEMOLITION FILE 1 1 1 12 1 1 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 5 / 2 0 2 5 1 2 : 5 3 : 1 6 P M P l o t D a t e : AMW KCS CCT ESC003 8 EROSION SEDIMENT CONTROL AND DEMOLITIONEROSION CONTROLDEMOLITION PLAN SITE 4 201192P200ESC003.dwg SA d a m s 201192-100000 EX 36" SPU W EX 24" SD EX 6" G EX 12" W LEGEND: APPROXIMATE LIMIT OF ROW SURFACE DEMOLITION APPROXIMATE LIMITS OF TRENCHING ON PRIVATE PROPERTY, AND DEMOLITION FOR PAVEMENT PATCH IN ROW SILT FENCING ESC003 EX 8" SD Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:25:23-07'00' ••• • • • • • • • • • • • • • • • • • • • • • • • • •••• • • • • • • • • • • • 3304 NE 6TH ST 3310 NE 6TH ST 3316 NE 6TH ST 3322 NE 6TH ST 3328 NE 6TH ST 3334 NE 6TH ST 3404 NE 6TH ST 3303 NE 6TH ST 3309 NE 6TH ST 577 NEWPORT AVE 574 NEWPORT AVE NE W P O R T A V E N E MO N R O E A V E NE 6TH ST 40'20'0 10' SCALE: 1" = 20' MA T C H L I N E S E E D W G E S C 0 0 5 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 4TH ST MO N R O E A V E N E GENERAL 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. PRESERVE AND PROTECT EXISTING SURFACING TO REMAIN. 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 SHALL BE PER CITY OF RENTON STANDARD PLAN 110 AND 220.20 AN WSDOT SECTION 2-09.4. 3. LIMITS OF OPEN TRENCH SIDE SEWER TO RECONNECT TO EXISTING PROPERTY SIDE SEWER. LIMITS SHOWN ASSUME CONTRACTOR DECIDES TO USE TRENCHLESS METHODOLOGY TO INSTALL THE PORTION FROM THE ROW TO THE BACKYARD. SHOWN LIMITS MAY CHANGE IF CONTRACTOR CHOOSES OPEN CUT METHOD. 2 33 3 3 3 3 3 1 2 1 KEY MAP NORTH KEY MAP PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 5 / 2 0 2 5 7 : 5 6 : 5 5 A M P l o t D a t e : AMW KCS CCT ESC004 9 EROSION SEDIMENT CONTROL AND DEMOLITIONEROSION CONTROLDEMOLITION PLAN SITE 5 201192P200ESC004.dwg SA d a m s 201192-100000 LEGEND: APPROXIMATE LIMIT OF ROW SURFACE DEMOLITION APPROXIMATE LIMITS OF TRENCHING ON PRIVATE PROPERTY, AND DEMOLITION FOR PAVEMENT PATCH IN ROW SILT FENCING ESC004 usanorth811.org Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:23:32-07'00' • • • • • • • • OL Y M P I A A V E N E 3407 NE 6TH ST 579 OLYMPIA AVE NE574 NEWPORT NE 6TH ST 40'20'0 10' SCALE: 1" = 20' MA T C H L I N E S E E D W G E S C 0 0 4 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 4TH ST MO N R O E A V E N E 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. GENERAL 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. PRESERVE AND PROTECT EXISTING SURFACING TO REMAIN. X X DEMOLITION KEY NOTES: 1. LIMITS OF ASPHALT SURFACING REMOVAL SHOWN. DISPOSE OFFSITE AT AN APPROPRIATE REFUSE LOCATION. 2. LIMITS OF CURB AND GUTTER REMOVAL SHOWN. DISPOSE OFFSITE AT AN APPROPRIATE REFUSE LOCATION. 3. LIMITS OF OPEN TRENCH SIDE SEWER TO RECONNECT TO EXISTING PROPERTY SIDE SEWER. LIMITS SHOWN ASSUME CONTRACTOR DECIDES TO USE TRENCHLESS METHODOLOGY TO INSTALL THE PORTION FROM THE ROW TO THE BACKYARD. SHOWN LIMITS MAY CHANGE IF CONTRACTOR CHOOSES OPEN CUT METHOD. 4. REMOVE EXISTING SIDEWALK TO 2 FEET CLEAR OF TRENCH OR NEAREST JOINT, WHICHEVER IS GREATER. 5. ABANDON EXISTING SEWER MAIN OUTSIDE PIPE TRENCH. LEGEND: APPROXIMATE LIMIT OF ROW SURFACE DEMOLITION APPROXIMATE LIMITS OF TRENCHING ON PRIVATE PROPERTY, AND DEMOLITION FOR PAVEMENT PATCH IN ROW SILT FENCE KEY MAP NORTH FILE: PLAN SITE 5 EROSION CONTROL & DEMOLITION FILE 5 1 3 3 4 1 2 1 1 1 3410 NE 6TH ST 3416 NE 6TH ST 3422 NE 6TH ST 3428 NE 6TH ST PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 5 / 2 0 2 5 7 : 5 8 : 0 7 A M P l o t D a t e : AMW KCS CCT ESC005 10 EROSION SEDIMENT CONTROL AND DEMOLITIONEROSION CONTROLDEMOLITION PLAN SITE 5 201192P200ESC005.dwg SA d a m s 201192-100000 ESC005 KEY MAP usanorth811.org Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:22:00-07'00' 1005 MONROE AVE NE1009 MONROE AVE NE1013 MONROE AVE NE1019 MONROE AVE NE NE 1 0 T H S T 1025 MONROE AVE NE •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 40'20'0 10' SCALE: 1" = 20' 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 7TH ST MO N R O E A V E N E GENERAL 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. PRESERVE AND PROTECT EXISTING SURFACING TO REMAIN. X DEMOLITION KEY NOTES: 1. LIMITS OF DEMOLITION. DISPOSE OFFSITE AT AN APPROPRIATE REFUSE LOCATION. 2. SIDE SEWER IS LOCATED BENEATH AN EXISTING SHED. CONTRACTOR TO PRESERVE AND PROTECT EXISTING SHED. IF THE SHED IS DAMAGED CONTRACTOR TO REPAIR OR REPLACE SHED TO LIKE OR BETTER CONDITION. MA T C H L I N E S E E D W G E S C 0 0 7 KEY MAP NORTH MONROE AVE NE 11111 FILE: PLAN SITE 7 EROSION CONTROL & DEMOLITION FILE LEGEND: APPROXIMATE LIMITS OF TRENCHING 1 1 1 1 1 2 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 5 / 2 0 2 5 8 : 1 1 : 4 6 A M P l o t D a t e : AMW KCS CCT ESC006 11 EROSION SEDIMENT CONTROL AND DEMOLITIONEROSION CONTROLDEMOLITION PLAN SITE 7 201192P200ESC006.dwg SA d a m s 201192-100000 ESC006 KEY MAP usanorth811.org Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:21:32-07'00' • • • • • • • • 867 MONROE AVE NE871 MONROE AVE NE903 MONROE AVE NE909 MONROE AVE NE915 MONROE AVE NE921 MONROE AVE NE 40'20'0 10' SCALE: 1" = 20' PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 5 / 2 0 2 5 8 : 1 3 : 0 1 A M P l o t D a t e : AMW KCS CCT ESC007 12 EROSION SEDIMENT CONTROL AND DEMOLITIONEROSION CONTROLDEMOLITION PLAN SITE 7 201192P200ESC007.dwg SA d a m s 201192-100000 MA T C H L I N E S E E D W G E S C 0 0 6 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 7TH ST MO N R O E A V E N E GENERAL 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. PRESERVE AND PROTECT EXISTING SURFACING TO REMAIN. X DEMOLITION KEY NOTES: 1. LIMITS OF DEMOLITION. DISPOSE OFFSITE AT AN APPROPRIATE REFUSE LOCATION. 111 LEGEND: APPROXIMATE LIMITS OF TRENCHING FILE: PLAN SITE 7 EROSION CONTROL & DEMOLITION FILE KEY MAP NORTH 1 MA T C H L I N E S E E D W G E S C 0 0 8 NE 1 0 T H S T MONROE AVE NE 1 1 1 1 11 ESC007 KEY MAP usanorth811.org Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:26:16-07'00' 863 MONROE AVE NE 859 MONROE AVE NE 855 MONROE AVE NE 851 MONROE AVE NE 823 MONROE AVE NE 817 MONROE AVE NE 809 MONROE AVE NE 40'20'0 10' SCALE: 1" = 20' MA T C H L I N E S E E D W G E S C 0 0 9 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 7TH ST MO N R O E A V E N E 1 1111 FILE: PLAN SITE 7 EROSION CONTROL & DEMOLITION FILE KEY MAP NORTH MA T C H L I N E S E E D W G E S C 0 0 7 11 MONROE AVE NE PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 1 0 : 5 2 : 2 4 A M P l o t D a t e : AMW KCS CCT ESC008 13 EROSION SEDIMENT CONTROL AND DEMOLITIONEROSION CONTROLDEMOLITION PLAN SITE 7 201192P200ESC008.dwg SA d a m s 201192-100000 ESC008 KEY MAP usanorth811.org GENERAL 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. PRESERVE AND PROTECT EXISTING SURFACING TO REMAIN. X DEMOLITION KEY NOTES: 1. LIMITS OF DEMOLITION. DISPOSE OFFSITE AT AN APPROPRIATE REFUSE LOCATION. LEGEND: APPROXIMATE LIMITS OF TRENCHING Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:19:59-07'00' LY N W O O D A V E MONROE AVE NE 717 MONROE AVE NE 711 MONROE AVE NE 705 MONROE AVE NE 40'20'0 10' SCALE: 1" = 20' MA T C H L I N E S E E D W G E S C 0 0 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 7TH ST MO N R O E A V E N E GENERAL 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. PRESERVE AND PROTECT EXISTING SURFACING TO REMAIN. X DEMOLITION KEY NOTES: 1. LIMITS OF DEMOLITION. DISPOSE OFFSITE AT AN APPROPRIATE REFUSE LOCATION. 2. SIDE SEWER IS LOCATED BENEATH AN EXISTING SHED. CONTRACTOR TO PRESERVE AND PROTECT EXISTING SHED. IF THE SHED IS DAMAGED CONTRACTOR TO REPAIR OR REPLACE SHED TO LIKE OR BETTER CONDITION. 1 KEY MAP NORTH FILE: PLAN SITE 7 EROSION CONTROL & DEMOLITION FILE 1 1 1 LEGEND: APPROXIMATE LIMITS OF TRENCHING PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 5 / 2 0 2 5 8 : 1 5 : 4 7 A M P l o t D a t e : AMW KCS CCT ESC009 14 EROSION SEDIMENT CONTROL AND DEMOLITIONEROSION CONTROLDEMOLITION PLAN SITE 7 201192P200ESC009.dwg SA d a m s 201192-100000 2 ESC009 KEY MAP usanorth811.org Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:19:39-07'00' PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 1 3 / 2 0 2 5 1 0 : 1 6 : 0 3 P M P l o t D a t e : AMW KCS CCT C001 15 CIVILGENERAL CIVIL NOTES,LEGENDS, AND SYMBOLS 201192P200C001.dwg SA d a m s 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 PLANS 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 PERMITS, 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 HOURS 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 OTHERS 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. ALL MANHOLES SHALL BE CHANNELED AND COATED PRIOR TO CCTV INSPECTION. 11. 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) 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:18:44-07'00' 4011 NE 6TH ST N:182395.07 E:1311112.80 N:182399.02 E:1310759.83 SH E L T O N A V E N E TA C O M A A V E N E NE 6TH ST 604 SHELTON AVE NE 3910 NE 6TH ST 3916 NE 6TH ST 3922 NE 6TH ST 603 TACOMA AVE NE 3905 NE 6TH ST 3911 NE 6TH ST 3917 NE 6TH ST 3923 NE 6TH ST 50+00 51 + 0 0 SS SS SS SS SS SS SS SS SS SS SS SS SS 40+00 41+00 42+00 43+00 44+00 390 395 400 405 410 415 420 425 390 395 400 405 410 415 420 425 39+80 40+00 41+00 42+00 43+00 44+00 ST A . 4 0 + 0 0 48 " M H 4 - 3 RI M = 4 1 7 . 5 6 IN V O U T = 4 1 2 . 1 0 ( 8 " E ) 353 LF 8" PVC @ S = 3 . 3 6 % 274 LF 8" PVC @ S = 3 . 3 6 % ST A . 4 3 + 5 2 . 9 9 48 " M H 4 - 2 IN V I N = 4 0 0 . 2 5 ( 8 " W ) IN V I N = 4 0 0 . 2 5 ( 8 " N ) RI M = 4 1 6 . 6 6 IN V O U T = 4 0 0 . 1 5 ( 8 " E ) EXISTING GRADE @ CL OF PIPELINEEX W IN V = 4 1 4 . 9 ± EX W IN V = 4 1 4 . 2 ± ST A . 4 1 + 0 3 . 2 2 6" L A T E R A L ST A . 4 2 + 0 8 . 6 2 6" L A T E R A L ST A . 4 2 + 1 2 . 9 0 6" L A T E R A L ST A . 4 2 + 6 9 . 9 5 6" L A T E R A L ST A . 4 0 + 2 0 . 4 4 6" L A T E R A L ST A . 4 0 + 3 5 . 6 3 6" L A T E R A L ST A . 4 1 + 8 9 . 6 9 6" L A T E R A L ST A . 4 3 + 1 9 . 5 9 6" L A T E R A L EX W IN V 4 1 4 . 3 2 ST A . 4 3 + 5 8 . 1 9 6" L A T E R A L SS L A T IN V = U N K N TO B E R E M O V E D (HORIZ) 10'5'0 2.5' SCALE: 1" = 5' 40'20'0 10' SCALE: 1" = 20'(VERT) PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 2 : 1 9 : 2 4 P M P l o t D a t e : AMW KCS CCT C002 16 CIVILPLAN AND PROFILE SITE 4STA 40+00 TO STA 44+00 201192P200C002.dwg SA d a m s 201192-100000 KEY NOTES: 1. INSTALL NEW MANHOLE PER CITY STANDARD DETAIL 400.1 AND 401.1. 2. INSTALL NEW 8” PVC SEWER PIPE PER SPECIFICATION SECTION 7-17. 3. FURNISH AND INSTALL 6-INCH PVC SEWER STUB AND CLEANOUT PER STANDARD DETAIL 406.2 AND/OR 407 ON DRAWING C025 AND/OR C026. RECONNECT TO EXISTING AS REQUIRED. 4. FURNISH AND INSTALL 6-INCH PVC SEWER STUB AND CLEANOUT PER STANDARD DETAIL 406.2 AND/OR 407 ON DRAWING C025 AND/OR C026. INSTALL A 6-INCH CAP FOR FUTURE CONNECTION. 5. CONTRACTOR MAY CHOOSE TO INSTALL 6-INCH SIDE SEWER BY TRENCHLESS OR OPEN TRENCH METHOD. CONTRACTOR TO REFERENCE STANDARD DETAIL 406.2. ALL WYES, CLEANOUTS, AND BENDS AS NECESSARY SHALL BE PER STANDARD DETAIL 406.2 AND THESE FEATURES ARE NOT SHOWN IN PLAN. 6. BEFORE INSTALLING SEWER MAIN, CONTRACTOR SHALL POTHOLE AND VERIFY EXISTING INVERT ELEVATION AND AT UPSTREAM CONNECTION TO EXISTING SIDE SEWER. CONTRACTOR SHALL VERIFY REQUIRED CONNECTION MATERIALS. CONTRACTOR SHALL NOTIFY ENGINEER IF CONNECTION TO THE MAIN CANNOT BE MADE AT A MINIMUM 2% SLOPE. 7. IF TRENCHLESS INSTALLATION IS USED, THIS LOCATION WILL BE USED FOR A RECEIVING OR LAUNCHING PIT. 8. CONTRACTOR TO COORDINATE WITH INSPECTOR AND ENGINEER TO FIELD ADJUST SEWER STUB LOCATION AND SIDE SEWER ALIGNMENT, AS NECESSARY TO AVOID CONFLICTS WITH EXISTING FEATURES AND UTILITIES. 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. NEW SEWER MAIN SHALL BE AIR TESTED, UNDER SUPERVISION OF THE CITY INSPECTOR, AND PRESSURIZED PER CITY STANDARD DETAIL 410 ON DRAWING C028. NEW SIDE SEWERS ARE TO BE WATER PRESSURE TESTED PER CITY STANDARD DETAIL 406.2 ON DRAWING C026. 3. ALL REPLACED AND NEW PIPES SHALL BE CONSTRUCTED USING CITY STANDARD TYPICAL TRENCH DETAIL 220.2 ON DRAWING C027 AND PIPE BEDDING DETAIL 405 ON DRAWING C025. TRENCHLESS INSTALLATION SHALL BE CONSTRUCTED PER SECTION 7-20 OF THE SPECIAL PROVISIONS. 4. ALL PAVEMENT SAWCUTTING SHALL FOLLOW CITY STANDARD DETAIL 110.2 ON DRAWING C027. 5. SEE ENLARGED PLANS FOR SIDE SEWER CONSTRUCTION DETAIL ON C005 TO C009 FOR SITE 4. X usanorth811.org 1 MH 4-3 2 1 MH 4-2 6 3 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 4TH ST UN I O N A V E N E SITE 4 PROFILE 34 44 MA T C H L I N E S T A 4 4 + 0 0 S E E D W G C 0 0 3 5 5 5 5 6 8" SS PVC 8" SS PVC SITE 4 PLAN KEY MAP KEY MAP NORTH 77 7 REFER TO SHEET C004 FOR TACOMA AVE NE PLAN AND PROFILE 3 3 3 3 7 5 STA 40+00 TO STA 44+00 STA 40+00 TO STA 44+00 8 8 8 8 8 LEGEND: PROPOSED SS PIPE PROPOSED LATERAL ALIGNMENT APPROXIMATE SAWCUT LIMITS PROPOSED SEWER CLEANOUT EX SS PIPE EX WATER PIPE EX SD PIPE EX OVERHEAD WIRES SS C002 8 6 6 6 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:16:06-07'00' NE 6TH ST 4011 NE 6TH ST FENCED LOT PARCEL NO. 0923059236 602 TACOMA AVE NE 4020 NE 6TH ST 605 UNION AVE NE 608 TACOMA AVE NE PARCEL NO. 102305TRCT 602 UNION AVE NE 608 UNION AVE NE UN I O N A V E N E N:182388.88 E:1311386.62 SS SS SS SS SS SS 44+00 45+00 46+00 380 385 390 395 400 405 410 415 420 380 385 390 395 400 405 410 415 420 44+00 45+00 46+00 47+00 EXISTING GRADE @ CL OF PIPELINE ST A . 4 6 + 6 4 . 6 6 EX 4 8 " M H 3 8 8 5 RI M = 4 0 2 . 3 2 IN V I N = 3 9 0 . 2 5 ( 8 " N W ) EX I N V I N = 3 9 0 . 2 5 ( 8 " E ) EX I N V I N = 3 9 0 . 2 5 ( 8 " N ) EX I N V O U T = 3 9 0 . 1 5 ( 8 " S ) ST A . 4 6 + 2 6 . 8 8 48 " M H 4 - 1 IN V I N = 3 9 0 . 9 6 ( 8 " W ) RI M = 4 0 3 . 2 3 IN V O U T = 3 9 0 . 8 6 ( 8 " S E ) 274 LF 8" PVC @ S = 3 . 3 6 % 38 LF 8" PVC @ S=1.61% EX 2 4 " S D IN V = 3 9 5 . 2 ± EX 6 " G IN V = 3 9 9 . 4 ± EX W IN V = 4 1 1 . 0 ± EX W IN V = 4 1 1 . 0 ± EX 3 6 " S P U W IN V = 3 9 3 . 9 ± EX 1 2 " W IN V = 3 9 9 . 0 ± EX P IN V U N K ST A . 4 5 + 6 3 . 8 1 6" L A T E R A L EX P IN V U N K (HORIZ) 10'5'0 2.5' SCALE: 1" = 5' 5 40'20'0 10' SCALE: 1" = 20'(VERT) MA T C H L I N E S T A 4 4 + 0 0 S E E D W G C 0 0 2 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 1 0 : 5 5 : 3 0 A M P l o t D a t e : AMW KCS CCT C003 17 CIVILPLAN AND PROFILE SITE 4STA 44+00 TO STA 46+64.66 201192P200C003.dwg SA d a m s 201192-100000 2 MH 4-1 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 4TH ST UN I O N A V E N E SITE 4 PROFILE KEY NOTES: 1. INSTALL NEW MANHOLE PER CITY STANDARD DETAIL 400.1 AND 401.1. 2. INSTALL NEW 8” PVC SEWER PIPE PER SPECIFICATION SECTION 7-17. 3. CORE AND CONNECT TO EXISTING MANHOLE WITH KOR-N-SEAL BOOT OR APPROVED EQUAL. RECHANNELIZE EXISTING STRUCTURE TO FACILITATE FLOW. 4. CAUTION: SEATTLE PUBLIC UTILITIES (SPU) WATER TRANSMISSION PIPELINE. CONTACT SPU 72-HOURS BEFORE ANY EXCAVATION WORK NEAR THE PIPELINE. 5. CONTRACTOR TO POTHOLE AND VERIFY ELEVATION OF EXISTING 36" SPU WATER LINE PRIOR TO INSTALLATION OF NEW 8" SEWER MAIN. CONTACT SPU FIELD REPRESENTATIVE: CALL SPU'S LAKE YOUNGS HEADQUARTERS AT 206-684-3933 OR SPU OPERATIONS CENTER AT 206-733-9300 BEFORE TO ANY WORK NEAR WATERLINE, INCLUDING POTHOLING. 6. FOR BIDDING PURPOSES, CONTRACTOR TO ANTICIPATE AN ELECTRICAL CROSSING IN THIS VICINITY. 7. CONTRACTOR TO PROVIDE SHORING TO PREVENT EXISTING SPU MAIN BACKFILL FROM SPILLING INTO CROSSING TRENCH. 8. FURNISH AND INSTALL 6-INCH PVC SEWER STUB AND CLEANOUT PER STANDARD DETAIL 406.2 AND/OR 407 ON DRAWING C025 AND/OR C026. INSTALL A 6-INCH CAP FOR FUTURE CONNECTION. 9. NO PIPE JOINTS ON CROSSINGS. CONTRACTOR SHALL CENTER PIPE OVER SPU TRANSMISSION CROSSINGS SO THAT NO BELLS ARE DIRECTLY ABOVE OR BELOW SPU PIPE. 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. NEW SEWER MAIN SHALL BE AIR TESTED, UNDER SUPERVISION OF THE CITY INSPECTOR, AND PRESSURIZED PER CITY STANDARD DETAIL 410 ON DRAWING C028. NEW SIDE SEWERS ARE TO BE WATER PRESSURE TESTED PER CITY STANDARD DETAIL 406.2 ON DRAWING C026. 3. ALL REPLACED AND NEW PIPES SHALL BE CONSTRUCTED USING CITY STANDARD TYPICAL TRENCH DETAIL 220.2 ON DRAWING C027 AND PIPE BEDDING DETAIL 405 ON DRAWING C025. TRENCHLESS INSTALLATION SHALL BE CONSTRUCTED PER SECTION 7-20 OF THE SPECIAL PROVISIONS. 4. ALL PAVEMENT SAW CUTTING SHALL FOLLOW CITY STANDARD DETAIL 110.2 ON DRAWING C027. 5. SEE ENLARGED PLANS FOR SIDE SEWER CONSTRUCTION DETAIL ON C005 TO C009 FOR SITE 4. X 8" SS PVC SITE 4 PLAN usanorth811.org KEY MAP KEY MAP NORTH 3 STA 44+00 TO STA 46+64.66 STA 44+00 TO STA 46+64.66 EX 36" SPU W EX 24" SD EX 6" G EX 12" W C003 LEGEND: PROPOSED SS PIPE PROPOSED LATERAL ALIGNMENT APPROXIMATE SAWCUT LIMITS PROPOSED SEWER CLEANOUT EX SS PIPE EX WATER PIPE EX SD PIPE EX OVERHEAD WIRES EX GAS PIPE EX UNDERGROUND ELECTRIC SS 4 1 EX 8" SD 7 6 8 9 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:14:56-07'00' NE 6 T H S T 603 TACOMA AVE NE 609 TACOMA AVE NE 613 TACOMA AVE NE 617 TACOMA AVE NE 602 TACOMA AVE NE 608 TACOMA AVE NE 612 TACOMA AVE NE 616 TACOMA AVE NE NE 6 T H S T TACOMA AVE NE 620 TACOMA AVE NE 50+00 51+00 52+00 SS SS SS SS SSSSSSSSSS 43 + 0 0 44 + 0 0 385 390 395 400 405 410 415 420 385 390 395 400 405 410 415 420 49+80 50+00 51+00 52+00 52+40 210 LF 8" PVC @ S=2.52 % ST A . 5 2 + 1 3 . 0 7 48 " M H 4 - 4 RI M = 4 1 2 . 5 2 IN V I N = 4 0 5 . 6 5 ( 8 " N ) IN V I N = 4 0 5 . 6 5 ( 8 " W ) IN V O U T = 4 0 5 . 5 5 ( 8 " S ) ST A . 4 3 + 5 2 . 9 9 48 " M H 4 - 2 IN V I N = 4 0 0 . 2 5 ( 8 " W ) IN V I N = 4 0 0 . 2 5 ( 8 " N ) RI M = 4 1 6 . 6 6 IN V O U T = 4 0 0 . 1 5 ( 8 " E ) EX 8 " W IN V = 4 1 3 . 0 ± ST A . 5 0 + 8 4 . 9 1 6" L A T E R A L ST A . 5 1 + 5 5 . 9 7 6" L A T E R A L ST A . 5 1 + 6 4 . 6 0 6" L A T E R A L ST A . 5 1 + 9 4 . 1 4 6" L A T E R A L EX W IN V = 4 1 2 . 7 ± EX W IN V = 4 1 0 . 5 ± ST A . 5 0 + 7 9 . 6 4 6" L A T E R A L ST A . 5 1 + 8 5 . 4 8 6" L A T E R A L ST A . 5 2 + 2 2 . 0 8 6" L A T E R A L 618 SHELTON AVE NE614 SHELTON AVE NE610 SHELTON AVE NE 611 SHELTON AVE NE 615 SHELTON AVE NE 618 SHELTON AVE NE SHELTON AVE NE (HORIZ) 10'5'0 2.5' SCALE: 1" = 5' 40'20'0 10' SCALE: 1" = 20'(VERT) SITE 4 PLAN PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 1 2 : 3 3 : 4 4 P M P l o t D a t e : AMW KCS CCT C004 18 CIVILPLAN AND PROFILE SITE 4STA 50+00 TO STA 52+13.07 201192P200C004.dwg SA d a m s 201192-100000 usanorth811.org 1 2 1 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 4TH ST UN I O N A V E N E 4 5 5 4 5 4 4 55 KEY NOTES: 1. INSTALL NEW 8” PVC SEWER PIPE PER SPECIFICATION SECTION 7-17. 2. FURNISH AND INSTALL 6-INCH PVC SEWER STUB AND CLEANOUT PER STANDARD DETAIL 406.2 AND/OR 407 ON DRAWING C025 AND/OR C026. RECONNECT TO EXISTING AS REQUIRED. 3. FURNISH AND INSTALL 6-INCH PVC SEWER STUB AND CLEANOUT PER STANDARD DETAIL 406.2 AND/OR 407 ON DRAWING C025 AND/OR C026. INSTALL A 6-INCH CAP FOR FUTURE CONNECTION. 4. INSTALL PROPOSED 6-INCH SIDE SEWER PER CITY STANDARD DETAIL 406.2. ALL WYES, CLEANOUTS, AND BENDS AS NECESSARY SHALL BE PER STANDARD DETAIL 406.2 AND THESE FEATURES ARE NOT SHOWN IN PLAN. 5. BEFORE INSTALLING SEWER MAIN, CONTRACTOR SHALL POTHOLE AND VERIFY EXISTING INVERT ELEVATION AND CONNECTION LOCATION AT THE HOUSE. CONTRACTOR SHALL VERIFY REQUIRED CONNECTION MATERIALS. CONTRACTOR SHALL NOTIFY ENGINEER IF CONNECTION TO THE MAIN CANNOT BE MADE AT A MINIMUM 2% SLOPE. 6. EXISTING SIGN TO BE SALVAGED AND REPLACE IN KIND. 7. IF TRENCHLESS INSTALLATION IS USED, THIS LOCATION WILL BE USED FOR A RECEIVING OR LAUNCHING PIT. 8. REPLACE EXISTING LINED BRICK MANHOLE WITH NEW MANHOLE PER CITY STANDARD DETAIL 400.1 AND 401.1 ON DRAWING C025. X 77 7 2 SITE 4 PROFILE KEY MAP REFER TO SHEET C002 & C003 FOR NE 6TH ST PLAN AND PROFILE MH 4-2 KEY MAP NORTH 8" SS PVC 22 2 SITE 4 PLAN 614 AND 618 SHELTON AVE NE LATERAL CONNECTIONS 2 3 EXISTING LINED BRICK MH0990 (TO BE REPLACED) 4 STA 43+52.99 TO STA 52+13.07 STA 50+00 TO STA 52+13.07 2 2 5 4 2 8" SS PVC 6 2 CONTRACTOR TO POTHOLE AND VERIFY LOCATION OF EXISTING SIDE SEWER PRIOR TO CONSTRUCTION OF NEW SEWER STUB. CONNECT TO EXISTING SEWER STUB WEST OF DRIVEWAY. LEGEND: PROPOSED SS PIPE PROPOSED LATERAL ALIGNMENT APPROXIMATE SAWCUT LIMITS SEWER CLEANOUT EX SS PIPE EX WATER PIPE EX SD PIPE EX OVERHEAD WIRES SS C004 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. NEW SEWER MAIN SHALL BE AIR TESTED, UNDER SUPERVISION OF THE CITY INSPECTOR, AND PRESSURIZED PER CITY STANDARD DETAIL 410 ON DRAWING C028. NEW SIDE SEWERS ARE TO BE WATER PRESSURE TESTED PER CITY STANDARD DETAIL 406.2 ON DRAWING C026. 3. ALL REPLACED AND NEW PIPES SHALL BE CONSTRUCTED USING CITY STANDARD TYPICAL TRENCH DETAIL 220.2 ON DRAWING C027 AND PIPE BEDDING DETAIL 405 ON DRAWING C025. TRENCHLESS INSTALLATION SHALL BE CONSTRUCTED PER SECTION 7-20 OF THE SPECIAL PROVISIONS. 4. ALL PAVEMENT SAWCUTTING SHALL FOLLOW CITY STANDARD DETAIL 110.2 ON DRAWING C027. 5. SEE ENLARGED PLANS FOR SIDE SEWER CONSTRUCTION DETAIL ON C005 TO C009 FOR SITE 4. 6. PROTECT EXISTING WATER SERVICE. REPLACE IF DAMAGED.3 MH 4-4 8 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:14:04-07'00' 3910 NE 6TH ST NE 6TH ST SS SS SS SS SS 41+00 3916 NE 6TH ST NE 6TH ST SS SS SS SS SS 42+00 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 8 : 2 3 : 2 9 A M P l o t D a t e : AMW KCS CCT C005 19 CIVIL3910 AND 3916 NE 6TH STSITE 4 201192P200C005.dwg SA d a m s 201192-100000 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 4TH ST UN I O N A V E N E KEY NOTES 3910 NE 6TH ST: 1. LOCATE EXISTING SIDE SEWER FROM HOUSE. 2. CAP EXISTING SIDE SEWER TO EXISTING SEWER MAIN. 3. CONNECT SIDE SEWER TO EXISTING HOME USING A 6" X 4" REDUCER AND OTHER COMPONENTS IF NECESSARY TO ENSURE A SECURE CONNECTION. 4. APPROXIMATE LAYOUT FOR PROPOSED SIDE SEWER. ROUTING SUBJECT TO CHANGE PER HOMEOWNER AND CITY APPROVAL. 5. RESTORE ALL AREA DISTURBED FOR SIDE SEWER INSTALLATION TO LIKE EXISTING CONDITIONS 6. PRESERVE AND PROTECT EXISTING TREE. 7. REMOVE AND REPLACE FENCE IF REQUIRED FOR INSTALLATION OF LATERAL. 8. PROTECT UTILITY POLE FOR SIDE SEWER INSTALLATION. X KEY NOTES 3916 NE 6TH ST: 1. LOCATE EXISTING SIDE SEWER FROM HOUSE. 2. CAP EXISTING SIDE SEWER TO EXISTING SEWER MAIN. 3. CONNECT SIDE SEWER TO EXISTING HOME USING A 6" X 4" REDUCER AND OTHER COMPONENTS IF NECESSARY TO ENSURE A SECURE CONNECTION. 4. APPROXIMATE LAYOUT FOR PROPOSED SIDE SEWER. ROUTING SUBJECT TO CHANGE PER HOMEOWNER AND CITY APPROVAL. 5. RESTORE ALL AREA DISTURBED FOR SIDE SEWER INSTALLATION TO LIKE EXISTING CONDITIONS 7. REMOVE AND REPLACE FENCE IF REQUIRED FOR INSTALLATION OF LATERAL. 8. PROTECT UTILITY POLE FOR SIDE SEWER INSTALLATION. X 5 4 1 SCALE: FILE: 3910 NE 6TH ST SCALE: FILE: 3916 NE 6TH ST (HORIZ) 20'10'0 5' SCALE: 1" = 10' 3 8" PVC SS 8" PVC SS KEY MAP NORTH usanorth811.org KEY MAP 4 4 A C002 1" = 10' 202119200C0101 SITE 4 B C002 1" = 10' 202119200C0101 SITE 4 IE = +/- 416 +/- 131 LF 6" PVC S = 0.0200 +/- 70 LF 6" PVC S = 0.0200 6 2 8 7 5 1 23 7 IE = +/- 417 C005 LEGEND: PROPOSED SS PIPE PROPOSED LATERAL ALIGNMENT APPROXIMATE SAWCUT LIMITS PROPOSED SEWER CLEANOUT PROPOSED LATERAL OPEN CUT INSTALLATION PROPOSED TRENCHLESS LATERAL INSTALLATION (IF TRENCHLESS METHOD USED) EX SS PIPE EX WATER PIPE EX SD PIPE EX OVERHEAD WIRES SS 8 GENERAL NOTES: 1. LOCATIONS OF EXISTING LATERALS ARE ESTIMATED. CONTRACTOR SHALL LOCATE EXISTING LATERALS PRIOR TO DIGGING. 2. CONTRACTOR SHALL LOCATE EXISTING UTILITIES BEFORE DIGGING AND VERIFY SEWER CONNECTION AT HOME. 3. ENLARGED PLANS SHOW PROPOSED LIMITS OF EXCAVATION OF TRENCHLESS AND TRENCHED SIDE SEWER INSTALLATION. SEE SPECIAL PROVISIONS SECTION FOR ADDITIONAL REQUIREMENTS. 4. ALL GRASSED AREAS SHALL BE REPLACED WITH SOD PER STANDARD PLAN 264. 4 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:13:31-07'00' 3922 NE 6TH ST SS SS SS SS SS 42+00 NE 6TH ST 3923 NE 6TH ST SS SS SS SS SS SS SS SS 42+00 43+00 NE 6TH ST PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 2 : 2 7 : 3 8 P M P l o t D a t e : AMW KCS CCT C006 20 CIVIL3922 AND 3923 NE 6TH STSITE 4 201192P200C006.dwg SJ o s h i 201192-100000 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 4TH ST UN I O N A V E N E KEY NOTES 3922 NE 6TH ST: 1. LOCATE EXISTING SIDE SEWER FROM HOUSE. 2. CAP EXISTING SIDE SEWER TO EXISTING SEWER MAIN. 3. CONNECT SIDE SEWER TO EXISTING HOME USING A 6" X 4" REDUCER AND OTHER COMPONENTS IF NECESSARY TO ENSURE A SECURE CONNECTION. 4. APPROXIMATE LAYOUT FOR PROPOSED SIDE SEWER. ROUTING SUBJECT TO CHANGE PER HOMEOWNER AND CITY APPROVAL. 5. RESTORE ALL AREA DISTURBED FOR SIDE SEWER INSTALLATION TO LIKE EXISTING CONDITIONS 7. REMOVE AND REPLACE FENCE IF REQUIRED FOR INSTALLATION OF LATERAL. 8. PROTECT UTILITY POLE FOR SIDE SEWER INSTALLATION. 9. PROJECT IN PLACE EXISTING GAS LATERAL. X 1 KEY NOTES 3923 NE 6TH ST: 1. LOCATE EXISTING SIDE SEWER FROM HOUSE. 2. CAP EXISTING SIDE SEWER TO EXISTING SEWER MAIN. 3.CONNECT SIDE SEWER TO EXISTING HOME USING A 6" X 4" REDUCER AND OTHER COMPONENTS IF NECESSARY TO ENSURE A SECURE CONNECTION. 4. APPROXIMATE LAYOUT FOR PROPOSED SIDE SEWER. ROUTING SUBJECT TO CHANGE PER HOMEOWNER AND CITY APPROVAL. 5. RESTORE ALL AREA DISTURBED FOR SIDE SEWER INSTALLATION TO LIKE EXISTING CONDITIONS X 1 3 (HORIZ) 20'10'0 5' SCALE: 1" = 10' SCALE: FILE: 3922 NE 6TH ST SCALE: FILE: 3923 NE 6TH ST 5 8" SS PVC 8" SS PVC KEY MAP NORTH usanorth811.org KEY MAP 2 C C002 1" = 10' 202119200C0101 SITE 4 D C002 1" = 10' 202119200C0101 SITE 4 IE = +/- 409 +/- 71 LF 6" PVC S = 0.0200 +/- 94 LF 6" PVC S = 0.0200 IE = +/- 414 2 4 5 7 3 4 9 8 C006 LEGEND: PROPOSED SS PIPE PROPOSED LATERAL ALIGNMENT APPROXIMATE SAWCUT LIMITS PROPOSED SEWER CLEANOUT PROPOSED LATERAL OPEN CUT INSTALLATION PROPOSED TRENCHLESS LATERAL INSTALLATION (IF TRENCHLESS METHOD USED) EX SS PIPE EX WATER PIPE EX SD PIPE EX OVERHEAD WIRES SS GENERAL NOTES: 1. LOCATIONS OF EXISTING LATERALS ARE ESTIMATED. CONTRACTOR SHALL LOCATE EXISTING LATERALS PRIOR TO DIGGING. 2. CONTRACTOR SHALL LOCATE EXISTING UTILITIES BEFORE DIGGING AND VERIFY SEWER CONNECTION AT HOME. 3. ENLARGED PLANS SHOW PROPOSED LIMITS OF EXCAVATION OF TRENCHLESS AND TRENCHED SIDE SEWER INSTALLATION. SEE SPECIAL PROVISIONS SECTION FOR ADDITIONAL REQUIREMENTS. 4. ALL GRASSED AREAS SHALL BE REPLACED WITH SOD PER STANDARD PLAN 264. 4 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:13:02-07'00' NE 6TH ST SS SS SS SS 43+00 609 TACOMA AVE NE TA C O M A A V E N E 51 + 0 0 SS SS SS SS PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 8 : 3 2 : 3 3 A M P l o t D a t e : AMW KCS CCT C007 21 CIVIL603 AND 609 TACOMA AVE NESITE 4 201192P200C007.dwg SA d a m s 201192-100000 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 4TH ST UN I O N A V E N E KEY NOTES 603 TACOMA AVE NE: 1. LOCATE EXISTING SIDE SEWER FROM HOUSE. 2. CAP EXISTING SIDE SEWER TO EXISTING SEWER MAIN. 3. CONNECT SIDE SEWER TO EXISTING HOME USING A 6" X 4" REDUCER AND OTHER COMPONENTS IF NECESSARY TO ENSURE A SECURE CONNECTION. 4. APPROXIMATE LAYOUT FOR PROPOSED SIDE SEWER. ROUTING SUBJECT TO CHANGE PER HOMEOWNER AND CITY APPROVAL. 5. RESTORE ALL AREA DISTURBED FOR SIDE SEWER INSTALLATION TO LIKE EXISTING CONDITIONS 7. REMOVE AND REPLACE FENCE IF REQUIRED FOR INSTALLATION OF LATERAL. 10. REPLACE RAISED BED TO EXISTING CONDITIONS. X 1 4 7 4 1 4 5 2 KEY NOTES 609 TACOMA AVE NE: 1. LOCATE EXISTING SIDE SEWER FROM HOUSE. 2. CAP EXISTING SIDE SEWER TO EXISTING SEWER MAIN. 3. CONNECT SIDE SEWER TO EXISTING HOME USING A 6" X 4" REDUCER AND OTHER COMPONENTS IF NECESSARY TO ENSURE A SECURE CONNECTION. 4. APPROXIMATE LAYOUT FOR PROPOSED SIDE SEWER. ROUTING SUBJECT TO CHANGE PER HOMEOWNER AND CITY APPROVAL. 5. ALL EXCAVATION FOR NEW SIDE SEWER INSTALLATION WILL BE RESTORED TO LIKE EXISTING CONDITIONS. X SCALE: FILE: 603 TACOMA AVE NE SCALE: FILE: 609 TACOMA AVE NE (HORIZ) 20'10'0 5' SCALE: 1" = 10' 603 TACOMA AVE NE 3 8" SS PVC 8" SS PVC KEY MAP NORTH usanorth811.org KEY MAP 3 5 E C004 1" = 10' 202119200C0101 SITE 4 F C004 1" = 10' 202119200C0101 SITE 4 IE = +/- 413.80 +/- 101 LF 6" PVC S = 0.0200 IE = +/- 413.97 +/- 67 LF 6" PVC S = 0.0200 2 5 7 10 2 C007 LEGEND: PROPOSED SS PIPE PROPOSED LATERAL ALIGNMENT APPROXIMATE SAWCUT LIMITS PROPOSED SEWER CLEANOUT PROPOSED LATERAL OPEN CUT INSTALLATION PROPOSED TRENCHLESS LATERAL INSTALLATION (IF TRENCHLESS METHOD USED) EX SS PIPE EX WATER PIPE EX SD PIPE EX OVERHEAD WIRES SS GENERAL NOTES: 1. LOCATIONS OF EXISTING LATERALS ARE ESTIMATED. CONTRACTOR SHALL LOCATE EXISTING LATERALS PRIOR TO DIGGING. 2. CONTRACTOR SHALL LOCATE EXISTING UTILITIES BEFORE DIGGING AND VERIFY SEWER CONNECTION AT HOME. 3. ENLARGED PLANS SHOW PROPOSED LIMITS OF EXCAVATION OF TRENCHLESS AND TRENCHED SIDE SEWER INSTALLATION. SEE SPECIAL PROVISIONS SECTION FOR ADDITIONAL REQUIREMENTS. 4. ALL GRASSED AREAS SHALL BE REPLACED WITH SOD PER STANDARD PLAN 264. 4 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:12:31-07'00' 613 TACOMA AVE NE TA C O M A A V E N E TA C O M A A V E N E 52 + 0 0 SS SS SS 617 TACOMA AVE NE TA C O M A A V E N E 621TACOMA AVE NE PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 8 : 3 6 : 1 5 A M P l o t D a t e : AMW KCS CCS C008 22 CIVIL613 AND 617 TACOMA AVE NESITE 4 201192P200C008.dwg SA d a m s 201192-100000 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 4TH ST UN I O N A V E N E KEY NOTES 613 TACOMA AVE NE: 1. LOCATE EXISTING SIDE SEWER FROM HOUSE. 2. CAP EXISTING SIDE SEWER TO EXISTING SEWER MAIN. 3. CONNECT SIDE SEWER TO EXISTING HOME USING A 6" X 4" REDUCER AND OTHER COMPONENTS IF NECESSARY TO ENSURE A SECURE CONNECTION. 4. APPROXIMATE LAYOUT FOR PROPOSED SIDE SEWER. ROUTING SUBJECT TO CHANGE PER HOMEOWNER AND CITY APPROVAL. 5. RESTORE ALL AREA DISTURBED FOR SIDE SEWER INSTALLATION TO LIKE EXISTING CONDITIONS 7. REMOVE AND REPLACE FENCE IF REQUIRED FOR INSTALLATION OF LATERAL. 8. PROTECT UTILITY POLE FOR SIDE SEWER INSTALLATION. X 3 KEY NOTES 617 TACOMA AVE NE: 1. LOCATE EXISTING SIDE SEWER FROM HOUSE. 2. CAP EXISTING SIDE SEWER TO EXISTING SEWER MAIN. 3. CONNECT SIDE SEWER TO EXISTING HOME USING A 6" X 4" REDUCER AND OTHER COMPONENTS IF NECESSARY TO ENSURE A SECURE CONNECTION. 4. APPROXIMATE LAYOUT FOR PROPOSED SIDE SEWER. ROUTING SUBJECT TO CHANGE PER HOMEOWNER AND CITY APPROVAL. 5. RESTORE ALL AREA DISTURBED FOR SIDE SEWER INSTALLATION TO LIKE EXISTING CONDITIONS 7. REMOVE AND REPLACE FENCE IF REQUIRED FOR INSTALLATION OF LATERAL. X 2 3 1 SCALE: FILE: 613 TACOMA AVE NE SCALE: FILE: 617 TACOMA AVE NE (HORIZ) 20'10'0 5' SCALE: 1" = 10' 8" SS PVC 8" SS PVC EX 8" SS usanorth811.org KEY MAP 4 G C004 1" = 10' 202119200C0101 SITE 4 H C004 1" = 10' 202119200C0101 SITE 4 IE = +/- 408.28 +/- 120 LF 6" PVC S = 0.0200 IE = +/- 410.36 +/- 100 LF 6" PVC S = 0.0200 2 5 7 4 1 2 5 4 7 C008 LEGEND: PROPOSED SS PIPE PROPOSED LATERAL ALIGNMENT APPROXIMATE SAWCUT LIMITS PROPOSED SEWER CLEANOUT PROPOSED LATERAL OPEN CUT INSTALLATION PROPOSED TRENCHLESS LATERAL INSTALLATION (IF TRENCHLESS METHOD USED) EX SS PIPE EX WATER PIPE EX SD PIPE EX OVERHEAD WIRES SS 8 GENERAL NOTES: 1. LOCATIONS OF EXISTING LATERALS ARE ESTIMATED. CONTRACTOR SHALL LOCATE EXISTING LATERALS PRIOR TO DIGGING. 2. CONTRACTOR SHALL LOCATE EXISTING UTILITIES BEFORE DIGGING AND VERIFY SEWER CONNECTION AT HOME. 3. ENLARGED PLANS SHOW PROPOSED LIMITS OF EXCAVATION OF TRENCHLESS AND TRENCHED SIDE SEWER INSTALLATION. SEE SPECIAL PROVISIONS SECTION FOR ADDITIONAL REQUIREMENTS. 4. ALL GRASSED AREAS SHALL BE REPLACED WITH SOD PER STANDARD PLAN 264. 4 4 MH MH Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:10:56-07'00' 614 SHELTON AVE NE SH E L T O N A V E N E 618 SHELTON AVE NE SH E L T O N A V E N E PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 8 : 3 8 : 5 4 A M P l o t D a t e : AMW KCS CCT C009 23 CIVIL614 AND 618 SHELTON AVE NESITE 4 201192P200C009.dwg SA d a m s 201192-100000 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 4TH ST UN I O N A V E N E KEY NOTES 614 SHELTON AVE NE: 1. LOCATE EXISTING SIDE SEWER FROM HOUSE. 2. CAP EXISTING SIDE SEWER TO EXISTING SEWER MAIN. 3. CONNECT SIDE SEWER TO EXISTING HOME USING A 6" X 4" REDUCER AND OTHER COMPONENTS IF NECESSARY TO ENSURE A SECURE CONNECTION. 4. APPROXIMATE LAYOUT FOR PROPOSED SIDE SEWER. ROUTING SUBJECT TO CHANGE PER HOMEOWNER AND CITY APPROVAL. 5. RESTORE ALL AREA DISTURBED FOR SIDE SEWER INSTALLATION TO LIKE EXISTING CONDITIONS X (HORIZ) 20'10'0 5' SCALE: 1" = 10' SCALE: FILE: 614 SHELTON AVE NE SCALE: FILE: 618 SHELTON AVE NE KEY NOTES 618 SHELTON AVE NE: 1. LOCATE EXISTING SIDE SEWER FROM HOUSE. 2. CAP EXISTING SIDE SEWER TO EXISTING SEWER MAIN. 3. CONNECT SIDE SEWER TO EXISTING HOME USING A 6" X 4" REDUCER AND OTHER COMPONENTS IF NECESSARY TO ENSURE A SECURE CONNECTION. 4. APPROXIMATE LAYOUT FOR PROPOSED SIDE SEWER. ROUTING SUBJECT TO CHANGE PER HOMEOWNER AND CITY APPROVAL. 5. RESTORE ALL AREA DISTURBED FOR SIDE SEWER INSTALLATION TO LIKE EXISTING CONDITIONS 11. INSTALL WYE AND CAP FOR FUTURE CONNECTION. CONTRACTOR SHALL WORK WITH PROPERTY OWNER TO DECIDE ON LOCATION. X 5 EX 8" SS KEY MAP NORTH usanorth811.org KEY MAP A 1" = 10' 202119200C0101 SITE 4 B 1" = 10' 202119200C0101 SITE 4 37 LF 6" PVC S = 0.0200 +/- 97 LF 6" S =0.0200 IE = +/- 411 1 2 3 411 4 5 3 1 2 EX 8" SS IE = +/- 411 C009 LEGEND: PROPOSED SS PIPE PROPOSED LATERAL ALIGNMENT APPROXIMATE SAWCUT LIMITS PROPOSED SEWER CLEANOUT PROPOSED LATERAL OPEN CUT INSTALLATION PROPOSED TRENCHLESS LATERAL INSTALLATION (IF TRENCHLESS METHOD USED) EX SS PIPE EX WATER PIPE EX SD PIPE EX OVERHEAD WIRES SS GENERAL NOTES: 1. LOCATIONS OF EXISTING LATERALS ARE ESTIMATED. CONTRACTOR SHALL LOCATE EXISTING LATERALS PRIOR TO DIGGING. 2. CONTRACTOR SHALL LOCATE EXISTING UTILITIES BEFORE DIGGING AND VERIFY SEWER CONNECTION AT HOME. 3. ENLARGED PLANS SHOW PROPOSED LIMITS OF EXCAVATION OF TRENCHLESS AND TRENCHED SIDE SEWER INSTALLATION. SEE SPECIAL PROVISIONS SECTION FOR ADDITIONAL REQUIREMENTS. 4. ALL GRASSED AREAS SHALL BE REPLACED WITH SOD PER STANDARD PLAN 264. Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:10:18-07'00' ••• • • • • • • • • • • • • • • • • • • • • • • • • •••• • • • • • • • • • • • 48" MH5-3 48" MH5-2 3304 NE 6TH ST 3310 NE 6TH ST 3316 NE 6TH ST 3322 NE 6TH ST 3328 NE 6TH ST 3334 NE 6TH ST 3303 NE 6TH ST 3309 NE 6TH ST 577 NEWPORT AVE MO N R O E A V E N E NE W P O R T A V E N E 6TH ST NE 60+00 61+00 62+00 63+00SSSSSSSSSSSSSS 360 365 370 375 380 385 390 360 365 370 375 380 385 390 59+80 60+00 61+00 62+00 63+00 ST A . 6 0 + 0 5 . 4 8 48 " M H 5 - 3 RI M = 3 8 0 . 1 0 IN V O U T = 3 7 6 . 8 9 ( 8 " E ) 278 LF 8" PVC @ S=1.93% ST A . 6 2 + 8 3 . 4 6 48 " M H 5 - 2 IN V I N = 3 7 1 . 5 3 ( 8 " W ) RI M = 3 8 3 . 7 3 IN V O U T = 3 7 1 . 3 3 ( 8 " E ) EXISTING GRADE @ CL OF PIPELINE EX W IN V = 3 7 9 . 3 ± ST A . 6 0 + 5 7 . 0 4 6" L A T E R A L ST A . 6 1 + 5 7 . 3 8 6" L A T E R A L ST A . 6 1 + 6 1 . 1 0 6" L A T E R A L ST A . 6 2 + 6 0 . 0 0 6" L A T E R A L ST A . 6 2 + 6 4 . 8 2 6" L A T E R A L ST A . 6 0 + 0 9 . 6 7 6" L A T E R A L EX W IN V = 3 8 3 . 3 ± EX G IN V = 3 8 2 . 7 ± EX 1 0 " W IN V = U N K EX W IN V = U N K (HORIZ) 10'5'0 2.5' SCALE: 1" = 5' 40'20'0 10' SCALE: 1" = 20'(VERT) PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 8 : 4 1 : 2 5 A M P l o t D a t e : AMW KCS CCT C010 24 CIVILPLAN AND PROFILE SITE 5STA 60+05.48 TO STA 63+00 201192P200C010.dwg SA d a m s 201192-100000 KEY NOTES: 1. INSTALL NEW MANHOLE PER CITY STANDARD DETAIL 400.1 AND 401.1. 2. INSTALL NEW 8” PVC SEWER PIPE PER SECTION PER SPECIFICATION SECTION 7-17. 3. FURNISH AND INSTALL 6-INCH PVC SEWER STUB AND CLEANOUT PER STANDARD DETAIL 406.2 AND/OR 407 ON DRAWING C025 AND/OR C026. 4. CONTRACTOR MAY CHOOSE TO INSTALL 6-INCH SIDE SEWER BY TRENCHLESS OR OPEN TRENCH METHOD. CONTRACTOR TO REFERENCE STANDARD DETAIL 406.2. ALL WYES, CLEANOUTS, AND BENDS AS NECESSARY SHALL BE PER STANDARD DETAIL 406.2, AND THESE FEATURES ARE NOT SHOWN IN PLAN. 5. BEFORE INSTALLING THE SEWER MAIN, CONTRACTOR SHALL POTHOLE AND VERIFY EXISTING INVERT ELEVATION AND CONNECTION LOCATION AT THE HOUSE. CONTRACTOR SHALL VERIFY REQUIRED CONNECTION MATERIALS. CONTRACTOR SHALL NOTIFY ENGINEER IF CONNECTION TO THE MAIN CANNOT BE MADE AT A MINIMUM 2% SLOPE. 6. IF TRENCHLESS INSTALLATION IS USED, THIS LOCATION WILL BE USED FOR A RECEIVING OR LAUNCHING PIT. 7. EXISTING ABANDONED 4-INCH STEEL WATER LINE. REMOVE AS NECESSARY FOR THE INSTALLATION OF NEW SIDE SEWERS. 8. CONTRACTOR TO POTHOLE AND VERIFY ELEVATION OF EXISTING WATER MAIN PRIOR TO INSTALLATION OF SEWER MAIN. 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. NEW SEWER MAIN SHALL BE AIR TESTED, UNDER SUPERVISION OF THE CITY INSPECTOR, AND PRESSURIZED PER CITY STANDARD DETAIL 410 ON DRAWING C028. NEW SIDE SEWERS ARE TO BE WATER PRESSURE TESTED PER CITY STANDARD DETAIL 406.2 ON DRAWING C026. 3. ALL REPLACED AND NEW PIPES SHALL BE CONSTRUCTED USING CITY STANDARD TYPICAL TRENCH DETAIL 220.2 ON DRAWING C027 AND PIPE BEDDING DETAIL 405 ON DRAWING C025. TRENCHLESS INSTALLATION SHALL BE CONSTRUCTED PER SECTION 7-20 OF THE SPECIAL PROVISIONS. 4. ALL PAVEMENT SAWCUTTING SHALL FOLLOW CITY STANDARD DETAIL 110.2 ON DRAWING C027. 5. SEE ENLARGED PLANS FOR SIDE SEWER CONSTRUCTION DETAILS ON C012 TO C015 FOR SITE 5. 6. PROTECT EXISTING WATER SERVICE. REPLACE IF DAMAGED. X 2 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 4TH ST MO N R O E A V E N E 1 1 MA T C H L I N E S T A 6 3 + 0 0 S E E D W G C 0 1 1 8" SS PVC 3 3 33 33 SITE 5 PROFILE SITE 5 PLAN KEY MAP NORTH usanorth811.org KEY MAP 66 66 5 5 5 5 5 544 44 44 STA 60+05.48 TO STA 63+00 STA 60+00 TO STA 63+00 C010 LEGEND: PROPOSED SS PIPE PROPOSED LATERAL ALIGNMENT APPROXIMATE SAWCUT LIMITS PROPOSED SEWER CLEANOUT EX SS PIPE EX WATER PIPE EX SD PIPE EX OVERHEAD WIRES GAS EX TELECOM SS 7 7 8 7 8 7 8 7 8 7 8 7 8 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:09:27-07'00' • • • • • • • • 48" MH5-2 OL Y M P I A A V E N E OL Y M P I A A V E N E 48" MH5-1 3404 NE 6TH ST 3410 NE 6TH ST 3416 NE 6TH ST 3422 NE 6TH ST 3428 NE 6TH ST 3407 NE 6TH ST 579 OLYMPIA AVE NE NE 6TH ST 574 NEWPORT AVE 65 + 2 7 . 9 3 63+00 64+00 65 + 0 0 SS SS SS SS SS 350 355 360 365 370 375 380 385 350 355 360 365 370 375 380 385 63+00 64+00 65+00 65+60 ST A . 6 5 + 2 4 . 7 2 EX 4 8 " M H 1 1 4 8 IN V I N = 3 5 8 . 8 5 ( 8 " N ) EX I N V O U T = 3 5 8 . 7 5 ( 8 " S ) RI M = 3 6 7 . 6 9 ST A . 6 4 + 9 7 . 0 1 48 " M H 5 - 1 IN V I N = 3 5 9 . 3 0 ( 8 " W ) RI M = 3 6 7 . 3 9 IN V O U T = 3 5 9 . 1 0 ( 8 " S ) 214 LF 8" P V C @ S = 5 . 6 3 % 27.7 LF 8" PVC @ S=0.90% EXISTING GRADE @ CL OF PIPELINE ST A . 6 3 + 1 7 . 4 3 6" L A T E R A L ST A . 6 4 + 1 8 . 1 1 6" L A T E R A L EX W IN V = 3 7 2 . 8 ± 10'5'0 2.5' SCALE: 1" = 5' 40'20'0 10' SCALE: 1" = 20' PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 8 : 4 4 : 2 1 A M P l o t D a t e : AMW KCS CCT C011 25 CIVILPLAN AND PROFILE SITE 5STA 63+00 TO STA 65+24.72 201192P200C011.dwg SA d a m s 201192-100000 2 1 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 4TH ST MO N R O E A V E N E 3 KEY NOTES: 1. INSTALL NEW MANHOLE PER CITY STANDARD DETAIL 400.1 AND 401.1. 2. INSTALL NEW 8” PVC SEWER PIPE PER SECTION PER SPECIFICATION SECTION 7-17. 3. FURNISH AND INSTALL 6-INCH PVC SEWER STUB AND CLEANOUT PER STANDARD DETAIL 406.2 AND/OR 407 ON DRAWING C025 AND/OR C026. 4. CONTRACTOR MAY CHOOSE TO INSTALL 6-INCH SIDE SEWER BY TRENCHLESS OR OPEN TRENCH METHOD. CONTRACTOR TO REFERENCE STANDARD DETAIL 406.2. ALL WYES, CLEANOUTS, AND BENDS AS NECESSARY SHALL BE PER STANDARD DETAIL 406.2 AND THESE FEATURES ARE NOT SHOWN IN PLAN. 5. BEFORE INSTALLING SEWER MAIN, CONTRACTOR SHALL POTHOLE AND VERIFY EXISTING INVERT ELEVATION AND CONNECTION LOCATION AT THE HOUSE. CONTRACTOR SHALL VERIFY REQUIRED CONNECTION MATERIALS. CONTRACTOR SHALL NOTIFY ENGINEER IF CONNECTION TO THE MAIN CANNOT BE MADE AT A MINIMUM 2% SLOPE. 6. IF TRENCHLESS INSTALLATION IS USED, THIS LOCATION WILL BE USED FOR A RECEIVING OR LAUNCHING PIT. 7. CORE AND CONNECT TO EXISTING MANHOLE WITH KOR-N-SEAL BOOT OR APPROVED EQUAL. RECHANNELIZE EXISTING STRUCTURE TO FACILITATE FLOW. 8. EXISTING ABANDONED 4-INCH STEEL WATER LINE. REMOVE AS NECESSARY FOR THE INSTALLATION OF NEW SIDE SEWERS. 9. CONTRACTOR TO POTHOLE AND VERIFY ELEVATION OF EXISTING WATER MAIN PRIOR TO INSTALLATION OF SEWER MAIN. 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. NEW SEWER MAIN SHALL BE AIR TESTED, UNDER SUPERVISION OF CITY INSPECTOR, AND PRESSURIZED PER CITY STANDARD DETAIL 410. NEW SIDE SEWERS ARE TO BE WATER PRESSURE TESTED PER COR STANDARD PLAN 406.2. 3. ALL REPLACED AND NEW PIPES SHALL BE CONSTRUCTED USING CITY STANDARD TYPICAL TRENCH DETAIL 220.2 ON DRAWING C027 AND PIPE BEDDING DETAIL 405 ON DRAWING C025. TRENCHLESS INSTALLATION SHALL BE CONSTRUCTED PER SECTION 7-20 OF THE SPECIAL PROVISIONS. 4. ALL PAVEMENT SAWCUTTING SHALL FOLLOW CITY STANDARD DETAIL 110.2 ON DRAWING C027. 5. SEE ENLARGED PLANS FOR SIDE SEWER CONSTRUCTION DETAILS ON C012 TO C015 FOR SITE 5. 6. PROTECT EXISTING WATER SERVICE. REPLACE IF DAMAGED. X 2 3 MA T C H L I N E S T A 6 3 + 0 0 S E E D W G C 0 1 0 SITE 5 PROFILE SITE 5 PLAN KEY MAP NORTH KEY MAP 66 (VERT) (HORIZ) 7 5 5 4 4 8" SS PVC STA 63+00 TO STA 65+24.72 STA 63+00 TO STA 65+24.72 C011 LEGEND: PROPOSED SS PIPE PROPOSED LATERAL ALIGNMENT APPROXIMATE SAWCUT LIMITS SEWER CLEANOUT EX SS PIPE EX WATER PIPE EX SD PIPE EX OVERHEAD WIRES GAS SS usanorth811.org 9 8 8 9 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:08:09-07'00' 3304 NE 6TH ST 60+00 SS SS SS 3310 NE 6TH ST 61+00 SS SS SS SS PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 8 : 4 6 : 1 3 A M P l o t D a t e : AMW KCS CCT C012 26 CIVIL3304 AND 3310 NE 6TH STSITE 5 201192P200C012.dwg SA d a m s 201192-100000 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 4TH ST MO N R O E A V E N E KEY NOTES 3304 NE 6TH ST: 1. LOCATE EXISTING SIDE SEWER FROM HOUSE. 2. CAP EXISTING SIDE SEWER TO EXISTING SEWER MAIN. 3. CONNECT SIDE SEWER TO EXISTING HOME USING A 6" X 4" REDUCER AND OTHER COMPONENTS IF NECESSARY TO ENSURE A SECURE CONNECTION. 4. APPROXIMATE LAYOUT FOR PROPOSED SIDE SEWER. ROUTING SUBJECT TO CHANGE PER HOMEOWNER AND CITY APPROVAL. 5. RESTORE ALL AREA DISTURBED FOR SIDE SEWER INSTALLATION TO LIKE EXISTING CONDITIONS 9. ALL ROCKIES SHALL BE RESTORED TO LIKE EXISTING CONDITION. X KEY NOTES 3310 NE 6TH ST: 1. LOCATE EXISTING SIDE SEWER FROM HOUSE. 2. CAP EXISTING SIDE SEWER TO EXISTING SEWER MAIN. 3. CONNECT SIDE SEWER TO EXISTING HOME USING A 6" X 4" REDUCER AND OTHER COMPONENTS IF NECESSARY TO ENSURE A SECURE CONNECTION. 4. APPROXIMATE LAYOUT FOR PROPOSED SIDE SEWER. ROUTING SUBJECT TO CHANGE PER HOMEOWNER AND CITY APPROVAL. 5. RESTORE ALL AREA DISTURBED FOR SIDE SEWER INSTALLATION TO LIKE EXISTING CONDITIONS 9. ALL ROCKIES SHALL BE RESTORED TO LIKE EXISTING CONDITION. X (HORIZ) 20'10'0 5' SCALE: 1" = 10' SCALE: FILE: 3304 NE 6TH ST SCALE: FILE: 3310 NE 6TH ST 8" SS PVC 8" SS PVC MH5-3 9 5 3 1 9 KEY MAP NORTH usanorth811.org KEY MAP A C010 1" = 10' 202119200C0101 SITE 5 B C010 1" = 10' 202119200C0101 SITE 5 IE = +/- 382 +/- 164 LF 6" PVC S = 0.0200 IE = +/- 381 +/- 122 LF 6" PVC S = 0.0200 NE 6TH ST NE 6TH ST 5 23 1 2 C012 4 4 GENERAL NOTES: 1. LOCATIONS OF EXISTING LATERALS ARE ESTIMATED. CONTRACTOR SHALL LOCATE EXISTING LATERALS PRIOR TO DIGGING. 2. CONTRACTOR SHALL LOCATE EXISTING UTILITIES BEFORE DIGGING AND VERIFY SEWER CONNECTION AT HOME. 3. ENLARGED PLANS SHOW PROPOSED LIMITS OF EXCAVATION OF TRENCHLESS AND TRENCHED SIDE SEWER INSTALLATION. SEE SPECIAL PROVISIONS SECTION FOR ADDITIONAL REQUIREMENTS. 4. ALL GRASSED AREAS SHALL BE REPLACED WITH SOD PER STANDARD PLAN 264. LEGEND: PROPOSED SS PIPE PROPOSED LATERAL ALIGNMENT APPROXIMATE SAWCUT LIMITS PROPOSED SEWER CLEANOUT PROPOSED LATERAL OPEN CUT INSTALLATION PROPOSED TRENCHLESS LATERAL INSTALLATION (IF TRENCHLESS METHOD USED) EX SS PIPE EX WATER PIPE EX SD PIPE EX OVERHEAD WIRES EX GAS SS 4 4 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:07:39-07'00' 3316 NE 6TH ST 61+00 SS SS SS SS 3322 NE 6TH ST SS SS SS SS 62+00 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 8 : 4 8 : 0 8 A M P l o t D a t e : AMW KCS CCT C013 27 CIVIL3316 AND 3322 NE 6TH STSITE 5 201192P200C013.dwg SA d a m s 201192-100000 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 4TH ST MO N R O E A V E N E KEY NOTES 3316 NE 6TH ST: 1. LOCATE EXISTING SIDE SEWER FROM HOUSE. 2. CAP EXISTING SIDE SEWER TO EXISTING SEWER MAIN. 3. CONNECT SIDE SEWER TO EXISTING HOME USING A 6" X 4" REDUCER AND OTHER COMPONENTS IF NECESSARY TO ENSURE A SECURE CONNECTION. 4. APPROXIMATE LAYOUT FOR PROPOSED SIDE SEWER. ROUTING SUBJECT TO CHANGE PER HOMEOWNER AND CITY APPROVAL. 5. RESTORE ALL AREA DISTURBED FOR SIDE SEWER INSTALLATION TO LIKE EXISTING CONDITIONS 7. PRESERVE AND PROTECT EXISTING TREE. X (HORIZ) 20'10'0 5' SCALE: 1" = 10' SCALE: FILE: 3316 NE 6TH ST 7 5 1 3 8" SS PVC KEY NOTES 3322 NE 6TH ST: 1. LOCATE EXISTING SIDE SEWER FROM HOUSE. 2. CAP EXISTING SIDE SEWER TO EXISTING SEWER MAIN. 3. CONNECT SIDE SEWER TO EXISTING HOME USING A 6" X 4" REDUCER AND OTHER COMPONENTS IF NECESSARY TO ENSURE A SECURE CONNECTION. 4. APPROXIMATE LAYOUT FOR PROPOSED SIDE SEWER. ROUTING SUBJECT TO CHANGE PER HOMEOWNER AND CITY APPROVAL. 5. RESTORE ALL AREA DISTURBED FOR SIDE SEWER INSTALLATION TO LIKE EXISTING CONDITIONS X 1 SCALE: FILE: 3322 NE 6TH ST 8" SS PVC KEY MAP NORTH KEY MAP 3 C C010 1" = 10' 202119200C0101 SITE 5 D C010 1" = 10' 202119200C0101 SITE 5 IE = +/- 382.92 +/- 125 LF 6" PVC S = 0.0200 IE = +/- 380 +/- 136 LF 6" PVC S = 0.0200 NE 6TH ST NE 6TH ST 2 5 2 4 C013 4 LEGEND: PROPOSED SS PIPE PROPOSED LATERAL ALIGNMENT APPROXIMATE SAWCUT LIMITS PROPOSED SEWER CLEANOUT PROPOSED LATERAL OPEN CUT INSTALLATION PROPOSED TRENCHLESS LATERAL INSTALLATION (IF TRENCHLESS METHOD USED) EX SS PIPE EX WATER PIPE EX SD PIPE EX OVERHEAD WIRES EX GAS SS usanorth811.org GENERAL NOTES: 1. LOCATIONS OF EXISTING LATERALS ARE ESTIMATED. CONTRACTOR SHALL LOCATE EXISTING LATERALS PRIOR TO DIGGING. 2. CONTRACTOR SHALL LOCATE EXISTING UTILITIES BEFORE DIGGING AND VERIFY SEWER CONNECTION AT HOME. 3. ENLARGED PLANS SHOW PROPOSED LIMITS OF EXCAVATION OF TRENCHLESS AND TRENCHED SIDE SEWER INSTALLATION. SEE SPECIAL PROVISIONS SECTION FOR ADDITIONAL REQUIREMENTS. 4. ALL GRASSED AREAS SHALL BE REPLACED WITH SOD PER STANDARD PLAN 264. 4 4 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:07:16-07'00' 3328 NE 6TH ST 62+0062+00 SS SS SS SS 3334 NE 6TH ST 63+00SSSSSS SS PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 8 : 5 0 : 0 9 A M P l o t D a t e : AMW KCS CCT C014 28 CIVIL3328 AND 3334 NE 6TH STSITE 5 201192P200C014.dwg SA d a m s 201192-100000 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 4TH ST MO N R O E A V E N E KEY NOTES 3328 NE 6TH ST: 1. LOCATE EXISTING SIDE SEWER FROM HOUSE. 2. CAP EXISTING SIDE SEWER TO EXISTING SEWER MAIN. 3. CONNECT SIDE SEWER TO EXISTING HOME USING A 6" X 4" REDUCER AND OTHER COMPONENTS IF NECESSARY TO ENSURE A SECURE CONNECTION. 4. APPROXIMATE LAYOUT FOR PROPOSED SIDE SEWER. ROUTING SUBJECT TO CHANGE PER HOMEOWNER AND CITY APPROVAL. 5. RESTORE ALL AREA DISTURBED FOR SIDE SEWER INSTALLATION TO LIKE EXISTING CONDITIONS X SCALE: FILE: 3328 NE 6TH ST (HORIZ) 20'10'0 5' SCALE: 1" = 10' 4 4 8" SS PVC X KEY NOTES 3334 NE 6TH ST: 1. LOCATE EXISTING SIDE SEWER FROM HOUSE. 2. CAP EXISTING SIDE SEWER TO EXISTING SEWER MAIN. 3. CONNECT SIDE SEWER TO EXISTING HOME USING A 6" X 4" REDUCER AND OTHER COMPONENTS IF NECESSARY TO ENSURE A SECURE CONNECTION. 4. APPROXIMATE LAYOUT FOR PROPOSED SIDE SEWER. ROUTING SUBJECT TO CHANGE PER HOMEOWNER AND CITY APPROVAL. 5. RESTORE ALL AREA DISTURBED FOR SIDE SEWER INSTALLATION TO LIKE EXISTING CONDITIONS SCALE: FILE: NE 6TH ST 3334 NE 6TH ST 8" SS PVC MH5-2 3 1 KEY MAP NORTH usanorth811.org KEY MAP 4 E C010 1" = 10' 202119200C0101 SITE 5 F C010 1" = 10' 202119200C0101 SITE 5 IE = +/- 377.17 +/- 120 LF 6" PVC S = 0.0200 +/- 118 LF 6" PVC S = 0.0200 IE = +/- 377.50 NE 6TH ST 5 2 5 3 12 C014 LEGEND: PROPOSED SS PIPE PROPOSED LATERAL ALIGNMENT APPROXIMATE SAWCUT LIMITS PROPOSED SEWER CLEANOUT PROPOSED LATERAL OPEN CUT INSTALLATION PROPOSED TRENCHLESS LATERAL INSTALLATION (IF TRENCHLESS METHOD USED) EX SS PIPE EX WATER PIPE EX SD PIPE EX OVERHEAD WIRES EX GAS SS GENERAL NOTES: 1. LOCATIONS OF EXISTING LATERALS ARE ESTIMATED. CONTRACTOR SHALL LOCATE EXISTING LATERALS PRIOR TO DIGGING. 2. CONTRACTOR SHALL LOCATE EXISTING UTILITIES BEFORE DIGGING AND VERIFY SEWER CONNECTION AT HOME. 3. ENLARGED PLANS SHOW PROPOSED LIMITS OF EXCAVATION OF TRENCHLESS AND TRENCHED SIDE SEWER INSTALLATION. SEE SPECIAL PROVISIONS SECTION FOR ADDITIONAL REQUIREMENTS. 4. ALL GRASSED AREAS SHALL BE REPLACED WITH SOD PER STANDARD PLAN 264. 4 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:06:35-07'00' 3404 NE 6TH ST SS SS SS SS 3410 NE 6TH ST 64+00 SS SS SS SS SS PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 8 : 5 1 : 5 3 A M P l o t D a t e : AMW KCS CCT C015 29 CIVIL3404 AND 3410 NE 6TH STSITE 5 201192P200C015.dwg SA d a m s 201192-100000 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 4TH ST MO N R O E A V E N E KEY NOTES 3404 NE 6TH ST: 1. LOCATE EXISTING SIDE SEWER FROM HOUSE. 2. CAP EXISTING SIDE SEWER TO EXISTING SEWER MAIN. 3. CONNECT SIDE SEWER TO EXISTING HOME USING A 6" X 4" REDUCER AND OTHER COMPONENTS IF NECESSARY TO ENSURE A SECURE CONNECTION. 4. APPROXIMATE LAYOUT FOR PROPOSED SIDE SEWER. ROUTING SUBJECT TO CHANGE PER HOMEOWNER AND CITY APPROVAL. 5. RESTORE ALL AREA DISTURBED FOR SIDE SEWER INSTALLATION TO LIKE EXISTING CONDITIONS 6. PROVIDE SUPPORT AND PROTECTION FOR UTILITY POLE 7. PROVIDE THREE FOOT VERTICAL CLEARANCE FOR EXISTING WATER LINE. PROVIDE SUPPORT AND PROJECT DURING SIDE SEWER INSTALLATION. 8. PROVIDE THREE FOOT VERTICAL CLEARANCE FOR EXISTING GAS LINE. PROVIDE SUPPORT AND PROTECT DURING SIDE SEWER INSTALLATION. X KEY NOTES 3410 NE 6TH ST: 1. LOCATE EXISTING SIDE SEWER FROM HOUSE. 2. CAP EXISTING SIDE SEWER TO EXISTING SEWER MAIN. 3. CONNECT SIDE SEWER TO EXISTING HOME USING A 6" X 4" REDUCER AND OTHER COMPONENTS IF NECESSARY TO ENSURE A SECURE CONNECTION. 4. APPROXIMATE LAYOUT FOR PROPOSED SIDE SEWER. ROUTING SUBJECT TO CHANGE PER HOMEOWNER AND CITY APPROVAL. 5. RESTORE ALL AREA DISTURBED FOR SIDE SEWER INSTALLATION TO LIKE EXISTING CONDITIONS X 1 4 SCALE: FILE: 3404 NE 6TH ST SCALE: FILE: 3410 NE 6TH ST (HORIZ) 20'10'0 5' SCALE: 1" = 10' 3 3 8" SS PVC 8" SS PVC KEY MAP NORTH KEY MAP 4 G C011 1" = 20' 202119200C0101 SITE 5 H C011 1" = 20' 202119200C0101 SITE 5 IE = +/- 376 +/- 118 LF 6" PVC S = 0.0200 +/- 126 LF 6" PVC S = 0.0200 IE = +/- 367 NE 6TH ST NE 6TH ST 2 5 12 5 7 8 6 C015 usanorth811.org LEGEND: PROPOSED SS PIPE PROPOSED LATERAL ALIGNMENT APPROXIMATE SAWCUT LIMITS PROPOSED SEWER CLEANOUT PROPOSED LATERAL OPEN CUT INSTALLATION PROPOSED TRENCHLESS LATERAL INSTALLATION (IF TRENCHLESS METHOD USED) EX SS PIPE EX WATER PIPE EX SD PIPE EX OVERHEAD WIRES EX GAS SS GENERAL NOTES: 1. LOCATIONS OF EXISTING LATERALS ARE ESTIMATED. CONTRACTOR SHALL LOCATE EXISTING LATERALS PRIOR TO DIGGING. 2. CONTRACTOR SHALL LOCATE EXISTING UTILITIES BEFORE DIGGING AND VERIFY SEWER CONNECTION AT HOME. 3. ENLARGED PLANS SHOW PROPOSED LIMITS OF EXCAVATION OF TRENCHLESS AND TRENCHED SIDE SEWER INSTALLATION. SEE SPECIAL PROVISIONS SECTION FOR ADDITIONAL REQUIREMENTS. 4. ALL GRASSED AREAS SHALL BE REPLACED WITH SOD PER STANDARD PLAN 264. 4 4 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:06:03-07'00' • • • • • • • • NE 1 0 T H S T 1019 MONROE AVE NE MONROE AVE NE LYNWOOD AVE NE 1025 MONROE AVE NE 1013 MONROE AVE NE 1009 MONROE AVE NE 1005 MONROE AVE NE 40'20'0 10' SCALE: 1" = 20' FILE: PLAN SITE 7 20119200C0101 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 8 : 5 3 : 3 3 A M P l o t D a t e : AMW KCS CCT C016 30 CIVILPLANSITE 7 201192P200C016.dwg SA d a m s 201192-100000 usanorth811.org MA T C H L I N E S E E D W G C 0 1 7 KEY NOTES: 1. REPLACE EXISTING SIDE SEWER TEE. CUT IN NEW 6 X 6 INCH DUCTILE IRON TEE INCLUDING UP TO 3 FEET OF SPOOLING FOR EACH CONNECTION, RECONNECT TO EXISTING WITH STRONG BACK FLEXIBLE COUPLING (FERNCO OR APPROVED EQUAL). 2. CONTRACTOR SHALL USE INDICATED SIDE OF THE PROPERTY TO ACCESS THE BACKYARD. FINAL COORDINATION SHALL BE DONE WITH THE PROPERTY OWNER/RESIDENT. 3. RESTORE LANDSCAPING TO MATCH EXISTING OR BETTER. 4. RESTORE EXISTING CONCRETE IN-KIND TO NEAREST JOINT. IF NO JOINTS EXIST, RESTORATION LIMITS DETERMINED BY INSPECTOR. PANELING TO MATCH EXISTING OR BETTER. 5. REMOVE EXISTING CLEANOUT. 6. INSTALL NEW SHALLOW MANHOLE PER CITY STANDARD DETAIL 400.2. EXTEND EXISTING 8" SEWER MAIN TO NEW SHALLOW MANHOLE. CONTRACTOR TO POTHOLE TO DETERMINE DEPTH OF SHALLOW MANHOLE IN THE FIELD PRIOR TO ORDERING. 7. CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE BEST METHODOLOGY TO REPLACE EXISTING TEE THAT RESIDES BENEATH EXISTING SHED. GENERAL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE ON PRIVATE PROPERTY. 2. EXISTING SIDE SEWER CONNECTIONS ARE APPROXIMATE. PROVIDE SURVEYED DEPTHS ARE ESTIMATES. CONTRACTOR TO FIELD LOCATE CONNECTIONS BEFORE EXCAVATION. 3. CONTRACTOR SHALL ENTER EACH PROPERTY AS INDICATED ON THE DRAWING. 1 1 1 1 1 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 7TH ST MO N R O E A V E N E KEY PLAN NORTH KEY PLAN 1 1 1 11 3 4 33 5 6 3 3 3 4 4 7 4 2 22 2 3 EX 6" SS CON EX 6" SS CON LEGEND - SIDE SEWER CONNECTION REPLACEMENT. MEASURE IF GIVEN, IS THE APPROXIMATE DEPTH OF TEE. 3 C016 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:05:41-07'00' • • • • • • • • NE 1 0 T H S T MONROE AVE NE LYNWOOD AVE NE 867 MONROE AVE NE871 MONROE AVE NE903 MONROE AVE NE909 MONROE AVE NE915 MONROE AVE NE921 MONROE AVE NE 932 LYNNWOOD AVE NE 926 LYNNWOOD AVE NE 920 LYNNWOOD AVE NE 914 LYNNWOOD AVE NE 908 LYNNWOOD AVE NE 852 LYNNWOOD AVE NE 3'9"4'2"4'2"4'6'6"6'11" 40'20'0 10' SCALE: 1" = 20' FILE: PLAN SITE 7 20119200C0101 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 8 : 5 5 : 2 3 A M P l o t D a t e : AMW KCS CCT C017 31 CIVILPLANSITE 7 201192P200C017.dwg SA d a m s 201192-100000 usanorth811.org KEY PLAN NORTH MA T C H L I N E S E E D W G C 0 1 6 11111 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 7TH ST MO N R O E A V E N E MA T C H L I N E S E E D W G C 0 1 8 KEY PLAN 1 1 1 KEY NOTES: 1. REMOVE EXISTING SIDE SEWER CONNECTION AND 3 FEET OF SIDE SEWER. REPLACE EXISTING SIDE SEWER TEE PER STANDARD PLAN 406.10. 2. CONTRACTOR SHALL USE INDICATED SIDE OF THE PROPERTY TO ACCESS THE BACKYARD. FINAL COORDINATION SHALL BE DONE WITH THE PROPERTY OWNER/RESIDENT. 3. RESTORE LANDSCAPING TO MATCH EXISTING OR BETTER. 4. RESTORE BRICK TILING TO MATCH EXISTING OR BETTER. 5. REPLACE ASTROTURF TO MATCH EXISTING OR BETTER. GENERAL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE ON PRIVATE PROPERTY. 2. EXISTING SIDE SEWER CONNECTIONS ARE APPROXIMATE. PROVIDE SURVEYED DEPTHS ARE PROXIMATE. 3. CONTRACTOR SHALL ENTER EACH PROPERTY AS INDICATED ON THE DRAWING. X 11 2 333335 3344 2 2 2 2 2 ASTRO TURF EX 6" SS CON LEGEND - SIDE SEWER CONNECTION REPLACEMENT. MEASURE IF GIVEN, IS THE APPROXIMATE DEPTH OF TEE. C017 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:04:35-07'00' MONROE AVE NE LYNWOOD AVE NE 823 MONROE AVE NE851 MONROE AVE NE855 MONROE AVE NE859 MONROE AVE NE863 MONROE AVE NE TOP = 7' 7" 40'20'0 10' SCALE: 1" = 20' FILE: PLAN SITE 7 20119200C0101 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 8 : 5 6 : 5 1 A M P l o t D a t e : AMW KCS CCT C018 32 CIVILPLANSITE 7 201192P200C018.dwg SA d a m s 201192-100000 KEY PLAN usanorth811.org KEY PLAN NORTH MA T C H L I N E S E E D W G C 0 1 7 1 1 1 1 1 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 7TH ST MO N R O E A V E N E MA T C H L I N E S E E D W G C 0 1 9 GENERAL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE ON PRIVATE PROPERTY. 2. EXISTING SIDE SEWER CONNECTIONS ARE APPROXIMATE. PROVIDE SURVEYED DEPTHS ARE PROXIMATE. 3. CONTRACTOR SHALL ENTER EACH PROPERTY AS INDICATED ON THE DRAWING. KEY NOTES: 1. REMOVE EXISTING SIDE SEWER CONNECTION AND 3 FEET OF SIDE SEWER. REPLACE EXISTING SIDE SEWER TEE PER STANDARD PLAN 406.10. 2. CONTRACTOR SHALL USE INDICATED SIDE OF THE PROPERTY TO ACCESS THE BACKYARD. FINAL COORDINATION SHALL BE DONE WITH THE PROPERTY OWNER/RESIDENT. 3. RESTORE LANDSCAPING TO MATCH EXISTING OR BETTER. X 33333 2 2 2 2 2 EX 6" SS CON LEGEND - SIDE SEWER CONNECTION REPLACEMENT. MEASURE IF GIVEN, IS THE APPROXIMATE DEPTH OF TEE. C018 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:04:14-07'00' LY N W O O D A V E 701 & 705 MONROE AVE NE711 MONROE AVE NE717 MONROE AVE NE809 MONROE AVE NE817 MONROE AVE NE MONROE AVE NE 40'20'0 10' SCALE: 1" = 20' FILE: PLAN SITE 7 20119200C0101 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 8 : 5 8 : 1 4 A M P l o t D a t e : AMW KCS CCT C019 33 CIVILPLANSITE 7 201192P200C019.dwg SA d a m s 201192-100000 KEY PLAN usanorth811.org MA T C H L I N E S E E D W G C 0 1 8 1 1 1 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 7TH ST MO N R O E A V E N E 1 KEY MAP NORTH GENERAL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE ON PRIVATE PROPERTY. 2. EXISTING SIDE SEWER CONNECTIONS ARE APPROXIMATE. PROVIDE SURVEYED DEPTHS ARE PROXIMATE. 3. CONTRACTOR SHALL ENTER EACH PROPERTY AS INDICATED ON THE DRAWING. 1 KEY NOTES: 1. REMOVE EXISTING SIDE SEWER CONNECTION AND 3 FEET OF SIDE SEWER. REPLACE EXISTING SIDE SEWER TEE PER STANDARD PLAN 406.10. 2. CONTRACTOR SHALL USE INDICATED SIDE OF THE PROPERTY TO ACCESS THE BACKYARD. FINAL COORDINATION SHALL BE DONE WITH THE PROPERTY OWNER/RESIDENT. 3. RESTORE LANDSCAPING TO MATCH EXISTING OR BETTER. 4. CONTRACTOR SHALL COORDINATE WITH OWNER TO DETERMINE BEST METHODOLOGY TO REPLACE EXISTING TEE THAT RESIDES BENEATH EXISTING SHED. X 3 3 4 3 2 2 2 EX 8" SS CON LEGEND - SIDE SEWER CONNECTION REPLACEMENT. MEASUREMENT IF GIVEN, IS THE APPROXIMATE DEPTH OF TEE. C019 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:03:17-07'00' PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 8 : 5 9 : 1 9 A M P l o t D a t e : AMW KCS CCT C020 34 CIVILWATER NOTES 201192P200C020.dwg SA d a m s 201192-100000 WATER NOTES: 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT 425-430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. 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. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE-CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. NEW WATER MAIN PIPE MATERIALS SHALL BE DOUBLE THICK CEMENT-LINED DUCTILE IRON PIPE, THICKNESS CLASS 52. ALL DUCTILE IRON PIPES AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE-TYPE, POLYETHYLENE PLASTIC. REFER TO SP 9-30.1(1) & SP 9-30.1(2). 7. ALL WATER PIPES, FITTINGS, AND VALVES SHALL HAVE RESTRAINED JOINTS PER SPECIFICATIONS. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE WEDGE-TYPE RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100. ALL FITTINGS AND VALVES SHALL ALSO HAVE CONCRETE THRUST BLOCKS PER COR STANDARD PLANS. REFER TO SP 9-30.2(6). 8. GATE VALVES SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. REFER TO SP 9-30.3(1). 9. ALL WATERMAINS 10 INCH DIAMETER AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE AND ALL WATERMAIN 12 INCH DIAMETER AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE, UNLESS OTHERWISE SHOWN ON THE PLANS. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED OR RAISED BY PIPE JOINT DEFLECTION OR VERTICAL BENDS AS DIRECTED BY THE ENGINEER TO CLEAR CONFLICTS. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER’S SPECIFICATION FOR SIZE OF PIPE USED. 10. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING “PIGS” PRIOR TO DISINFECTION. THE “POLY PIGS” SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF“PIG” ONLY. REFER TO SP 7-09.3 (24)A). 11. “PIGS“ SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 12. NEW WATERMAINS AND SERVICE LATERALS SHALL BE PRESSURE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN SP 7-09.3(23). ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. REFER TO SP 7-09.3(23). 13. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SP 7-09.3 (24)A). 14. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 15. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 16. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 17. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 18. ALL CONNECTION TO EXISTING MAINS SHALL BE MADE ONLY AFTER ALL THE NEW WATER MAINS AND APPURTENANCES HAVE BEEN SUCCESSFULLY CLEANED WITH POLYPIGS, PASSED ALL PRESSURE TESTS, DISINFECTED WITH CHLORINE SOLUTION, HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. REFER TO SP 7-09.3(23) & 7-09.3(24) 19. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS. 20. CONTRACTOR TO PROVIDE END CAPS, PLUGS, TEMPORARY BLOW-OFF ASSEMBLIES AND TEMPORARY CONCRETE THRUST BLOCKING, FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-INS TO EXISTING WATER SYSTEM. REFER TO SP 7-09.3(23). 21. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 22. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 23. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 24. EXISTING WATER MAINS, HYDRANTS AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION. ABANDONMENT AND/OR REMOVAL OF EXISTING WATER MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 25. MAIN SHUTDOWNS SHALL BE BY CITY MAINTENANCE STAFF ONLY. CONNECTIONS TO EXISTING MAINS SHALL ALSO BE PERFORMED BY CITY FORCES, EXCEPT WET TAPS, WHICH MUST BE MADE BY CITY-APPROVED WET TAP CONTRACTORS. CONTRACTOR SHALL PROVIDE TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULING OF CONNECTIONS AND SHUTDOWNS. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. REFER TO SP 7-09.3(19)A. 26. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST-IRON PIPES AND PROVIDE THE PROPER LONG-BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG-BODY SOLID SLEEVES (MJ). REFER TO SP 7-09.3(19)A. 27. RESTRAINED-JOINT DUCTILE IRON PIPE SHALL HAVE A POSITIVE METAL TO METAL CONTACT LOCKING SYSTEM WITHOUT THE USE OF GRIPPING TEETH. THE USE OF GASKETS FOR PUSH-ON PIPE WITH INTEGRALLY MOLDED STEEL OR METAL TEETH (E.G. FIELD LOK GASKET, FAST GRIP GASKET, TALON RJ GASKET) SHALL NOT BE ALLOWED AS SUBSTITUTE FOR RESTRAINED-JOINT PIPES. REFER TO SP 9-30.2(6). 28. AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18 INCHES FROM SANITARY SEWER OR STORM DRAIN PIPE AND 12 INCHES FROM OTHER UTILITIES, MEASURED WALL TO WALL, UNLESS OTHERWISE SHOWN ON THE PLANS. WHERE WATER MAIN CROSSES ABOVE OR BELOW SANITARY SEWER OR STORM DRAIN PIPE, ONE FULL LENGTH OF WATER PIPE SHALL BE CENTERED FOR MAXIMUM JOINT SEPARATION. 29. ALL WATER MAIN VERTICAL BENDS SHALL INCLUDE VERTICAL THRUST BLOCKING PER COR STANDARD PLAN 330.3. ALL WATER MAIN HORIZONTAL BENDS SHALL INCLUDE HORIZONTAL THRUST BLOCKING PER COR STANDARD PLAN 330.1. 30. RESTORE LANDSCAPING TO LIKE EXISTING CONDITIONS. SOIL MUST BE AMENDED PER STANDARD PLAN 264, SOIL AMENDMENT SECTIONS. 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:02:31-07'00' • • • • NE 6TH ST PARCEL ID: 0923059236 UN I O N A V E N E 4020 NE 6TH ST 602 NE UNION AVE PARCEL ID: 102305 EX 8" STEEL W 10+00 10+63.29 N:182402.61 E:1311348.11 N:182402.89 E:1311363.88 N:182412.79 E:1311387.79 N:182412.79 E:1311406.43 1. 5 ' 1' .9 5 ' 4. 7 4 ' 380 385 390 395 400 405 410 415 380 385 390 395 400 405 410 415 9+80 10+00 10+90 4 LF 8" DI EXISTING GRADE @ CL OF PIPELINE 11 LF 8" DI 25 LF 8" DI 16 LF 8" DI 1 LF 8" DI EXISTING 8" WATER ST A . 1 0 + 0 3 . 0 0 8" R J C O U P L I N G CO N N E C T T O E X 8 " EX 2 4 " S D IN V = 3 9 5 . 2 ± EX 6 " G IN V = 3 9 9 . 4 ± ST A = 1 0 + 4 4 . 6 6 CL = 3 9 8 . 3 4 HO R I Z O N T A L 2 2 . 5 ° B E N D 8" G V ( F L x R J ) ST A 1 0 + 6 1 . 2 1 EX 3 6 " S P U W IN V = 3 9 3 . 9 ± ST A = 1 0 + 0 7 . 6 5 CL = 3 9 9 . 1 4 VE R T I C A L 2 2 . 5 ° B E N D ( R J ) W/ T H R U S T B L O C K ST A = 1 0 + 1 8 . 7 8 CL = 3 9 8 . 9 0 HO R I Z O N T A L 22 . 5 ° B E N D ( R J ) ST A = 1 0 + 6 3 . 2 9 CL = 3 9 7 . 9 5 12 " X 8 " ( F L ) X 1 2 " TA P P I N G T E E W/ T H R U S T B L O C K ST A . 9 + 8 4 . 6 7 EX F H ST A . 9 + 9 2 . 2 5 EX W M (HORIZ) 10'5'0 2.5' SCALE: 1" = 5' 40'20'0 10' SCALE: 1" = 20'(VERT) WATER PLAN - SITE 4 PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 3 : 1 0 : 2 2 P M P l o t D a t e : AMW KCS CCT C021 35 CIVILWATER PLAN AND PROFILESITE 4 201192P200C021.dwg SA d a m s 201192-100000 KEY PLAN KEY NOTES: 1. INSTALL NEW 8” DI WATER PIPE PER CITY WATER NOTES ON DRAWING C020. 2. INSTALL NEW 8" GATE VALVE (FL X RJ) PER CITY STANDARD DETAIL 330.7 AND 300.5 ON DRAWING C028. 3. INSTALL NEW 12” X 8” X 12” (FL) TAPPING TEE WITH THRUST BLOCK ON EXISTING 12” WATERMAIN AND (2) 12" SLEEVES (RJ) DI SPOOLS AS NEEDED. TEST CONNECTION AND INSTALL FINAL CONNECTION PER CITY STANDARD DETAIL 300.5 ON DRAWING C028. 4. POTHOLE FOR EXISTING 45° BEND, REMOVE EXISTING 45° BEND AND THRUST BLOCK. 5. INSTALL VERTICAL THRUST BLOCK PER CITY STANDARD DETAIL 330.3 ON DRAWING C028. 6. RECONNECT EXISTING WATER SERVICE CONNECTION PER CITY STANDARD DETAIL 320.1 ON DRAWING C028 IF NECESSARY. 7. ABANDON EXISTING 6” WATERMAIN. CAP EXISTING LINE WITH RMJ CAPS. 8. CLOSE EXISTING VALVE AND ABANDON. REMOVE EXISTING VALVE BOX. CAP EXISTING VALVE END WITH RMJ CAP. 9. ABANDON EXISTING 8" WATERMAIN PER CITY OF RENTON SPECIFICATIONS SECTION 7-09.3(26). 10. INSTALL 22.5° BEND (RJ) AND THRUST BLOCKS FOR HORIZONTAL BENDS PER DETAIL 330.1 ON DRAWING C028. 11. 36" SPU WATER LINE DEPTH IS ASSUMED. CONTRACTOR TO FIELD VERIFY DEPTH BY POTHOLING. IF THE VERTICAL SEPARATION IS LESS THAN 18" FROM PROPOSED 8" WATERMAIN, CONTRACTOR SHALL INFORM ENGINEER. 12. 12" DRAINAGE LINE DEPTH IS ASSUMED. CONTRACTOR TO FIELD VERIFY DEPTH BY POTHOLING. IF THE VERTICAL SEPARATION IS LESS THAN 18" FROM PROPOSED 8" WATERMAIN, CONTRACTOR SHALL INFORM ENGINEER. 13. 6" GAS LINE IS ASSUMED. CONTRACTOR TO FIELD VERIFY DEPTH BY POTHOLING. IF VERTICAL SEPARATION IS LESS THAN 18" FROM PROPOSED 8" WATERMAIN, CONTRACTOR SHALL INFORM ENGINEER. 14. NO PIPE JOINTS ON CROSSINGS. CONTRACTOR SHALL CENTER PIPE OVER SPU TRANSMISSION CROSSINGS SO THAT NO BELLS ARE DIRECTLY ABOVE OR BELOW SPU PIPE. 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 CONSTRUCTED USING CITY STANDARD TYPICAL TRENCH DETAIL 220.2 ON DRAWING C009 AND PIPE BEDDING DETAIL 405 ON DRAWING C026. 3. ALL PAVEMENT SAWCUTTING SHALL FOLLOW CITY STANDARD DETAIL 110.2 ON DRAWING C026. 4. CAUTION: SEATTLE PUBLIC UTILITIES (SPU WATER TRANSMISSION PIPELINES. CONTACT SPU 72-HOURS BEFORE ANY EXCAVATION WORK NEAR THE PIPELINE. 5. SPU FIELD REPRESENTATIVE: CALL SPU'S LAKE YOUNGS HEADQUARTERS AT 206-684-3933 OR SPU OPERATIONS CENTER AT 206-733-9300. X KEY PLAN NORTH 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 4TH ST UN I O N A V E N E WATER PROFILE - SITE 4 3 2 1 4 7 8" W EX 8" W LEGEND: EX WATER PIPE NEW WATER PIPEW EX 6" G EX 12" W 10 10 8 9 5 6 12 11 EX 24" SD W W W W EX 36" SPU W STA. 10+18 COUPLING CONNECT TO EX 8" W C021 EX 8" SD CONTRACTOR TO PROVIDE NEAT SAW CUT LINE EX SS PIPE EX WATER PIPE EX SD PIPE EX OVERHEAD WIRES EX GAS PIPE EX UNDERGROUND ELECTRIC usanorth811.org 14 13 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:01:07-07'00' SH E L T O N A V E N E SS SS SS SS SS SS SS 614 SHELTON AVE NE 3910 NE 6TH ST 3916 NE 6TH ST 3922 NE 6TH ST 3905 NE 6TH ST 3911 NE 6TH ST 3917 NE 6TH ST 3923 NE 6TH ST 610 SHELTON AVE NE 618 SHELTON AVE NE 40+00 41+00 42+00NE 6TH ST 40'20'0 10' SCALE: 1" = 20' MA T C H L I N E S E E D W G C 0 2 3 SITE 4 PLAN PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 1 1 : 3 1 : 2 3 A M P l o t D a t e : AMW KCS CCT C022 36 CIVILROW SURFACING AND CHANNELIZATIONSITE 4 201192P200C022.dwg SA d a m s 201192-100000 KEY PLAN usanorth811.org 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 4TH ST UN I O N A V E N E 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. 4. FULL DEPTH ASPHALT RESTORATION PER CITY STANDARD PLAN 109. 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. ALL FLEXIBLE PAVEMENT SHALL BE PATCHED USING CITY STANDARD TYPICAL PLAN 110 OR 110.1 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. RESTORE ALL ROW LANDSCAPING TO LIKE EXISTING CONDITIONS. SOIL MUST BE AMENDED PER STANDARD PLAN 264, SOIL AMENDMENTS SECTIONS. X 2 KEY MAP NORTH LEGEND: HOT MIX ASPHALT CL. 12 IN. PG 58 H-22 CONCRETE 2" GRIND AND OVERLAY GRAVEL NEW SS PIPE EX SS PIPE EX WATER PIPE EX SD PIPE EX OVERHEAD WIRES SS 4 C022 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 14:00:37-07'00' • • • • UN I O N A V E N E NE 6TH ST 603 TACOMA AVE NE 609 TACOMA AVE NE 613 TACOMA AVE NE 602 NE TACOMA AVE 608 NE TACOMA AVE 612 NE TACOMA AVE 616 NE TACOMA AVE 617 TACOMA AVE NE 3923 NE 6TH ST PARCEL ID: 09230592364011 NE 6TH ST 4020 NE 6TH ST 605 NE UNION AVE 609 NE UNION AVE 613 NE UNION AVE 608 NE UNION AVE 614 NE UNION AVE 620 NE UNION AVE 602 NE UNION AVE SS SS SS SS SS SS SS SS SS SS 10+00 10+63.29 50+00 51 + 0 0 52 + 0 0 43+00 44+00 45+00 46+00 TA C O M A A V E N E 40'20'0 10' SCALE: 1" = 20' MA T C H L I N E S E E D W G C 0 2 2 SITE 4 PLAN PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 1 1 : 3 5 : 2 1 A M P l o t D a t e : AMW KCS CCT C023 37 CIVILROW SURFACING AND CHANNELIZATIONSITE 4 201192P200C023.dwg SA d a m s 201192-100000 KEY PLAN usanorth811.org 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 4TH ST UN I O N A V E N E 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. 4. REPLACE EXISTING STOP BAR PER CITY STANDARD PLAN 128 AND 109. 5. REPLACE EXISTING LONGITUDINAL STRIP PER CITY STANDARD PLAN 109. 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 FLEXIBLE PAVEMENT SHALL BE PATCHED USING CITY STANDARD TYPICAL PLAN 110 OR 110.1 ON DRAWING C010. 3. ALL PAVEMENT SAWCUTTING SHALL FOLLOW CITY STANDARD PLAN 110.2 ON DRAWING C010. 4. SCHEMATIC TRAFFIC CONTROL FOR SITE 1 AND SITE 2 ARE SHOWN IN THE TRAFFIC CONTROL DRAWINGS CT001 AND CT002. 5. RESTORE ALL ROW LANDSCAPING TO LIKE EXISTING CONDITIONS. SOIL MUST BE AMENDED PER STANDARD PLAN 264, SOIL AMENDMENT SECTIONS. X 2 2 1 3 KEY MAP NORTH 2 1 3 LEGEND: HOT MIX ASPHALT CL. 12 IN. PG 58 H-22 CONCRETE 2" GRIND AND OVERLAY GRAVEL NEW SS PIPE EX SS PIPE EX WATER PIPE EX SD PIPE EX OVERHEAD WIRES EX GAS EX UNDERGROUND ELECTRIC SS W W W W 5 4 C023 EX 36" SPU W EX 24" SD EX 6" G EX 12" W EX 8" SD Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 13:59:45-07'00' • NE W P O R T A V E N E MO N R O E A V E SS SS SS SS SS SS SS SS SS SS SS SS SS 3304 NE 6TH ST 3310 NE 6TH ST 3316 NE 6TH ST 3322 NE 6TH ST 3328 NE 6TH ST 3334 NE 6TH ST 3404 NE 6TH ST 3410 NE 6TH ST 3416 NE 6TH ST 3422 NE 6TH ST 3303 NE 6TH ST 3309 NE 6TH ST 577 NEWPORT AVE 3407 NE 6TH ST574 NEWPORT AVE 65 + 2 7 . 9 3 60+00 61+00 62+00 63+00 64+00 65 + 0 0 NE 6TH ST 40'20'0 10' SCALE: 1" = 20' PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 1 1 : 3 8 : 0 2 A M P l o t D a t e : AMW KCS CCT C024 38 CIVILROW SURFACING AND CHANNELIZATIONSITE 5 201192P200C024.dwg SA d a m s 201192-100000 KEY PLAN usanorth811.org 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 NE 6TH ST NE 4TH ST MO N R O E A V E N E SITE 5 PLAN 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. 4. REPLACE EXISTING STOP BAR PER CITY STANDARD PLAN 128 AND 109. 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 FLEXIBLE PAVEMENT SHALL BE PATCHED USING CITY STANDARD TYPICAL PLAN 110 OR 110.1 ON DRAWING C010. 3. ALL PAVEMENT SAWCUTTING SHALL FOLLOW CITY STANDARD PLAN 110.2 ON DRAWING C010. 4. SCHEMATIC TRAFFIC CONTROL FOR SITE 1 AND SITE 2 ARE SHOWN IN THE TRAFFIC CONTROL DRAWINGS CT001 AND CT002. 5. SEE G002 FOR KEY MAP OF SITE LOCATIONS. 6. RESTORE ALL ROW LANDSCAPING TO LIKE EXISTING CONDITIONS. SOIL MUST BE AMENDED PER STANDARD PLAN 264, SOIL AMENDMENT SECTIONS. X 2 2 2 KEY MAP NORTH 2 4 C024 1 3 LEGEND: HOT MIX ASPHALT CL. 12 IN. PG 58 H-22 CONCRETE 2" GRIND AND OVERLAY NEW SS PIPE EX SS PIPE EX WATER PIPE EX SD PIPE EX OVERHEAD WIRES EX GAS SS Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 13:59:11-07'00' PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 1 3 / 2 0 2 5 2 : 4 4 : 4 2 P M P l o t D a t e : AMW KCS CCT C025 39 CIVILSEWER DETAILS 1 201192P200C025.dwg SJ o s h i 201192-100000 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 13:58:37-07'00' PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 1 3 / 2 0 2 5 2 : 3 2 : 0 5 P M P l o t D a t e : AMW KCS CCT C026 40 CIVILSEWER DETAILS 2 201192P200C026.dwg SJ o s h i 201192-100000 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 13:58:12-07'00' PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 1 3 / 2 0 2 5 8 : 3 4 : 5 5 A M P l o t D a t e : AMW KCS CCT C027 41 CIVILCIVIL DETAILS 201192P200C027.dwg SJ o s h i 201192-100000 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 58 58 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 13:57:48-07'00' PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 1 1 : 4 8 : 4 6 A M P l o t D a t e : AMW KCS CCT C028 42 CIVILWATER DETAILS 201192P200C028.dwg SA d a m s 201192-100000 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 13:57:15-07'00' PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 1 1 : 5 2 : 1 5 A M P l o t D a t e : AMW KCS CCT CT001 43 CIVILTRAFFIC CONTROL 1(SITE 4, 5 & 7) 201192P200CT001.dwg SJ o s h i 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 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 13:56:46-07'00' PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 1 1 : 5 3 : 1 2 A M P l o t D a t e : AMW KCS CCT CT002 44 CIVILTRAFFIC CONTROL 2(SITE 4) 201192P200CT002.dwg SJ o s h i 201192-100000 WORK AREA MPH 50/60 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 PC M S PC M S RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ￿ 45 / 55 MPHRURAL ROADS 500' ￿ 60 / 65 MPH 800' ￿RURAL HIGHWAYS 25 / 30 MPH 200' ￿ (2) URBAN STREETS 25 MPH OR LESS 100' ￿ (2) 25 30 35 40 45 50 55 10 12 550 605 660 60 11 105 125 150 205 270 450 500 165 225 295 495 550 180 245 320 540 600 115 65 70 - 780 - - - - - 660 720 TMA (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LANE WIDTH (feet) CHANNELIZATION DEVICE SPACING (feet) 1 2 1 MILE AHEAD FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. 1 2 FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. LEFT LANE CLOSURE LANE SHIFTS LEFT 1 MILE AHEAD LANE SHIFT - THREE LANE ROADWAY LEGEND TEMPORARY SIGN LOCATION CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN TRANSPORTABLE ATTENUATOR PORTABLE CHANGEABLE MESSAGE SIGN TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) PCMS DEVICE SPACING 1/2 DISTANCE FOR OPPOSING TRAFFIC DEVICES R4-7B B/W 20' NOTES: 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 2. FOR SPEED LIMIT OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SIGN W1-4. 3. RECOMMENDED EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER. 4. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. RURAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS 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 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 13:56:02-07'00' PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 1 1 : 5 4 : 0 4 A M P l o t D a t e : AMW KCS CCT CT003 45 CIVILTRAFFIC CONTROL 3(SITE 4 & 5) 201192P200CT003.dwg SJ o s h i 201192-100000 OPTIONAL IF 40 MPH OR LESS MPH 50/70 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ￿ 45 / 55 MPHRURAL ROADS 500' ￿ 60 / 65 MPH 800' ￿RURAL HIGHWAYS 25 / 30 MPH 200' ￿ (2) URBAN STREETS 25 MPH OR LESS 100' ￿ (2) 25 30 35 40 45 50 55 10 12 550 605 660 60 11 105 125 150 205 270 450 500 165 225 295 495 550 180 245 320 540 600 115 65 70 - - - - - 720 660 - - INTERSECTION LANE CLOSURE - THREE LANE ROADWAY LEGEND FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE - RECOMMENDED TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. RURAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS LANE WIDTH (feet) CHANNELIZATION DEVICE SPACING (feet) NOTES: 1. RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER. 2. IF A SIGNAL IS PRESENT, IT SHALL BE SET TO "RED FLASH MODE"OR TURNED OFF DURING FLAGGING OPERATIONS. 3. FOR SPEED LIMIT OF 30 MPH OR LESS USE SIGN W1-3 IN LIEU OF SIGN W1-4. 4. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS WITHIN WORK AREA LIMITS. 5. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. WORK AREA 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 150'100'172'123'100' HOST VEHICLE WEIGHT9,900 TO 22,000 lbs.HOST VEHICLE WEIGHT> 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH PROTECTIVE VEHICLE (WORK VEHICLE) = R 74' 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 13:55:38-07'00' PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 1 1 : 5 5 : 1 4 A M P l o t D a t e : AMW KCS CCT CT004 46 CIVILTRAFFIC CONTROL 4(SITE 4 & 5) 201192P200CT004.dwg SJ o s h i 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 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 13:55:17-07'00' PROJECT NO. LA S T S A V E D B Y : FILE NAME: 3/ 2 8 / 2 0 2 5 1 1 : 5 6 : 3 7 A M P l o t D a t e : AWW KCS CCT CT005 47 CIVILTRAFFIC CONTROL 5(SITE 4, 5, & 7) 201192P200CT005.dwg SJ o s h i 201192-100000 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 2AS NOTED MARCH 2025 47 N/A N/A ISSUED FOR BID N/A EJW ® 57846 Digitally signed by Austin M. Wong Contact Info: Carollo Engineers, Inc. Date: 2025.03.28 13:54:52-07'00'