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Home My WebLink AboutS-419402rem ►� ENO ►4 rr O U w I— D O z Q U L / / mCT 3 Q / Q Ln o �El- 0 o NQ / �Ln C)� 0 o a; U � � N 0CD N Q� 00 W LEGEND ROADWAY CENTERLINE PROJECT BOUNDARY LINE PROPERTY BOUNDARY LINE RIGHT-OF-WAY LINE EASEMENT LINE EDGE OF PAVEMENT LINE 10' CONTOUR LINE 2' CONTOUR LINE SANITARY SEWER MAIN WATER LINE FIRE SUPPLY STORM PIPE GAS LINE FENCE LINE WOOD FENCE POWER LINE BURIED POWER LINE UTILITY EASEMENT TELEPHONE LINE BURIED TELEPHONE LINE SWALE SILT FENCE CONSTRUCTION FENCING CLEARING LIMIT SANITARY SEWER CLEAN OUT SANITARY SEWER MANHOLE STORM DRAIN CATCH BASIN - TYPE I STORM DRAIN CATCH BASIN - TYPE II YARD DRAIN STORM DRAIN INLET (NO CATCH) STORM DRAIN CULVERT WATER CAP/PLUG WATER COUPLING GUARD POST REDUCER THRUST BLOCK WA TER METER 2 NOZZLE FIRE HYDRANT 3 NOZZLE FIRE HYDRANT FLANGE/BUND FL JOINT MECHANICAL JOINT PUSH-ON/HUB JOINT THREAD JOINT AIR RELIEF VALVE BLOW -OFF VALVE BUTTERFLY VALVE CHECK VALVE GATE/GENERAL VALVE PLUG VALVE GAS METER GAS VALVE PAD MOUNTED TRANSFORMER POWER VAULT TRANSMISSION TOWER (SCALEABLE) UTILITY POLE POWER POLE UTILITY POLE ANCHOR TELEPHONE RISER TELEPHONE VAULT BUS STOP MAIL BOX RIP RAP ROCKERY SHRUB GENERAL SIGN REGULA TOR Y SIGN TREE (CONIFER) TREE (DECIDUOUS) YARD LIGHT BRIDGE/TUNNEL ASPHALT PAVEMENT CONCRETE C P ' H CONSULTANTS Site Planning • Civil Engineering Landscape Architecture - Land Use Consulting 11321-B NE 120th Street Kirkland, WA 98034 - (425) 285-2390 101 South Wenatchee Avenue, Suite C3 Wenatchee, WA 98801 - (509) 293-7731 www.cphconsuItants.cam (D 2023 CPH Consultants. LLC. All Rights Reserved. EXISTING SS PROPOSED SS W W W F F F SD GAS GAS X OP BP T BT —X X X X X— O ❑ 0 O O 0 O D ► a is �� II C C C I I 1 � ►L N N N N ❑o G O ql ❑A 0 0 -0- } E— a T BUS I BUS o � i )K a a ABBREVIATIONS AC ASPHALT CONCRETE PAVEMENT LCPE AP ANGLE POINT LF ASS'Y. ASSEMBLY LT ATB ASPHALT TREATED BASE LUI A VE A VENUE MAX. BCR BEGIN CURB RETURN MFR. BDRY BOUNDARY MH BOC BACK OF CURB MIN. BOW BOTTOM OF WALL MJ CENTERLINE N CB CATCH BASIN NIC CDF CONTROLLED DENSITY FILL O.C. CMP CORRUGATED METAL PIPE PC CONCRETE CONC. PE CONN. CONNECTION PI CON T. CONTINUOUS PL. COR CITY OF RENTON PT CPP CORRUGATED POLYETHYLENE PIPE PVI (W/SMOOTH INTERIOR WALLS) PVMT CSBC CRUSHED SURFACING BASE COURSE PUE CSTC CRUSHED SURFACING TOP COURSE REQ'D. DIAM. DIAMETER RP DI DUCTILE IRON RR DW DRI VEWA Y RRE E EAST ROW ECR END CURB RETURN RT ELEV. ELEVATION S EOP EDGE OF PAVEMENT SD ESC EROSION AND SEDIMENT CONTROL SP. ESD ENTERING SIGHT DISTANCE SS ESMT. EASEMENT SSD EVA EMERGENCY VEHICLE ACCESS STA EXIST. EXISTING TESC FL FLOW LINE TOC FL. FLANGE TYP. FOC FACE OF CURB TB HORIZ. HORIZONTAL TOW IE INVERT ELEVATION UNO IN T. INTERSECTION VERT. IN INVERT WSDOT w� WS 0 CONSTRUCTION PERMIT SUBMITTAL PCE 1 RECORD DRAWINGS PCE � o V Know what's below. Call before you dig. NO. REVISION BY LINED CORRUGATED POLYETHYLENE PIPE LINEAL FEET LEFT LAND USE INSPECTOR MAXIMUM MANUFACTURER MANHOLE MINIMUM MECHANICAL JOINT NORTH NOT IN CONTRACT ON CENTER POINT OF CURVATURE PLAIN END POINT OF INTERSECTION PLACE POINT OF TANGENCY POINT OF VERTICAL INTERSECTION PAVEMENT PUBLIC UTILITY EASEMENT REQUIRED RADIUS POINT REDMOND RIDGE REDMOND RIDGE EAST UPD RIGHT-OF-WAY RIGHT SOUTH STORM DRAIN SPACE SANITARY SEWER STOPPING SIGHT DISTANCE STATION TEMPORARY EROSION AND SEDIMENT CONTROL TOP OF CURB TYPICAL TOP BACK OF WALK TOP OF WALL UNLESS NOTED OTHERWISE VER TI CAL WASHINGTON DEPT. OF TRANSPORTATION WI TH WEST WATER SERVICE 22 MJH SURVEYED: CSB SCALE: 23 MJH DESIGNED: JBS DRAWN: PCE CHECKED: MJH APPROVED: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM PROJECT SPECIAL PROVISIONS 1. ALL WORKMANSHIP, METHODS AND MATERIALS FOR THIS PROJECT SHALL CONFORM TO THE 2021 EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PRODUCED BY WSDOT AND THE WASHINGTON STATE CHAPTER OF THE APWA; APPLICABLE KING COUNTY CODE AND PUBLIC WORKS AND DEVELOPMENT STANDARDS, KING COUNTY WATER DISTRICT #90 (KCWD#90) DEVELOPMENT STANDARDS FOR WATER SYSTEMS, CITY OF RENTON DEVELOPMENT STANDARDS FOR SANITARY SEWER SYSTEMS, AND ANY SPECIAL PROVISIONS PROVIDED BY THESE PLANS OR OTHER CONTRACT DOCUMENTS FOR THE PROJECT. 2. EXISTING UTILITIES ARE SHOWN IN THESE PLANS PER THE LATEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND RELATED SURFACE FEATURES WITHIN THE PROJECT AREA AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES WITH THE PLAN INFORMATION PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL, AT MINIMUM, CONTACT THE UNDERGROUND UTILITIES LOCATE CENTER (1-800-424-5555) TO HAVE UTILITIES VERIFIED ON THE GROUND PRIOR TO CONSTRUCTION. 3. THE TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) MEASURES SHOWN IN THESE PLANS SHALL BE CONSIDERED A MINIMUM. THE CONTRACTOR SHALL PROVIDE ANY REASONABLE ADDITIONAL MEASURES AS MAY BE REQUIRED TO FACILITATE ACTUAL SITE RUNOFF CONDITIONS AT THE TIME OF CONSTRUCTION. ALL NECESSARY EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN -PLACE PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITIES. 4. ALL NEW PAVEMENT, SIDEWALKS, AND CURB AND GUTTER INSTALLED BY THIS PROJECT SHALL BEAR ON SUITABLE, COMPACT FOUNDATION SOILS IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND PROJECT CONTRACT DOCUMENTS. SIMILAR EXISTING FACILITIES TO REMAIN, WHICH ARE DISTURBED OR DAMAGED DURING CONSTRUCTION, SHALL BE REPLACED IN -KIND TO THE SAME STANDARDS OF NEW FACILITIES. 5. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE WSDOT STANDARD PLANS AND SPECIFICATIONS AS AMENDED OR SUPPLEMENTED BY THE PROJECT PLANS, DETAILS, AND SPECIFICATIONS AS PROVIDED IN THE CONTRACT DOCUMENTS. 6. ALL EXISTING ON -SITE DOMESTIC WATER WELLS AND/OR SEWER SEPTIC TANKS SHALL BE PROPERLY ABANDONED BY A LICENSED CONTRACTOR, CERTIFIED TO PERFORM SUCH WORK, AND WRITTEN VERIFICATION OF ABANDONMENT SHALL BE PROVIDED TO THE OWNER, WASHINGTON STATE DEPARTMENT OF ECOLOGY, AND KING COUNTY HEALTH DEPARTMENT IN ACCORDANCE WITH APPLICABLE AGENCY REGULA TIONS. 7. THE MATERIALS AND METHODS OF INSTALLATION FOR ALL PUBLIC DOMESTIC POTABLE AND FIRE WATER SUPPLY SYSTEMS SHALL BE IN ACCORDANCE WITH APPLICABLE STANDARDS OF KING COUNTY WATER DISTRICT #90. 8. THE MATERIALS AND METHODS OF INSTALLATION FOR ALL PUBLIC SANITARY SEWER SYSTEMS SHALL BE IN ACCORDANCE WITH APPLICABLE STANDARDS OF CITY OF RENTON. 9. AT LEAST TWO COPIES OF THESE PLANS SHALL BE ON THE JOB SITE WHEN CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR SHALL ALSO HAVE COPIES OF THE APPLICABLE REGULATORY AGENCY STANDARDS AVAILABLE AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. ALL APPLICABLE PERMITS SHALL BE OBTAINED PRIOR TO ANY CONSTRUCTION ACTIVITY. ONE COMPLETE SET OF PROJECT PLANS WITH RECORDS OF AS -BUILT INFORMATION SHALL BE PROVIDED TO THE PROJECT ENGINEER AT THE END OF THE PROJECT. 10. THE CONTRACTOR SHALL COORDINATE ACTIVITIES OF ALL UTILITY PURVEYORS IMPACTED BY WORK FOR THIS PROJECT AND SHALL CONTACT THEM PRIOR TO CONSTRUCTION TO SCHEDULE WORK FOR PROVISIONS FOR AND BE RESPONSIBLE TO SUPPORT, MAINTAIN, OR OTHERWISE PROTECT AND KEEP IN SERVICE ALL EXISTING UTILITIES WHETHER SHOWN OR NOT SHOWN ON THESE PLANS DURING CONSTRUCTION. 11. UTILITIES, OR INTERFERING PORTIONS OF UTILITIES, THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO COMPLETE THE PROPOSED WORK. THE CONTRACTOR SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES. CUTTING AND PLUGGING OF LINES TO BE ABANDONED SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK PERFORMED. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB AND PAVING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IMMEDIATELY OF ANY PROVISION OF THE SOIL REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRES FURTHER CLARIFICATION. 13. THE CONTRACTOR OR OWNER SHALL OBTAIN THE SERVICES OF A QUALIFIED SOILS ENGINEER AND/OR TESTING AGENCY TO PERFORM SUBGRADE/BACKFILL DENSITY TESTS OR TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY UNSUITABLE MATERIALS DURING CONSTRUCTION. A REPRESENTATIVE OF THE SOILS ENGINEER AND/OR TESTING AGENCY SHALL BE AVAILABLE TO OBSERVE AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS AS REQUIRED TO CERTIFY THE METHODS AND MATERIALS ARE IN ACCORDANCE WITH PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE THE APPROPRIATE SOILS INSPECTIONS AND TESTING. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL DURING CONSTRUCTION ADJACENT TO OR WITHIN ALL PUBLIC ROADWAYS. TRAFFIC CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PRIVATE PROPERTY DRIVEWAYS DURING CONSTRUCTION. 15. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO INSPECTION BY THE REPRESENTATIVE. PRIOR TO ANY SITE WORK, THE CONTRACTOR SHALL CONTACT SCHEDULE A PRE -CONSTRUCTION CONFERENCE. ICY i, THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED BY MEAD GILMAN A SSOCIA TES AND/OR RECORD DATA PROVIDED BY THE CONTRACTOR. INSPECTOR OR HIS DESIGNATED AT ( ---- )---------- TO S-419402 IN COMPLIANCE WITH CITY OF RENTON STANDARDS I— O U W DATE: CARNOUSTIE COURT 7/25/23 Cn FlELDBOOK: Z) SANITARY SEWER IMPROVEMENTS PAGE, O DRAWING NO: z LEGEND ABBREVIATIONS AND GENERAL NOTES C0.01 SHEEP: 2 OF: 10 U