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HomeMy WebLinkAboutR-393402TBLOCK i LU LU J Q N z LU m 75 Ou CD U m -i -m a / S Z �J 3w c� w �w CD w CD J /Q J CD Y / U U� ow Q 0" / U J� 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 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 STORM DRAIN INLET (NO CATCH) STORM DRAIN CULVERT WATER CAP/PLUG WATER COUPLING GUARD POST REDUCER THRUST BLOCK WATER METER 2 NOZZLE FIRE HYDRANT 3 NOZZLE FIRE HYDRANT FLANGE/BOND 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 REGULATORY SIGN TREE (CONIFER) TREE (DECIDUOUS) YARD LIGHT BRIDGE/TUNNEL ASPHALT PAVEMENT CONCRETE 2" GRIND AND OVERLAY C P .-I CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com ;ht © 2019 CPH Consultants, LLC. All Rights Reserved. EXISTING PROPOSED SS W W W F F F SD GAS GAS X OP BP T BT -x x x x x- O O • ❑ O 0 � O D ► a I� Q � II L C C C I T N NI N N � o rD a ILI -o- -El- E- 0 T BUS euS 0 O O X PTN. OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M. ABBREVIATIONS AC ASPHALT CONCRETE PAVEMENT LCPE LINED CORRUGATED POLYETHYLENE PIPE AP ANGLE POINT LF LINEAL FEET ASS'Y. ASSEMBLY LT LEFT ATB ASPHALT TREATED BASE LUI LAND USE INSPECTOR AVE AVENUE MAX. MAXIMUM BCR BEGIN CURB RETURN MFR. MANUFACTURER BDRY BOUNDARY MH MANHOLE BOC BACK OF CURB MIN. MINIMUM BOW BOTTOM OF WALL MJ MECHANICAL JOINT `2 CENTERLINE N NORTH CB CATCH BASIN NIC NOT IN CONTRACT CDF CONTROLLED DENSITY FILL O.C. ON CENTER CMP CORRUGATED METAL PIPE PC POINT OF CURVATURE CONCRETE CONC. PE PLAIN END CONN. CONNECTION PI POINT OF INTERSECTION CONT. CONTINUOUS PL. PLACE COR CITY OF RENTON PT POINT OF TANGENCY CPP CORRUGATED POLYETHYLENE PIPE PVI POINT OF VERTICAL INTERSECTION (W/SMOOTH INTERIOR WALLS) PVMT PAVEMENT CSBC CRUSHED SURFACING BASE COURSE PUE PUBLIC UTILITY EASEMENT CSTC CRUSHED SURFACING TOP COURSE REQ'D. REQUIRED DIAM. DIAMETER RP RADIUS POINT DI DUCTILE IRON RR REDMOND RIDGE DW DRIVEWAY RRE REDMOND RIDGE EAST UPD E EAST ROW RIGHT-OF-WAY ECR END CURB RETURN RT RIGHT ELEV. ELEVATION S SOUTH EOP EDGE OF PAVEMENT SD STORM DRAIN ESC EROSION AND SEDIMENT CONTROL SP. SPACE ESD ENTERING SIGHT DISTANCE SS SANITARY SEWER ESMT. EASEMENT SSD STOPPING SIGHT DISTANCE EVA EMERGENCY VEHICLE ACCESS STA STATION EXIST. EXISTING TESC TEMPORARY EROSION AND SEDIMENT CONTROL FL FLOW LINE TOC TOP OF CURB FL. FLANGE TYP. TYPICAL FOC FACE OF CURB TB TOP BACK OF WALK HORIZ. HORIZONTAL TOW TOP OF WALL IE INVERT ELEVATION LINO UNLESS NOTED OTHERWISE IN T. INTERSECTION VERT. VERTICAL IN INVERT WSDOT WASHINGTON DEPT. OF TRANSPORTATION W/ WI TH W WEST INS WATER SERVICE CONSTRUCTION MATERIALS MATERIAL WSDOT SPEC (UNLESS OTHERWISE NOTED) CRUSHED SURFACING TOP COURSE 9-03.9(3) CRUSHED SURFACING BASE COURSE 9-03.9(3) ASPHALT TREATED BASE (ATB) 9-03.6 PIPE ZONE BEDDING 9-03.12(3) WASHED DRAIN ROCK 9-03.12(5) CLEAN SAND 9-03.13 QUARRY SPALLS 9-13.6 ASPHAL T CEMENT CONCRETE 9-02.1 & 9-03.8 NATIVE FILL MATERIAL AND STRUCTURAL BORROW 9-03.14(3) IMPORTED STRUCTURAL FILL MATERIAL 9-03.14(3) IMPORTED SELECT FILL MATERIAL 9-03.14(1) GEOTEXTILE OR GEOTEX FABRIC 9-33.2, TABLE 3 (MIRAFI 60OX OR EQUAL) GEO-FABRIC SILT FENCE 9-33.2, TABLE 6 (MIRAFI 10OX OR EQUAL) NON -WOVEN GEOTEXTILE OR GEOTEX FABRIC 9-33.2, TABLE 1 & 2 (MIRAFI 140N OR EQUAL) UNSUI TABLE EXCA VA TION 2-03.3(14)E, F GRAVEL BORROW 9-03.14(1) REVISED FOR 57. MAX. PASSING A US NO. 200 SIEVE RIP RAP (HEAVY) 9-11.1(1) RIP RAP (LIGHT) 9-13.1(2) RIP RAP (HAND PLACED) 9-13.2 LINED CORRUGATED POLYETHYLENE PIPE (LCPE) 9-05,1(7) PORTLAND CEMENT CONCRETE 6.02.3(2)B DUCTILE IRON PIPE 9-05.13 CONCRETE PIPE 9-05.7 CORRUGATED METAL PIPE (CMP) 9-05.1(2) PVC PIPE 9-05.12 BLACK VINYL COATED CHAIN LINK FENCE 9.16.1 WSDOT STANDARD PLAN L-2 TYPE 1 OR TYPE 3 WITH VINYL COATING GENERAL PROJECT NOTES 1. ALL WORKMANSHIP, METHODS AND MATERIALS FOR THIS PROJECT SHALL CONFORM TO THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PRODUCED BY WSDOT AND THE WASHINGTON STATE CHAPTER OF THE APWA; AND CITY OF RENTON; AND ALL AMENDMENTS TO THE STANDARDS SPECIFICATIONS AND 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 EROSION AND SEDIMENTATION CONTROL (ESC) 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. ALL STREET SIGNS SHALL BE INSTALLED BY THE DEVELOPER. 6. ALL EXISTING ON -SITE WELLS OR 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 REGULATIONS. 7. THE MATERIALS AND METHODS OF INSTALLATION FOR ALL SANITARY SEWER FACILITIES SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF RENTON STANDARDS, GENERAL REQUIREMENTS AND DETAILS FOR WATER MAIN CONSTRUCTION, AND GENERAL REQUIREMENTS AND DETAILS FOR SEWER MAIN CONSTRUCTION. 8. 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 CONSTRICTION 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. 9. 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. 10. 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. 11. 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. 12. 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. 13. 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. ROADWAY DESIGN CRITERIA LAKE WASHINGTON BLVD (PUBLIC) WELLS AVE N (PUBLIC) ROAD CLASSIFICATION: COLLECTOR ARTERIAL ROAD CLASSIFICATION: RESIDENTIAL ACCESS POSTED SPEED: 25 MPH POSTED SPEED: 25 MPH DESIGN SPEED: 25 MPH DESIGN SPEED: 25 MPH STOPPING SIGHT DISTANCE. N/A STOPPING SIGHT DISTANCE. N/A ENTERING SIGHT DISTANCE. N/A ENTERING SIGHT DISTANCE. N/A N 40TH STREET (PUBLIC) N 39TH CT (PUBLIC) ROAD CLASSIFICATION: COLLECTOR ARTERIAL ROAD CLASSIFICATION: RESIDENTIAL ACCESS POSTED SPEED: 25 MPH POSTED SPEED: 25 MPH DESIGN SPEED: 25 MPH DESIGN SPEED: 25 MPH STOPPING SIGHT DISTANCE. N/A STOPPING SIGHT DISTANCE: N/A ENTERING SIGHT DISTANCE: N/A ENTERING SIGHT DISTANCE. N/A PARK AVENUE N (PUBLIC) ROAD CLASSIFICATION: COLLECTOR ARTERIAL POSTED SPEED: 25 MPH DESIGN SPEED: 25 MPH STOPPING SIGHT DISTANCE. N/A ENTERING SIGHT DISTANCE. N/A THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY LDC CIVIL ENGINEERING GROUP AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. LISTS 1 G 10NAL � 1 R-393402 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS I SURVEYED: STEPHEN PHILLIPS PL`_ SCALE HORIZONTAL* FAR 1198 /1991 DATUM c ❑ T OF RENTON VASS' Planning/Building/Public Works Dept. SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS LEGEND, ABBREVIATIONS, AND GENERAL NOTES DAZE: 5/1 /18 RECORD DRAWINGS MRL 3/11/19 JBS DESIGNED: BRYCE BESSETTE PACE: °GK PAGE: DRAWN. JOE AMARO ONE INCH DRAWING NO: CO.02 CHECKED: MIE SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION �:. I" I�B. .j;' . AP P R �VPIRGIE1) SHEET: OF: 2 48