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Home My WebLink AboutR-373202TBLOCILCOR vicinity w 0 O LEGEND w -I XXE ISTING PROPOSED LL ROADWAY CENTERLINE PROJECT BOUNDARY LINE - - - - PROPERTY BOUNDARY LINE RIGHT -OF -WAY LINE - - - EASEMENT LINE - - - - - - - - - - - - - - - EDGE OF PAVEMENT LINE 10' CONTOUR LINE ------ 290 - - - - -- 2' CONTOUR LINE Z Q SANITARY SEWER MAIN SS - SS SS - w WATER LINE W 0 Y FIRE SUPPLY F F F a STORM PIPE SID - GAS LINE GAS GAS FENCE LINE x O POWER LINE OF O> BURIED POWER LINE BP UTILITY EASEMENT w TELEPHONE LINE T J BURIED TELEPHONE LINE BT Q SWALE -- -- - - - - -- --- --- SILT FENCE - X- X- X -X -X- CONS7RUC7ION FENCING CLEARING LIMIT SANITARY SEWER CLEAN OUT O SANITARY SEWER MANHOLE STORM DRAIN CATCH BASIN - TYPE I STORM DRAIN CATCH BASIN - TYPE ll O STORM DRAIN INLET (NO CATCH) O STORM DRAIN CULVERT WATER CAP /PLUG ] WATER COUPLING GUARD POST REDUCER > ► THRUST BLOCK a WATER METER ai- 2 NOZZLE FIRE HYDRANT f.2 Ak 3 NOZZLE FIRE HYDRANT -d- FLANGE/BUND FL JOINT 11 u MECHANICAL JOINT C C PUSH -ON /HUB JOINT C C THREAD JOINT AIR RELIEF VALVE Sf 1{ BLOW -OFF VALVE 4 1 BUT7ERFIY VALVE A CHECK VALVE N N GATE /GENERAL VALVE H PLUG VALVE GAS METER O D GAS VALVE m BI PAD MOUNTED TRANSFORMER ❑LI POWER VAULT ED EEI TRANSMISSION TOWER (SCALEABLE) UTILITY POLE o + POWER POLE 'a U77LITY POLE ANCHOR E_ TELEPHONE RISER TELEPHONE VAULT T BUS STOP aus I BUs MAIL BOX RIP RAP ROCKERY C�= cAc3a SHRUBi GENERAL SIGN REGULATORY SIGN TREE (CONIFER) - y TREE (DECIDUOUS) 0 O YARD LIGHT >z x BRIDGE /TUNNEL - - ASPHALT PAVEMENT CONCRETE O CITY OF RENTON Approved by: Date: UTILITY PERMIT Approved by: Date: NO. U13002729 Approved by: , Date: CoyV[02l1a3CPHCwNmms. AJRONRmawa4. ADDrovedbv: 11>SI.:^JV Date: NE 114, NW 1/4, SEC.14, TWP.23N., RGE, 5E., W.M. ABBREVIATIONS AC ASPHALT CONCRETE PAVEMENT AP ANGLE POINT ASS'Y. ASSEMBLY ATB ASPHALT TREATED BASE AVE AVENUE BCR BEGIN CURB RETURN BDRY BOUNDARY BOC BACK OF CURB BOW BOTTOM OF WALL ¢ CENTERLINE CB CATCH BASIN CDF CONTROLLED DENSITY FILL CMP CORRUGATED METAL PIPE CONCRETE CONC. CONN. CONNECTION CON T. CONTINUOUS COR CITY OF RENTON CPP CORRUGATED POLYETHYLENE PIPE PUE (W/SM007H INTERIOR WALLS) CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE DIAM. DIAMETER DI DUC71LE IRON DW DRIVEWAY E EAST ECR END CURB RETURN ELEV. ELEVA71ON EDP EDGE OF PAVEMENT ESC EROSION AND SEDIMENT CONTROL ESD ENTERING SIGHT DISTANCE ESM T. EASEMENT EVA EMERGENCY VEHICLE ACCESS EXIST. EXIS71NG FL FLOW LINE FL. FLANGE FOC FACE OF CURB HORIZ. HORIZONTAL IE INVERT ELEVA77ON INT. INTERSECTION INV. INVERT LCPE LINED CORRUGATED POLYETHYLENE PIPE LF LINEAL FEET LT LEFT LUI LAND USE INSPECTOR MAX. MAXIMUM MFR. MANUFACTURER MH MANHOLE MIN. MINIMUM MJ MECHANICAL JOINT N NORTH NIC NOT IN CONTRACT O.C. ON CENTER PC POINT OF CURVATURE PE PLAIN END PI POINT OF INTERSECTION PL. PLACE PT POINT OF TANGENCY PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT PUE PUBLIC UTILITY EASEMENT READ. REQUIRED RP RADIUS POINT RR REDMOND RIDGE RRE REDMOND RIDGE EAST UPD ROW RIGHT -OF -WAY RT RIGHT S SOUTH SO STORM DRAIN SP. SPACE SS SANITARY SEWER SSD STOPPING SIGHT DISTANCE STA STATION TESC TEMPORARY EROSION AND SEDIMENT CONTROL TOC TOP OF CURB TIP. TYPICAL TBW TOP BACK OF WALK TOW TOP OF WALL UNO UNLESS NOTED 07HERKISE VERT. VER77CAL WSDOT WASHINGTON DEPT. OF TRANSPORTATION W/ W17H W WEST WS WATER SERVICE CONSTRUCTION MATERIALS MATERIAL WSDOTSPEC (UNLESS OTHERWISE NOTED) CRUSHED SURFACING TOP COURSE 9- 03.9(3) CRUSHED SURFACING BASE COURSE 9- 03.9(3) ASPHALT TREATED BASE (ATB) 9 -036 PIPE ZONE BEDDING 9- 03.12(3) WASHED DRAIN ROCK 9- 0312(5) CLEAN SAND 9 -0313 QUARRY SPALLS 9 -13.6 ASPHALT CEMENT CONCRETE 9 -02.1 & 9 -03.8 NA77VE FILL MATERIAL AND STRUCTURAL BORROW 9- 0314(3) IMPORTED STRUCTURAL FILL MATERIAL 9- 0314(3) IMPORTED SELECT FILL MATERIAL 9- 03.14(1) GEOTEX77LE OR GE07EX FABRIC 9 -332, TABLE 3 (MIRAFI 60OX OR EQUAL) GEO- FABRIC SILT FENCE 9 -33.2, TABLE 6 (MIRAF7 10OX OR EQUAL) NON -WOVEN GE07EX77LE OR GE07EX FABRIC 9 -332, TABLE 1 & 2 (MIRAFI 140N OR EQUAL) UNSUITABLE EXCAVATION 2- 033(14)E,F GRAVEL BORROW 9- 03.14(7) REVISED FOR 5X MAX. PASSING A US N0. 200 SIEVE RIP RAP (HEAVY) 9- 131(1) RIP RAP (LIGHT) 9- 131(2) RIP RAP (HAND PLACED) 9 -13.2 LINED CORRUGATED POLYETHYLENE PIPE (LCPE) 9- 05.1(7) PORTLAND CEMENT CONCRETE 6.02. J(2)8 DUC77LE 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 COA77NG �..,.... MRCH EVAN -, PLS N/A p Y ER RYAN SCHAUBLE owwx PETER EVANS __ _E , mean �� JAMIE B. SCHROEDER, PE xor aE w� NO. REVISION BY DATE APPR " ....... "°Com"a`r GENERAL PROJECT NOTES 1. ALL WORKMANSHIP, METHODS AND MATERIALS FOR THIS PROJECT SHALL CONFORM TO THE LATEST ED17ION 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 07HER CONTRACT DOCUMENTS FOR 774E PROJECT 2. EXISTING U7ILITIES ARE SHOWN IN THESE PLANS PER THE LATEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTIL177ES AND RELATED SURFACE FEATURES WITHIN THE PROJECT AREA AND N077FY 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 U7ILITIES 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 DEMOL17YON 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 SPECIFICA77ONS AND PROJECT CONTRACT DOCUMENTS. SIMILAR EXISTING FACIL177ES 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 CITY OF RENTON. 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. T 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 CONSTRIC77ON ACTIVITY. ONE COMPLETE SET OF PROJECT PLANS WITH RECORDS OF AS -BUILT INFORMA7ION 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 07HERMSE PR07ECT AND KEEP IN SERVICE ALL EXIS77NG 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. CUT77NG 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 SI7E BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF S17E PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB AND PAVING CONSTRUCTION. THE CONTRACTOR SHALL N07IFY 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 7ES71NG AGENCY TO PERFORM SUBGRADE/BACKFILL DENSITY TESTS OR TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY UNSUITABLE MATERIALS DURING CONSTRUCTION. A REPRESENTATIVE OF 774E SOILS ENGINEER AND OR 7ES77NG AGENCY SHALL BE AVAILABLE TO OBSERVE AND TO VERIFY FIELD COND177ONS AS WORK PROCEEDS. TH 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 INSPEC77ONS 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. ROAD WA Y DESIGN CRITERIA SHADOW AVE NE (PuBLIc) ROAD CLASSIFICATION: RESIDENTIAL ACCESS POSTED SPEED: 25 MPH DESIGN SPEED: 25 MPH STOPPING SIGHT DISTANCE., N/A ENTERING SIGHT DISTANCE: N/A NE 2ND LANE (PUBLIC) ROAD CLASSIFICA7ON: RESIDEN77AL ACCESS POSTED SPEED: 25 MPH DESIGN SPEED: 25 MPH STOPPING SIGHT DISTANCE: N/A ENTERING SIGHT DISTANCE: N/A ROSARIO AVE NE (PUBLIC) ROAD CLASSIFICATION: RESIDENTIAL ACCESS POSTED SPEED: 25 MPH DESIGN SPEED: 25 MPH STOPPING SIGHT DISTANCE: N/A ENTERING SIGHT DISTANCE: N/A R- 313202 vExrcx ruw taea CITY OF RENTON DATUM Planning /Building /Public Works Dept. 19 CALL BEFORE YOU DIG 'I• KKI- 424.5555 CP1H CONSULTANTS Site Planning • Cavil Engncering Land Use Consulting • Project Management 7337M Aw.nw, Sub Sea 1 &MV4 WA 98003 Rms (475) 74&9981 FAX (475) 785989 www. c hcons ultants. c o m MAPLEWOOD PARK EAST ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS LEGEND, ABBREVIATIONS, AND GENERAL NOTES CD; 12, �73�- MORE 5/30/14 C0.02