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HomeMy WebLinkAboutR-372302TBLOCK_COR w 0 0 a w 0 O C) w J_ LL 0 z w 0 Q i I- w lb J LEGEND ROADWAY CENTERLINE ASPHALT CONCRETE PAVEMENT AP PROJECT BOUNDARY LINE - - - - PROPERTY BOUNDARY LINE ASPHALT TREATED BASE AVE RIGHT -OF -WAY LINE - - - - EASEMENT LINE BOUNDARY - - - - - - - - EDGE OF PAVEMENT LINE BOW BOTTOM OF WALL 10' CONTOUR LINE - - - - - - 290 -- -- -- -- -- - -- 2' CONTOUR LINE CDF CONTROLLED DENSITY FILL SANITARY SEWER MAIN SS .................... ............................... - SS SS - WATER LINE W - - - - - - - FIRE SUPPLY F F F STORM PIPE SD CORRUGATED POLYETHYLENE PIPE ROOF DRAIN - RD --------- -- - - -- RD RD GAS LINE GAS GAS FENCE LINE X ---- __ - - -.-- DI POWER LINE 0 - - -- DRIVEWAY BURIED POWER LINE Bs' -- ECR U7ILITY EASEMENT ELEV. ELEVA170N TELEPHONE LINEi EDGE OF PAVEMENT ESC BURIED TELEPHONE LINE BT ENTERING SIGHT DISTANCE SWALE EASEMENT - -- - -- SILT FENCE EXIST. - X- X- X -X -X- CONSTRUCTION FENCING FLOW LINE FL. CLEARING LIMIT FOC - - - - -- SANITARY SEWER CLEAN OUT O IE SANITARY SEWER MANHOLE INT. INTERSEC7ION STORM DRAIN CATCH BASIN - TYPE I INVERT KC STORM DRAIN CATCH BASIN - TYPE H KCRS 0 STORM DRAIN INLET (NO CATCH) F7 STORM DRAIN CULVERT WATER CAP/PLUG WATER COUPLING GUARD POST REDUCER > ► THRUST BLOCK - WATER METER - - 2 NOZZLE FIRE HYDRANT 3 NOZZLE FIRE HYDRANT -b- 1 FLANGE/BUND FL JOINT o II MECHANICAL JOINT t L PUSH- ON/HUB JOINT t THREAD JOINT I I AIR RELIEF VALVE BLOW -OFF VALVE 1 BUTTERFLY VALVE rx IV CHECK VALVE N GATE /GENERAL VALVE w N PLUG VALVE W GAS METER o D GAS VALVE m IM PAD MOUNTED TRANSFORMER © O POWER VAULT TRANSMISSION TOWER (SCALEABLE) [] U77LITY POLE o + POWER POLEo- ,} UTILITY POLE ANCHOR -- E--- TELEPHONE RISER n Q TELEPHONE VAULT I'' T BUS STOP eus Ala MAIL BOX RIP RAP ROCKERY crx a CDOG& SHRUB CID C.,J GENERAL SIGN L- i REGULATORY SIGN �- TREE (CONIFER) TREE (DECIDUOUS) CO STREET LIGHT i~i aR BRIDGE/TUNNEL - - ASPHALT PAVEMENT CONCRETE 0 O Copy,igAOM14CPHC nsullants,l NIRipt$ CITY OF RENTON by: Date: by: Y `al..: - � _z- Date: 5 20l by: Date: A PORTION OF THESE 114 OF SECTION 14 TOWNSHIP 23N. RANGE 5E. W.M. ABBREVIATIONS AC ASPHALT CONCRETE PAVEMENT AP ANGLE POINT ASSY. ASSEMBLY ATB ASPHALT TREATED BASE AVE AVENUE BCR BEGIN CURB RETURN BDRY BOUNDARY BOC BACK OF CURB BOW BOTTOM OF WALL FL CENTERLINE CB CATCH BASIN CDF CONTROLLED DENSITY FILL CMP CORRUGATED METAL PIPE CONCRETE CONC. CONN. CONNEC710N CONT. CON77NUOUS CDR CITY OF RENTON CPP CORRUGATED POLYETHYLENE PIPE PUE (W /SMOOTH INTERIOR WALLS) CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE DIAM. DIAMETER DI DUC77LE IRON DIN DRIVEWAY E EAST ECR END CURB RETURN ELEV. ELEVA170N EDP EDGE OF PAVEMENT ESC EROSION AND SEDIMENT CONTROL ESD ENTERING SIGHT DISTANCE ESMT. EASEMENT EVA EMERGENCY VEHICLE ACCESS EXIST. EXIS77NG FL FLOW LINE FL. FLANGE FOC FACE OF CURB HORIZ HORIZONTAL IE INVERT ELEVA710N INT. INTERSEC7ION INV. INVERT KC KING COUNTY KCRS KING COUNTY ROAD STANDARDS 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 INTERSEC710N PL. PLACE PT POINT OF TANGENCY PW POINT OF VER77CAL INTERSECTION PVMT PAVEMENT PUE PUBLIC U7ILITY EASEMENT REQD. REQUIRED RP RADIUS POINT RR REDMOND RIDGE RRE REDMOND RIDGE EAST UPD ROW RIGHT -OF -WAY RT RIGHT S SOUTH SD STORM DRAIN SP. SPACE SS SANITARY SEWER SSD STOPPING SIGHT DISTANCE STA STA710N 7ESC TEMPORARY EROSION AND SEDIMENT CONTROL TOC TOP OF CURB TIP. TYPICAL 7BW TOP BACK OF WALK TOW TOP OF WALL UNO UNLESS NOTED 07HERVWSE VERI.. VER77CAL WSDOT WASHINGTON DEPT. OF TRANSPORTATION W/ WITH 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- 03.12(5) CLEAN SAND 9 -03.13 QUARRY SPALLS 9 -13.6 ASPHALT CEMENT CONCRETE 9 -02.1 & 9 -03.8 NA77VE FILL MATERIAL AND S7RUC7RAL BORROW 9- 03.14(3) IMPORTED STRUCTURAL FILL MATERIAL 9- 03.14(3) IMPORTED SELECT FILL MATERIAL 9- 03.14(1) GEO7EX77LE OR GEOTEX FABRIC 9 -33.2, TABLE 3 (MIRAR 600X OR EQUAL) GEO- FABRIC SILT FENCE 9 -332, TABLE 6 (MIRAR 100X OR EQUAL) NON -WOVEN GE07EX77LE OR GE07EX FABRIC 9 -332, TABLE 1 & 2 (MIRAFI 140N OR EQUAL) UNSUITABLE EXCAVA77ON 2- 03.3(14)E,F GRAVEL BORROW 9-03.14(l) REVISED FOR 5% MAX. PASSING A US NO. 200 SIEVE RIP RAP (HEAVY) 9- 131(1) RIP RAP (LIGHT) 9- 13.1(2) RIP RAP (HAND PLACED) 9 -1.12 LINED CORRUGATED POLYETHYLENE PIPE (LCPE) 9- 05.1(7) PORTLAND CEMENT CONCRETE 6.02.3(2)8 DUC77L£ IRON PIPE 9 -05.13 CONCRETE PIPE 9 -05.7 CORRUGATED METAL PIPE (CMP) 9- 051(2) PVC PIPE 9 -0512 BLACK VINYL COATED CHAIN LINK FENCE 9.16.1 WSDOT STANDARD PLAN L -2 TYPE 1 OR TYPE 3 W774 VINYL COA77NG 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; KING COUNTY, 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 UTIL171ES ARE SHOWN IN THESE PLANS PER THE LATEST AVAILABLE INFORMATION THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL U77LI71ES AND RELATED SURFACE FEATURES MTHIN 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 U77LI77ES VERIFIED ON THE GROUND PRIOR TO CONSTRUC770N. 3. THE EROSION AND SEDIMENTA770N 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 SEDIMENTA770N CONTROL MEASURES SHALL BE IN -PLACE PRIOR TO ANY DEMOL17ION OR CONSTRUCTION ACTIVITIES. 4. ALL NEW PAVEMENT, SIDEWALKS, AND CURB AND GUTTER INSTALLED BY THIS PROJECT SHALL BEAR ON SUITABLE, COMPACT FOUNDA770N SOILS IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS 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 SPECIFICA710NS AS PROVIDED IN THE CONTRACT DOCUMENTS. 6. ALL EXIS77NG ON -SITE WELLS OR SEP77C TANKS SHALL BE PROPERLY ABANDONED BY A LICENSED CONTRACTOR, CERTIFIED TO PERFORM SUCH WORK, AND WRITTEN VERIFICA77ON OF ABANDONMENT SHALL BE PROVIDED TO 714E 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 FACIL171ES SHALL BE IN ACCORDANCE WI7H THE LATEST CITY OF RENTON STANDARDS, GENERAL REQUIREMENTS AND DETAILS FOR WATER MAIN CONSTRUCTION, AND GENERAL REQUIREMENTS AND DETAILS FOR SEWER MAIN CONSTRUCTION. B. 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 INFORMA710N SHALL BE PROVIDED TO THE PROJECT ENGINEER AT THE END OF THE PROJECT. 9. THE CONTRACTOR SHALL COORDINATE AC77WRES OF ALL U77LITY PURVEYORS IMPACTED BY WORK FOR THIS PROJECT AND SHALL CONTACT 714EM PRIOR TO CONSTRUCTION TO SCHEDULE WORK FOR PROVISIONS FOR AND BE RESPONSIBLE TO SUPPORT, MAINTAIN, OR OTHERWISE PRO7ECT AND KEEP IN SERVICE ALL EXIS71NG UTIU71ES 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 07HER 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 W77H DURING ALL PHASES OF SITE PREPARATION, GRADING OPERATIONS FOUNDATION, SLAB AND PAVING CONSTRUCTION THE CONTRACTOR SHALL NO7IFY 774E 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 OMER SHALL OBTAIN THE SERVICES OF A QUALIFIED SOILS ENGINEER AND /OR 7ES77NG AGENCY TO PERFORM SUBGRADE/BACKFILL DENSITY TESTS OR TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY UNSUITABLE MATERIALS DURING CONSTRUCTION. A REPRESENTA77VE OF THE SOILS ENGINEER AND /OR 7ES77NG 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 W1774 PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE THE APPROPRIATE SOILS INSPEC770NS AND 7ES77NG. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL DURING CONSTRUCTION ADJACENT TO OR M7HIN ALL PUBLIC ROADWAYS. TRAFFIC CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION AC77VITY. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PRIVATE PROPERTY DRIVEWAYS DURING CONSTRUCTION. R- 372302 ,L 9 5 ♦�1 IF V i OVAL CONSULTANTS Site Planning • CMI Engneeting CALL BEFORE Land Use Consume. Project Management YOU DIG M MAMug5uiw1o9laeaana.M98D3a 1 -800. 4245555 R (425)7d.Z1991 FAX(425)2842389 www.cphconsultants.com 1 CONSTRUCTION PERMIT APPROVAL JBS UO U7 1 JBS N/A wxmu: wan t.� �� LIBERTY GARDENS 02/21/1 °�°""`""'�" "' CITY OF AMA IE B. SCHROEDER, P RENTON ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS wow PETER EVANS I _pE awl DATUM ouww Ho: AMa E B. SCHROEDER, PE Planning /Building /Public Works Dept. LEGEND, ABBREVIATIONS, AND GENERAL NOTES 0'0.0`2 NO. REVISION BY DATE APPR APPROVED 2 40 A- NNNNA4 y r �I 1 C� N 9 0 1 ti W N w