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Home My WebLink AboutS-273201I � - crn cn CL n GENERAL NOTES I All work and mcteriols shall be in conformance with the standards and specifications of the City of Renton Utility Department and the latest edition of the WSDOT /APY ✓A Standards and Specifications, as approved by the City of Renton. 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 Deportment of Public Works at 235 -2635. All street closures, partial or full, shall be approved by the Department of Public Works 24 hours in advance. The Police Department, Fire Deportment, and 911 shall be notified 24 hours in advance. J. All locations of existing utilities shown are approximate and shall be the contractors responsibility to verify the true and correct location so as to avoid damage or disturbance. For utility locate call 48 -Hour Locators, 1 -800- 424 -5555 4. A preconstructian conference is required prior to any construction. A minimum of 3 (three) working days notice is required for scheduling. Prior to scheduling the precon a permit information sheet must be supplied to the Utility Engineers Office. Twenty -four hour notice will be required prior to starting new construction. 5. It shall be the contractors resposibility to secure o/I necessary permits prior to starting construction. 6. Inspection will be accomplished by a representative of the City of Renton, It shall be the contractors responsibility to notify the Utility Deportment 24 hours in odvcnce of backrilling oll construction. The contractor as well as the Engineers shall keep cs -built drawings. 7 Asphalt and concrete street paving shall be sawcut to a minimum depth of two inches. Oil mot streets may be spode cut. All surface concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two inches or removed to to on existing expansion joint. 8. A Temporary cold mix asphalt patch shall be placed on the day of initial excavation with o permanent, sealed patch to be placed, to City of Renton policy, within ten days Coll subgrode inspection prior to placement of final patch. Trenches will not be left open over night without prior written approval of the Inspector. LEGAL DESCRIPTION PARCEL A L E G E N D (EX /ST /NG) I$ WATER METER W MN -b- ao 4 N O e WA TER VAL VE �o F E z a ■i1 0 �. l O O Q Q of E 3 2Q Li NT� yu- 1 a> 4 c DECIDUOUS TP,EE E-� a- Q o Of SHRUB a �� POST INDICA TOR VAL VE E \E y C ROCKERY Z CD 534.00 FEET, THENCE MAfLBOY. O U 240.37 FEET, MORE PARALLEL WITH THE ® YARD DRAIN POINT OF W J W THE EASTERLY MARGIN OF 132ND AVENUE SOUTHEAST, THENCE NORTH THENCE NORTH 1'23'12" WEST ALONG A LINE 100 FEET EAST OF AND PARALLEL 1'23'12" EAST PARALLEL TO SAID 132ND WITH SAID MARGIN 152.00 FEET; THENCE NORTH 89'24'22" EAST PARALLEL WITH AVENUE SOUTHEAST 152.00 FEET; THENCE NORTH 89 °24'22" EAST PARALLEL TO THE NORTH LINE THE NORTH LINE OF SAID SUBDIVISION 89.94 FEET AND THE TRUE POINT OF BEGINNING. I a EAST LINE OF TOGETHER AND SUBJECT TO EASEMENTS OF RECORD. GENERAL NOTES I All work and mcteriols shall be in conformance with the standards and specifications of the City of Renton Utility Department and the latest edition of the WSDOT /APY ✓A Standards and Specifications, as approved by the City of Renton. 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 Deportment of Public Works at 235 -2635. All street closures, partial or full, shall be approved by the Department of Public Works 24 hours in advance. The Police Department, Fire Deportment, and 911 shall be notified 24 hours in advance. J. All locations of existing utilities shown are approximate and shall be the contractors responsibility to verify the true and correct location so as to avoid damage or disturbance. For utility locate call 48 -Hour Locators, 1 -800- 424 -5555 4. A preconstructian conference is required prior to any construction. A minimum of 3 (three) working days notice is required for scheduling. Prior to scheduling the precon a permit information sheet must be supplied to the Utility Engineers Office. Twenty -four hour notice will be required prior to starting new construction. 5. It shall be the contractors resposibility to secure o/I necessary permits prior to starting construction. 6. Inspection will be accomplished by a representative of the City of Renton, It shall be the contractors responsibility to notify the Utility Deportment 24 hours in odvcnce of backrilling oll construction. The contractor as well as the Engineers shall keep cs -built drawings. 7 Asphalt and concrete street paving shall be sawcut to a minimum depth of two inches. Oil mot streets may be spode cut. All surface concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two inches or removed to to on existing expansion joint. 8. A Temporary cold mix asphalt patch shall be placed on the day of initial excavation with o permanent, sealed patch to be placed, to City of Renton policy, within ten days Coll subgrode inspection prior to placement of final patch. Trenches will not be left open over night without prior written approval of the Inspector. LEGAL DESCRIPTION PARCEL A L E G E N D (EX /ST /NG) I$ WATER METER � MN -b- ao 4 N O e WA TER VAL VE �o F E z a ■i1 0 �. l O O Q Q of E 3 2Q Li NT� yu- 1 a> 4 c DECIDUOUS TP,EE E-� a- Q o ti SHRUB a �� POST INDICA TOR VAL VE E \E y C ROCKERY To om a� 534.00 FEET, THENCE MAfLBOY. �a WETLAND FLAG 240.37 FEET, MORE PARALLEL WITH THE ® YARD DRAIN POINT OF W y�§ GENERAL NOTES I All work and mcteriols shall be in conformance with the standards and specifications of the City of Renton Utility Department and the latest edition of the WSDOT /APY ✓A Standards and Specifications, as approved by the City of Renton. 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 Deportment of Public Works at 235 -2635. All street closures, partial or full, shall be approved by the Department of Public Works 24 hours in advance. The Police Department, Fire Deportment, and 911 shall be notified 24 hours in advance. J. All locations of existing utilities shown are approximate and shall be the contractors responsibility to verify the true and correct location so as to avoid damage or disturbance. For utility locate call 48 -Hour Locators, 1 -800- 424 -5555 4. A preconstructian conference is required prior to any construction. A minimum of 3 (three) working days notice is required for scheduling. Prior to scheduling the precon a permit information sheet must be supplied to the Utility Engineers Office. Twenty -four hour notice will be required prior to starting new construction. 5. It shall be the contractors resposibility to secure o/I necessary permits prior to starting construction. 6. Inspection will be accomplished by a representative of the City of Renton, It shall be the contractors responsibility to notify the Utility Deportment 24 hours in odvcnce of backrilling oll construction. The contractor as well as the Engineers shall keep cs -built drawings. 7 Asphalt and concrete street paving shall be sawcut to a minimum depth of two inches. Oil mot streets may be spode cut. All surface concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two inches or removed to to on existing expansion joint. 8. A Temporary cold mix asphalt patch shall be placed on the day of initial excavation with o permanent, sealed patch to be placed, to City of Renton policy, within ten days Coll subgrode inspection prior to placement of final patch. Trenches will not be left open over night without prior written approval of the Inspector. LEGAL DESCRIPTION PARCEL A L E G E N D (EX /ST /NG) I$ WATER METER � POWER POLE -b- FIRE HYDRANT N WA TER VAL VE SECTION 3, CONIFER TREE O SAN /TARY SEWER MANHOLE DESCRIBED AS DECIDUOUS TP,EE ❑ CATCH BASIN SHRUB O POST INDICA TOR VAL VE cl:::M ROCKERY To TELEPHONE RISER 534.00 FEET, THENCE MAfLBOY. Z-\ WETLAND FLAG 240.37 FEET, MORE PARALLEL WITH THE ® YARD DRAIN 132ND AVENUE SOUTHEAST 152.00 FEET; THENCE SOUTH 89 °24'22" WEST 80 FEET TO THE TRUE POINT OF BEGINNING. TOGETHER WITH AND SUBJECT TO EASEMENTS OF RECORD. n s PARCEL B THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF < SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, F DESCRIBED AS o FOLLOWS: } BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE NORTH M 89 °24'22" EAST ALONG THE NORTH LINE THEREOF 372.37 FEET; THENCE SOUTH 1'10'21" EAST 534.00 FEET; THENCE SOUTH 89'24'22" WEST PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION 160.37 FEET, MORE OR LESS, TO A POINT 180 FEET EAST OF 132ND AVENUE SOUTHEAST AND THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE NORTH 1'23'12" WEST ALONG A. LINE 180 FEET EAST OF AND PARALLEL Z TO SAID 132ND o AVENUE SOUTHEAST 152 FEET; THENCE NORTH 89 °24'22" EAST PARALLEL TO THE NORTH LINE OF SAID SUBDIVISION 80 FEET; THENCE SOUTH 1 °23'12" EAST PARALLEL TO THE EAST LINE OF 132ND AVENUE SOUTHEAST 152 FEET; THENCE SOUTH 89 °24'22" WEST 80 FEET TO THE TRUE POINT OF BEGINNING. TOGETHER WITH AND SUBJECT TO EASEMENTS OF RECORD. a;' —J; , LEGEND (PROPOSED) 5� Rth ST 19ti� pS PROJECT SITE NE i h ST "I i PL SU/ySET B h ST 0 U NE 12 h ¢ SE > z z 0 z 0 NE 10th ST STORM DRAIN PIPE -ROOF AND FOOTING DRAIN BOUNDARY LOT LINE RIGHT -OF -WAY GUTTER, FLOW, & CURB LINE CENTER LINE - - - -- EASEMENT ----- - - - - -- BUILDING SETBACK LINE (BSBL) - - .- - - - •- - SWALE OR DITCH FENCE 10' CONTOURS 2' CONTOURS SEWER MAIN - - -- - - - - - -- SEWER FORCE MAIN SEWER SERVICE — — — — -WATER MAIN -- EASEMENT SEWER MANHOLE • CLEANOUT 0— SINGLE WATER METER W/ 3/4" SERVICE ■ CATCH BASIN, TYPE I O CATCH BASIN, TYPE II VICINITY MAP NTS DATUM Os1771t! HORIZONTAL DATUM: CITY OF RENTON VERTICAL DATUM: NAD 83/91 NAVD 88 VERTICAL DATUM: NAVD 88 1. TOPOGRAPHY FROM SURVEY BY MEAD, GILMAN & ASSOC., INC. BENCH MARKS CITY OF RENTON 159 CASED 4" X 4" CONIC MON WITH 1 1/2" BRASS DISC & PUNCHMARK AT INTX NE 12TH STREET AND UNION AVENUE ELEV = 415.95 CITY OF RENTON 716 CASED CONC MON WITH 1" BRASS DISK ATINIX NE 19TH STREET & UNION AVENUE NE ELEV = 437.27 TBM #1 CENTER CAP BOLT FIRE HYDRANT NEAR SW CORNER OF ACCESS EASEMENT ELEV = 394.29 • CLEANOUT PARCEL C THE SOUTH 40 FEET OF THE FOLLOWING DESCRIBED PROPERTY: OF PARCEL A THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 3, SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS DESCRIBED AS FOLLOWS: FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE NORTH BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE NORTH 89 °24'22" EAST 69 °24'22" EAST ALONG THE NORTH LINE THEREOF 372.37 FEET; THENCE SOUTH 1'10'21" EAST ALONG THE NORTH LINE THEREOF 372.37 FEET; THENCE SOUTH 1'10'21" EAST 382.00 FEET TO THE 534.00 FEET, THENCE TRUE POINT OF BEGINNING; SOUTH 89'24'22" WEST PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION THENCE NORTH 1 °10'21" EAST 152.00 FEET; THENCE SOUTH 89 °24'22° WEST 240.37 FEET, MORE PARALLEL WITH THE OR LESS, TO A POINT 100 FEET EAST OF 132ND AVENUE SOUTHEAST AND THE TRUE NORTH LINE OF SAID SUBDIVISION 80.37 FEET, MORE OR LESS, TO A POINT 260 FEET POINT OF EASTERLY OF BEGINNING OF THIS DESCRIPTION; THE EASTERLY MARGIN OF 132ND AVENUE SOUTHEAST, THENCE NORTH THENCE NORTH 1'23'12" WEST ALONG A LINE 100 FEET EAST OF AND PARALLEL 1'23'12" EAST PARALLEL TO SAID 132ND WITH SAID MARGIN 152.00 FEET; THENCE NORTH 89'24'22" EAST PARALLEL WITH AVENUE SOUTHEAST 152.00 FEET; THENCE NORTH 89 °24'22" EAST PARALLEL TO THE NORTH LINE THE NORTH LINE OF SAID SUBDIVISION 89.94 FEET AND THE TRUE POINT OF BEGINNING. OF SAID SUBDIVISION 80 FEET; THENCE SOUTH 1'23'12" EAST PARALLEL TO THE EAST LINE OF TOGETHER AND SUBJECT TO EASEMENTS OF RECORD. 132ND AVENUE SOUTHEAST 152.00 FEET; THENCE SOUTH 89 °24'22" WEST 80 FEET TO THE TRUE POINT OF BEGINNING. TOGETHER WITH AND SUBJECT TO EASEMENTS OF RECORD. n s PARCEL B THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF < SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, F DESCRIBED AS o FOLLOWS: } BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE NORTH M 89 °24'22" EAST ALONG THE NORTH LINE THEREOF 372.37 FEET; THENCE SOUTH 1'10'21" EAST 534.00 FEET; THENCE SOUTH 89'24'22" WEST PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION 160.37 FEET, MORE OR LESS, TO A POINT 180 FEET EAST OF 132ND AVENUE SOUTHEAST AND THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE NORTH 1'23'12" WEST ALONG A. LINE 180 FEET EAST OF AND PARALLEL Z TO SAID 132ND o AVENUE SOUTHEAST 152 FEET; THENCE NORTH 89 °24'22" EAST PARALLEL TO THE NORTH LINE OF SAID SUBDIVISION 80 FEET; THENCE SOUTH 1 °23'12" EAST PARALLEL TO THE EAST LINE OF 132ND AVENUE SOUTHEAST 152 FEET; THENCE SOUTH 89 °24'22" WEST 80 FEET TO THE TRUE POINT OF BEGINNING. TOGETHER WITH AND SUBJECT TO EASEMENTS OF RECORD. a;' —J; , LEGEND (PROPOSED) 5� Rth ST 19ti� pS PROJECT SITE NE i h ST "I i PL SU/ySET B h ST 0 U NE 12 h ¢ SE > z z 0 z 0 NE 10th ST STORM DRAIN PIPE -ROOF AND FOOTING DRAIN BOUNDARY LOT LINE RIGHT -OF -WAY GUTTER, FLOW, & CURB LINE CENTER LINE - - - -- EASEMENT ----- - - - - -- BUILDING SETBACK LINE (BSBL) - - .- - - - •- - SWALE OR DITCH FENCE 10' CONTOURS 2' CONTOURS SEWER MAIN - - -- - - - - - -- SEWER FORCE MAIN SEWER SERVICE — — — — -WATER MAIN -- EASEMENT SEWER MANHOLE • CLEANOUT 0— SINGLE WATER METER W/ 3/4" SERVICE ■ CATCH BASIN, TYPE I O CATCH BASIN, TYPE II VICINITY MAP NTS DATUM Os1771t! HORIZONTAL DATUM: CITY OF RENTON VERTICAL DATUM: NAD 83/91 NAVD 88 VERTICAL DATUM: NAVD 88 1. TOPOGRAPHY FROM SURVEY BY MEAD, GILMAN & ASSOC., INC. BENCH MARKS CITY OF RENTON 159 CASED 4" X 4" CONIC MON WITH 1 1/2" BRASS DISC & PUNCHMARK AT INTX NE 12TH STREET AND UNION AVENUE ELEV = 415.95 CITY OF RENTON 716 CASED CONC MON WITH 1" BRASS DISK ATINIX NE 19TH STREET & UNION AVENUE NE ELEV = 437.27 TBM #1 CENTER CAP BOLT FIRE HYDRANT NEAR SW CORNER OF ACCESS EASEMENT ELEV = 394.29 • CLEANOUT TBM #2 SE CORNER CONIC PAD NEAR THE NE CORNER ° YARD DRAIN OF PARCEL A ELEV = 398.66 2 CURB RAMP RIPRAP 4K 273201 MAILBOX UT _1L SIGN tea. s _ � ar ASUILT PLAN $, O .0 ' ,S'$ `�� k a .vS SHEET INDEX 1 COVER 2 SANITARY SEWER PLAN 3 WATER PLAN 4 HYDRANT RELOCATION DETAIL 5 SANITARY SEWER AND WATER MOTES S SANITARY SEWER DETAILS 7 WATER DETAILS Robert P. Wenzl elm®nt P.O. Box 2401 Kirkland, WA 18083 -2401 AN Inc. Homes, (425) 823 -47'3 oy�os WAS 0 CAUTION w a x LOCATION OF EXISTING UTILITIES SHOWN IS g F o APPROXIMATE AND MAY NOT BE ACCURATE Horton Dennis a Associates, Inc. a F4 OR ALL INCLUSIVE. IT IS THE CONTRACTORS Consulting Engineers, Planners, and Surveyors �O�"831190<� °�`"� RESPONSIBILITY TO FIELD VERIFY LOCATION 320 SECOND AVENUE SOUTH �ss701ST% OF UTILITIES PRIOR TO PROCEEDING WITH PHONE KIRKLAND, WASHINGTON 98033 -6687 (425) 822 -2525 FAX (425) 822 -8758 EXPIRES CONSTRUCT';ON. SCANNED OCT ° 8 1999 r w t)