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HomeMy WebLinkAboutWWP2703612.1N o N o N = .— \ C) a Wz0-) o ZOO Wo� Qz:::) cn <� 5 0 0zn =0 z� �wJ o o o N > o W 3 m , Y w asa It 0- a_ Q o z 0 w a' im PORTION OF THE NW 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON 779 HOQUIAM AVENUE NE, TAX LOT 102305-9229 SANITARY SEWER GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS —BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON —SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 12 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. RENTON, WASHINGTON UTILITY PERMIT # Ul 10091 rn 0 N > �o cn 0 LW _0Q o' o �� 0 3 w Go)_ U :2V) U Q _a, o) o uri Ln (o n di Lri N N N � it Ln L000 oo 00 000 0 00 0 0 0 cn C I N ITY MAP s� y 9 W Z W BLVD iR RENTON NE 12TH ST o = PROJECT LOCATION z z Z W = N < 7M ST W a a < Z i 1 NE 1jST= < _ o > D NE M ST NE 6kSETTH NE 5TH NE 4TH ST O NE 4111 STREET W = z m Z NE 2ND STREET ln zLo 0 0) z o LLJ o Q z N VICINITY MAP SCALE NTS NO MONUMENT FOUND CITY OF RENTON #1849 EXISTING CENTER OF SECTION MON 10-23-5 FND. CONC. MON. IN CASE. N: 183,615.5053 FEET (COR) E: 1,313,987.638 FEET (COR) BENCH MARK VERTICAL DATUM: NAVD88 CITY OF RENTON #1851 3 1 /2" DOMED BRASS DISC WITH PUNCH MARK ON CONCRETE STREET SURFACE AT THE CONSTRUCTED INTERSECTION OF NE 4TH STREET (SE 128TH STREET) & 140TH AVENUE SE. ELEVATION= 398.545' r /11 IAlfl AIl1A1 +/- 1.5' DOWN < IN CONC. (NO CASE) 07' E NE 7th PLACE N 88°20'05" W 662.09' CITY OF RENTON #1851 SURFACE MON N: 180,978.6275 FEET (COR) E: 1,313,999.609 FEET (COR) COR #1849 TO COR #1851 S 00°15'27" E 2636.97' (M) S 00°15'36"E 2636.90' (COR) J. I T l�Vl\IVLI\ OF SECTION 10-23-5 SURFACE MON z n W LzLJ l o > g Q 3 U Q O U D - I -cc) o o _ c Iro �L 3:: I z '"� �N I �o �w z cn w":t7 z� J I Lij CONTACT INFORMATION OWNER / DEVELOPER: VINEYARDS CONSTRUCTION, LLC ATTN: BOB WENZL P.O. BOX 6127 BELLEVUE, WASHINGTON 98008 OFFICE PHONE: 206-714-6707 FAX NUMBER: 425-968-5187 Bob©beI monthomeswo.com ENGINEER: OFFE ENGINEERS, PLLC ATTN: DARRELL OFFE, PE 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058-7832 OFFICE NUMBER: 425-260-3412 FAX NUMBER: 425-988-0292 darrell.offe®comcast.net SURVEYOR: HANSEN SURVEYING ATTN: RODNEY HANSEN, P.L.S. 17701 — 108TH AVENUE SE, PMB #208 KENT, WASHINGTON 98055 OFFICE NUMBER: 425-235-8440 FAX NUMBER: 425-235-0266 hansensurvey@comcast.net TABLE OF CONTENTS NE 8th STREET UND MON IN CASE LEAD & TACK IN CONC. 0.08' S & 0.07' W SHEET NUMBER TITLE 1 HORIZONTAL & VERTICAL CONTROL 2 SANITARY SEWER PLAN & PROFILE 3 SEWER DETAILS LEGAL DESCRIPTION PARCEL "A" THE WEST 150 FEET OF THE EAST 180 FEET OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 30 FEET THEREOF. PARCEL "B" THE WEST 75 FEET OF THE EAST 225 FEET OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 30 FEET THEREOF. PARCEL "C" THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING NORTH OF MCCLAIN ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 59 OF PLATS, PAGE 61, IN SAID COUNTY, AND LYING BETWEEN THE NORTHERLY EXTENSION OF THE EASTERLY AND WESTERLY LINES OF LOT 2, BLOCK 1 OF SAID ADDITION; EXCEPT THE NORTH 30 FEET THEREOF. PROPERTY ADDRESS: 765 HOQUTAM AVENUE NE, RENTON, WASHINGTON, 98059 TAX PARCEL NO.: 102305-9165, 102305-9180, 102305-9229 By: By: s 361201 By: By: RECOMMENDED FOR APPROVAL Date: Date: Date: Date: N � O1�1 N cV N N O w W z 2 2 O 2 2 F_ O O IL C)U E � H 0 U U w Of O Lu d CL Z Z O O FJ3U) w W OfOf N N ) CDC UJ CV o N H Q 0 0 o r O U W 0 0- 0 z N w 1 U w z w DATE JOB NO. DWG NO. co > m z a x 0 O J m 0 0 w Z c� cn w 0 U J O z z O 0 � U U Q U_ (� f— z W O > U oS v! J C) Q L.L. z O W z zN w z z N 0 L.L Z w O U w U cn 09/22/2011 1 OF 3 o o� UP. _7 mm N