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Home My WebLink About89D1280CONSTRUCTION NOTES I, All workmanship and materials shall conform to the City of Auburn's requirements and specifications. 2. Stardard Specifications shall be 1981 APWA as modified by the City of Auburn. A copy of these approved plans shall be on -alto during construction. 4. Prior to str,ting construction, the Contractor shall call ONE -CALL (1-800-424-5555) for utility locations (water, sanitary sews- storm sewer, gas, power, telephone, and television). 5. During construction, conic^ctor shall be required to control on -site storm water runoff by u3;�g temporary erosion/siltation control procedures, No .:_•'!ment laden storm water shall be allowed to discharge Into the City Auburn's storm drainage system or onto adjacent properties. 6. All connections of SDR 35 PVC pipe to manholes shall be made by using A.C, or GPK manhole adaptors, or approved equal. 7. The maximum laying lengths shall not exceed 12 feet 6 Inches for SOR 35 pipe. B. Bedding for PVC pipe shall be 5/8 inch minus crushed rock 4 Inches under to 6 Inches minimum over pipe. 9. Bedding for concrete and ductile iron pipe shall be 5/8 Inch minus crushed rock, 6 Inches under to 6 Inches minimum over the pipe. 10, All pipe trench backf:ll material shall Be Class "A' Bank Run Gravel, modified by the City of Auburn. 11, Pipe Trench Backfill Material within the right-of-way shall be 5/8 Inch minus crushed rack, 12. During construction all City streets adjacent to this project shall be kept clean of all material deposits resulting from on -site construction, as directed by the City. 13. Locations of existing utllltles are approximate. It shall be the Contractor's responsibility to determine the true elevations and locations so as to avoid damage or disturbance during construction. 14. Six -Inch extruded curb or parking bumpers shall be required around all on -site paving areas, where parking will be adjacent to a street. A six -Inch extruded curb Is required between all abutting pavement and landscaped areas. 15. Tightline all downspouts and floor drains to catch basins with 4' di motor PVC S = .005 TYP. 16. Existing pavement surfaces shall be sawcut full depth with straight, uniform edges. All joints between the new and original pavement shall be painted with asphalt emulsion (CSS-1). 17. Street curbs shall be painted with formula WID-YI (yellow), 5 Qfeet from each side of all driveways and 15 feet from each side of all fire hydrants, ad,-arldecaping-she! f-confmmn-wi+h-G1 ty of-,Wbern- --Fairing-Br6M 19, The Contractor shall Install, replace, or relocate all signs, as shown on the plans or as affected by construction, per the City's Standard Detail. 20, Electric and telephone lines shall be In a trench with a minimum horizontal separation from other utilities (sewer, water, storm) of five feet. 21. Ail construction surveying for extensions of City Utilities shall be done under the direction of a licensed land surveyor or a licensed professional Civil Engineer, 22. PVC pipe shall be SDR 35 with 24 inches minimum cover. 23. Sawcat paving 12 inches beyond excavation or where curb Is removed. Backfill 100% with 5/8" crushed rock. Replace paving to match r.xisting. I EXIST, \ LEGAL DESCRIPTION: (LEASE AREA) BEGINVING AT TIE S.W. XwR CE TRACT JZ IWNTE RIVER VALLEY RUNE TRACTS, \ lfENCE NORTIERLY ALONG TIE NEST LINE OF SAID TRACT 186 FEET TO TIE TRIE PARCEL B POINT OF BEGINNING: THENCE EAST AND WEST AT R1CHT ANGLES TO SAID LINE, LANDSCAPE \ F1R5T EAST TO TIE NESTERLY AORG/N OF EAST VALLEYROAD (AMMY WAY N,) 10 ` A Ew 'A'. SECOND NEST 24 FEET; TJWSF ARGIN O Y AT TALL ANGLES 75 THENCE \\ iIETICE EAST AT RIGHT ANGLES i0 RE N£ST MARGIN OF ENS! VALLEY ROAD; iFIEALE SOUTHERaF1 RIFII Fit Fi �E / \ BEIM ASPORTION OF TAX LOTSSOTERJY 0194 �1 AM OZ05. N to SAID POINT 'A'; SAID AREA 4"-46"MINUS \ LEGAL DESCRIPW. Tax Lot 19J & 105: LEGAL DESCRIPTION: Tax Lot 193: CRUSHED ROCK \ That Portion el i aef J/ and J1 of Nfilte River Volley Nome That portion Tracts J/ and JZ o/ MIIN River Valley Fkrns \ heels, os per !al recorded /n Vol" /J of Plate, on page 17, Tracle, as per p recorded in Volume /J of Nafs, on page 17, \ retards of Kl g County, ty, lying South a/ the following Ilor/ng described recorded In King Cou Washington described as follows: COMPACTED SUB -BASE J line: Beginning at the Northwest li.e�ner o/ sold Tract 31; thence South Be n/ g of the Northwest corner of told Treat Jl; thence South 1'56'00' Wes/ along the West line of said tract, 67J.57 feet to CURB & PAVING SECTION 5B West along the Will line o/ said trot/ 673.57 Inl to he true point of beginning; fAencoufA 88'01'00' East 115 the True Point of Beginning o/ said line; thence South feel; fhence South 1'58 '00' West 70 feet, thence South I"=1,_0" EXTRUDED CONC, CURB Vi' S44' 2" A.C. PAVING 7 DLNO 1 m .. •A' . DN. .6.'ems.... e. .:•e 15 feet; thence South 1'58'00' West 70 lee/• s ne of Prhear 88'02'00' East / 88'02'00' East ZJO.IS /aef la the We ter ! Y 8 '0 '00' East ZM.45 feet to the Nwalorl I/no a/ 5' S'J2' t alon said thence South B 1 y Stale Highway Na. 5; fiance North J 1 g \ Primary Slate Highway No, 5 and the fermlaus of sold line; EXCEPT line 4.Z7 fee/ to the point at eurvalure of a cu to the right the following described parcels: having a radius of 2005 feel; thence Northerly a/on he arc of \ said curve 109.26 feet to the Nhs/ Ilns of :aid rrocl thence PARCEL A: South 1'58' West along sold line 7.0 feet; thence, Soul„ 59'27' Weal 40.0 feel; thence North J2'16' West 37.27 test f� Thot portion of Tract 31, of Mile River Valley hems Tracts, as a paint which bears North 59'29'10' East from the true point of \ per plot recorded in Vol" /3 of Plats, on page 17, records of beginning. King County, Nesh/ngion described as follows: \ Situated In the City o/ Auburn, County of King, State o/ Beginning of the Southeast corner of said Tract 31; !hence Washington. Northerly along the fast Ila. thereof 9J feet; thence Westerly at right angles to said East line 107.4 feel, more or less, to a PARCEL A point 115 feet East, as mmasured of right angles Iran the West LEGAL DESCRIPTION: Tax Lot 197. line of said Tract; thence Southerly parallel to sold Nest line to a South line of sold tract; thence Northeasterly along said / South line to the point of beginning. That portion of Tract 31, of little River Valley Home Tracle, as per plot recorded in Vol" /3 of Plata, on page 17, records of King County, Washington described as follows: / Beginning at the Southwest corner of said Tract 31; then Easterly along the South mmrgln of sold Tract J/ to a point lying / 75 feel East of the West margin of sold Tract 31, awasured of right angles to sold West mmrgln; then Northerly, parallel to / said Wes! margin /ZO feet; !hence West 75 feet, of right angles \ /a sold West margin; thence South along sold West mmrgin to the point of beginning. \ / Seri. Otis kh sd'�O+ 00/ \ (RM 1800 ZONE) OR/ no TAX LOT \ 99y 0193 \ k (CM ZONE) 2� \ EXIST, BLDG. / IDPVC TAX L O T 0205 -9. PE SDR J5, 045 L If 4TO (RM 1800 ZONE) r(VERIFY) EASE BOUNDARY J EX, BCOG. C.O. f EASE AREA. FF=50'.31 NEW,y ..�,',:".� EXIST. GRAVEL N 32'16'00" W '.s;:� h. CONC. • ' . c� Vr`' �Q 37.27' SLAB EX, WATER SERVICE APPROX. LOCATION LEASE BOUNDARY 3 EXIST CB o N J5'15'32' W / 4.27 EX, 8" SS PP EX, 10 SS EXIST, 0/11f EX. SS MH / RIM 50.62 lE 43.42 N 35'I5'32" W NEW TYPE 111 SS MH E AUBURN WAY NORTH RIM 49.30 IE 8" E, 43.46 (VERIFY) I 6" W. 43.J (MATCH CF 1- to NEW EXIST. D/W WIC EX, 12" RIM 47.49 IE 43.80 N o� GIs h h S 01 '58'00' W 7.0' EXIST. D/W WINN"" ERI LEGEND 1 31 ---lT--- VICINITY MAP NTS DESCRIPTION NEW EXISTING STORM SEWER -8T. -ST- SANITARY SEWER --SS -SS- WATER -W- -IM- CATCH BASIN ❑ ❑ FIRE HYDRANT } AC PAVING - CONC. SIDEWALK.: RETENTION POND LANDSCAPING + SPOT ELEVATIONS ++ ORMER: C.J. HAUGE I i 8410 S, 280th KENT, WASH. 98031 APPLICANT/LEASEE: DAHVEE ENC/SO, Ph. No, 833-71JJ AGENT' JEFF BAKER, RUPERT ENGINEERING Ph, No. 833-7776 CODE NOTES: ZONING C3 LEASE AREA SIZE 9075 SF i OCCUPANCY B2 TYPE OF CONSTRUCTION 5N EX. BLDG, FOOTPRINT 968 SFf BLDG, LEASE AREA - 484 SF1 PARKING: REQUIRED 5 spaces PROVIDED 6 spaces DATUM: CITY OF AUBURN BENCHMARK / 29-J LEAD J TRACK AT CENTERLINE OF 49th ST. N.E. J 'D' ELEV. = 46.48 SEE SHEET 2 FOR STORM 9 GRADING INFORMATION SI TE PLAN 1 "=20' CURVE:-------�- R=2905. 0' L=209.26 a=36'03'LT, �- - A PPROVEO T=932,2' ,IITv' i`F rUHURN , ,.NEERiNO OE0ARTMENT cnloi, rri 0 J a K o D 8 00 in F5 w � 0 a G J � Do in in o S z W z if W S z J t� era U U n O O GS Q 00 tQt� r U 3 J ELE m a O 3 S M ��, tNu a OJW y fs W � W o h DATE 8-21-89 DRAWN A.M. CHECKED J. D. B JDB No. 8907-150 SHEET ND. 1 of z f F 5-7 / of Z 5 3 57 ? nF J- 841 D M B O Z of Z