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Home My WebLink About05D1810AlOrE5 co�v� U • LEGAL DESCRIPTION __ 1. All -workmanship and materials shall confirm to the City of Auburn's �4*G�' requirements and specifications. D� THAT PORTION OF THE DONATION LAND CLAIM OF WM. A. COX AND HIS WIFE, 2. Standard specifications shall be 1981 APWA as modified by the City 1G o ELIZABETH COX DESIGNATED AS CLAIM NO. 38, BEING PART OF SECTION 31, of Auburn. 4v TOWNSHIP 22 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: 3. A copy of these approved plans shall be on -site during construction. SO, 4. Prior to starting construction, the Contractor shall call ONE -CALL BEGINNING AT A POINT OF INTERSECTION OF SOUTH LINE OF SAID DONATION LAND (1-800-424-5555) for utility locations (water, sanitary sever, storm CLAIMS WITH WEST LINE OF SAID SECTION 311 RUNNING sewer, gas, power, telephone and television) . THENCE SOUTH 89 DEGREES 04' EAST ALONG SAID SOUTH LINE 426.57 FEET TO S. During constr-Retion, contractor shall be required to control on -site , EASTERLY LINE OF ROAD) G fIIIIntL 1 -� storm water run off by using, temporary erosion/siltation control THENCE NORTH 2 DEGREES 03'30" EAST ALONG EASTERLY LINE 1054.13 FEET TO procedures. No sediment laden storm water shall be allowed to-;dis- POINT OF BEGINNING OF TRACT HEREIN DESCRIBED) .'charge into the City of Auburn's storm drainage system. THENCE CONTINUING NORTH 2 DEGREES 03'30" EAST 30 FEET) 6. Locations of existing utilities are approximate. It shall be the VDfIbT v1 COARSE AGGREGATE, ,THENCE EAST 283.80 FEET) Concractor's responsibility to determine the true elevations and loc- OR 4" IrI1rUS QUARRY SFALLS THENCE NORTH 56 DEGREES 20' EAST 35.74 FEET TO SOUTHWEST LINE OF STATE ations so as to avoid damage or disturbance during construction. _ HIGHWAY NO, 5) F STATE HIGHWAY 7. Six-inch extruded curb or parking bumpers shall be required around all THENCE SOUTH 35 DEGREES 18' EAST ALONG SOUTHWEST LINE O N0. 5, 93 FEET TO AN EXISTING EAST AND NEST LINE FENCE) on -sits paving areas, where parking will be adjacent to a street. A GRAVFL �O� /��' ��Csix-inch extruded curb is required between all abutting pavcmrent and , V ' . THENCE WESTERLY ALONG SAID LINE FENCE TO TRUE POINT OF BEGINNING) - landscaped areas.. 8. Tightline all dd►mspouts and floor drains to catch basins W/ 4"PVC 5..005 TYP. IU• T S. (ALSO KNOWN AS A PORTION OF TRACTS 24 AND 23, WHITE RIVER VALLEY HOME _ TRACTS 2ND ADDITION, ACCORDING TO THE UNRECORDED PLAT THEREOF). 9. All connections of SDR 35 PVC pipe to manholes shall be made by using A.C. manhole adaptors, or approved equal. ALSO INCLUDING 10. .The maximum laying lengths shall not exceed 20 feet for SDR 21 pipe and THAT PORTION OF THE DONATION LAND CLAIM OF WM. A COX AND HIS WIFE, 12 feet 6 inches long for SDR 35 pipe. ELIZABETH COX, DESIGNATED A8 CLAIM NO. 38, BEING PART OF SECTION 31, 11. Bedding for PVC pipe shall be 5/8 inch minus crushed rock, 4 inches under. K--t,n,b>m°o TOWNSHIP 22 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, to 6 inches over the pipe. /er:z=rm sr°c so►c WASHINGTON, DESCRIBED AS FOLLOWS: 12. Bedding for concrete and ductile iron pipe shall be 5/8 inch minus crushed e• rock, b inches under to ,6 inches over the pipe, ntra rrsac,uTalu� . BEGINNING AT A POINT OF INTERSECTION OF SOUTH LINE OF SAID DONATION LAND CLAIM WIH WEST LINE OF SAID SECTION 31) RUNNING 13. Al]. pipe trench backfill material shall be Class "A" Bank Run Cravel. ►a THENCE SOUTH 89 DEGREES 4' EAST ALONG SAID SOUTH LINE 426.57 FEET TO 14. Pipe Trench Dackfill Material within the right-of-way shall be 5/8 inch EASTERLY LINE OF ROAD) minus crushed Pock: r,uus . ►c �-� THENCE NORTH 2 DEGREES 03'30" EAST ALONG EASTERLY LINE A DISTANCE OF `r 117a. 53 FEET TO A POINT WHICH FOR DESCRIPTIVE PURPOSES .I8 DESIGNATED AS 15. Existing pavement surfaces shall be sawcut full depth with straight, �' IIr trt!7 rAL1C IWTD UL • 7 • Il G. ��ta - U POINT Al uniform edges. All joints between the new and original pavement shall be rrwt Ir°:,rl°n4 a ccvrr.sxr tiu ruuc a cw•L 6 THENCE CONTINUING NORTH 2 DEGREES 03'30" EAST 3.62 FEET TO A POINT WHICH painted with asphalt emulsion (CSS-1). j �9• --"•TY".. �gss sccto� FOR DESCRIPTIVE PURPOSES IS DESIGNATED AS POINT B) 16. Street curbs shall be painted with formula WID-YI (yellow), 5 feet from THENCE EAST TO THE SOUTHWESTERLY MARGIN OF STATE ROAD NO. 3 AND THE TRUE cacti side of all driveways and 15 feet each aide of all firs hydrants. tl POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED) Au All required landscaping shall conform with City of burn Zoning U THENCE NORTH 33 DEGREES 18' WEST, ALONG RAID SOUTHWESTERLY MARf?IN. 26 17. Ordinance, Section No. 18.50 II II 8 FEET) 1+------�I-- --_ j� ----- II - 18. The Contractor shall install, replace, or relocate all signs, as shown THENCE SOUTHWESTERLY, ALONG A STRAIGHT LINE, TO A POINT 60 FEET WEST OF on the plans or as affected by construction, per the Cicy's Standard ' THE TRUE POINT OF BEGINNING► Detail. ,;;1 C;,; CA WAL �u o �=•'�r z�c"nrc THENCE SOUTH 3. 62 FEET, MORE OR LESS, TO A POINT EAST OF SAID POINT "A") tstea'_o., THENCE WEST TO SAID POINT "A" ON THE EASTERLY LINE OF THE COUNTY ROAD► 19. Electric and telephone lines shall be In a trench with a five horizontal separation from other utilities (sever, water, storm) of ivevs feet. feet. THENCE SOUTH 2 DEGREES 03'30" WEST, ALONG SAID ROAD LINE 66.40 FEET) FIL rER FA �� ^ 6AICE THENCE EAST 283.80 FEET) 20. All construction surveying for extensions of City Utilities shall be done G NEW THENCE NORTH 56 DEGREES 20' EAST 35.74 FEET TO THE SOUTHWESTERLY MARGIN under the direction of a licensed land surveyor or a licensed profesalo;rnl Civil Engineer. OF SAID STATE ROAD NO. 5) THENCE NORTH 35 DEGREES IS' WEST, ALONG SAID ROAD MARGIN, TO THE TRUE 21. PVC pipe shall be SDR 35 with Z4 inches minimum cover. POINT OF BEGINNING, IN KING COUNTY, WASHINGTON) f (ALSO KNOWN A5 A PORTION OF TRACTS 25 AND 26, WHITE RIVER VALLEY HOME 1 2Y. Sawcut paving 12 inches beyond excavation or where curb in removed. Dackfill � C�c\�t. �ux�s� 100% with 5/8" crushed rock. Replace paving to match axisting. TRACTS 2ND ADDITION, ACCORDING TO THE UNRECORDED PLAT THEREOF) EXCEPTING THEREFROM THAT PORTION LYING WITHIN A STRIP OF LAND 1 ��< Ls•�. /r APPROXIMATELY 3. 62 FEET IN WIDTH, LYING BETWEEN LINE RUNNING EAST FROM 23. NorrI or aluminum npipe sham) be 16 be galvanized with ameter treatment SAID POINTS A AND B TO THE EASTERLY BOUNDARY OF THE ABOVE DESCRIBED pi 1 or 14gaaand shall be 16 gage for larger h diameter arul corregsmallcr pipe and 14 gage for 30-inch diameter and larger pipes, with re-corregated TRACT) ends. Joint couplings shall be type "D" witlr neoprene gaskets and connections to manholes and catch basins shall be by mortar joints. CMP pipe shall only be used on private property for the purpose of oversizing pipe for A -LSO INCLUDING underground storage where pipe cover exceeds 1 foot. vt!�. THAT PORTION OF THE DONATION LAND CLAIM OF WM. A. COX AND HIS WIFE, -- 61 �'� �" F�.� t Y�>3�,c ELIZABETH COX, DESIGNATED AS CLAIM NO. 38, BEING PART OF SECTION 31, I- V- x- - F' y. �x�-5,��.,� "tea TOWNSHIP 22 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN► IN KING COUNTY, G��' WASHINGTON, DESCRIBED AS FOLLOWS: .� a, I t lit L..ST a BEGINNING AT A POINT OF INTERSECTION OF SOUTH LINE OF SAID DONATION LAND Z'`� �1 441 ✓wry L''� CLAIM WITH WEST LINE OF SAID SECTION 311 RUNNING - Td� of Gt•.1_ �� q'a3' 1 THENCE SOUTH 89 DEGREES 04' EAST ALONG SAID SOUTH LINE 426.57 FEET TO EASTERLY LINE OF ROAD)+ - THENCE NORTH 2 DEGREES 03'30" EAST ALONG EASTERLY LINE A DISTANCE OF 1174.15 FEET) THENCE EAST TO THE SOUTHWESTERLY MARGIN OF STATE ROAD NO. 5 AND THE TRUE _ ga�>~F 45 Pvl POINT OF BEGINNINGt THENCE WEST TO THE, EASTERLY LINE OF THE COUNTY ROAD THENCE SOUTH 3, 62 FEET) THENCE EAST TO THE SOUTHWESTERLY MARGIN OF SAID STATE ROAD NO. 5; THENCE NORTHWESTERLY ALONG SAID MARGIN TO THE TRUE POINT OF BEGINNING) S Pam► �lti. 4- . o 2t1t 4r . ( ALSO KNOWN AS A PORTION OF TRACT 26, WHITE RIVER VALLEY HOME TRACTS 2ND .TyP ADDITION ACCORDING TO THE UNRECORDED PLAT THEREOF. • 'fir 7t� o� t11 ` a f kw VIP k 0 el - r I 2'A.C. /AY/A/G R/M 4�.5 2 4g¢ PUG SC3c �S ToP of lO rx. ! r ` �'.-v l �• Cxxw. a ST ,IVN,O EL, 44s.o MEW - � Ills III�IV ll,- ' •�' _ III=1ji1 yllw �r •' / /WW Cd. AO✓USTMBVT I_ ^WK M/N. I i i I CRU5lJEO ROCK ' VER WIZ/, 27' TAP �F TOP CO 0VZX ��ACTZO HOLE (G"T!/11CK) I I I 4 .n •� • STD. TYPE /G CB. IE t3.LfS 6 GIP RUBBER _ i 1 `3 r, Z4l • �� 34"+ 40, W/ GASKET - �: �{� EXTE.vs/oAf SECT- 5!/ORT N/PP/� f N 89 v VMS 45 REQO. (CUBE BOT/J EV03) �,14 A.C. OR G.PK. cAT�.0 O;rO 6' HAVNOLi ADAPTOR �X" CONi, CU23 LANDSGAP Ce �o Sc�C- a.a.=o.�3oGFs%21�) SI/21r %2` • 8' PVC - SOR•35 LOCATED 11f/ AGIRROW 51110E A` C.B. 2 ,�.i,. PAWI�Gt \ PVC TEE AUOBER C.ASKEr I �fj• ✓O/NTS ' �I.o O�''Ci " 8 " RUBBER GASKET PLU4 .. a °. tin., ,• :. 74 . -ce a, a.,a A ,r,. P. _ CZU5W_10 Poet 17 kc, 11-=-- � = ' r WM PAGTft0 N . 51JI3.3A5E z 7-YR' AAVEMEAlr SECRON Z m Art / T d CODE NOTES ZONING OCCUPANCY CONSTRUCTION LOT SIZE SETBACKS NORTH SOUTH EAST WEST BUILDING AREA ALLOWABLE BUILDING AREA PARKING REQUIRED PROVIDED C-3 H- 4 V-N 0.9 ACRES (+) 81.52' 1. 5' 46' TO PROPERTY LINE, 81' (+) TO CENTER LINE OF RIGHT-OF-WAY 97' (+) 7986.8 S.F. 5100 S.F. BASIC PLUS 100% INCREASE FOR SETBACKS 15 SPACES 18 SPACES CONSTRUCTION SEQUENCE 1. Build construction entrance & place f ilter f encing . 2. Place fill. Slope fill toward center of property at all times. 3. Install storm detention system per sheet 1. Place straw bales or filter fabric around C.B.'s until site is paved. If /N/TY MAP .0A r�IM PC ,BRra 55r No. 29 - Z Zoc,4TE0 47" 41f of D' 57, NE. SOUTf� of 4 9 77. kt - 0-4 rIl 4 7. /¢ C/rr' Or- AUBURN. 4. Hydroseed side slopes. _LE GIEN D DESGW PrIoN N E\V - UCIST' 5To 5E\VcJZ _5T 5r f PAav . DER �E w r G uc)A 5A N I TARY 5Ew ER - 5 5 %VAT ER, r FIRE HYDRANT )b �� -� �`� A G PAV I NA Ova- �yc1�r�� /•r GONG. SICUEW,&,LK, �L Pl _)►cS � P.i=Te-NT1or1 FbNO �---� �, �S ` E►��'C ��' LA N D SG.� P I r.Ic� Qi' ... � \ SPor GLEVATI�NS X X. KA �+t ++ S jL _31C.7 A, 1 V\j -kLD 4 luMtY Y, 5�3�r£ CtrC`t c�t� - �J APPROVED 1 rb►\-.�,\w,.� DEPT.OF PUBLIC WORKS CITY OF AUBURN �.►�� r-� n. ,,� ENGINEERING I3EPARTIb14-ldi Fes__, V -s x.C- t� C�iL•�A�f s`c -(�SC� s w J %A c Z Z g O a > 0 cc 11a s r N DATE ?'- J41 v DRAWN CHECKED A, JOB NO SHEET NO vo V / DIU