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HomeMy WebLinkAbout05D1849a� 0 U L a 00 cl� N Ln 0 0 cv N 0) a) iv 0 U -c3 w C Q U aJ 0 0 1 c' 6 0 L 0 U Q c� 00 co 0 0 A I B GENERAL NOTES 1 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER, AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2002 EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 2 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 3 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON STATE LICENSED LAND SURVEYOR OR A WASHINGTON STATE LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. CONSTRUCTION REQUIREMENTS A. THE GENERAL CONSTRUCTION REQUIREMENTS FOR THE CITY OF AUBURN SHALL BE THOSE CONTAINED IN THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATION FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, - CURRENT EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY. B. ALL PLANS AND CALCULATIONS SHALL BE PREPARED, STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED PROFESSIONAL CIVIL ENGINEER. 5 C. PROPERTY SURVEYS SHALL BE PERFORMED AND STAMPED BY A WASHINGTON STATE LICENSED PROFESSIONAL LAND SURVEYOR. D. ALL PLANS AND CALCULATIONS SHALL BE NEAT, UNCLUTTERED, LEGIBLE, AND IN CONFORMANCE WITH THE REQUIREMENTS HEREIN. E. WHERE APPLICABLE, SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. F. THE CONTRACTOR SHALL ADHERE TO ALL APPLICABLE CITY DEVELOPER SPECIFICATIONS AND STANDARD DETAILS IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT TO OBTAIN THIS INFORMATION AND PASS /T ON TO THEIR CONTRACTOR FOR CONSTRUCTION PURPOSES. FAILURE TO DO SO WILL BE GROUNDS FOR NONCOMPLIANCE TO CITY REQUIREMENTS. DEVELOPER SPECIFICATIONS AND STANDARD DETAILS SHALL BE ON -SITE DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE THE CITY OF AUBURN WITH COMPACTION TEST RESULTS 6 G. PRIOR TO THE INSTALLATION OF UTILITIES. 17 CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN. 2. SURVEY WETLAND BOUNDARIES IN ACCORDANCE WITH THE WETLAND DELINEATION REPORT DATED JULY 17, 1998, PREPARED BY DAVID EVANS & ASSOC. J. INSTALL SILT FENCE. 4. BEGIN GRADING OPERATIONS. 5. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE ONLY ON APPROVAL OF A CITY INSPECTOR. CALL TWO WORKING DAYS BEFORE YOU DIG -800-424-5555 UTILITIES UNDERGROUND LOCATION CENTER EXISTING UTILITY NOTE UNDERGROUND UTILITIES SHOWN ON THESE PLANS WERE BASED ON VISIBLE SURFACE EVIDENCE, AND/OR AVAILABLE AS-BUILTS AND/OR UNDERGROUND UTILITY PAINT MARKINGS. NOT ALL UNDERGROUND UTILITIES MAY BE SHOWN. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO POTHOLE, LOCATE AND VERIFY ANY AND ALL EXISTING UTILITIES THAT PERTAIN TO THIS PROJECT PRIOR TO ANY CONSTRUCTION. CONTRACTOR MUST STOP WORK AND CONTACT THE ENGINEER OF THESE PLANS IF THERE ARE ANY DIFFERENCES IN THE LOCATIONS AND/OR ELEVATIONS OF ANY EXISTING UTILITIES SHOWN ON THESE PLANS PRIOR TO ANY CONSTRUCTION. CONTACT 1-800-424-5555 BEFORE YOU DIG. UNAUTHORIZED CHANGES AND USES THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR NOR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. IN THE EVENT THAT INCONSISTENCIES AND/OR ERRORS ARISE IN THESE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL STOP WORK IMMEDIATELY. THE CONTRACTOR SHALL NOT PROCEED FURTHER UNTIL RECEIVING WRITTEN VERIFICATION AND APPROVAL TO MAKE CHANGES TO THE PLANS FROM DBM CONSUL TING ENGINEERS. THE CONSTRUCTION CONTRACTOR AGREES THAT /N ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS INCLUDES SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED 'TO NORMAL WORKING HOURS. THE CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. C D E F G H J K VALLEY SIX DRIVE-IN W 1 /2, SEC. 31, T22N, RSE, W.M. L ENGINEERING IPLAM06N -; SURVEYING: BRANDON MCDOWELL (PROJECT MANAGER) RICK BOND, PLS (SURVEYOR) ROBERTA MARTA (PROJECT PLANNER) DBM CONSULTING ENGINEERS 502 16TH STREET NE, SUITE J12 AUBURN, WA 98002 OWNERfCLlENT (253) 887-0924 (PHONE) (253) 887-0925 (FAX) ROBERTSON PROPERTIES GROUP MIKE DEE 120 NORTH ROBERTSON BOULEVARD WATER1SEWER: LOS ANGELES, CA 90048 (310) 855-8442 (PHONE) CITY OF AUBURN (310) 652-8538 (FAX) 25 WEST MAIN STREET AUBURN, WA 98007 (253) 931-3010 FIRE. POWER/GAS: CITY OF AUBURN FIRE DEPARTMENT 1707 D STREET N. E. PUGET SOUND ENERGY AUBURN, WA 98002 22828 687-H AVENUE SOUTH (253) 9JI-JO60 # 1 D2 (253) 9J I -JO55 FAX KENT, WA 98032 (888) 225-5773 SCHOOL: TELEPHONE. AUBURN SCHOOL DISTRICT 915 4TH STREET NE QWEST AUBURN, WA 98002 COMMUNICA TIONS (253) 931- 4900 P.O. BOX 12480 SEATTLE, WA 98117 REFUSE SERVICE. (800) 244 - 7111 RST DISPOSAL CABLE 701 2ND STREET NW AUBURN, WA 98002 AT&T BROADBAND (253) 833-3333 4020 AUBURN WAY NORTH AUBURN, WA 98002 (877) 824-2288 SOUTH 277TH STREET -WETLAND B 1 0 A D DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. L I; 9 B GRAPHIC SCALE 0 100 200 400 I inch = 200 feet NOTE: 1. ON -SITE WETLANDS SHOWN ON PLANS ARE IN ACCORDANCE WITH THE WETLAND DELINEATION REPORT DATED JULY 17, 1998, PREPARED BY DAVID EVANS & ASSOC. 2. EXACT LOCATION OF WETLAND AND CLEARING LIMITS TO BE SURVEYED AND FLAGGED PRIOR TO CONSTRUCTION AND MAY VARY. J. CONSTRUCTION VEHICLES SHALL BE RESTRICTED FROM ACCESSING SOUTH 277TH STREET VIA G' STREET. REFERENCE: HYDROLOGIC IMPACT ASSESSMENT PREPARED BY J. S JONES & ASSOCIATES, INC., DATED FEBRUARY 17, 2005. LEGEND (Note: All Items may not appear on drawing) Proposed Sanitary Sewer Manhole ® Proposed Storm Drain Line —SD— Existing Sanitary Sewer Manhole 0Existing Storm Drain Line SD — Proposed Storm Drain Manhole ® Proposed Waterline _W_ Existing Storm Drain Manhole ® Existing Waterline W_ Proposed Cleanout ® Proposed Gas Line —G— Existing Cleanout o Existing Gas Line —G— Proposed Water Meter ® Proposed Power Line —P— Existing Water Meter Existing Power Line —P— Proposed Water Valve N Proposed Telephone Line —T— Existing Water Valve Existing Telephone Line T— Proposed Fire Hydrant Y Grading Ridge Line —R— Existing Fire Hydrant Finish Contour —go— Existing Blowoff Exist. Contour 90— Proposed Catch Basin (type 1) E3 Stream or Ditch Flowline Existing Catch Basin (type 1) Ca Fence �c--�t— Proposed Yard Drain ® Filter Fabric Fence (Silt Fence) —ems Existing Yard Drain 0 Clearing Limts Proposed Catch Basin (type II) ® Monument Existing Catch Basin (type 11) ® Rebar & Cap ©+ Straw Bale Check Dam ® Section Corner Power Pole Power Pole w/guy Existing Asphalt Existing Electrical Junction Box6 Light Pole Proposed Asphalt Existing Light Pole Proposed Boundary Line Concrete Existing Proprty Line Proposed Sanitary Sewer Line —S— Building or Structure Existing Sanitary Sewer Line S Gravel VICINITY MAP NOT TO SCALE LEGAL DESCRIPTION DESCRIPTION: SEE SHEET 2 FOR THE COMPLETE LEGAL DESCRIPTION. CONTAINING f53 ACRES BENCHMARKS HORIZONTAL DATUM: NAD 83/91 BASED ON CITY OF AUBURN CONTROL POINTS 107 AND 510, SAID CONTROL POINTS LOCATED WITHIN AUBURN WAY NORTH SOUTH OF THE PROJECT AREA. VERTICAL DATUM: NA VD-88 BASED ON CITY OF AUBURN BENCHMARKS 29-1(50.67) AND 29-J(50.01). FLOOD PLAIN ELEVATION: 48.51 TABLE OF CONTENTS SHEET I COINER SHEET SHEET 2 KEY MAP AND TESC NOTES SHEET 3 WETLAND B GRADING SHEET 4 WETLAND C GRADING SHEET 5 WETLAND B CROSS SECTIONS SHEET 6 WETLAND C CROSS SECTIONS ZONING DATA PARCEL A (9360600305), PARCEL D (9360600340) PARCEL E (9360600340), PARCEL B (9360600330), PARCEL C (9360600330), PARCEL H (9360600280), AND PARCEL H (9360600281) ZONING: UNCLASSIFIED USE MINIMUM LOT AREA: 8,000 SQUARE FEET. MINIMUM LOT WIDTH. 75 FEET MINIMUM LOT DEPTH: 100 FEET. MAXIMUM LOT COVERAGE 35X FRONT SETBACK 25 FEET SIDE, INTERIOR, SETBACK. 5 FEET (10 FEET FOR LOT LESS THAN 75 FEET WIDE) SIDE, STREET, SETBACK: 10 FEET REAR SETBACK- 25 FEET MAXIMUM MAIN BUILDING HEIGHT.- 2 112 STORIES (NOT TO EXCEED 30 FEET) MAX/MUM ACCESSORY BUILDING HEIGHT. 1 STORY (NOT TO EXCEED 16 FEET) PARCEL F (9360600323), PARCEL G (9360600320) ZONING: R-4, MULTIPLE -FAMILY RESIDENT/AL. MINIMUM LOT AREA: 7,200 SQUARE FEET (MINIMUM AREA PER DWELLING UNIT 2,400 SQUARE FEET) MINIMUM LOT WIDTH: 50 FEET. MINIMUM LOT DEPTH: 80 FEET. MAXIMUM LOT COVERAGE 55Z FRONT SETBACK. 20 FEET SIDE, INTERIOR, SETBACK. 5 FEET SIDE, STREET SETBACK.- 10 FEET REAR SETBACK 25 FEET MAXIMUM BUILDING HEIGHT. 2 112 STORIES (NOT TO EXCEED 30 FEET) PARCEL J (9360600270) ZONING, C-3, HEAVY COMMERCIAL DISTRICT MINIMUM LOT AREA: NONE REQUIRED MINIMUM LOT WIDTH: NONE REQUIRED MINIMUM LOT DEPTH: NONE REQUIRED MAXIMUM LOT COVERAGE: NONE REQUIRED FRONT SETBACK 20 FEET SIDE, INTER/OR, NONE REQUIRED SIDE, STREET, SETBACK- 15 FEET REAR SETBACK. NONE REQUIRED MAXIMUM BUILDING HEIGHT. 4 STORIES (NOT TO EXCEED 45 FEET) RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY DATE TITLE/POSITION: CONFIRMED BY CITY. DATE so • L�J PROJECT REF: GRA04-0018 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS CP Z✓ZS/as APPROVED BY. A , V DATE APPROVED`'� L to 0 w� 1P Ygo 2 Z z w Q J W W Z a= U) _ U7 q 3: Z� z Of — � W D 00 Q 3 '�I �0 0 O U w J 4 7 • a O ® 00 V/ J O W MO LLI 0) �C) OQ Uj U7 U Oi2 mw a0 ZU z< O O UD N OO Lll m O cc N O 00 L0 [ � O 0) F•"1 � 00 Z 00 04 00 M 1`0 Q N N X M U W ~ � O N N 0 O �1 W r, (� Z 000 j for) W U O r- 0 O N O L0 J J Z WLLI w LO M of m 0 m y 0 \ Q m W O: r O ®� ILLJ N 0a zoo Ym 06 3: U W Lii w of ILLJ 2 d Q a o 00 10 0 Ld Lij 0 77A0 C I D E F G H J K os� i r4+ 0 0 0 I 2 3 Ii 5 7 W 0 110 I LEGAL DESCRIPTION PARCEL A: A THAT PORTION OF THE DONATION LAW CLAM OF W ILLIAM A. COX AND HIS WIFE, ELIZABETH COX, DESIGNATED AS CLAIM NO. 38, BEING A PART OF SECTION 31, 22 NORTH, RANGE 5 EAST, WlIL U ETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID DONATION LAND CLAIM; THENCE SOUTH 1'53'45" WEST 898-20 FEET TO THE SOUTH LINE OF SOUTH 280TH STREET AS ESTABLISHED BY DEED TO KING COUNTY RECORDED UNDER RECORDING NUMBER 5889551 AND THE TRUE POINT OF BEGINNING, THENCE CONTINUING SOUTH 1'53'45" WEST 859.86 FEET; THENCE SOUTH 5601' 19" WEST 203.43 FEET; THENCE NORTH W 17'18" WEST 485.03 FEET; THENCE NORTH 1'53'45" EAST 285.8 FEET; THENCE NORTH 89'47'15" WEST 350.00 FEET; THENCE NORTH 1'53.45" EAST 166.01 FEET TO A POINT WHICH IS 1,000 FEET WEST OF, AS MEASURED AT RIGHT ANGLES TO, THE EAST LINE OF SAID DONATION) LAND CLAM; THENCE NORTH W06'15' WEST TO THE EAST MARGIN OF K1TIT-AUBURN ROAD, 86TH AVENUE SOUTH, AS ESTABLISHED BY DEEDS TO KING COUNTY RECORDED UNDER RECORDING NUTAIERS 761006 AND 761007; THENCE NORTHERLY ALONG SAID EASTERLY LINE TO THE NORTHWEST CORNER Of THAT PORTION OF 49TH STREET NORTHEAST, AS VACATED UNDER ORDINANCE N LWR 2627 IN THE CITY OF AUBURN, ALSO RECORDED UNDER RECORDING NUMBER 7301120384; SOUTH 89'08'15" EAST, 1,005.22 FEET; THEME SOUTH 1'53'45" WEST 10 FEET; THEM SOUTH 89'08' 15" EAST TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAO DONATION LAND CLAIM NO. 38; THENCE NORTH W55' WEST 420.15 FEET; THENCE SOUTH 1'53'45" WEST 1,229.725 FEET; THENCE NORTH 87*24'27" WEST 579.90 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 8T 24'27" WEST 42.4 FEET; THENCE SOUTH 1'53'45" WEST 117.60 FEET; THENCE NORTH 88'06'15" WEST TO THE EAST MARGIN OF KENT-AUBURN ROAD, 86TH AVENUE SOUTH, AS ESTABLISHED BY DEED TO KING COUNTY RECORDED UNDER RECORDING NUMBER 761007; THENCE NORTHERLY ALONG SAID EASTERLY MARGIN TO THE NORTHWEST CORNER OF THAT PORTION OF 49TH STREET NORTHEAST AS VACATED UNDER ORDINANCE NUMBER 2627 IN THE CITY OF AUBURN AND ALSO RECORDED UNDER RECORDING NUMBER 7301120384; THENCE SOUTH SWOS'15" EAST ALONG THE NORTHERLY LINE OF SAID VACATED PORTION OF 49TH STREET NORTHEAST TO A POINT NORTH 1'53'45" EAST FROM THE TRUE POINT OF BEGNVNIPNG; TNT SOUTH 1'53'45" WEST TO THE TRUE POINT OF BEGINNING; TOGETHER WITH THAT PORTION OF VACATED "D" STREET NORTHEAST (86TH AVENUE SOUTH) AS VACATED BY ORDINANCE NUMBER 2626, AS WOULD ATTACH BY OPERATION OF LAW; TOGETHER WITH THOSE PORTIONS OF VACATED 49TH STREET NORTHEAST (SOUTH 280TH STREET) ADJOINING AS VACATED BY AUBURN ORDftVOCES 2627, 3594, & 3614, RECORDED UNDER RECORDING WAW'RSR 73D1120384, 8102090641 & 8104220744, RESPECTIVELY, AS WOULD ATTACH BY OPERATION OF LAW; (ALSO KNOWN AS PORTIONS OF TRACTS 34, 35, 36, 37, 38 AND 39, TOGETHER WITH VACATED STREETS ADJOINING, WHITE RIVER VALLEY HOME TRACTS 2ND ADDITION, ACCORDING TO THE UNRECORDED PLAT THEREOF). PARCEL B: THAT PORTION OF THE DONATION LAND CLAIM OF WIl1UM A. COX AND HIS WIFE, ELIZABETH COX, DESIGNATED AS CLAIM NO. 38, BEING A PART OF SECTION 31, TOWNSHIP 22 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGIIIIIIIIING AT A POINT ON THE NORTH LINE OF SAID DONATION LAND CLAIM, A DISTANCE OF 420.15 FEET WEST OF THE NORTHEAST CORNER THEREOF; THENCE SOUTH 839.74 FEET TO THE NORTH MARGIN OF SOUTH 280TH STREET, AS ESTABLISHED BY DEEDS TO KING COUNTY, RECORDED UNDER RECORDING NUMBERS 544796 AND 5869551; THENCE WEST ALONG SAID NORTH MARGIN 259.26 FEET; THENCE NORTH 840.74 FEET TO A POINT ON THE NORTH LIVE OF SAID DONATION CLAIM A DISTANCE OF 259.24 FEET WEST OF THE POINT OF BEGINNING; THENCE EAST ALONG SAID NORTH LINE TO THE POINT OF BEGINNING; EXCEPT THE EAST 30 FEET; AND EXCEPT THAT PORTION, IF ANY, LYING WITHIN SOUTH 277TH STREET (52ND STREET NORTHEAST); AND EXCEPT THAT PORTION THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 7103110262; TOGETHER WITH THAT PORTION OF VACATED 49TH STREET NORTHEAST (SOUTH 280TH STREET) ADJOINING AS VACATED BY AUBURN ORDINANCE 3594 RECORDED UNDER RECORDING NUMBER 8102090641, AS WOULD ATTACH BY OPERATION OF LAW; (ALSO KNOWN AS A PORTION OF TRACT 42, TOGETHER WITH VACATED STREETS, ADJOINING, WHITE RIVER VALLEY HOME TRACTS 2ND ADDITION, ACCORDING TO THE UNRECORDED PLAT THEREOF). POINCEL C: THAT PORTION OF THE DONATION LAND CLAIM OF W ILLIAM A. COX AND HIS WIFE, ELIZABETH COX, DESIGNATED AS CLAIM NO. 38, BEING A PART OF SECTION 31, TOWNSHIP 22 NORTH, RANGE 5 EAST, W&LIVMETI'E MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: 11 SOUTH 277TH STREET E F BEGINNING ON THE NORTH LIVE OF SAID DONATION CLAIM, AT A POINT 679.39 FEET WEST OF THE NORTHEAST CORNER THEREOF; THENCE SOUTH 89'10'30" WEST ALONG SAID NORTH LINE 258.94 FEET; _ j,E l 1 i'lAP PARCEL G: THENCE SOUTH 0'49'30" WEST 841.71 FEET TO THE NORTH MARGIN OF SOUTH 280TH STREET, AS ESTABLISHED BY DEEDS TO KING COUNTY, RECORDED UNDER RECORDING NUMBERS 544796 AND 586M1, SAID POINT BEING SOUTH 88'56'30" WEST 938.52 FEET FROM THE EAST LINE OF SAO DONATION CLAIM; THAT PORTION OF THE WA. COX D.L.C. IN SECTION 31, TOWNSHIP 22 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS THENCE 88'56'30" EAST ALONG SAND NORTH MARGIN 258.95 FEET; FOLLOWS: THENCE NORTH 840.70 FEET TO THE POINT OF BEGINNINW; . EXCEPT THAT PORTION, IF ANY, LYING WITHIN SOUTH 277TH STREET (52ND STREET NORTHEAST); BEGININING AT THE NORTHEAST CORNER OF SAID WA. COX D.L.C.; THENCE WEST ALONG THE NORTH LINE THEREOF 210.15 FEET; TOGETHER WITH THAT PORTION OF VACATED 49TH STREET NORTHEAST (SOUTH ,280TH STREET) ADJOINING AS VACATED BY AUBURN ORDINANCE 3594 RECORDED THENCE SOUTH 839 FEET, MORE OR LESS, TO THE NORTH LINE OF SOUTH 280TH STREET AS ESTABLISHED BY DEEDS TO KING COUNTY RECORDED DANDER UNDER RECORDING NUMBER 8102090641, AS WOULD ATTACH BY OPERATION OF LAW; RECORDING NUMBERS 544796 AND 5869551, AT A POINT 210.37 FEET WEST OF THE EAST LINE OF SAID D.L.C.; THENCE EAST ALONG SAID NORTH LINE 210.37 FEET TO THE EAST LINE OF SAID D.L.C.; (A{S' O KNOWN AS TRACT 43, TOGETHER WITH VACATED STREET ADJOINING, WHITE RIVER VALLEY HOME TRACTS 2ND ADDITION, ACCORDING TO THE UNRECORDED THENCE NORTHERLY ALONG SAID EAST LINE 838.2 FEET TO THE POINT OF BEGINNING; PLAIF THEREOF) EXCEPT THE SOUTH 414.56 FEET THEREOF; AND EXCEPT THAT PORTION, IF ANY, LYING WITHIN SOUTH 277TH STREET (52ND STREET NORTHEAST); PARCEL D: (ALSO KNOWN AS A PORTION OF TRACTS 41 AND 42, WHITE RIVER VALLEY HOME TRACTS 2ND ADDITION, ACCORDING TO THE UNRECORDED PLAT THEREOF). THAT PORTION OF THE DONATION WIND CLAIM OF WWILLIAM A. COX AND HIS WIFE, ELIZABETH COX, DESIGNATED AS CLAIM NO. 38, BEING A PART OF SECTION 31, TOWNSHIP 22 NORTH RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHIVGTONN, DESCRIBED AS FOLLOWS: PARCEL H: BEGINNING AT A POINT ON THE NORTH LAVE OF SAID DONATION CLAIM, WHICH POINT IS 938.33 FEET SOUTH 89't0'30" WEST OF THE NORTHEAST CORNER OF SAND T D W9 DESIGNATED THAT PORTION OF THE DONATION LAN CLAIM OF LLIAIA A. COX AND MS WIFE, EL.NZ/18ET1`i COX, DESLKOIA AS CLAIM 140. 38 BEING A PORTION OF SECTION 31, DONATION CLAIM; TOWNSHIP 22 NORTH, RANG 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: THENCE SOUTH 89'10'30" WEST ALONG THE NORTH LIVE OF SAND DONATION CLAIM 258.64 FEET; THENCE SOUTH 0'49'30" WEST 842.66 FEET TO A POINT ON THE NORTH LINE OF THE COUNTY ROAD, AS ESTABLISHED BY DEEDS TO KING COUNTY RECORDED BEGINNING AT THE NORTHEAST CORNER OF SAID DONATION LAND CLAIM NO. 38; UNDER RECORDING NUMBERS 544796 AND 5869551, WHICH POINT IS 1,197.18 FEET SOUTH 88'56'30" WEST OF THE EAST LINE OF SAID DONATION CLAIM; THENCE NORTH W55' WEST 420.15 FEET; THENCE NORTH W56'30" EAST ALONG THE NORTH LINE OF SAID COUNTY ROAb 258.66 FEET; THENCE NORTH 0'49'30" EAST 841.71 FEET TO THE POINT OF THENCE SOUTH 1'53'45" WEST 1,229.725 FEET; BEGINNING; THENCE NORTH 8T24'27" WEST 622.30 FEET TO THE TRUE POINT OF BEGIINMiG; EXCEPT THAT PORTION, IF ANY, LYING WITHIN SOUTH 277TH STREET (52ND STREET NORTHEAST); THENCE SOUTH 1'53'45" WEST 117.60 FEET; THENCE W06'15" WEST TO THE EAST MARGIN OF KENT-AUBURN ROAD (86TH AVENUE SOUTH), AS ESTABLISHED BY DEED TO KING COUNTY RECORDED UNDER TIER WITH THAT PORTION OF VACATED 49TH STREET NORTHEAST (SOUTH 280TH STREET) ADJOINING AS VACATED BY AUBURN ORDINANCE 3594 RECORDED RECORDING NUMBER 761007; UNDER RECORDING NUMBER 8102090641, AS WOULD ATTACH BY OPERATION OF LAW: THENCE NORTHERLY ALONG SAND EASTERLY MARGIN TO A POINT FROM WHICH THE TRUE POINT OF BEGINNING BEARS SOUTH 87*24'27" EAST; THENCE SOUTH 87*24'27" EAST TO THE TRUE POINT OF BEGINNING; (ALSO KNOWN AS TRACT 44, TOGETHER WITH VACATED STREET ADJOINING, WHITE RIVER VALLEY HOME TRACTS 2ND ADDITION, ACCORDING TO THE UNRECORDED PLAT THEREOF). TOGETHER WITH THAT PORTION OF VACATED "D" STREET NORTHEAST (86TH AVENUE SOUTH) ADJOINING, WHICH UPON VACATION, ATTACHED TO SAID PROPERTY BY OPERATION OF LAW; PARCEL E: (ALSO KNOWN AS A NORTHWESTERLY PORTION OF TRACT 36, TOGETHER WITH VACATED STREET ADJOINING, WHITE RIVER VALLEY HOME TRACTS 2ND ADDITION, THAT PORTION OF THE DONATION LAND CLAIM OF WILLIAM A. COX AND HIS WIFE, ELIZABETH COX, DESIGNATED AS CLAIM NO. 38, BEING A PART OF SECTION 31, ACCORDING TO THE UNRECORDED PLAT THEREOF). TOWNSHIP 22 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING ON THE NORTHERLY LIVE OF SAID DONATION LAND CLAIM, AT A POINT WHICH IS SOUTH 89' 10'30" WEST 1,196.97 FEET FROM THE NORTHEAST CORNER PARCEL I: THEREOF; THENCE SOUTH W10'30" WEST ALONG SAO NORTHERLY LIE 258.34 FEET; A TRACT OF LAND IN THE WA. COX DONATION LAND CLAIM NO. 38, IN SECTION 31, TOWONSW 22 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, THENCE SOUTH 1'03'30" WEST 843.64 FEET TO THE NORTHERLY LINE OF COUNTY ROAD, AS ESTABLISHED BY DEEDS TO KING COUNTY RECORDED UNDER WASHINGTON, DESCRIBED AS FOLLOWS: RECORDING NUMBERS 544796 AND 5869551, AT A POINT WHICH IS SOUTH 8856'30" WEST 1,455.53 FEET FROM THE EAST LINE OF SAID DONATION LAND CLAIM; TF04M NORTH W56'30" WEST 258.35 FEET; BEGINNING AT AN INTERSECTION IN THE CURVE OF THE EASTERLY MARGIN OF THE KENT-AUBURN ROAD, AS ACQUIRED BY KING COUNTY IN SUPERIOR COURT CAUSE THENCE NORTH t74'30" EAST 842.65 FEET TOTHE POINT BEGINNING; NO. 85322, ALSO KNOWN AS ROAD #76, AND THE NORTHEASTERLY MARGIN OF AUBURN WAY NORTH; EXCEPT THE WESTERLY 30 FEET THEREOF FOR COUNTY ROAD; MVO THENCE SOUTH 35'14'08" EAST ALONG THE EASTERLY MARGIN OF AUBURN WAY NORTH 65.00 FEET TO THE POINT OF BEGINNING OF SAND TRACT OF WIND; EXCEPT THAT PORTION, E ANY, LYING WITHIN SOUTH 277TH STREET (52ND STREET NORTHEAST); AND THENCE CONTINUING SOUTH 35'14'08" EAST 248.49 FEET; EXCEPT THAT PORTION THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 7103110262; THENCE NORTH 49'55'00" EAST 126.88 FEET; THENCE NORTH 3444'00 WEST 146.85 FEET; TOGETHER WITH THAT PORTION OF VACATED 49TH STREET NORTHEAST (SOUTH 280TH STREET) ADJOINING AS VACATED BY AUBURN ORDINANCE 3594 RECORDED THENCE NORTH W47'15" WEST 156.77 FEET TO THE POINT OF BEGINNING; UNDER RECORDING NUMBER 8102090641, AS WOULD ATTACH BY OPERATION OF LAW; (ALSO KNOWN AS A PORTION OF TRACTS 34 AND 35, WHITE RIVER VALLEY HOME TRACTS 2ND ADDITION, ACCORDING TO THE UNRECORDED PLAT THEREOF). (ALSO KNOWN AS A PORTION OF TRACT 45, TOGETHER WITH VACATED STREET ADJOINING, WHITE RIVER VALLEY HOME TRACTS 2ND ADDITION, ACCORDING TO THE UNRECORDED PLAT THEREOF). PARCEL J: PARCEL F: PARCEL 1, CITY OF AUBURN SHORT PLAT NUMBER SP-29-79, RECORDED UNDER RECORDING NUMBER 7912120006, SAID SHORT PLAT BEING A SUN4flNBSNON OF A PORTION OF THE WA. COX DONATION LAND CLAIM NO. 38, IN SECTION 31, TOWNSHIP 22 NORTH, RANGE 5 EAST, WKIA EiTE MERIDIAN, IN KING COUNTY, PORTION OF THE WA. COX D.L.C., IN SECTION 31, TOWNSHIP 22 NORTH, RANGE 5 EAST, WILLAMETTE (MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED WASHINGTON; AS FOLLOWS: TOGETHER WITH THAT PORTION OF VACATED "D" STREET NORTHEAST ADJOMNNG, AS WOULD ATTACH BY OPERATION OF LAW; BEGINNING AT THE NORTHEAST CORNER OF SAID WIU. COX D.L.C.; THENCE WEST ALONG THE NORTH LINE THEREOF 210.15 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER PARCEL 2 OF SAND SHORT PLAT, AS ESTABLISHED BY INSTRUMENT RECORDED UNDER THENCE CONTINUING WEST ALONG SAND NORTH LINE 210.0 FEET; RECORDING NUMBER 7909281042. THENCE SOUTH 839.74 FEET, MORE OR LESS, TO THE NORTH LINE OF SOUTH 280TH STREET AS ESTABLISHED BY DEEDS TO KING COUNTY RECORDED UNDER RECORDING MUMMERS 544796 AND 596M1, AT A POINT 420.31 FEET WEST FROM THE EAST LINE OF SAID COX D.L.C.; THENCE EAST ALONG SAID NORTH LINE 209.94 FEET; THENCE NORTH 839.0 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING; EXCEPT THE SOUTH 414.56 FEET THEREOF; AND EXCEPT THAT PORTION, IF ANY, LYING WITHIN SOUTH 277TH STREET (52ND STREET NORTHEAST); (ALSO KNOWN AS A PORTION OF TRACT 41, WHITE RIVER VALLEY HOME TRACT$ 2ND ADDITION, ACCORDING TO THE PLAT THEREOF). A I IN PARCEL K: THAT PORTION OF PARCEL 2, CITY OF AUBURN SHORT PLAT NUMBER SP-29-79, RECORDED UNDER RECORDING NUMBER 7912120806, LYING WEST OF THE SOUTHERLY PRODUCTION Of THE EAST LINE OF PARCEL 1 OF SAID SHORT PLAT; ALSO THE WEST 427.03 FEET OF THAT` PORTION OF PARCEL 2 OF SAID SHORT PLAT LYING EAST OF THE SOUTHERLY PRODUCTION OF THE EAST LINE PARCEL 1 OF SAID SHORT PLAT; SAID SHORT PLAT BEING A SUBDIVISION OF A PORTION OF THE W.A. COX DONATION LAND CLAIM NO. 38, IN SECTION 31, TOWNSHIP 22 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. D E F G H J K FILTER FABRIC FENCE INSTALLA TION NOTES THE FIL TO AVOID USE OF JOINT'S. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 8 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). A TRENCH SHALL BE EXCAVATED, ROUGHLY 6 INCHES WIDE AND 6 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, THE FILTER FABRIC AND A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE :SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 42 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 20 INCHES OF THE FILTER FABRIC SHALL BE EXTENDED INTO THE TRENCH AND SHALL NOT EXTEND MORE THAN 42 INCHES ABOVE THE ORIGINAL GROUND SURFACE. WIRE MESH OR FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. THE TRENCH SHALL BE BACKFILLED WITH 3/4-INCH+ MINIMUM DIAMETER WASHED GRAVEL OR PEA GRAVEL. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED AND UPON APPROVAL OF THE CITY INSPECTOR. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. EROSION CONTROL DETAIL REFERENCE 1 • SEE CITY OF AUBURN STANDARD DETAIL "EROSION-1" FOR CONSTRUCTION ENTRANCE INFORMATION. 2. SEE CITY OF AUBURN STANDARD DETAIL "EROSION-2" FOR FILTER FABRIC FENCE INFORMATION. 3• SEE CITY OF AUBURN STANDARD DETAIL "EROSION-7" FOR STRAW BALE CHECK DAM INFORMATION. EROSION CONTROL SEEDING NOTL' S.• PURPOSE TO REDUCE EROSION AND SEDIMENTATION BY STABILIZING EXPOSED SOILS THAT WILL NOT BE BROUGHT TO FINAL GRADING OR PERMANENT COVER TREATMENT OR VEGETATION WITHIN 30 DAYS OF THE EXPOSURE. CONDITIONS WHERE PRACTICE APPLIES - PERMANENT STRUCTURES ARE TO BE INSTALLED OR EXTENSIVE GRADING OF THE AREA WILL OCCUR PRIOR TO THE ESTABLISHMENT OF PERMANENT VEGETATION. - EXPOSED SOIL SURFACES WHICH ARE NOT TO BE FINAL GRADE WITHIN 30 DAYS. - AREAS WHICH WILL NOT BE SUBJECTED TO HEAVY WEAR BY CONSTRUCTION TRAFFIC. - AREAS SLOPING UP TO 10% FOR 100 FT. OR LESS. DESIGN CRITERIA/SPECIFICATIONS - TIME OF PLANTING- DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANNTBNG BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING.) - SITE PREPARATION- BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKE/SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. - SEEDBED PREPARATION- THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLY "CAT WALKED" UP SLOPE. - FERTILIZATION- AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON -PHOSPHORUS FERTILIZER. - SEEDING- APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS/ACRE: PROPORTIONS PERCENT PERCENT NAME BY WEIGHT PURITY GERMINATION REDTOP (AGROSTIS ALBA) 10% 92 90 ANNUAL RYE (LOLIUM MULTIFORUM) 40% 98 90 CHEWINGS FESQUE 40% 97 90 (FESTUCA RUBRA COMMUTATA) (JAMESTOWN, BANNER, SHA a# OR KO ET) WHITE DUTCH CLOVER 10% 96 90 (TRIFOLIUM REPENS) FOR OTHER SEED MIXES, USE LOCAL SUPPLIER RECOMMENDATIONS WITH APPROVAL FROM THE CITY OF AUBURN. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH -FERTILIZER MIXTURES MAY ALSO BE USED. MAINTENANCE- SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. RE -SEEDING AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT EROSION SHALL BE RE -SEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. 'k IN THE THE EVENT THAT CONSTRUCTION SHOULD TAKE PLACE DURING THE WINTER MONTHS (NOVEMBER 1 THRU MARCH 31) ALTERNATE METHODS MAY BE REQUIRED FOR EROSION CONTROL GROUND COVER. ANY ALTERNATIVE METHODS TO BE USED MUST BE APPROVED BY THE CITY OF AUBURN PRIOR TO ANY CONSTRUCTION. GRADING & EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. 2• SOIL MATERIALS SHOULD BE SUITABLE FOR PLANTING AND WITH TREE ROOT ZONES ANDCOORDINATED W/SOIL AMENDMENT SECTION OF MITIGATION PLAN PREPARED BY J.S. JONES AND ASSOCIATES 3. THE SOURCES FOR ALL FILL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 4• THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTAT*N AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 5. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL FOR THEIR REMOVAL HAS BEEN RECEIVED FROM THE CITY. 6. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE. FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS SHALL BE STABILIZED WITHIN TEN DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. ALL EXCAVATED SOILS TO BE REMOVED FROM SITE - NOT STOCKPILED. RECORD DRAWING CERTIFICATION ® DBM CONSULTING ENGINEERS, 2004 THESE DRAWINGS CONFORM TO THE THIS AND THEHEREINNIIS PRNOPRIETARY TONFORMATION DOM. ALL COPYRIGHTS ARE CONTRACTOR'S CONSTRUCTION RECORDS. RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY BY AUTHORIZED TO COPY AND OTHERWME USE THIS INFORMATION FOR THEIR BENEFIT. RELEW OF THIS DATE INFORMATION TO ANY NON-GOVERNMEW PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED TITLE/POSITION: BY SAID AGREEMENT OR BY DBM IN WRITING. G CONFIRMED BY CITY: DATE H I J PROJECT REF: GRA04-0018 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS C P z/t 3/Os APPROVED BY. DATE APPROVED: 2-ILYx 2 3 1! 0 9 II • MJ LJ J H H L 0 I F G I■ J 2 3 W 7 0 • 0 10 VALLEY SIX DRIVE-IN � e 0 N � G J � �50 2 GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet I CUT & FILL I WETLAND B FILL=270C>' COMPENSATORY STORAGE.- 1YE0UI1?ED=270CY PROVIDED=280CY NOTE: 1. ON -SITE WETLANDS SHOWN ON PLANS ARE IN ACCORDANCE WITH THE WETLAND DELINEATION REPORT DATED JUL Y 17, 1998, PREPARED BY DA VID EVANS & ASSOC, 2. EXACT LOCATION OF WETLAND AND CLEARING LIMITS TO BE SURVEYED AND FLAGGED PRIOR TO CONSTRUCTION AND MAY VARY Legend (Note: All Items may not appear on drawing) Proposed Sanitary Sewer Manhole Existing Sanitary Sewer Manhole Proposed Storm Drain Manhole Existing Storm Drain Manhole Proposed Cleanout Existing Cleanout Proposed Water Meter Existing Water Meter Proposed Water Valve Existing Water Valve Proposed Fire Hydrant Existing Fire Hydrant Proposed Catch Basin (type 1) Existing Catch Basin (type 1) Proposed Yard Drain Existing Yard Drain Proposed Catch Basin (type II) Existing Catch Basin (type 11) Power Pole Power Pole w/guy Light Pole Proposed Boundary Line Existing Property Line Proposed Sanitary Sewer Line Existing Sanitary Sewer Line Proposed Storm Drain Line Existing Storm Drain Line Proposed Waterline Existing Waterline Proposed Gas Line Existing Gas Line Proposed Power Line Existing Power Line Proposed Telephone Line Existing Telephone Line Grading Ridge Line Finish Contour Exist. Contour Stream or Ditch Flowline Fence Filter Fabric Fence (Silt Fence) Clearing Limits Monument Rebor & Cap Q. Section Corner Existing Asphalt Proposed Asphalt Concrete Building or Structure Gravel CITY OF A UBURN STANDARD DETAILS CONSTRUCTION ENTRANCE EROSION-01 SILT CONTROL FENCE EROSION-02 STRAW AND HAYBALE BARRIER EROSION-07 © DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHERWISE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED l BY SAID AGREEMENT OR BY DBM IN WRITING. J 0 G O 0 B N Y a a —S- -S- -SD— SD —W- -W —G— _G_ —P- -P —T- -T —R- -90 —90— )T XX RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY DATE TITLE/POSITION: CONFIRMED BY CITY: DATE PROJECT REF: GRA04-0018 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: — J DATE APPROVED: yW itr 5 7 0 • J J LIJ o of mWw o mom y :2Qm o o o w N Q Z m Y m 0 U 111� Ij w a = a Q U Q z 6� A I B I C I D I E I F I G H J C 0 C F H J CO 9 m 0 a 0 5 7 Cn • 10 CITY OF AUBURN STANDARD DETAILS CONSTRUCTION ENTRANCE EROSION-01 SILT CONTROL FENCE EROSION-02 STRAW AND HAYBALE BARRIER EROSION-07 A B C0 VALLEY SIX DRIVE-IN W 1 /2, SEC. 31, T22N, RSE, W.M. 1 _ I C DBM CONSULTING ENGINEERS, 2004 THIS DOCUMENT AND THE ►AAFORMATION CONTAINED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS ARE RETAINED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIIZED TO COPY AND OTHERWISE USE THIS WORMATION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO ANY NON —GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY UCEPT AS EXPRESSLY AUTHORIZED OY SAID AGREEMENT OR BY OW IN WRITING. E BUT & FILL WETLAND C CUT= 140CY FILL =760CY TOTAL FILL=620CY NOTE NO COMPENSATORY STORAGE REQUIRED. FLOOD PLANE HAS NO CONNECTIVITY WITH LARGE BODY OF WATER G H GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet Legend (Note: All PtemS may not appear on drawing) Proposed Sanitary Sewer Manhole Existing Sanitary Sewer Manhole Proposed Storm drain Manhole 0 Existing Storm Drain Manhole Proposed Cleanout • Existing Cleanout Proposed Water Meter ■ Existing Water Meter Proposed Water Valve n Existing Water Valve w Proposed Fire Hydrant lIr Existing Fire Hydrant Yl Proposed Catch Basin (type 1) Q Existing Catch. Basin (type 1) Proposed Yard Drain Existing Yard Drain 01 Proposed Catch Basin (type 11) Existing Catch Basin (type 11) Power Pole Power Pole w/guy Light Pole Proposed Boundary Line Existing Property Line Proposed Sanitary Sewer Line _S_ Existing Sanitary Sewer Line —S— Proposed Storm Drain Line —SD— Existing Storm Drain Line —SD— Proposed Waterline _W_ Existing Waterline _W_ Proposed Gas Line —G— Existing Gas Lire —G— Proposed Power Line —P— Existing Power Line —P— Proposed Telephone Line —T— Existing Telephone Line —T— Grading Ridge Line —R— Finish Contour —90— Exist. Contour —90— Stream or Ditch Flowline - ---0 Fence —N-- Filter Fabric Fence (Sift Fence) --o— Clearing Limits Monument Reber do Cap p Section Corner I Existing Asphalt Proposed Asphalt Concrete Building or Structure Gravel rI� 1. ON -SITE WETLANDS SHOWN ON PLANS ARE IN ACCORDANCE WITH TH£ WETLAND DELINEATION REPORT DATED JULY 17, 7998, PREPARED BY DA VID EVANS & ASSOC. 2. EXACT LOCATION OF WETLAND AND CLEARING LIMITS TO BE SURVEYED AND FLAGGED PRIOR TO CONSTRUCTION AND MAY VARY RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY DATE TITLE/POSITION: CONFIRMED BY CITY: DATE PROJECT REF: GRA04-0018 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS CP gzs/os APPROVED BY. DATE APPROVED: 7j1`{l 2 3 n KM 5 7 0 10 1 X z : �r.46 lil F- 600 M Q ARNO W Z 0 0< 0 (,) _j OLLJ 7;j < 00 Nd r fY O N 10 3 O ZZ z04 Q v x n ti Uj O ¢ N 0­4 L44r, Go UJI M 6 w a o U 0 Z w J K 12 13 14 15 0 17 • 19 110 0 0 0 73 GRAP�i`IC SCALE 0 10 20 40 Vertical Scale 1 inch = 2 feet Horizontol Scale 1 inch = 20 feet ® DBM CONSULTING ENG4NEERS, 2004 THIS DOCUMENT AND THE WOR MATION CONTAPOED HEREIN IS PROPRIETARY TO DBM. ALL COPYRIGHTS ARE RETMNED. GOVERNMENT JURISDICTIONS ARE HEREBY AUTHORIZED TO COPY AND OTHCRVASE USE THIS INFORMATION FOR THEIR BENEFIT. RELEASE OF THIS INFORMATION TO ANY NON -GOVERNMENT PERSONNEL IS NOT AUTHORIZED. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY DOM IN WRITING. VALLE Y SIX DRIVE-IN W 1 /2, SEC. 31, T22-) R5E, W.M. 50 40 - - 0+00 1 +00 2+00 3+00 50 40 ' 0+00 SECTION C-C 1 +00 SECTION D-D E F - 2+00 G 50 40 H M 40 J FN Legend (Note: All fterne may not appear on drawing) Proposed Sanitary Sewer Manhole Existing Sanitary Sewer Manhole G Proposed Storm Drain Mkmhole 0 Existing Storm Drain Manhole 0 Proposed Cleanout • Existing Cleanout Proposed Water Meter ■ Existing Water -Meter Proposed Water Valve N Existing Water Valve ►� Proposed Fire Hydrant Existing Fire Hydrant V Proposed Catch 8"n (type 1) 93 Existing Catch Basin (type 1) p Proposed Yard Drain ■ Existing Yard Drain ■ Proposed Catch Basin (type 11) Existing Catch Basin (type 11) Power Pole Power Pole w/guy CUJ Light Pole Proposed Boundary Line Existing Property Line Proposed Sanitary Sewer Line —S— Existing Sanitary Sewer Line —S— Proposed Storm Drain Line —SD— Existing Storm Drain Line —SD— Proposed Waterline _W_ Existing Waterline _W_ Proposed Gas Line —G— Existing Gas Line —G— Proposed Power Line —P— Existing Power Line --�— Proposed Telephone Line —T— Existing Telephone Line —T— Grading Ridge Line —R— Finish Contour —90— Exist. Contour„ —90— Stream or Ditch Flowline �--~— Fence -K N Filter Fabric Fence (Silt Fence) -o—L Clearing Limits Monument Rebar & Cap QQ Section Corm Existing Asphalt Proposed Asphalt Concrete Building or Structure Gravel w� o a F a d W, 9 7 1. ON —SITE WETLANDS SHOWN ON PLANS ARE IN ACCORDANCE WITH THE WETLAND DELINEATION REPORT DATED JUL Y 17, 1998, PREPARED BY DA VID EVANS & ASSOC. 2. EXACT LOCATION OF WETLAND AND CLEARING 8 LIMITS TO BE SURVEYED AND FLAGGED PRIOR TO CONSTRUCTION AND "AY VARY RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY DATE TITLE/POSITION: CONFIRMED BY CITY: DATE PROJECT REF: GRA04-0018 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN' ENGINEERING DIVISION REQUIREMENTS ° �,p Z/Z3f6s APPROVED BY: / DATE APPROVED: K le I u I0 !j110 04 m M N l ... I W 1.- Ld Goo 004 �- s io w NORTH 0 5 10 20 30 i 1■ = 7cr ( } � I I i► .1 ROBERTSON PROPERTIES - AUBURN GATEWAY SITE SEC. 317 TWP. 22N., RGE 5 E., W.M. WETLAND BUFFER RESTORATION PLAN P40TE CLEARING LIMITS TO BE BE CLEARLY MARKED WITH ORANGE FLAGGING TO PROTECT EXISTING VEGETATION. NOTE SIGNIFICANT TREES TO BE SAVED WILL BE MARKED IN THE FIELD BY THE CONSULTING BIOL.IGIST PRIOR TO ANY GRADING ACTIVITES. THE TREES WILL BE MARK WITH ORANGE FLAGGING. THE CONTRACTOR AND CONSULTING BIOLOGIST WILL MEET ON -SITE PRIOR TO THE START OF GRADING TO VERIFY WHICH TREES ARE TO REMAIN AND DISCUSS PROCEDURES C/nm IKIr-) AD=AC- 5 2/17/05 LRE CITY OF AUBURN COMMENTS (2/16 5) 4 1 /4/Q4 LRE CITY OF AUBURN MMENTS (12110/04 3 12/2/04 LRE STEIN PROPERTY EASEMENT AREA 2 9/24/04 LRE CITY OF AUBURN COMMENTS (8l6m) J z kn w 4-4 N tQ 00 tQ a 0 M cn �00 o zcts 3 v w o ° rlo ° o • N �p M -- H M • Vt L 2 0� co w v N o z w� a _ )0- F- a L L' 0u L ILL Z zJ08 o m z W m OR w= a mZ 0 z N 0 W } m } m C-) z N U } m z y U m o W; W O o w > a (1, W W TLl R+ w V- ® w lI 0 _f t- N '• %Sits 111111111111111liq L 4 04 11 ICTA d A % qrs'�ii i Atl k 0 O 10 20 4O r'o0dft SEC. 31, TWP. 22N., RGE 5 E, W.M. WETLAND BUFFER RESTORATION PLAN i GRA5S NAME PORTION BY W T. °b PURIT' °b GERMINATION REDTOP 5EN70RA5-5 10910 9200 9090 ANNUAL RYEGRASS 40 0 9840 90% CHEWI N05 FESCUE 40% 97% J046 WHITE DUTCH CLOVER 10 0 90°6 9046 GRASS SEED TO BE APPLIED ,AS SPECIFIED IN THE GRADING PLAIN (Z)BM CONSULTING ENGINEERS) " 5EE1) ALL AREA5 DI5TURBEO BY CLEARING AND GRADING AC71VI7IES PLANT SCHEDULE 5Y" 50L COMMON NA" IE �GIENTIFIG NAI" IE QTY. ��IZE BIG-L.EAF MAPLE AGER MACROPHYLLU" 21 4-0 ft o CASCARA RH- MNUS PRUSHLANA 20 4-0 FT RED ALDER ALNUS RJB;;ZA 2= 0 0 - - WESTERN HEML.OGK TSUGA HETEROPHYLLA 1G 4-0 / \+lur \\\N _ - DOUGL..AS FIR P5EUDOT3JGA MENZE511 24 4-0 FT gg S.ALMONBERRY RUEUS SPECTA6iLJS 49 1 G,AL NR NOOTKA ROSE R05A NUT<A A 48 1 GAL SN SNOWBERRY 5YMPH0RIGARPOSA."BJS 51, OS OGEAN5PRAY HOLODISC'JS Dim-GOLOR05 IP INDIAN PLUM OEMLERIA GERASIFORM!S r05 1 GAL PLANTING AND STAKING DETAIL �'.�" I.1EML.,. K.;FR 5Ta1:E ORfvEN 'r0 REFUSAL f.2a'j SEGi.Ft� TO TREE T% S;-P4, t5S 0- NUR.9ER+ r-tANS TAPE. STAtiE rc BE PL-,--M P,4ZAL.FL TO PREVAILINOVMND o� c d o I 2"t2" HEMLOCY,Fr- OT-+:E GRN•€N G TO REFUSAL (}241 SECURE TO TRW `a VVITH TW'O 5"1ZANDS OF NURGERYM'4NJEv P \ 4 zz PE.�� PL---W TOW v REMOVE SURLAP PROM a "CP i 3 OF P.00TSA,,;. _ < z: SCARIF\` SOIL I.NrFRF=aCE MINIMUM W'IDII-I SUPPLEMENT 5011_ MNR'^UI^ \VICYTH MINIMUM \\'CT'H T'\\•ICE ROOTS ALL Tw•!CE .Rw^OTS.AL L "Jk E ROOT&ALL NOTE :L FARING AND GRADING REaTORATION AREA: 10,284 SF 2" MUL H MINIMUM 0 TLC DETAILS REGARDING FILTER FENCE LOCATION, INSTALLATION AND SPECIFICATIONS ARE LOCATED ON GRADING PLANS PREPARED BY THE PROJECT CIVIL ENGINEER. WETLAND SIGN DETAIL ATTACH SIGN TO P05T WITH TW'O 5116 GALVANIZED LAG BOLTS W9TH \\:ASHERS WETLAND.-STREAJ"1. SIGN INSTALLATION NAIL THE WETLAND SIGN SHAI I BE POSTED AT THE BOUNDARY 6V\),'EEN THE SENSITNE AREA BUFFER, SETSAV--K.AREA OR SETBAGK TRACT .AND THE BUILCANG SETB.aCIC ,AREA ONE SIGN SHALL BE POSTED PER LOT FOR EVERY 150-FAR , CF SeleTNt Aft -A BUFFER .AND SHALL BE STATIONED IN .A PROMINENT LOCATION, I.E: AT THE CLOSEST POINT TO THE PROPOSED DEVELOPMENT, SIGNS M.AY ALSO BE ATTACHED TO FENCES. 5' TO GRADE PL45TIc SIGN B' - ANA CEDAR OR PRESSURE TREATED POST aT3' INTO HOLE SET \X17 H CCNGRETE BELOW'' GRADE > ;[city of Auburn Planning Department Approval S g n toe 5 2/17/05 LRE CITY OF AUBURN COMMENTS (D16/05) 4 1/4104 LRE CITY CF ',JBURN COMME:iTs.,lv1Ora4 3 12/2/04 LRE STEIN PROPERTY EASEMENT AREA L `' 9/24/04 LRE CITY OF AUBURN COMMENTS (8/6/04) r�• V z 40 M 4r1 N 00 00 rw Vj M N `r' z w w z o 0 00 N U) M kn M s Z O L ® d. N M in 00 o W 0 w M co ® o �- : 9 Z aQ O F- w d ULLJ (n W -j 0 a LIJ LL L J LL io Z * in ® z z 0 `j w I.LI LLj m W z m N - 6 0 U � o Q m O V! Z O 0) Q W -' a w 0 LU J 0 W J = U� q <i fl !_3__i w a' ' Lo 0 v . * . i . . 191!jJ -a i 10101 ■_. O 10 20 4O ra0 SCALE: In = 20' SEC. 31, TWA'. 22N., RGE 5 E., W.M. s OH±,x, NAME PORTION BY WT. % PURITY 96 GERMINAT ICN IREDTOP SENTGRASS 10°0 9296 90% ANNUAL RYE475RA55 4096 98 % 90% CHEWIN05 FESCUE 40% 9796 905VO WH TIE DUTCH CLOVER 10% 3096 90% ' GRASS SEED TO BE APPLIED A5 SPECIF ED IN THE GRADING PLAN (D15" CONSULTING ENGINEERS') ' SEED ALL CLEARING AND GRADING AREAS INCLUDING THE COMPENSITORY STORAGE I=AGILITY PLANT SCHEDULE rYMBOL GOMI" lON NAME SCIENTIFIC NAME QTY. SIZE BIG -LEAF MAPLE ACER MAGROPHY!_L1JM roO 4-6 fr } CASCARA RHA'" INUS PRU5HANA 60 4-0 FT ® o RED ALDER ALNUS RUBRA 450 4-0 a„- . WESTERN HEMLOCK; TSUO.A HETEROPHYLLA 00 4-05 FT - -� GOJGLAS FIR PSEUDOTSUGA t" IENZIESII 001 4_G ;=T NOTE CLEARING LIMITS \0 AND STAKING EVE; GRACING ACTIVITIE' Sg S.ALMCNEE2RY RUBJS SPECTABIL15 200 1 G,aL - R NOOTICA RO5E ROSA NJTKANA 200 1 DAL S1V SNOWBERRY SYMPHORIG,ARPOS AL BUS 200, 1 DAL \") 0CEAN5PR.aY HOLODISCUS DISGOi-OR 200 1 G:AL IP INDIAN PLUM OEMLERAGERASIFORt115 200 1 DAL PLAN I I NG AND STAKING L 2'4X HEMLOCk Pit STN�.E DRNEN TO REFUE Au (%24') SECURE TO TREE Q p d WITHRAJDS H T%IX STC= NURSERYM NNE, TAPc., STALE TO Be PL *CED PARN.LEL ®` "fC PREV.AI.ING \XINO :I:%FR2 6T.V.E TO FUS-\ TO REFUSAL To THE OF RETC ® % R-'N" S 9Y,- \\7. H T\\. 5TF'c-WJ5 OF NiRf..,ER`r'r°I.=1N5 P -. TAPE. 5T �E TO BE P,K€D YC\\aR.DS \ 4'!ND A. �. n _ REMBUR'�APFR.Cf.. TOP 13 OF RCCTBAi Vl'11 (VOTE CLEARING AND ORADINO RESTORATION AREA: 30,202 3F 2P1UL--1 DETAILS REOARDING FILTER FENCE LOCATION, INSTALLATION AND SPECIFICATION a ARE LOCATED ON GRADING PLAN3 PREPARED BY THE PROJECT CIVIL ENGINEER. WETLAND SIGN DETAIL ATT.a,:.H SIGN TO POST WITH TWO 511ro 3AL\:AP42XD LAG BOLTS WITH WASHERS WETLAND/STRE,AM SIGN INSTALLATION DETAIL THE WETLAND SIGN SHALL BE POSTED AT THE BOUNDARY BETWEEN THE SENISMVE AREA BUFFER. SETBACK .AREA OR 5E"-BACK TRACT AND THE BUILDING SE -BACK AREA ONE SIGN 91M4LL 6E ::109TED PER LOT FOR EVERY i!�C-FEET OP *&s&11VE.AREA SUFFE-R AND SHALL DE STATIONED IN .A PROMINENT LOCATION, I.E.: AT THE CLOSEST POINT TO THE POSED DEVELOPMENT. SGNS M A f . BE ATTACHED TO FENCES. 5' TO GRADE PLASTIC SIGN 8' - 4\4 CEDAR OR PRESSURE TREATED POST S73' INTO HOLE SET WITH CONCRETE BELOW GRADE PROPERTY LINE City of Auburn Planning Department Approval I ZA3 aS 5 2117/05 LRE CITY OF AUBURN N COMMENTS (2/16105) 4 1/4/04 LRE CITY OF AUBURN COMMENTS(12/101041 3 12/2/04 LRE STEIN PROPERTY EASEMENT AREA 2 9/24/04 LRE CITY OF AUBURN COMMENTS (816/04) t.� z w M N �.� w 00 00 0 + en N enU 00 Arc= L wo� z• vQ p00 N 00 N �1 • M Z Q • en M 0) z O 0� N c') IXd W M_ N z o CD M 0 OC3 O O Q ® 0 tJ. wno d U -' IW 0z 0 O J LL LL c Z m LU O ®z CLi O 4 --� M W O wQ' Z O N r ® F- f\ W o W �= 0 z y 0 W m LU i P®. W Ll LU J QW0 lY C) W J -1 U Q W LO w U l i T ( � 1 1 T " (J) OSD 1$4'9 nJ is 41 st*A But'tc/ '�R•clMGn/ ' oiTotc �` (�sof p1rS�stlYl�nt Flab •/n 1/^ � Si X %t'tcri ci S J+1... 'f Al c �( h rrea,a fo r J. S. Joan/ wn 1.0 Executive Summary 1.1 Project Description: The applicant proposes to clear, grade and fill the n wetland buffers existing wetland buffer. Following grading activities t e etla d will be planted with native vegetation. Wetland buffers will be tilled up to the approved wetland boundaries. Existing significant trees north of Wetland B will remain in the wetland buffer. Grading will be completed without disturbance of existing significant trees. The Consulting Biologist will flag the existing trees to remain as shown on Page 2 of 5. 1.2 Wetland Impacts: No imacts to the existing wetlands are proposed. Clearing and grading activities will occur outside of the approved wetland boundaries. Construction limits will be defined in accordance with the approved wetland delineation as established by David Evans and Associates. January 17, 1998. The clearing limits will be staked prior to any construction activities. The wetland boundaries will be fenced with filter fencing as shown in the grading plans prepared by the project civil engineer. wetland utfer will be cleared, 1.3 Buffer r• Impacts: ts: 4O 546 square feet of b � e . u e p� c q graded and filled. The buffer area will be revegetated with plant material native to the Pacific Northwest. Site development activities will be conducted to minimize the clearing of native vegetation and protect remaining on -site vegetation from damage during construction. 1.4 Mitigation Approach: The mitigation approach is to restore the wetland n' with millun 1 invasive vegetation. buffers and create a native plant community t a as g The natural wetland system has been degraded by clearing, grading, filling, n 1- operation ofthe unauthorized dumping activities and the daily ape atr t e Valley 6 Theaters. The restoration areas will be planted with native plant species. Native plant i prevent species will increase plant diversity, wildlife habitat and p ece t the establishment of invasive species. 2.0 Project Location The property is located southeast of South 277th and Auburn Way_ North. in Auburn. Washington. 3.0 Responsible Parties Applicant Robertson Properties Group Attn: Michael Dee 120 North Robertson Boulevard Los Angeles, California 90048-3102 (310)855-8324 Civil Engineer DBM Consulting Engineers Attn: Dana Mower 502 16th Street NE, Suite 312 Auburn. on 98002 t Was hington (253)887-0924 Environmental Consultant Jeffery S. Jones Cerit4ied Professional Wetland Scientist J. S. Jones and Associates, Inc 3408 52nd Place NE Tacoma. Washington 98422 (253)942-7131 4.0 Standards All work and materials shall conform to Cite of Auburn standards and specifications, and to the specifications and details shown on these plans. 5.0 City of Auburn Contact Certain actions within this restoration plan require inspection r approval by City of Auburn staff. Requests for inspection/approval shall be coordinated through Jeff :Dixon, Associate Platmer, (253) 931-3090. 6.0 Contractor Information t When it is available. contact information shall be provided to City or Auburn n t r f erson /firms that will be l names. addresses and hone ► uul be s o s that includes a es, p p p > responsible for grading the restoration area, installing required star � q ed plants. and performing required maintenance and monitoring. 7.0 Contractor's Qualifications mitigation Contractor/Landscape Installer must be experienced m and restoration work. The Permittee shall provide that there is one person on the site �r h type 't work n installationwho is tll rot ltl fa1t1t11ar with the at tines during w or and� thoroughly a t g .p of materials being installed and the best methods for their installation, and who shall direct all work being performed under these specifications. This person shall be experienced in installing native plant materials for hvetland restoration projects, unless otherwise allowed by the Landscape Designer, Wetland Biologist and/or City of Auburn staff. 8.0 Site Conditions The Permittee. Landscape Designer and/or Wetland Biologist shall immediately notify City of Auburn staff of any discrepancies between these plans and the site conditions. The locations of plants shown may be modified in the field by the Landscape Designer, Wetland Biologist and/or City of Auburn staff based on field conditions at the time of planting. Changes should be documented and as -built drawings submitted to City of Auburn upon request for formal construction approval. 9.0 Plants 9.1 Origin: Plant materials shall be Northwest naive plants, nurser grown in the Puget Sound region of Washington. Dug plants may only be used upon approval of City of Auburn staff. 9.2 Handling: Plants shall be handled so as to avoid all damage. including breaking, bruising. root damage, sunburn_. drying, freezing or other iltjun. Plants must be covered during transport. Plants shall not be bound with wire or rope in a manner that could damage branches. Protect plant roots with shade and wet soil in the time period between delivery and installation. Do not lift container stock by tanks, sterns, or tops. Do not remove from containers until ready to plant. Water all plants as necessary to keep moisture levels appropriate to the species horticultural requirements. Plants shall not be allowed to dry out. SEC. 31, TWP. 22N., RGE 5 E., W.M. ,� . i • • l • All plants shall be watered thoroughly immediately upon installation. Soak all Il r containerized plants thoroughly prior to installation. Bare root plants are subject to the following special requirements, and shall not be used unless planted between November 1 and March 1, and only with the permission of the ff root plants must have Landscape Designer and City of Auburn staff. oo p a is enough fibrous root to insure plant survival. Roots must be covered at all times with mud and/or wet straw. moss, or other suitable packing material until tune of installation. Plants whose roots have dried out from exposure will not be accepted at installation inspection. 9.3 Storage: Plants stored by the Permittee for longer than one month prior to planting shall be planted in nursery rows_ and treated in a manner suitable to that must be reinspected ny species horticultural requirements. Plants n b. the Wetland Biologist and/or Landscape Designer prior to installation. 9.4 Damaged Plants: Damaged, dried out, or otherwise mishandled plants will be rejected at installation inspection. All rejected plants shall be ulunedlately removed from the site. 9.5 Plant Names: Plant names shall comply with those generally accepted in the native plant nursery trade. Any questions regarding plant species or variety r shall be referred to the Landscape Designer, Wetland Biologist o Citv _ of Auburn staff (contact: Jeff Dixon, (253) 931-3090). All plant materials shall be true to species and varietyand legibly tagged. 9.6 Plant Substitutions: Plant substitutions are not permitted without the ' r r f Auburn Welland Biologist and/o City o u permission of the Landscape Designer. et� staff. Same species substitutions of larger size do not require special permission. However, small plants often experience less transplant shock and adapt more quickly to site conditions, resulting in a higher success rate. As such, smaller plants will be approved as substitutions based oil certain site -specific conditions. 9.7 Quality and Condition: Plants shall be normal in pattern of growth. healthy, well -branched, vigorous. with well -developed root systems, and free of pests and diseases. Damaged, diseased. pest -infested. scraped. bruised, dried -out burned. broken, or defective plants will be rejected. Plants with pruning wounds over '1" in diameter will be rejected. 9.8 Roots: All plants shall be balled and burlapped or containerized. Unless explicity authorized by the Landscape Designer and/or Wetland Biologist. Rootbound plants or B&B plants with damaged. cracked or loose footballs (major damage) will be rejected. Immediately before installation, plants with minor root damage (some broken and/or twisted) must be root -pined. Matted or circling roots of containerized plantings must be primed or straightened and the sides of the root ball must be roughened from top to bottom to a depth of approximately half and inch in two to four pla,.es. Bare root plantings of woody material is allowed only with pennnission from tie Landscape Designer, Wetland Biologist. and/or City of Auburn staff. 99 Sizes: Plant sizes shall be the size indicated in the plant schedule. Larger stock may be acceptable provided that it has not been cut back to size specified, and that the root ball is proportionate to the size of the plant. Smaller stock may be acceptable, and under some circumstances perferable. based on site -specific conditions. Measurements, caliper, branching and balling and burlappulg shall conform to the American Standard of Nursery Stock by the American Assoiciation of Nurserymen (latest edition). 9.10 Form: Evergreen trees, if used, shall have single trunks and symmetrical.. tivell-developed form. Deciduous trees shall be single tru ked unless specified as multi -stem in the plant schedule. Shrubs shall have multiple steins, alld be well -branched. 9.11 Planting: Planting shall be done in accordance with illustrated details ill the restoration plan set and accepted industry standards. 9.12 Timing of Planting: Unless otherwise approved by City of Auburn staff, all planting shall be within the first four months following grading. Fall planning will occur ur between Ocotober 1 st through November 15. Sprung planting will occur from March 1st through May 15 th. Overall. due earlier p1a111S go into the h i t ground in the fall, the more time they have to adapt to the site and extend e d their root systems before the water demands of spring and summer. Building occupancy or subsequent approvals will not be granted until mitigation construction is completed. 9.13 Weeding: Existing and exotic vegetation in the butter restoration areas will be hand weeded from around all newly installed plants at the time of installation and onroutine basis through monitoring period. No chenalcal control of vegetation on any portion of the site is allowed without the written permission of Cite of Auburn staff. 9.1�1 Soil :Amendments: Unless otherwise specified and approved by City of Auburn, organic matter (Cedar Grove Pure Compost or approved equal) will be incorporated into the constructed wetland areas. not including areas inside tie dripline of existing trees and shrubs. One unit of loose, well -composted organic it depth of eight to incorporatedwi .h v mils of loose so to a de e material should be t two u p g ten inches (only three to four inches within three feet of existing drip lines) and mixed thoroughly. 9.15 Mulch: All landscaped areas denuded of vegetation and soil surface surrounding all planting pit areas shall receive no less than 2"-4" of organic compost or certified weed -free straw- after planting. Compost or certified weed -free straw shall be kept well away (at least 2") from the trunks and stems of woody plants. Compost shall be Cedar Grove Pure Compost or approved uCil.Si't t��r11 lAtit�titCon€la t its l4 lili>I Impm*Ate�-. notify- the Landscape Designer and/or Wetland Biologist of drainage or soil conditions likely to be deterimental to the growth or survival of plants. Planting operations shall not be conducted under the following conditions: freezing weather, when the ground is frozen, excessively wet weather, excessively windy weather, or it excessive heat. 9.17 Plant Locations: Locations shall be as depicted in the approved plan set. The Landscape Designer and/or Wetland Biologist may change the locations of plantings shown on plans based on field conditions. 9.18 Planting in Pits: Planting pits shall be circular or square with vertical sides, and shall be 6" deeper and 12" larger it diameter than die root ball of the plant. Break up the sides of the pit in compacted soils. Set plants upright in pits, as illustrated in planting detail. Burlap shall be removed from the planting pit. Back -fill shall be worked back into holes such that au pockets are removed without adversely compacting down soils. 9.19 Fertilizer: No fertilizers will be used in the rnitiganon or erthancentent areas. 9.20 Water: Plants shall be watered midway through backfullinng, and again Q � plantings s If approved), a run of upon completion of backfilling. For spring p a tm�, ( pp ), n h t earth shall be mounded around the has.. f the o tree or shrub no closer than the drip line. or no less than 30" in diameter, except on steep slopes or in hollows, as illustrated in planting detail. Plants shall be watered a second tune within 24-48 hours after installation. The earthen rim/dam should be leveled prior to the second growing season. 9.21 Stal.rng Most shrubs and many trees do not require any staling. If the plant can stand alone without staking in a moderate wind, do not use a stake. If the plant needs support, then strapping or webbing should be used as low- as w Planting passible on the trunk to loosely brace the tree with two stakes (see Detail). Do not brace the tree tightly or too high on the tank. If the tree is unable to sway, it will further lose the ability to support itself. Do not use wire in a rubber hose for strapping as it exerts too much pressure on the bark. As soon as supporting the plant becomes unnecessary. remove the stakes. All stakes must be removed within two (2) years of ilnstallation. 9.22 Intermediate Inspections: All plants shall be inspected and approved by the Landscape Designer and/or Wetland Biologist prior to installation. will be inspected, as well as all ' n f r of a random sample of plants � Condition 0 oats do p P 1� aboveground growth on all plants. Roots of any bare root plants, if permitted for use, will be inspected. Plant material may be approved at the source, at the discretion of the Landscape Designer and/or Wetland Biologist, but all material must be re -inspected and approved on the site prior to installation. Plant locations shall also be inspected and approved prior to planting. 9.23 Wildlife Control: As deternhiled by the Landscape Designer and/or Wetland Biologist, fencing or deer repellants may be needed to limit deer intrusion urine installed plants are becoming established. 9.24 Sensitive Area Signs Interpretive signs for each wetland shall be installed at 100-foot intervals and maintained as part of the wetland mitigation constriction. These signs shall indicate the restrictions related to the use of mitigation area and provide city contact iformaton. 10.0 Grass Seeding Seeding is required as described in approved plans. 10.1 Timing: Seeding shall not take place until compost has been applied. Contractor shall insure that areas to receive seed are clean of debris and that final grades are correct. Seeding shall be performed after other plant installation is complete. Seeding is the final step of the intial installation, site shall be closed to all vehicles and foot traffic shall be minimized after seeding is complete. Seeding shall not take place when the ground is frozen or un windy weather. Seeds shall be hand broadcast or by mechanical hand powered spreader, with as even distribution as feasiable. Areas within 6"-12" of stems of installed plants shall not be seeded. 10.2 Seed Mix: Use specified native mix at rate specified. All seed materials shall be free of weed seeds or other foreign matter detrimental to plant growth. NOTE: Seed mix should be ordered as early as possible to insure and adequate supply of specified native seed. 10.3 Post Seeding Erosion Control: Scatter 1%2" of certified weed -free straw- on all bare ground after seeding is complete and inspected, for erosion control (see Erosion Control Notes), 11.0 Maintenance Maintenance shall be required in accordance with City of Auburn Guidelines and approved plans. Maintenance shall include weed eating or mowing of grasses in the restoration areas three times per year for the duration of the monitoring. Mulch rings for planted material will be supplemented as necessary during the maintenance ailto nance visits. 11.1 Survival: The Permittee shall be responsible for the health of 100% of all newly installed plants for one gr•oiving season after installation has been accepted by City of Auburn staff (see Performance Standards). A growing season for these purposes is defined as occurring from sprung to spring (March 5 For fall installation often required). the 1 _ to March 15, following year). o fa( growing season will begin the following spring. The Permittee shall replace any plants that are failing, weak, defective in a manner of growth, or dead during this s it v h 1 Designer,Wetland Biologist. growing season, as directed b: the Landscapeg and/or ustaff. C itv of Auburn • 3 ° 11.., installation Timing for Replacement Plants: Replacement plants shall be installed between September 15 and January 15, unless otherwise determined by the Landscape Designer. Wetland Biologist. and/or City of Auburn staff. 11.3 Duration and Extent: In order to achieve performance standards. the Permittee shall have the restoration area maintained for the duration of the monitoring period, 5 years. Maintenance will include watering, weeding around base of installed plants. pruning, replacement. restakiig, removal of all classes of noxious weeds (see Washington State Noxious Weeds List. WAC 16-750-005) as well as Himalayan blackberry, and airy other measures needed to insure plant survival. All maintenance shall be directed by the Landscape _ p Designer and/or Wetland Biologist. 11.4 Standards for Replacement Plants: Replacement plants shall meet the same standards for size and type as those specified for original installation unless otherwise directed by the Landscape Designer_ Wetland Biologist. and/or City of Auburn staff. Replacement plants shall be inspected as described above for the original installation.. 11.5 Replanting: Plants that have settled in their planting pits too deep, too shallow, loose.. or crooked shall bereplantedas directed by the Landscape Designer, Wetland Biologist. and/or Cite of Auburn staff. 11.6 Herbicides/Pesticides: Chemical controls shall not be used in die restoration area. 11.7 Irrigation/Watering: Water shall be provided during the dry season (July I -October 1.5) for the first two years after installation to ensure plant survival and establishment. Water should be provided by a temporary above ground irrigation system and/or water trick. Water should be applied at a rate of V of water two tunes a week for year I and I" of water one tine a week during year 2. 11.8 General: The Permittee shall include in general maintenance activities the removal of debris, replacement of any vandalized or damaged signs, habitat features. fences or other structural component of the restoration site. 12.0 Performance Standards Plant Cover and Survival Plant survival and cover standards are established to measure restoration success as follows: Performance. Standards Year 1 Year 2 Year 3 Year 4 Year 5 -o o -o o ro Shrub and Sapling Tree Cover » /o >lU /o >1� /o >20% >25;0 Shrub and Sapling Tree Survival 100% >85% >80% >80% >800/o Herbaceous Cover* >60% >80% >900/> >90% >90% -% Herbaceous Survival Il 0 , "� " 8_ /o -o . Invasive Cover - Less than 1 5 /o Invasive cover during any year of monitoring *Includes beneficial native plants in that category that are naturally r claitnn g volunteers Hydrology r a , Inundation or saturation to the soil surface for a consecutive number c f dad .sfor at least 12.5% of the growing season, as defined u1 the Washington State Wetlands Identification and Delineation Manual (DOE. 1997). * Hydrology monitoring to be conducted weekly during the months of December through April during each year of monitoring to verify hydrology within the on -site wetland systems. 13.0 Monitoring Monitoring shall be based on two site visits and one report for 5 years in accordance with the approved restoration monitoring plan. = l3 lVegetation llh 1 in s or r rt s willestablished Sa p e po i t o sect be for vegetation monitoring, and photo -points established from which photos will be taken throughout the monitoring period. Linear transects are the preferred method for vegetation monitoring for this site. No less than one (1) 100-foot transect per 10.000 square feet of area will be established it the mitigation/restoration area. Permanent transect location(s) must be identified on mitigation/restoration site plans in the first monitoring report (they may be drawn on approved mitigation/enhancement plans by hand). Plots located at the end of each transect shall detail herb, shrub, and tree aerial cover at radii of Im, 5m, and I Out respectively. using the Braun-Blanquet releve method or other acceptable field method. Monitoring of vegetation transects shall occur annually between May 15 and September 30 (prior to leaf drop), unless otherwise specified. 13.2 Hydrology Monitoring: One shallow well will be installed in each wetland and monitored weekly to determine the depth to the water table. Soil saturation will be determined using tie hand ball test. 13.3 Photopoints: No less than one (1) permanent photo point per 10.000 square feet of mitigation/enhapc,�nnent area will be established within the mitigation/restoration area. Photographs will be taken front these points to visually record the condition of the ►ni i a io/ nhanc ntent area. Photos shall be taken annually between May 15 and September 30 (prior to leaf drop), unless otherwise specified. 13.4 Reports: Manitioring reports shall3 be submitted by December _ 1 of cacti year during the monitoring period. As applicable. nnonitorung reports must include description/data for: i. Site plan and location map p ii. Historic description of project. including date of installation, current year of monitoring, restatement of mitigation restoration goals, and performance standards iii. Plant survival. vigor.. and aerial coverage from every plant community (transect data), and explanation of monitoring methodology in die context of assessing perfornnance standards iv. Site hydrology, including extent of inundation, saturation. depth to groundwater, function of any hydrologic structures. piezometer of staff guage if available, inputs. outlets. etc. v. Slope condition. site stability. any structures or special features vi. Buffer conditions, e.g. surrounding land use. use buy_ humans, wild and domestic creatures vii. Observed wildlife, including amphibians, avians and others viii. Assessment of nuisance/exotic biota and recommendations fax management a ix. it including texture Nlunsell color. rootnt and oxidized rlmzosh eres Soils. . g ., p x. Receipts for off -site disposal of any dumping. weeds, or inasiti e plants xi. Receipts for any structural repair or replacement xii. 4"x6" color photograph taken from pernatnent photo -points as shown on Monitoring/enhancement lan. xiii. Suunmary of maintenance and contingency measures proposed for nest season and comple ted for past season 13.5 Deficiences: Any deficiency discovered during any monitoring or inspection visit must be corrected within 60 days of approval by City of Auburn. 13.5 Contingency Plan: Should any monitoring report reveal the restoration has failed in whole or in part. and should that failure be beyond the scope of routine maintenance, a Contingency Plan will be submitted. The Contingency Plan may range in complexity front a list of plants substituted, to cross -sections of proposed engineered structures. Once approved, it may be installed, and will replace the approved restoration plan. If the failure is substantial, City of Auburn may extend the monitoring period for that restoration. 13.6 Corrective Measures - Hydrology Corrective measure that may be possible following completion of grading if the project is found to be adversely_ affecting wetland hydrology are as follows: redirecting treated stormwater to the wetland areas, direct water from roof drains of adjacent buildings following development, etc. 1-4.0 Bond At the time of permitting, the Permittee must provide a restoration bond or assignment of funds per City of Auburn procedures. The pernittee will provide a cost estimate for all elements of the restoration plan. Note that the approved bond will include required start date for restoration construction. Bonds are eligible for reduction to maintenance status upon successful installation inspection, providing that it also meets performance standards established in the Restoration Plan. City of Auburn Planning Department Approval 2,3 /0s- 055 2%17/05 2J1 7/05 LRE LRECOMMENTS CITY OF AUBURN (2/16105) 4 1 /4/04 LRE CITY OF AUBURN OMMENTS (12/10104) 3 12{2/04 LRE STEIN PROPERTY EASEMENT AREA 2 9/24/04 LRE CITY OF AUBURN COMMENTS (816104) • U Z t�T � rl VL h 4..> rkn kn M N U O r- 00 V!i rn U 00 cn ct Z 4. r n ^ jCon v w 0 Q ono N rl M Z O L ou 00 L0 00 W O o 9) Z WM o 00 F" Q Z 0 O �'- W W W a( w QJ z Q W ft3 LL J LL W Z) � m Z w J D O z Z !� U w m O WO z N - U w Z 0 t =t (y v � Q fl m j m W <" N Z 3 O U WY v 0 w w w w z ;� " O-i Q J U Q , LLJ 'Cl U) W LO v 1 d�L L1 1 Lo 0 OS-I)IS49