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HomeMy WebLinkAboutPlat, Partition APPLICANT 8/6/2014I SCALE : I" a 50" LEGEND wl CA o PROPERTY CORNER 3.f?' pal • CONIFEROUS TREE (SIZE & SPECIES AS NOTED) DECIDUOUS TREE (SIZE AND SPECIES AS NOTED). � pG --- X X FENCE LINE AS NOTED f Mon 4�0 a .—• SAN - - --- EXISTING SANITARY SEWER ,kW GAEEN — STM EXISTING STORM SEWER 7 5 W EXISTING U.G. WATER MAIN a . OHP EXISTING OVERHEAD POWER A PARCEL G EXISTING U.G. GAS MAIN S EXISTING SANITARY SEWER MANHOLE H Q SANITARY SEWER CLEANOUT 21,378 SQ.F . ST EXISTING STORMWATER MANHOLE 0 NATURAL GAS VALVE t` 7 ;t+.,; ® NATURAL GAS RISER Q TELECOMMUNICATIONS ACCESS CABINET 5 BOTTOM RAN Q CATV ACCESS CABINET .. ice._ CURB INLET CATCH BASIN GARDEN 4466 ( WATER METER (b WATER VALVE 9D FIRE HYDRANT LENGTH - 50.W --0 POWER POLE POWER POLE WITH STREET LIGHT CONCRETE SURFACE LTD TRANSIT STOP STORMWATER MANAGEMENT PLAN FOR RON CORNELIUS NW 1/4 SBC. 26 T 17 S, R 3 w W. M. ASSESSOR'S MAP NO. 17.03 -26 -21 TL. NQ. 3300 SPRINGFIELD, LANE COUNTY, OREGON AUGUST 5, 2014 P. mi P. ROLE X58030 ° ° � �74Q2t G--- HAYDEN BRIDGE WAY pt 40 161w 21' ft D- 03-26 -21 TL k 34((3 17- 03-26 -2 TL No. 3504 2 S �Vv 17-03 -26-21 TL k 3200 17- *26-2I TL No. 3W Q ` P•2 17-03 -2601 TL No. 3002 A P -3 cb A s o� 17 -03 -26-3 TL No. 3507 5 PARCEL 2 2DX8 SQFT. 70' P.U.E. E)GSTW I24 2 17-03 -26-21 TL No. 3402 2722 S.F. 6 BOARD A.C. MAT PAVW C0NSTRUCTION NOTES Q CONSTRUCT 3.0' x 50.0' RAIN GARDEN Q RESEED ALL CUT SLOPES WITH NATIVE GRASS SEED MIXTURE INSTALL 2.0' WIDE FLOW DIFFUSER AND SPLASH PAD - 64 MINUS ROUND RIVER ROCK OVER NON -WOVEN GEOTEXTILE FABRIC LAYER. .(GEOTEX 451 OR APPROVED EQUAL) ❑7 SEED BOTTOM OF RAIN GARDEN WITH HOBBS 4 HOPKINS PROTIME 502 RIPARIAN ZONE SEED MIXTURE. TILL BOTTOM OF RAIN GARDEN. RAKE TILLED AREA TO REMOVE LARGE CLODS AND IRREGULARITIES IN GRADE. SETTLE AND COMPACT BOTTOM OF RAIN GARDEN WITH WATER FILLED ROLLER. APPLY SEED IN ACCORDANCE WITH MANUFACTURERS APPLICATION RATES. COVER SEED BED WITH GRASS STRAW MULCH APPROXIMATELY I/W IN DEPTH. IRRIGATE AS NEEDED UNTIL GRASSES ARE ESTABLISHED. RAIN GARDEN SIZED BASED ON THE CITY OF EUGENE SIMPLIFIED FARM SIZING FACTOR 0.05 X IMPERVIOUS SURFACE AREA (2722 S. X .05.136 S.F.) DESIGN RAIN GARDEN AREA 150 S.F. EXE' tE Dwwgw M. 2014 POAGE ENGINEERING & SURVEYING, INC. P.O. BOX 2527 " EUGENE, OREGON 97402 • (541) 485 -45051 JOB No. 4307, DWN. BY JA© \4307COI.GXD, DATE. 08!2014 DETAIL Scale V=30" STORMWATER MANAGEMENT OVERVIEW THIS STORMWATER MANAGEMENT PLAN IS BEING PREPARED TO ADDRESS A CONDITION OF APPROVAL OF A TENTATIVE PARTITION APPLICATION REVIEWED AND APPROVED BY THE CITY OF SPRINGFIELD PLANNING DEPT. AS CASE NO. TYP214= 00003. AS A CONDITION OF APPROVAL OF THE PROPOSED PARTITION THE APPLICANT WAS REQUIRED TO CONSTRUCT AN EMERGENCY VEHICLE TURNAROUND AT THE TERMINUS OF LARA LEE STREET. THE DESIGNED TURNAROUND AREA CONTAINS APPROXIMATELY 2722 SQ. FT. OF IMPERVIOUS SURFACE. AN `INFILTRATION RAIN GARDEN WAS SELECTED AS THE FACILITY FOR THE TREATMENT AND ULTIMATE DESTINATION OF THE STORMWATER RUNOFF GENERATED BY THE' PROPOSED ' NEW IMPERVIOUS SURFACE; USING A SIZING FACTOR OF .05 SQ. IN. OF TREATMENT AREA FOR EVERY ONE SQUARE FOOT IMPERVIOUS SURFACE RESULTS IN A TREATMENT FACILITY WITH A SURFACE AREA OF 13&' SQ. FT. THE OWNER HAS CHOSEN TO CONSTRUCT A RAIN GARDEN 150 SQ. FT. IN AREA. THE FACILITY HAS BEEN DESIGNED TO ACCOMMODATE STORMWATER RUNOFF FROM THE EMERGENCY VEHICLE TURNAROUND AREA ONLY. STORMWATER RUNOFF FROM ROOF DRAINS FOR FUTURE BUILDING IMPROVEMENTS ON THE SITE WILL BE DIRECTED TO ON SITE DRYWELLS TO BE DESIGNED AND CONSTRUCTED IN'. ASSOCIATION WITH BUILDING PERMIT PROCESS; ' THE PROPOSED RAIN GARDEN HAS BEEN SIZED TO ACCOMMODATE' RUNOFF GENERATED BY THE DESIGN STORM EVENT WITHIN THE SITE. ANY OVERFLOW WILL BE DIRECTED TO THE PUBLIC STORM SEWER SYSTEM IN LARA LEE STREET. of PRE-SUBMITfAL RECD AUG 62014 20' 's% 3.f?' 3RA 4 � f Mon ,:.,. pow is GAEEN 4494 440 A.C. �--1 7 5 f t . A A PARCEL 447.4 H 21,378 SQ.F . 446.0 t` 7 ;t+.,; i �� `° 5 BOTTOM RAN 5E v .Q .. ice._ GARDEN 4466 LENGTH - 50.W PROPOSED 'TOW A= ® UTM A11 2p' EMERGENCY vmu SECTION A -A 4 TLROM RAIN GARDEN 17- 03 -26-21 HWZ. SCALE r-5` TL No. 3403 VERT. SCALE I'' 7.0' RUE- EXE' tE Dwwgw M. 2014 POAGE ENGINEERING & SURVEYING, INC. P.O. BOX 2527 " EUGENE, OREGON 97402 • (541) 485 -45051 JOB No. 4307, DWN. BY JA© \4307COI.GXD, DATE. 08!2014 DETAIL Scale V=30" STORMWATER MANAGEMENT OVERVIEW THIS STORMWATER MANAGEMENT PLAN IS BEING PREPARED TO ADDRESS A CONDITION OF APPROVAL OF A TENTATIVE PARTITION APPLICATION REVIEWED AND APPROVED BY THE CITY OF SPRINGFIELD PLANNING DEPT. AS CASE NO. TYP214= 00003. AS A CONDITION OF APPROVAL OF THE PROPOSED PARTITION THE APPLICANT WAS REQUIRED TO CONSTRUCT AN EMERGENCY VEHICLE TURNAROUND AT THE TERMINUS OF LARA LEE STREET. THE DESIGNED TURNAROUND AREA CONTAINS APPROXIMATELY 2722 SQ. FT. OF IMPERVIOUS SURFACE. AN `INFILTRATION RAIN GARDEN WAS SELECTED AS THE FACILITY FOR THE TREATMENT AND ULTIMATE DESTINATION OF THE STORMWATER RUNOFF GENERATED BY THE' PROPOSED ' NEW IMPERVIOUS SURFACE; USING A SIZING FACTOR OF .05 SQ. IN. OF TREATMENT AREA FOR EVERY ONE SQUARE FOOT IMPERVIOUS SURFACE RESULTS IN A TREATMENT FACILITY WITH A SURFACE AREA OF 13&' SQ. FT. THE OWNER HAS CHOSEN TO CONSTRUCT A RAIN GARDEN 150 SQ. FT. IN AREA. THE FACILITY HAS BEEN DESIGNED TO ACCOMMODATE STORMWATER RUNOFF FROM THE EMERGENCY VEHICLE TURNAROUND AREA ONLY. STORMWATER RUNOFF FROM ROOF DRAINS FOR FUTURE BUILDING IMPROVEMENTS ON THE SITE WILL BE DIRECTED TO ON SITE DRYWELLS TO BE DESIGNED AND CONSTRUCTED IN'. ASSOCIATION WITH BUILDING PERMIT PROCESS; ' THE PROPOSED RAIN GARDEN HAS BEEN SIZED TO ACCOMMODATE' RUNOFF GENERATED BY THE DESIGN STORM EVENT WITHIN THE SITE. ANY OVERFLOW WILL BE DIRECTED TO THE PUBLIC STORM SEWER SYSTEM IN LARA LEE STREET. of PRE-SUBMITfAL RECD AUG 62014 PLOTTER: HP DESIGN JET 6500 INK; HP *5I640A INK FILM; 'PIXELLE' RIJB24-36 PRE-SUBMITTAL RECD G 201 LAND PARTITION PLAT N0. FOR RON CORNELIUS NW 1/4 SEC, 26 T 17 S, R 3 W W. W. SPRINGFIELD, LANE COUNTY, OREGON JULY 28, 2014 SURVEYOR'S CERTIFICATE 1, ,JONATHAN A. OAKES, A REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE HEREON DESCRIBED PLAT, THAT THE INITIAL POINT IS 518' REBAR WITH A YELLOW PLASTIC CAP STAMPED 'PAOGE ENG. & SURV. INC.' SET FLUSH WITH THE SURFACE OF THE GROUND AND, IS LOCATED AS DESCRIBED AND SHOWN HEREON AND I HAVE ACCURATELY DESCRIBED THE TRACT OF LAND UPON WHICH THIS PLAT IS LAID OUT ON AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH MARGIN OF HAYDEN BRIDGE WAY, SAID POINT BEING 40.00 FEET FROM WHEN MEASURED AT RIGHT ANGLES TO THE CENTERLINE OF HAYDEN BRIDGE WAY, SAID POINT ALSO BEING SOUTH 89 °49'000 EAST 112.13 FEET FROM THE NORTHEAST CORNER OF LOT 1, BLOCK 2 OF LEE VILLA AS PLATTED AND RECORDED BOOK 57, PAGE 9 OF THE LANE COUNTY OREGON PLAT RECORDS; THENCE ALONG` THE SOUTH MARGIN OF HAYDEN BRIDGE WAY NORTH 89 °49'00` WEST 112.13 FEET TO THE NORTHEAST CORNER OF SAID LOT 1, BLOCK 2 OF LEE VILLA; THENCE LEAVING SAID SOUTH MARGIN AND RUNNING ALONG THE EAST BOUNDARY OF SAID PLAT OF LEE VILLA SOUTH 00 013'00. WEST 370.55 FEET TO THE SOUTHEAST CORNER OF LOT 4, BLOCK I OF SAID PLAT OF LEE VILLA, SAID POINT ALSO BEING ON THE NORTH BOUNDARY OF PARNELL - VENTURA AS PLATTED AND RECORDED IN BOOK 36, PAGE 6 OF THE LANE COUNTY OREGON PLAT RECORDS; THENCE LEAVING SAID EAST BOUNDARY AND RUNNING ALONG THE NORTH BOUNDARY OF SAID PLAT OF PARNELL- VENTURA SOUTH 89 °49`00` EAST TO THE SOUTHWEST CORNER OF PARCEL 2 OF LAND PARTITION PLAT NO. 2005 -PI877 AS PLATTED AND RECORDED APRIL 27, 2005 RECEPTION NO. 2005- 030000 LANE COUNTY OREGON DEEDS AND RECORDS; THENCE LEAVING SAID NORTH BOUNDARY AND RUNNING ALONG THE WESTERLY BOUNDARY OF SAID LAND PARTITION PLAT NO. 2005 -PI877 AND ITS NORTHERLY EXTENSION NORTH 00 007'44' EAST 370.55 FEET TO THE POINT OF BEGINNING, ALL IN LANE COUNTY, OREGON JONATHAN A. OAKES PLS NO. 2105 NARRATIVE THIS SURVEY WAS PREPARED AT THE REQUEST OF THE OWNER TO ESTABLISH THE BOUNDARIES OF THAT CERTAIN PROPERTY DESCRIBED IN A WARRANTY DEED RECORDED JULY 250 2013 RECEPTION NO. 2013- 040467 LANE COUNTY OREGON DEEDS AND RECORDS, AND TO FURTHER 'PARTITION SAID PROPERTY INTO TWO PARCELS AS APPROVED UNDER CITY OF SPRINGFIELD CASE NO. TYP 214- 00003. THE BASIS OF BEARING IS DEFINED BY THE EAST BOUNDARY OF THE PLAT OF LEE VILLA AS PLATTED AND RECORDED IN BOOK 57 PAGE 9 OF THE LANE COUNTY OREGON PLAT RECORDS. THE BASIS OF BEARING` WAS ESTABLISHED BY HOLDING' THE RECORD BEARING PER SAID PLAT OF LEE VILLA MEASURED NORTHERLY FROM THE FOUND 112 INCH IRON ROD MARKING THE `NORTHEAST CORNER OF LOT 4, BLOCK I OF SAID PLAT OF LEE VILLA. THIS LINE WAS CLOSED ONTO THE SOUTH MARGIN OF HAYDEN BRIDGE WAY THROUGH A BEARING- BEARING INTERSECTION USING THE RECORD BEARINGS PER SAID PLAT OF LEE VILLA AS 'MEASURED NORTHERLY FROM THE FOUND INCH IRON ROD MARKING THE NORTHEAST CORNER OF SAID LOT 4, BLOCK I AND EASTERLY FROM THE FOUND 112 INCH IRON ROD MARKING THE NORTHWEST CORNER OF LOT 1, BLOCK 2 OF SAID PLAT OF LEE VILLA. THIS BEARING- BEARING INTERSECTION DEFINES THE NORTHWEST CORNER OF THE SUBJECT PROPERTY. THE SOUTHWEST CORNER OF THE SUBJECT PROPERTY IS DEFINED BY THE SOUTHEAST CORNER OF LOT 4, BLOCK I OF SAID PLAT OF LEE VILLA. THE SOUTHWEST CORNER OF SAID LOT 4, BLOCK I WAS ESTABLISHED AT THE RECORD BEARING AND DISTANCE MEASURED SOUTHERLY FROM THE FOUND ' INCH IRON ROD MARKING THE NORTHEAST CORNER OF SAID LOT" 4, BLOCK 1. THE SOUTHEAST CORNER OF THE SUBJECT PROPERTY IS DEFINED BY THE FOUND 518' IRON ROD WITH A YELLOW PLASTIC CAP STAMPED PLS 655 MARKING THE SOUTHWEST CORNER OF PARCEL 2 OF LAND PARTITION PLAT NO. 2005. -PI877 AS PLATTED AND RECORDED APRIL 27, 2005 RECEPTION NO. 2005 - 030000 LANE COUNTY OREGON DEED RECORDS. THE EAST BOUNDARY WAS ESTABLISHED BY HOLDING THE ALIGNMENT BETWEEN THE FOUND 518, REBAR WITH A YELLOW PLASTIC CAP STAMPED PLS 655 MARKING THE SOUTHWEST CORNER OF PARCEL 2 OF SAID LAND PARTITION PLAT NO. 2005- POI877AND THE FOUND 518' REBAR WITH A YELLOW PLASTIC CAP STAMPED PLS 655 MARKING THE NORTHWEST CORNER OF PARCEL 3 OF SAID LAND PARTITION PLAT NO. 2005- PI877. THIS LINE WAS CLOSED ONTO THE SOUTH MARGIN OF HAYDEN BRIDGE WAY TO DEFINE THE NORTHEAST CORNER OF THE SUBJECT PROPERTY. WITH THE EXTERIOR BOUNDARY $O DEFINED, THE PROPERTY WAS THEN PARTITIONED INTO TWO PARCELS AT THE DIRECTION OF THE OWNER AND IN ACCORDANCE WITH THE PRELIMINARY PLAN. CITY OF SPRINGFIELD CASE NO. TYP214- 00003 ASSESSOR'S MAP No. 17- 03 -26 -24 TL #3300 PLOTTER: HP DESIGN JET 650C INK: HP 051640A INK MEDIA: 'PIXELLE' RIJ924 -36 APPROVALS and ACCEPTANCES: CITY OF SPRINGFIELD PLANNING DIRECTOR DATE CITY OF SPRINGFIELD SURVEYOR DATE LANE COUNTY ASSESSOR DATE REGISTERED PROFESSIONAL LAND SURVEYOR OREGON' JULY 13. 1984 JONATHAN A. OAKES 2105 EXPIRES: DECEMBER 31. 2014 POAGE ENGINEERING It SURVEYING, INC. P.O. BOX 2527 • EUGENE, OREGON 97402 • (541)-485-4505 JOB Nb. 4307 DWN. BY JAO14307PLAT.GXD, DATE: 7.14 RECORDED DATE: __ _________ COUNTY CLERK BY: --------------- DECLARATION KNOW ALL PERSONS, BY THESE PRESENT, THAT RON CORNELIUS IS THE OWNER OF THE HEREON DESCRIBED PROPERTY AND HE DOES CAUSE THE SAME TO BE PARTITIONED AND PLATTED AS 'SHOWN HEREON ACCORDING TO THE PROVISIONS OF THE OREGON REVISED STATUTES, CHAPTER 92 AND HE DOES CREATE A 7.0 FOOT WIDE PUBLIC UTILITY ALONG THE ENTIRE LENGTH OF THE WESTERN BOUNDARY AS SHOWN HEREON AND HE DOES CREATE A 33.0' X 130.0' JOINT ACCESS AND EMERGENCY .VEHICLE ACCESS EASEMENT AND MAINTENANCE AGREEMENT AS SHOWN" HEREON BY A SEPARATE DOCUMENT REFERENCED HEREON. RON CORNELIUS ACKNOWLEDGEMENT STATE OF OREGON } l SS. COUNTY OF LANE ) ON THIS DAY OF , 2014, PERSONALLY APPEARED BEFORE ME, A NOTARY PUBLIC FOR THE STATE OF OREGON., COUNTY OF LANE THE HEREON NAMED RON CORNELIUS, BEING KNOWN TO " ME` OR PROVED TO M'E'ON'f A SATISFACTORY `BASIS TO BE THE - SAME PERSON WHO EXECUTED THE DECLARATION HEREON AND ' ACKNOWLEDGED THE SAME TO BE HIS VOLUNTARY ACT AND DEED. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL NOTARY STAMP, NOTARY PUBLIC FOR OREGON MY COMMISSION EXPIRES: PAGE 2 OF 2 PRE-SUBMITTAL RECD AUG fi 714 r it t