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HomeMy WebLinkAboutPlans Applicant 10/15/2024LASEMENT NOTE: THE 5.00 FOOT WIDE PUBLIC UTILITY EASEMENT RECORDED AUGUST 17, 1979 ON REEL 1016R. RECEPTION N0. 49411, IS BEING REPLACED WITH THE 7.00 FOOT WIDE PUBLIC UTILITY EASEMENT DEDICATED ALONG THE WEST BOUNDARY LINE OF PARCEL 1. U CITY OF SPRINGFIELD CASE NUMBER 811--23-000168-TYP2 LANE COUNTY ASSESSOR'S MAP NO. 17-02-31-24 TAX LOT #11800 N 89011' 00" E 898.74' ( N 89011' E)1,2 (899-31 )1 (898.93')2 REFERENCES ( )1 PACKER SUBDIVISION, BOOK 11, PAGE 25. ( )2 CSF 23225 BY RANDALL FILED AUGUST 3, 1979. ( )3 ROSIE SPRINGS BY DAHRENS RECORDED MARCH 21, 2022, RECEPTION NO. 2022-012903 AND FILED AS CSF 45664. )4 VIA LINDA COURT BY PLANTS FILED APRIL 5, 1979, FILE 73, SLIDE 229. ( )5 STATUTORY WARRANTY DEED RECORDED APRIL 28, 2023, RECEPTION NO. 2023--011407. LAND PARTITION PLAT NO. RECORDED DATE. COUNTY CLERK NORTHEAST CORNER BY= OF BLOCK 1, PACKER SUBDIVISION MONUMENT INFORMATION (:A) -FOUND 2-1/2 INCH LANE COUNTY SURVEYOR'S OFFICE BRASS CAP DATED 1986 MARKING THE SOUTHWEST CORNER OF THE LUCINDA COMEGYS DONATION LAND CLAIM N0. 81. �B -FOUND 5/8 INCH IRON REBAR 1 FOOT DOWN UNDER NEIGHBORING SHED, SET IN REFERENCE 4 FOR THE SOUTHEAST CORNER OF LOT 5. (HELD FOR POSITION) FOUND 5/8 INCH IRON REBAR DOWN 1.5 FEET SET IN REFERENCE 4 FOR THE SOUTHWEST CORNER OF LOT 7, BEARS S 89° 11' 00" W, 0.08' . (HELD FOR LINE) POINT OF BEGINNING �D -FOUND 5/8 INCH IRON REBAR WITH FADES AND DESTROYED YELLOW PLASTIC CAP (INSCRIPTION ILLEGIBLE) ASSUMED SET IN REFERENCE 2 AND HELD AS THE NORTHWEST CORNER OF LOT 1. (HELD FOR POSITION) (-- FOUND 5/8 INCH IRON REBAR WITH YELLOW PLASTIC CAP INSCRIBED "DAHRENS LS 60052" SET IN REFERENCE 3 FOR THE NORTHEAST CORNER OF LOT 3. (HELD FOR POSITION) CD- FOUND 5/8 INCH IRON REBAR WITH YELLOW PLASTIC CAP INSCRIBED "DAHRENS LS 60052" SET IN REFERENCE 3 FOR THE SOUTHWEST CORNER OF LOT 6. (HELD FOR POSITION) 1) BEARINGS AND DISTANCES EQUAL DATA OF RECORD, UNLESS OTHERWISE NOTED. 2) FENCES ARE NOT SHOWN ON NORTH AND SOUTH PROPERTY LINES BECAUSE THEY ARE VERY CLOSE, IF NOT ON THE LINES. 3) NO BUILDING, STRUCTURE, TREE, OR OTHER OBSTRUCTION SHALL BE PLACED OR LOCATED ON OR IN A PUBLIC UTILITY EASEMENT. 4) AS PER SPRINGFIELD FIRE CODE, APPENDIX D, SECTION D 107.1, EXCEPTION 1, BUILDINGS ON PARCELS 2 AND PARCEL 3 MUST BE SPRINKLERED. 30 15 0 30 6imP I SCALE: 1 INCH = 30 FEET REGISTERED PROFESSIONAL LAND SURVEY OREGON JULY 151 2003 KENT BAKER � #59885 RENEWS: 12-31-2025 LEGEND MONUMENTS FOUND: 5/8" IRON REBAR WITH YELLOW PLASTIC CAP * INSCRIBED "DAHRENS LS 60052" UNLESS OTHERWISE NOTED IN MONUMENT INFORMATION MONUMENT SET: 5/8" X 24" IRON o REBAR WITH YELLOW PLASTIC CAP INSCRIBED "ROBERTS SURV. INC." MONUMENT SET: 5/8" X 24" IRON REBAR WITH RED PLASTIC CAP e INSCRIBED "RM ROBERTS SURV. INC." BEARS S 00049' 00"E, 1.00' FROM TRUE CORNER DATA OF RECORD CSF COUNTY SURVEY FILE N0. DENOTES LINE NOT TO SCALE WOOD FENCE REPRESENTS A FOUND MONUMENT �X LISTED UNDER THE MONUMENT INFORMATION A CALCULATED POSITION PUE PUBLIC UTILITY EASEMENT SF SQUARE FEET REPRESENTS AN EASEMENT LISTED 0 UNDER THE EASEMENT INFORMATION NTS NOT TO SCALE EASEMENT INFORMATION 1� EXISTING 7.00 SOOT WIDE PUBLIC STORM DRAINAGE EASEMENT RECORDED OCTOBER 5, 1967 ON REEL 364R, RECEPTION N0. 608. 2 EXISTING 14.00 FOOT WIDE PUBLIC UTILITY EASEMENT RECORDED MARCH 14, 1963 ON REEL 214D, RECEPTION NO. 30499, 3050 AND 3051. 3� 7.00 FOOT WIDE PUBLIC UTILITY EASEMENT DEDICATED HEREON. 4 20.00' WIDE PRIVATE JOINT ACCESS AND UTILITY EASEMENT AND MAINTENANCE AGREEMENT, RECEPTION NO. 2024- 5 VARIABLE WIDTH PRIVATE DRAINAGE EASEMENT AND MAINTENANCE AGREEMENT, RECEPTION NO. 2024--- PAR TlTION PL A T PLOTTER -- EPSON SURECOLOR T5270 INK CARTRIDGE -- EPSON T6925 PAPER -- RIJB24--36 SURVEYOR'S CERTIFICATION I, KENT BAKER, A REGISTERED LAND SURVEYOR IN THE STATE OF OREGON, DO CERTIFY THAT I HAVE CORRECTLY SURVEYED THE PROPERTY SHOWN HEREON. THE POINT OF BEGINNING BEING A 5/8 INCH IRON REBA LOCATED AT THE NORTHEAST CORNER OF PARCEL 3. - - -----------! a/t t ,12L) KENT BAKER PLS 59885 DATE PROPERTY DESCRIPTION A UNIT OF LAND LOCATED IN THE NORTHWEST 1 /4 OF SECTION 31, TOWNSHIP 17 SOUTH, RANGE 2 WEST . OF THE WILLAMETTE MERIDIAN, SAID UNIT OF LAND. ALSO LOCATED IN BLOCK 1, PACKER SUBDIVISION AS RECORDED IN BOOK 11, PAGE 25, LANE COUNTY OREGON PLAT RECORDS, IN LANE COUNTY, OREGON AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID BLOCK 1, PACKER SUBDIVISION, SAID NORTHEAST CORNER BEARS NORTH 89011' 00" EAST A DISTANCE OF 898.74 FEET FROM A 2-1/2 INCH LANE COUNTY SURVEYOR'S OFFICE BRASS CAP DATED 1986 MARKING THE SOUTHWEST CORNER OF THE LUCINDA COMEGYS DONATION LAND CLAIM NO. 811, IN TOWNSHIP 17 SOUTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN; THENCE ALONG THE EAST BOUNDARY OF SAID BLOCK 1, SOUTH 00000' 00" WEST A DISTANCE OF 281.94 FEET TO A 5/8 INCH IRON REBAR MARKING THE SOUTHEAST CORNER OF LOT 5, VIA LINDA COURT, AS PLATTED AND RECORDED IN FILE 739 SLIDE 229, LANE COUNTY OREGON PLAT RECORDS, SAID 5/8 INCH IRON REBAR ALSO MARKS THE POINT OF BEGINNING OF THIS UNIT OF LAND; THENCE CONTINUING ALONG THE EAST BOUNDARY OF SAID BLOCK 1, SOUTH 00000' 00" (NEST A DISTANCE OF 74.00 FEET TO A 5/8 INCH IRON REBAR WITH YELLOW PLASTIC CAP INSCRIBED "DAHRENS LS 60052" MARKING THE NORTHEAST CORNER OF LOT 31 ROSIE SPRINGS, RECORDED MARCH 21, 2022, RECEPTION NO. 2022-012903, LANE COUNTY OREGON DEEDS AND RECORDS; THENCE ALONG THE NORTH BOUNDARY OF SAID ROSIE SPRINGS, SOUTH 89011' 26" WEST A DISTANCE OF 279.21 FEET TO A 5/8 INCH IRON REBAR WITH YELLOW PLASTIC -CAP MARKING THE NORTHWEST CORNER OF LOT 1, ROSIE SPRINGS, SAID 5/8 INCH IRON REBAR AND CAP ALSO LIES ON THE EASTERLY RIGHT—OF—WAY LINE OF 35TH STREET; THENCE ALONG THE EASTERLY RIGHT—OF—WAY LINE OF 35TH STREET, NORTH 00°00' 56" WEST A DISTANCE OF 73.96 FEET TO A POINT, SAID POINT LIES ON THE SOUTHERLY BOUNDARY OF VIA LINDA COURT AND BEARS NORTH 89011' 00" EAST A DISTANCE OF 0.08 FEET FROM A 5/8 INCH IRON REBAR MARKING THE SOUTHWEST CORNER OF LOT 7; THENCE LEAVING THE EASTERLY RIGHT—OF—WAY LINE OF 35TH STREET, NORTH 89011, 00" EAST A DISTANCE OF 279.23 FEET TO THE POINT OF BEGINNING, ALL IN THE CITY OF SPRINGFIELD, LANE COUNTY, OREGON. NARRATIVE THE: PURPOSE of THIS SURVEY IS TO DIVIDE INTO 3 PARCELS OF LAND, THE PROPERTY DESCRIBED IN THE SURVEYOR'S CERTIFICATION ABOVE. THE SOUTH BOUNDARY OF THE SUBJECT PROPERTY IS BOUND BY THE NORTH BOUNDARY OF ROSIE SPRINGS (LINE "D—E"). THE NORTH BOUNDARY OF THE SUBJECT PROPERTY IS BOUND BY THE SOUTH BOUNDARY OF VIA LINDA COURT (LINE "B—C'°)o LINE "B—E„ RE—ESTABLISHES THE EAST BOUNDARY OF THE SUBJECT PROPERTY. THE WEST BOUNDARY WAS RE—ESTABLISHED BY EXTENDING LINE "F—D" IN A NORTHERLY DIRECTION AND INTERSECTING LINE "B--C", RESULTING IN MONUMENT "C" BEING OUT OF POSITION AS SHOWN IN THE MONUMENT INFORMATION. THE INTERIOR LINES SEPARATING PARCELS 1 & 21 AND PARCELS 2 & 3 OF THIS PARTITION WERE ESTABLISHED BY THE DIRECTION OF THE OWNER AND FROM THE TENTATIVE PARTITION PLAN AND SHOWN HEREON. A TOPCON GT 603 ROBOTIC TOTAL STATION, TESLA DATA COLLECTOR AND SUPPORTING EQUIPMENT WERE USED TO COMPLETE THIS SURVEY. CITY OF SPRINGFIELD CASE NUMBER 811—23--000168—TYP2 LAND COUNTY ASSESSOR'S MAP N0. 17-02-31-24 TAX LOT #11800 LAND PARTITION PLAT NO. _. DECLARATION KNOWN ALL PERSONS BY THESE PRESENTS, THAT WONDERWALL VENTURES LLC, AN OREGON LIMITED LIABILITY COMPANY IS THE OWNER OF THE LAND SHOWN HEREON AND DESCRIBED IN THE SURVEYOR'S CERTIFICATION AND HAS CAUSED THE SAME TO BE PARTITIONED INTO 3 PARCELS OF LAND AS SHOWN HEREON IN ACCORDANCE WITH THE PROVISIONS OF OREGON REVISED STATUTES CHAPTER 92. THE OWNER ALSO DEDICATES TO THE PUBLIC FOREVER, THE 7.00 FOOT WIDE PUBLIC UTILITY EASEMENT ALONG THE WEST BOUNDARY LINE OF PARCEL 1 AS SHOWN HEREON. THE OWNER ALSO CREATES A VARIABLE WIDTH PRIVATE DRAINAGE EASEMENT ALONG A PORTION OF THE EAST BOUNDARY LINE OF PARCEL 1 AND ACROSS PARCEL 2 FOR THE BENEFIT OF ALL PARCELS AS SHOWN HEREON. THE OWNER ACKNOWLEDGES THE EXISTENCE OF THE 14.00 FOOT WIDE PUBLIC UTILITY EASEMENT ALONG THE EAST BOUNDARY LINE OF PARCEL 3 AND THE 7.00 FOOT WIDE PUBLIC STORM DRAINAGE EASEMENT ALONG THE SOUTH BOUNDARY LINE OF ALL PARCELS AS SHOWN HEREON. THE OWNER ALSO ACKNOWLEDGES THE 20.00 FOOT WIDE PRIVATE ACCESS & UTILITY EASEMENT AND MAINTENANCE AGREEMENT CREATED BY SEPARATE DOCUMENT ACROSS PARCEL e, 4& 2 FOR THE BENEFIT OF PARCELS 2 & 3 AS SHOWN HEREON. SHAD SAUNDF,�RU—RE5 LLC � DATE WONDERWA�VENT ,L ACKNOWLEDGEMENT STATE OF OREGON) COUNTY OF LANE ) THIS (NSTRU WAS ACK WEDGED BEFORE ME ON THIS t�4�1 DAY OF k � 2024 BY CHAD SAUNDERS AS MANAGER OF WONDERWALL VENTURES LLC. SIGNATURE iN �/✓ PRINT NAME SGVV1 t�W�IJ��� N TARY PUBLIC FOR OREGON COMMISSION N0. 15 U. b-i MY COMMISSION EXPIRES ���"r`� �oj 1014 (WRITE'OUT 1N FULL) j�2o2 y RENEWS: 12-31-2025 RECORDED DATE: COUNTY CLERK BY: OWNER: WONDERWALL VENTURES LLC P.O. BOX 1147 EUGENE, OR 97440 APPROVALS AND ACCEPTANCES CITY OF SPRINGFIELD PLANNING DIRECTOR DATE CITY OF SPRINGFIELD SURVEYOR DATE LANE COUNTY ASSESSOR DATE AFFIDAVIT TO CONSENT TO PLATTING RECORDED , 2024, RECEPTION NO. 2024- PARTITION PLAT PLOTTER --- EPSON SURECOLOR T5270 INK CARTRIDGE -- EPSON T6925 PAPER RIJB24-36 DO W MMOR CONTOI>Ft AND ELEVATION NOTES: I" OONM 1. THE EXISTING HOUSE ROOF DRAINS ARE PIPED TO A WEEP HOLE IN _EX. 12'_S.D. DIMN _ THE CURB ON 35TH ST. Sim S>ZE 2. PARCELS 2 & 3 WILL CONSTRUCT INDIVIDUAL STORMWATER EX. 8" WX EWW'IG WASTE WATER AM SIZE TREATMENT FACILITIES ON THEIR RESPEIC IVE PARCEA EX, " Y' DO W WATER LK AM SEE -- -5-YEAR TT- - EO5TOi6 IK OF ME LINES cam, OEM POVS POLE DIM STREET LWT FIRE HYDRANT EXISTING WASTEWATER MANHOLE 1 EXISTING STORM DRAIN MANHOLE P.U.E. PUBLIC UTILITY EASEMENT PED TELEPHONE PEDESTAL I I EXISTING MAIL BOXES CONSTRUCTION, NOTES 1 CONSTRUCT 6" CONCRETE OVER 8" OF CRUSHED ROCK PER DETAIL HEREON 20 CONSTRUCT 20' WIDE FULLY DEPRESSED DRIVEWAY APRON PER CITY STD. 3-20 DRIVEWAY THICKNESS TO BE 8" WiTH F4 REBAR 12" O.C. BOTH WAYS 2" ABOVE BOTTOM 0= SLAB OVER 2" OF 3/4" MINUS COMPACTED CRUSHED ROCK 3 ADD TWO MAIL BOXES TO EXISTING MAIL BOX STAND. PROVIDED 4' CLEAR SIDEWALK AROUND MAIL BOXES. i0 INSTALL 8' DIA. PVC SDR35 DRAIN PIPE, INSTALL 2' X 2' OIL/WATER SEPARATOR CATCH BASIN 12 CONNECT TO EXISTING STORM DRAIN POTHOLE AND VERIFY LOCATION PRIOR TO CONSTRUCTION 13 CONSTRUCT PLANTER OUTLET PER DETAIL HEREON i4 CONSTRUCT 5' X 5' RIP RAP APRON 6" THICK MIN. 2i INSTALL 4' DIA. PVC SDR35 WASTEWATER PIPE 22 PLUG END OF PIPE AND MARK WITH 2 X 4 23 INSTALL 6" DIA. CLEANOUT PER CITY STANDARD 4-4A 25 CONNECT TO EXISTING WASTEWATER LATERAL WITH "INSERTA-TEE" POTHOLE AND VERIFY LOCATION PRIOR TO CONSTRUCTION 26 INSTALL MANHOLE SURROUND TO CONFORM TO CITY STANDARD 4-1A. 3O INSTALL i" DIA. PVC OR PEX PIPE WATER LINE 3i INSTALL 5/8' WATER METER R7- i INSTALL "NO PARKING - FIRE LANE" SIGN PER CITY STD. SB INSTALL SIGN BASE & POLE PER CITY STD. 5-18 LOCATION TO BE CHECKED BY ENGINEER AND CITY STAFF PRIOR TO INSTALLATION. 4" RIPRAP, TOP OF ROCK BELOW PIPE INVERT. ROCK TO BE A MINIMUM OF 6" THICK 479.5 TOP CREATE 6" HIGH PERIMETER OF A, A IL L. ROCK CHECK DAM ALONG RIP 1 5' hl,1N. f_ BLOCK WALL RAP APRON r POND BOTT\0M;lrlll , RIP RAP APRON DETAIL NO SCALE 479.5 TOP OF ',TALL 479.5 TOP 478.40 Or WALL RIM 476.9±- BOTTOM 12" (3/4" TO 2-1/2" }� / L24" OF TOP SOIL MIN, Av' Do WASHED DRAIN ROCK L 4" PERFORATED PIPE 4' ON CENTER NOTE: CONTRACTOR TO PROVIDE DETAIL AND MANUFACTURER'S SPECIFICATIONS FOR THE POE` WALL AS A PART OF THE SUBMITTALS PRIOR TT SCHEDULING THE PRECONSTRUCTION MEETING, 1. THE THICKNESS OF T,-iE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE POND SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE POND SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST, THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM; SHALL BE A MINIMUM OF 0.20 (I.E., 40-50%) ORGANIC MATTER. IF THE GROPrNG MEDIUM" DOES NOT CONFORM TO THIS M,IN1,MUN! FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROV,ING MEDIUM. 180 SQUARE FEET EQUAL NUMBER 0-- PLANTS FOR EACH ZONE SPACED ONE FOOT ON CENTER OVER THE ENTIRE FACIT 1TY ZONE A CAREX OBNUPTA 4" POTS 60' EA JUNCUS PATENS 4" POTS 60' EA JUNCUS EFFESUS PACIFICUS 4" POTS 60' EA. ' BASED ON ONE PLANT PER SQUARE FOOT FILTRATION PLANTER DL'TAIL No SCALE PL EASEMENT i' 9' T_ _- 9' 6" CONCRETE 2% 2 klek 8" THICK Or 3/4"-0" CRUSHED ROCK i. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, SHALL BE A MINIMUM OF 24 INCHES THICK. DRI VETITA .Y D'TAIL NO SCALE ( S ® f tMMT 1 tnoh - 20 i't. NOTES: t. All OIIFRFEAD SEIMES SHALL BE PLACED LI DERGROM FOR BOTH WW HM LOTS AND THE DOSING HOW_ 2. BLII.OM ON PARCEL 2 AND PARCEL 3 ARE TO BE MKS. EASEMENTS ® DQ W 5 MLIC UUM EASETTW ® PROPOSED Y PLIBm tJum EASEIeff p PROPM 2O' PRlIT'ATE ACCESS AID UUM EASnOff ® PROPOSED PRIVATE DRANAG'E EASE W IL O C9 u. ui r. 0 Lu t M � z ui $O a M I t cV a 8 NY J. FP EXPIRES D 31. 2023 SHEET 3 OF 3