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
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EXPIRES D 31. 2023
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