HomeMy WebLinkAboutPlat, Partition APPLICANT 11/7/2014SCALE : 1` - 54'
LEGEND +sao3os
STORMWATER MANAGEMENT PLAN
FOR
RON CORNELIUS
NW 1/4 SEC. 26 T 17 S, R 3 W W.M-.
ASSESSOR'S MAP NO. 17.03-26-21 TL. NO. 3.300
SPRINGFIELD, LANE COUNTY, OREGON
AUGUST 27, 2014
CONSTRUCTION NOTES
CONSTRUCT RAIN GARDEN PER DETAILS.
Q . RESEED ALL CUT SLOPES WITH NATIVE GRASS SEED MIXTURE
(PROTIME 84 NATIVE 610 -FILTER MIX �OR APPROVED EQUAL)
INSTALL 2.0' WIDE FLOW DIFFUSER AND SPLASH PAD
®
6"' MINUS ROUND RIVER ROCK OVER NON -WOVEN GEOTEXTILEFABRIC LAYER.
(GEOTEX 451'09 APPROVED EQUAL)
M7 CONSTRUCT 3.5' x 70.0' RAIN GARDEN. GROWING MEDIUM TO BE A BLEND OF 30% LOAM,
30% SAND AND 40% COMPOST CONSISTENT WITH THE- CITY OF EUGENE STORMWATER-MANAGEMENT
6 BOARD �t AC, MAT
-- X X— FENCE UNE AS NOTED:. b FENCE
I i:z• ; /
wi PAVR�G
N.
----SAN ---- EXISTING SANITARY' SEWER 1 :;j •' 20'
1 17 -*26-2 0'
-STM — -- EXISTING STORM SEWER TL No. 3442RAIN
W EXISTING U.G. WATER MAIN I T FIE" pow GARDEII
OHP EXISTING OVERHEAD POWERE' ti a�. 'A 'A P A R C B L i
Cq� 17-03-2 a - - W78 SQFT.
4v $ TL No. 3200
G EXISTING U.G. GAS MAIN P4 Q 3 t�tf; 2S2' j,
E+FOM ^� a SE K TNX 449.0-
$
EXISTING'SANITARY SEWER MANHOLE y� i 448 448.0
® SANITARY SEWER CLEANOUT 447.0 -
M PAR CBL 1- WIRE uno A - 446.0-
ST EXISTING STORMWATER MANHOLE. «•2� 0' P.UE 2018 SQF1: SHOP FE1 VENICLE
Y
EXIS7YV� TO tiE]IAti _r.-..'� -. .. 7W AROUND
p NATURAL GAS VALVE 1 17-03-26-2 iEASEWff
® NATURAL GAS RISER p4� 2 .opTL No. 3403
n-03-2641
lE TELECOMMUNICATIONS ACCESS CABINET a TL No. 3442 124,r--,:
® CATV ACCESS CABINET Alko • TL No. 3003. EXIST
® CURB INLET " PARCEL 2 _
® CATCH BASIN g F 21,378 SQFT. E -Z
D E TA L
® WATERMETER 2 448 Q Seale .1...30'
.yg•
® WATER VALVE.
FIRE HYDRANT SPR
- POWER POLE ��:•/ a MMAD
D
g BABIGENCY
VIHU
-- POWER POLE WITH STREET LIGHT1UR 17-03-16'
EASEMN
CONCRETE SURFACE
4 • 2MVA P-3 TL No. 3002 �A EX, GR o
p-03 26-2! '�-449 4490 CROSS-SECTION 2
TL No. 3403 33�—«•t '�' .._ -
LTD TRANSIT' STOP i
SBB✓� % 1448.0 -
7.0' P1 Q
E)4Si11,IQ
tit eax�
FM fm
112.7
17-03 28-21t� 17-03;26-2117-026-21.
n-03.26-� � .
TL No. 3504 TL k 3505 1 TL No. 35061 TL No. 3507
STORMWATER MANAGEMENT OVERVIEW 2 M
• � S
THIS, STORMWATER MANAGEMENT PLAN IS BEING PREPARED TO ADDRESS A CONDITION
BY THE CITYLOFFSPRIIITENTATIVE ANNI ERT PAS VASE NO ITYR21� 00003 ROVED '
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 -
SELECTEI3 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 .00 'SQ. IN. OF TREATMENT AREA FOR EVERY ONE
SQUARE FOOT AMPERVIOLIS, SURFACE RESULTS .1N A TREATMENT FACILITY WITH A
SURFACE: AREA OF :245 SQ. FT. THE 'OWNER HAS CHOSEN TO' CONSTRUCT A RAIN,
GARDEN 245 SQ. FT. IN AREA. THE" FACILITY' HAS .BEEN DESIGNED TO
ACCOMMODATE STORMWATER RUNOFF:EROM THE EMERGENCY VEHICLE TURNAROUND AREA
VNLY , STORM4VATER RUNOFF FROM" ROOF DRAINS r VKq FUTURE BUILDING
IMPROVEMENTS ON THE SITE WILL `BE`. DIRECTED TO ON SITE . DRYWELLS TO BE ISMS, Deaer *w A 201+1
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 POAGE ENGINEERING & SURVEYING, INC.
TO THE PUBLIC STORM SEWER SYSTEM IN -LARA LEE STREET. P.O. sox 2627 * Bt)GBNs, OREGON 9702 " (641) 485-5605
JOB No. 4307, DWN. BY jAO\4307C01.GXD, DATE= 05/2014
39 35 5.54- EXXTG.
DRIVE 7 5
6 BOTTOM RAIN
GARDEN _446.6
y _a LENGTH - 70.0'
SECTION B -B
Hx SCALE r-20'
VERT sca K
SECTION A -A
RAIN. GARDEN
H0R2. scAli: r -y
VERT. SCALE r -V'
,..._SQ
PARCEL 1 MANUAL. 'PLANTINGS IN THE RAIN GARDEN TO BE CONSISTENT WITH SCHEME I OF THE STORMWATER
o PROPERTY CORNER c c o--
MANAGEMENT. MANUEL 'REQUIRING 100 GROUND COVER PLANTS FOR EVERY 100 SQ. FT.. RAIN GARDEN
34'"i6 "i�"
AREA. THE RAIN GARDEN CONTAINS 245 SQ. FT OF AREA WHICH TRANSLATES TO 245 GROUND COVER
HAYDEN BRIDGE W A Y. a 7.0' RUE
PLANTS IN 4' POTS. -GROUND COVER PLANTS TO A MIXTURE OF. CAREX OBNUPTA•(SLOUGH SEDGE)" AND
CAREX DENSA (DENSE SEDGE) AT VARYING PROPORTIONS TO RESULT 1N A TOTAL OF 245 GROUND COVER
CONIFEROUS TREE - - - - .. - c - P. .. _ 2 EXIST9VG
(SIZE SPECIES AS NOTED)
124. PLANTS IN THE RAIN. GARDEN AREA.
o •58029 v } 4620-
16'W . > , 16'W q
DECIDUOUS TREE RmR�Rt ....21..«. ,...21..,., n-03'26-�
(SIZE AND SPECIES AS NOTED). .� "i�"'"` 6,� Sna g _6, TL No. 3402
sa
f; RAIN GARDEN SIZED BASED ON THE CITY OF EUGENE SIMPLIFIED FORM
£ SIZING FACTOR 0.09 X IMPERVIOUS SURFACE AREA"(2722 S.F. X..09 - 245 S.F.)
Z2 SF. DESIGN RAIN GARDEN AREA 245 S.F.
6 BOARD �t AC, MAT
-- X X— FENCE UNE AS NOTED:. b FENCE
I i:z• ; /
wi PAVR�G
N.
----SAN ---- EXISTING SANITARY' SEWER 1 :;j •' 20'
1 17 -*26-2 0'
-STM — -- EXISTING STORM SEWER TL No. 3442RAIN
W EXISTING U.G. WATER MAIN I T FIE" pow GARDEII
OHP EXISTING OVERHEAD POWERE' ti a�. 'A 'A P A R C B L i
Cq� 17-03-2 a - - W78 SQFT.
4v $ TL No. 3200
G EXISTING U.G. GAS MAIN P4 Q 3 t�tf; 2S2' j,
E+FOM ^� a SE K TNX 449.0-
$
EXISTING'SANITARY SEWER MANHOLE y� i 448 448.0
® SANITARY SEWER CLEANOUT 447.0 -
M PAR CBL 1- WIRE uno A - 446.0-
ST EXISTING STORMWATER MANHOLE. «•2� 0' P.UE 2018 SQF1: SHOP FE1 VENICLE
Y
EXIS7YV� TO tiE]IAti _r.-..'� -. .. 7W AROUND
p NATURAL GAS VALVE 1 17-03-26-2 iEASEWff
® NATURAL GAS RISER p4� 2 .opTL No. 3403
n-03-2641
lE TELECOMMUNICATIONS ACCESS CABINET a TL No. 3442 124,r--,:
® CATV ACCESS CABINET Alko • TL No. 3003. EXIST
® CURB INLET " PARCEL 2 _
® CATCH BASIN g F 21,378 SQFT. E -Z
D E TA L
® WATERMETER 2 448 Q Seale .1...30'
.yg•
® WATER VALVE.
FIRE HYDRANT SPR
- POWER POLE ��:•/ a MMAD
D
g BABIGENCY
VIHU
-- POWER POLE WITH STREET LIGHT1UR 17-03-16'
EASEMN
CONCRETE SURFACE
4 • 2MVA P-3 TL No. 3002 �A EX, GR o
p-03 26-2! '�-449 4490 CROSS-SECTION 2
TL No. 3403 33�—«•t '�' .._ -
LTD TRANSIT' STOP i
SBB✓� % 1448.0 -
7.0' P1 Q
E)4Si11,IQ
tit eax�
FM fm
112.7
17-03 28-21t� 17-03;26-2117-026-21.
n-03.26-� � .
TL No. 3504 TL k 3505 1 TL No. 35061 TL No. 3507
STORMWATER MANAGEMENT OVERVIEW 2 M
• � S
THIS, STORMWATER MANAGEMENT PLAN IS BEING PREPARED TO ADDRESS A CONDITION
BY THE CITYLOFFSPRIIITENTATIVE ANNI ERT PAS VASE NO ITYR21� 00003 ROVED '
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 -
SELECTEI3 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 .00 'SQ. IN. OF TREATMENT AREA FOR EVERY ONE
SQUARE FOOT AMPERVIOLIS, SURFACE RESULTS .1N A TREATMENT FACILITY WITH A
SURFACE: AREA OF :245 SQ. FT. THE 'OWNER HAS CHOSEN TO' CONSTRUCT A RAIN,
GARDEN 245 SQ. FT. IN AREA. THE" FACILITY' HAS .BEEN DESIGNED TO
ACCOMMODATE STORMWATER RUNOFF:EROM THE EMERGENCY VEHICLE TURNAROUND AREA
VNLY , STORM4VATER RUNOFF FROM" ROOF DRAINS r VKq FUTURE BUILDING
IMPROVEMENTS ON THE SITE WILL `BE`. DIRECTED TO ON SITE . DRYWELLS TO BE ISMS, Deaer *w A 201+1
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 POAGE ENGINEERING & SURVEYING, INC.
TO THE PUBLIC STORM SEWER SYSTEM IN -LARA LEE STREET. P.O. sox 2627 * Bt)GBNs, OREGON 9702 " (641) 485-5605
JOB No. 4307, DWN. BY jAO\4307C01.GXD, DATE= 05/2014
39 35 5.54- EXXTG.
DRIVE 7 5
6 BOTTOM RAIN
GARDEN _446.6
y _a LENGTH - 70.0'
SECTION B -B
Hx SCALE r-20'
VERT sca K
SECTION A -A
RAIN. GARDEN
H0R2. scAli: r -y
VERT. SCALE r -V'
STORMWATER MANAGEMENT PLAN
FOR
RON CORNELIUS
NW 1J4 SEC. 26 T17 SIR 3 W W.M.
ASSESSOR'S MAP NO. 17-03-26-21 TL: NO. 3300
f-- SPRINGFIELD, LAMB Cvulwk I OREGON
i AUGUST 27, 2014
CONSTRUCTION NOTES
CONSTRUCT RAIN. GARDEN PER DETAILS.
Q . RESEED ALL CUT SLOPES WITH NATIVE GRASS SEED VIXTURE
IPROTIME� 840 NATIVE BIO -FILTER MIX -OR APPROVED EQUAL)
INSTALL 2.0' WIDE FLOW DIFFUSER AND SPLASH PAD
Q 6' MINUS.ROUND RIVER ROCK OVER NON -WOVEN GEOTEXTILE FABRIC LAYER.
(GEOTEX 451 OR APPROVED EQUAL)
LEGEND
, _ P. Q CONSTRUCT 3,5' x 70.0' RAIN GARDEN. GROWING MEDIUM TO BE A BLEND OF 30% LOAM,
trit�3
30% SAND AND 40% COMPOST CONSISTENT WITH THE CITY OF EUGENE STORMWATER MANAGEMENT
�._._. PARCEL 1
20278 SOFT. MANUAL: PLANTINGS IN THE RAIN GARDEN TO BE CONSISTENT WlTH`SCHf:ME I OF THE STORMWATER
o PROPERTY CORNER a-- MANAGEMENT.�MANUEL REQUIRING 100 GROUND COVER PLANTS FOR EVERY 100 SQ. FTAF RAIN GARDEN
� !-•s.a AREA. THE RAIN GARDEN CONTAINS 245 SQ. FT. OF AREA WHICH TRANSLATES TO 245 GROUND COVER
PLANTS IN 4`: POT$.'GROUND-COVER PLANTS TO A MIXTURE OF. CAREX OBNUPTA (SLOUGH SEDGE)" AND
HAYDEN BRIDGB WAX 7.0' PUS as CAREX DENSA (DENSE SEDGE) AT VARYING PROPORTIONS TO RESULT IN A TOTAL OF 245 GROUND COVER
CONIFEROUS TREE - - - - - - - - �--� - EXISTING : QZ4 ;
(SIZE & SPECIES AS NOTED} - o nOlE — �? P POLE" PLA E RAIN GARDEN AREA.
2
co t 4020
NTS IN TH
6 O
ta'w. ' , .. `" ta'w 17-03-26- _; RAIN GARDEN SIZED. BASED ON THE CITY OF EUGENE SIMPLIFIED FORM
DECIDUOUS TREE ! sot- - TL No. 3402 SIZING FAGTOR OA9 X IMPERVIOUS SURFACE AREA (2722 S.F. X..09 - 245 S.F.)
(SIZE AND SPECIES AS NOTED). 5'W 5'W _6�t: _ s-- 2722 SF.
6, DESIGN RAIN GARDEN AREA 295 S.F.
~- X X--- FENCE LINE AS NOTED: 112.1 'a a AG MAT
.; J FENCE PAVING
••SAN ---- EXISTING. SANITARY` SEWER'..
EXISTING STORM SEWER I 11-03 26-2i 2a 30 3.5' x 70.0'
STM -- -- TL No. 3402 1 t 'i .
TO FSM ------
GARDEN 4
iN EXISTING U.G. WATER MAIN' pi -"'*—` r ,
t1AW �
OHP EXISTING OVERHEAD POWER`'
. W ti 17-03-26-2# 'k . A PARCEL 1
o- N v�+ 2,378 SOF!'.
G' EXISTING U.G. GAS MAIN TL No. 3200 {` 3.0' 35' 55'+/-
-3 EXTG.
GROUND
5 eouzo SFPTic't$Hc
$ EXISTiNG'SANITARY SEWER MANHOLE Vat 44$ -,
449.0—DRIVE 7 5 —
S I 448.0.. i•
SEWER CLEANOUT4,�'LW AACCESS, PROPOSED
POLE 447.0—
SANITARY
J PAR C E L T nUTY 446.0
�t ANCtloit 20,278'SQ.FT. " .
EXISTING STORMWATER MANHOLE. 20 . .. EhER(NCY $ 6
ST a T 0' P UE SFtOP UEHCLE r BOTTOM RAIN 64
6
EXISTU�G TQ rte! 4 T1IOii11D GARDEN 446.6,
17-03-26-21`
® NATURAL GAS VALVE t EASEMENT LENGTH 70.0
® NATURAL GAS RISER • ��A' • s a TL No. 3403 .
7.4{ 17-03-26-21,
Q TELECOMMUNICATIONS ACCESS CABINET ,�! TL No. 3402 UZ4
Li CATV ACCESS CABINET 17-03-26-21 7.0' RUE � SECTION A � A
'� • TL No, 3003. p RESTING
RAIN GARDEN
[a CURB INLET PARCEL 2 � � Hx SCALE i'•5'
• CATCI! BASIN ti 01378 SQF . P"Z D1 TA LL VERT. SCALE P•5''
Q WATEOETER 2 \ qQg. 4 $;Ale' 1"mss'
j• 34�� o _
m WATER VALVE y
FIRE HYDRANT O '
PROPOSED `
--�— POWER POLE UMAY-AND
3 EMERGENCY
POWER POLE WITH STREET LIGHT ( H VEHCLE'
1 TURNAR(M 17-03-26-0
4 20 A
EASEMENT TL No. 3002 �-
CONCRETE SURFACE EX: GROUND o
0
P'3 �� CROSS-SECTION � � �^ FIN. SURF CE.
V -*26-2f 4490 $ EX. PAVING DRIVEWAY
TL No. 3403 33'---+ _ .� _ _ A LARA LEE ST.
LTD TRANSIT` STOP � ��` _..- •- -- -- —
SBB*� • %� 448.0zo, PAL C4
EXISi1NG PME Wi �, .... RAIN
orx o t Iii' 'N
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V-03-26-21 `� IT -03=26-21 r 17-03-26-21. 446.0
17-03-26-21 o
TL No. 3504 TL No, 3505 -o TL No. 3506' TL No. 3507
STORMWATER MANAGEMENT OVERVIEW 2 �, 4.
THIS STORMWATER MANAGEMENT PLAN IS BEING PREPARED TO ADDRESS A CONDITION 009 9
OF APPROVAL OF A TENTATIVE PARTITION'' APPLICATION REVIEWED AND APPROVED
'BY THE CITY' OF SPRINGFIELD. PL"ANNING DEPT. AS CASE. NO: TYP214-00003.
1465
AS A CONDITION_ OF APPROVAL OF THE. PROPOSED, PARTITION THE APPLICANT WAS
REQUIRED TO CONSTRUCT AN EMERGENCY VEHICLE. TURNAROUND AT THE TERMINUS OF SECTION B - B
;EARA .LEE STREET.'THE DESIGNED TURNAROUND`' AREA CONTAINS APPROXIMATELY 'w 17255 HORZ SCALE 1'-20'
2722 :SQ FT'OF IMPERVIOUS SURFACE. AN INFILTRATION RAIN GARDEN 'WAS VERT. SCALE i'•7
'SELECTED AS THE FACILITY FOR THE 'TREATMENT AND ULTIMATE DESTINATION OF
THE-STORMWATER RUNOFF GENERATED.BY THE'PROPOSED.NEW IMPERVIOUS SURFACE.
USING` A S1Z{NG. FACTOR' OF .09 SQ. IN. OF TREATMENT AREA -FOR EVERY ONE vG
SQUARE FOO IMPERVIOUS SURFACE RESULTS IN A TREATMENT FACILITY WITH A
SURFACE AREA OF. :245 SQ. FT. THE'OWNER .HAS CHOSEN TO CONSTRUCT A RAIN � J
o Pt 1�1�
,GARDEN .245 SQ. FT. IN AREA. THE FACILITY HAS -BEEN DESIGNED TO
V�N �. , {
:ACCOMMODATE ONLY' STORMWATERRUNOFF FROSTORMWATER RUNOFF FROM THE EMERGENCY
VEHICLE TURNAROUND AREA t
M ROOF DRAINS FOR FUTURE BUILDING
IMPROVEMENTS .ON THE SITE WILL'BE DIRECTED TO'ON SITE ,DRYWELLS TO BE EXPfRES: Oec ber 31, 2014 11�5
DESIGNED AND`CONSTRUCTED IN ASSOCIATION WITH BUILDING PERMIT PROCESS.
THE PROPOSED RAIN GARDEN' HAS BEEN `SIZED TO ACCOMMODATE :RUNOFF GENERATED 1 ` DateRecap :
BY THE DESIGN STORM EVENT WITHIN THE SITE. 'ANY OVERFLOW WILL BE DIRECTED POAGB BNGIN$BRIN.G & SURVEYING, INC. '� p ``1
TO THE PUBLIC STORM SEWER SYSTEM IN LARA LEE STREET. *.o. BOX 2427 974oz * (541) 488-4605 NOV � � ���
JOB Na. 4307, DWN. BY JA014807C01,GXD, MATE: -05/2014
T
11
LAND PARTITION PLAT No.
HAYDEN
-- -
(N 89°49' W 80.25') I
N 89°49'00= W 80.29'
COMPUTED POINT. NO MONUMENT
BRIDGE it1i.A.Y
- - - --
(113.0014
(N 89049' W)
N 89°49'00' W 112.13'
FOUND OR SET.
(
FENCE LINE
S 00913' W
DENOTES DIMENSION NOT SHOWN TO SCALE
! ." 2€,378 SQ.FT.
/ (
z
0.19" (N.T.S.)
°
DATA OF RECORD WITH AN
WEST
{
WEST'.
�
EASEMENT AND
7.0' P.U.E.,
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COMPUTED POINT. NO MONUMENT
FOUND OR SET.
x.- x x
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M _ PARCEL 2 0 [
DENOTES DIMENSION NOT SHOWN TO SCALE
! ." 2€,378 SQ.FT.
PUBLIC UTILITY EASEMENT
z
PRIVATE
°
DATA OF RECORD WITH AN
JOINT ACCESS
WEST'.
EASEMENT AND
RECORD DIMENSIONS UNLESS'
MAINTENANCE
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FOR
RON CORNELIUS
SW 1/4 SEC. 23 & NW 1/4 SEC. 26 T 17 S, R 3 W W.M.
SPRINGFIELD, LANE COUNTY, OREGON
OCTOBER 21, 2014
INITIAL
POINT
iT
P-3
Ui Lu
P-2
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OWNER/ PARTITIONER: RON CORNELIUS
1608 N. STATE HWY. 161
GRAND PRAIRIE TEXAS 75050
CITY OF SPRINGFIELD CASE NO. TYP214-00003
ASSESSOR'S MAP No. 17-03-26-21 TL #3300
PLOTTER: HP DESIGN JET 650C
INK: HP *51640A INK
MEDIA: 'PIXELLE' RIJB24-36
7.0' P.U.E. _ 1
DEDICATED
.HEREON f .
LEAST I13.0')4
(S 89°49' E)1,3 i
(S 89°49` E 112.741 2
89°49'00` E j!2.70-
27'— — , T
BENT 3/4' 1. PIPE
N 87°02'24' W
0.42' (N.T.S.) y,
RECORDED
DATE: -------------
COUNTY CLERK
BY: ---------------
SCALE : 1' - 40'
LES...
O FOUND 1/2' REBAR UNLESS OTHERWISE NOTED
0 FOUND 5/8' REBAR WITH YELLOW
PLASTIC CAP STAMPED 'PLS 655'
p SET 5/8' x 30' REBAR WITH YELLOW
PLASTIC CAP STAMPED 'POAGE
ENG. & SURV. INC.`
❑
COMPUTED POINT. NO MONUMENT
FOUND OR SET.
x.- x x
FENCE LINE
M _ PARCEL 2 0 [
DENOTES DIMENSION NOT SHOWN TO SCALE
! ." 2€,378 SQ.FT.
PUBLIC UTILITY EASEMENT
z
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OWNER/ PARTITIONER: RON CORNELIUS
1608 N. STATE HWY. 161
GRAND PRAIRIE TEXAS 75050
CITY OF SPRINGFIELD CASE NO. TYP214-00003
ASSESSOR'S MAP No. 17-03-26-21 TL #3300
PLOTTER: HP DESIGN JET 650C
INK: HP *51640A INK
MEDIA: 'PIXELLE' RIJB24-36
7.0' P.U.E. _ 1
DEDICATED
.HEREON f .
LEAST I13.0')4
(S 89°49' E)1,3 i
(S 89°49` E 112.741 2
89°49'00` E j!2.70-
27'— — , T
BENT 3/4' 1. PIPE
N 87°02'24' W
0.42' (N.T.S.) y,
RECORDED
DATE: -------------
COUNTY CLERK
BY: ---------------
SCALE : 1' - 40'
LES...
O FOUND 1/2' REBAR UNLESS OTHERWISE NOTED
0 FOUND 5/8' REBAR WITH YELLOW
PLASTIC CAP STAMPED 'PLS 655'
p SET 5/8' x 30' REBAR WITH YELLOW
PLASTIC CAP STAMPED 'POAGE
ENG. & SURV. INC.`
❑
COMPUTED POINT. NO MONUMENT
FOUND OR SET.
x.- x x
FENCE LINE
N.T.S.
DENOTES DIMENSION NOT SHOWN TO SCALE
P.U.E. `
PUBLIC UTILITY EASEMENT
R.O.W.
RIGHT OF WAY
{ )
DATA OF RECORD WITH AN
ENDNOTE CORRESPONDING TO A
REFERENCE NUMBER SHOWN HEREON
MEASURED DIMENSIONS EQUAL
RECORD DIMENSIONS UNLESS'
OTHERWISENOTED.
q FD. 5/8'
REBAR FENCE LINE ON, OR
3 4 VERY NEAR PROPERTY
LINE
ot'A
t�kG1
POAGE ENGINEERING & SURVEYING, INC.
P.O. BOX 2527 • EUGENE, OREGON 97402 • (541) 485-4505
JOB No. 4307, DWN. BY jA0/4307PLAT.GXD, DATE: 7-14
REFERENCES
I. LEE VILLA
BOOK 57 PAGE 9
LANE COUNTY OREGON PLAT RECORDS
2. LAND PARTITION PLAT No. 2005-PI877 OLSON
3. PARNELL-VANCHURA PLAT
BOOK 36 PAGE 6
LANE COUNTY OREGON PLAT RECORDS
4. STATUTORY WARRANTY DEED RECORDED
JULY 25, 2013 RECEP. No. 2013-040467
LANE COUNTY OREGON OFFICIAL RECORDS
Nite=r
A. PRIVATE JOINT ACCESS EASEMENT AND MAINTENANCE AGREEMENT
RECORDED , 2014 RECEP. No.
LANE COUNTY OREGON OFFICIAL RECORDS.
B. NOTICE OF OPERATIONS AND MAINTENANCE AGREEMENT
RECORDED , 2014 RECEP. No.
LANE COUNTY OREGON OFFICIAL RECORDS.
C. NO BUILDING, STRUCTURE, TREE, SHRUBBERY OR OTHER OBSTRUCTION
SHALL BE PLACED ON OR IN A PUBLIC UTILITY EASEMENT (PUE).
'REGISTERED
PROFESSIONAL
.LAND SURVEYOR
OREGON
JULY 13. 1984
JONATHAN A. OAKES
2105
EXPIRES: DECEMBER 31. 2014
PAGE 1 OF 2
MOV 0 7 2011
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LAND PARTITION PLAT No.
FOR
RON CORNELIUS
SW 1/4 SEC. 23 & NW 1/4 SEC, 26 T 17 S., R 3
SPRINGFIELD, LANE COUNTY, OREGON
OCTOBER 21, 2014
SURVEYOR'S CERTIFICATE
1, JONATHAN A. OAKES, A REGISTERED PROFESSIONAL LAND SURVEYOR, DO
HEREBY CERTIFY THAT HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER
MONUMENTS THE HEREON DESCRIBED PLAT, THAT THE INITIAL POINT IS 5/8' -REBAR
WITH A YELLOW PLASTIC CAP STAMPED 'POAGE ENG. & SURV. INC." SET FLUSH WITH
THE SURFACE OF THE GROUND AND IS LOCATED AS DESCRIBED AND SHOWN HEREON
AND € HAVE ACCURATELY DESCRIBED THE TRACT OF LAND UPON WHICH THIS PLAT
IS LAID OUT ON AS FOLLOWS:
BEGINNING AT THE INITIAL POINT ON THE SOUTH MARGIN OF HAYDEN BRIDGE WAY, SAID INITIAL
POINT BEING 40.00 FEET FROM WHEN MEASURED AT RIGHT ANGLES TO THE CENTERLINE OF HAYDEN
BRIDGE WAY, SAID INITIAL POINT ALSO BEING SOUTH 89°49'00` 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 89049'00' WEST €12.13 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°13'00' 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-VANCHURA PLAT 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 PARNELL-VANCHURA PLAT SOUTH 89°49'00' EAST 112.70 FEET 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 00007'44' EAST 374.55
FEET TO THE POINT OF BEGINNING, ALL IN LANE COUNTY, OREGON
"11l l
JONATHAN A. OAKES PLS N4. 2€05
NARRATIVE
APPROVALS and ACCEPTANCES:
CITY OF SPRINGFIELD PLANNING DIRECTOR
W W.M.
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
EASEMENT ALONG THE ENTIRE LENGTH OF THE EASTERN BOUNDARY AS SHOWN HEREON
AND HE DOES CREATE A 33.0' X 130.40' PRIVATE JOINT ACCESS EASEMENT AND
MAINTENANCE AGREEMENT AS SHOWN HEREON BY A SEPARATE DOCUMENT REFERENCED
HEREON.
DATEI", co �
RON CORNELIUS
LANE
COUNTY
SURVEYOR
DATE
LANE
COUNTY
ASSESSOR
DATE
THIS SURVEY WAS PREPARED AT THE REQUEST OF THE OWNER T4 ESTABLISH THE BOUNDARIES OF THAT
CERTAIN PROPERTY DESCRIBED IN A WARRANTY DEED RECORDED JULY 25, 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 1/2 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 1/2
INCH IRON ROD MARKING THE NORTHEAST CORNER OF SAID LOT 4, BLOCK I AND EASTERLY FROM THE FOUND
1/2 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 SOUTHEAST CORNER OF SAID LOT 4, BLOCK I WAS ESTABLISHED AT THE
RECORD BEARING AND DISTANCE MEASURED SOUTHERLY FROM THE NORTHWEST CORNER OF THE SUBJECT
PROPERTY, AS SAID NORTHWEST CORNER IS ESTABLISHED HEREON. THE SOUTHEAST CORNER OF THE SUBJECT
PROPERTY IS DEFINED BY THE FOUND 5/8' 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 5/8' REBAR WITH A YELLOW
PLASTIC CAP STAMPED PLS 655 MARKING THE SOUTHWEST CORNER OF PARCEL 2 OF SAID LAND PARTITION
PLAT NO. 2005-PI877 AND THE FOUND 5/8' REBAR WITH A YELLOW PLASTIC CAP STAMPED PLS 655
MARKING THE NORTHWEST CORNER OF PARCEL 3 OF SAID LAND PARTITION PLAT NO. 2005-P€877. THIS
UNE WAS CLOSED ONTO THE SOUTH MARGIN OF HAYDEN BRIDGE WAY TO DEFINE THE NORTHEAST CORNER OF
THE SUBJECT PROPERTY. WITH THE EXTERIOR BOUNDARY SO 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. 17-03-26-21 TL #3300
revs IF -n- nr vc. ,'nm vc s vjv%.
INK: HP #51640A INK
MEDIA: 'PIXELLE' RIJB24-36
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JULY 13. 1984
JONATHAN' A. OAKES
2105
EXPIRES: DECEMBER 31. 2014
POAGE ENGINEERING & SURVEYING, INC.
P.O. BOX 2527 ' EUGENE, OREGON 97402 • (541) 485.4505
JOB No. 4307 DWN. BY JAO/4307PLAT.GXD, DATE: 7-14
ACKNOWLEDGEMENT
STATE OF TEXAS
) SS.
COUNTY OF DALLAS )
ON THIS. DAY OF OCA, 0- b- "M Ir , 2014, PERSONALLY
APPEARED BEFORE ME, A NOTARY PUBLIC FOR THE STATE OF TEXAS. COUNTY
OF DALLAS THE HEREON NAMED RON CORNELIUS, BEING KNOWN TO ME OR
PROVED TO ME ON 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.
. A . An
NOTARY PUBLIC FOR TEXAS
MY COMMISSION EXPIRES: 1i q' 03 -2 Q
.`?.-AY f Y�
9 LIU% c 1-#0;Q!
* Noiaiy }:iC
N y State of Texas
R
grFor + Comm. Exp. 04-03-2096 '
C�rneCus
PAGE 2 OF
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Original Submittai__��e_v�