HomeMy WebLinkAboutMap APPLICANT 8/2/2007
~~
SITE ASSESSMENT OF EXISTING
38TH STREET PARTITION
1/4, S.E. 1/4 SEC. 31, T.17S., R.2., W.M.
SPRINGFIELD, LANE COUNTY, OREGON
JULY 27, 2007
SCALE: 1 "=20'
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FIRE HYDRANT APPROX/MA TEL Y
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& TAX, MAP, I ~-02-31-42 TAX LOT 900
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LEGEND
VICINITY MAP
SCALE: NONE
SITE BOUNDAR Y
ADJOINING LOT
- EXISTING CUNe
n "n EXISTING FENCE
- -EX W- - EXISTING WAf ERLINE
- - - EX G- - - EXISTING GA3L1NE
- -EX SAN- - EXISTING SANITARY SEWER
--EX STM- -- EXISTING STORM WATER
-OHP
EXISTING OVeRHEAD POWER
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EXISTING GR.A VEL
EXISTING CO~JCRETE. WALK
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-.."'........... 4 77 ---------........
SITE ELEV,\ TlONS
FLOW.ARROW
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f\... 476.56
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EXISTING SPOT ELEVATION
-lID-
EXISTING POWER POLE
EXISTING Wi\ TER METER
EXISTING G/;8 METER
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EX/STING S! aRM MANHOLE
EX/STING S~'ORM CATCH BASIN
TAX LOT
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GRAPHIC SCALE
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( IN FEET )
EXPIRES: DECEMBER 3/, 2007
20
OJYNBR:
NORTHVIEW INVESTMENTS INC.
33855 VAN DUYN RD.
EUGENE. OR 97408
APPUCANT:
MARK LOSCO
CRS
1670 W. 11TH A VE. SUITE D
EUGENE. OR 97408
ADDRESS
137 & 135 38TH STREET
SPRINGFIELD. OREGON
J1A.JbTlNG USE:
SINGLE FAMIL Y DWELLING
BLarATIONS &bED ON:
CITY OF SPRINGFIELD DA TUM A T THE
INTERSECTION OF 38th AND MAIN ON
L& T IN T.C. AT 1/2 CR/N.W. CORNER
INTERSECTION 478.131.
ZONING:
LDR - LOW DENSITY RESIDENTIAL
(THE PROPERTY TO THE SOUTH IS
COMMUNITY COMMERCIAL'>
JlETRO PLAN DESIGNATION:
LDR - LOW DENSITY RESIDENTIAL
(THE PROPERTY TO THE SOUTH IS
COA4MUNITY COMMERCIAL')
EARTH WORK
NOT CUT OR FILL IS PROPOSED
A T THIS . TIME.
T1JlB OF TRA .. .aL: C;;-1'. .
~. ."-
THIS ..PROPERTY IS BETWEEN THE,C\~ \
&20 IME OF . " ~
CONCA TENA TlON.. ~ t:-
OURS. ..... ,
NO WA TERCOURSES OR RIPARIAN i
SETBACKS ARE LOCA TED WITHIN :: ~
OR NEAR THE PROJECT SITE 0 '"
ACCORDING TO THE WA TER QUALITY l ~
LIMITED WA TERCOURSE MAP. fj'.S
noODlYAY: ~: J
BASED ON FIRM MAP NO. 4/039C1/61 F,
EFFECTIVE DA TE: JUNE 2 1999. THIS
PROPERTY IS IN ZONE X AND IS ~
OUTSIDE THE 500 YEAR FLOODWAY. . . ...
SOIL TYPES
ACCORDING TO THE SOILS SURVEY OF
LANE COUNTY. THE EXISTING SOILS ARE
OXLEY-URBAN LAND COMPLEX aon
HA VING A WA TER TABLE 0.5' TO /.5'
BENEA TH THE SURFACE.
~. . Branch Engineering, Inc,
~' 310 Fifth Street
Springfield. Oregon 974:77 .
(541)746-0637 FAX (541)746-0389
branchadmin(ibranchen&ineering~com
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40
Civil · Structures · Transportation · Surveying
PROJECT NO. 06-26/
SHEET I OF 2
~
~
TE:NTATIVE PARTITION MAP FOR
38TH STREET PARTITION
1/4, S.E. 1/4 SEC. 31, T.17S., R.2., W.M.
SPRINGFIELD, LANE COUNTY, OREGON
JULY 27, 2007
SCALE: 1 "=20'
MAINTENANCE AND ACCESS
EASEMENT TO BENEFIT PARCEL I
(41 TO 6' CHAIN LINK FENCt
TO REMAIN
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,EX. SAN.. 1-. .
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/~PARCEL I t-.-,c.. ...
/ AREA- I ~ l~TING SHED
5,243 SF <<I IX TO [<EMAIN
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( 5,243 SF :. ,'~ : ... :0
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5' MAINTENANCE AN . .' I !.i 7'
ACCESS EASE~NT TQ. ' "'. I/.~
BENEFIT T~X)t.b~~.. f
r - - [>11'~ - 7 - - - n. I : 5' STRIP OF LAND TO BE
// ~ ,) J ':r--c TRANSFERED TO TL 1000 THROUGH
l}.,. PROPERTY LINE ADJUSTMENT
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I Tf?ANSFERED TO TL 1100 THROUGH
PROPERTY LINE ADJUSTMENT
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FIRE HYDRANT APPROXIMA TEL Y
140' FROM SOUTHWEST CORNER
OF SITE
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STM MH
FL 10' = 47/./1 ~I
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~ TAX MA~ 17-02-3/-42 TAX LOT 900
" ,
LEGEND
SITE BOUNDARY
PROPOSED PROPERTY LINE
ADJOINING LOT
PROPOSED EASEMENTS
EXISTING CURB
" n H EXISTING FENCE
- -,-EX W- - EXISTING WATERLINE
- - -,- EX G - - - EXISTING GASLINE .
- -EX SAN- -- EXISTING SANITARY SEWER
- --EX STM- "",~ EXISTING STORM WATER
- -'-OHP
EXISTING OVERHEAD POWER
I '."...,. , I
. ....... .. ..
.~.. "." -. . . ........ -'..
EXISTING GRA VEL
EXISTING CONCRETE WALK
PROPOSED PA VED DRIVEWA Y
SITE ELEVATIONS
FLOW ARROW
l.i . os <Ii '." : ", I
.. .... _ .4. <I A.
477 --.------
-(
656
fL 47 .
X
EXISTING SPOT ELEVA TION
\\~
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.....
EXISTING. POWER POLE
EXISTING WA TER METER
EXJSTINGGAS METER
[0
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EXISTING STORM MANHOLE
EXISTING STORM CA TCH BASIN
TAX LOT
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EXISTING BUILDING
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"
REGISTERED
PROFESSIONAL
LAND JURVEYOR
~II~
OREGON
SEPT. 23. 1977
JAMES A. BRANCH
1138
rP
~
DECEMBER 31. 2007
..
DRUNAGB
D MAINT€:NANCE.r- THE DRAINAGE OF THE PROPERTY WILL
S S CONTINUE AS /T DOES CURRENTL Y. THE
J::>A P?cE2.JSTRUCTURE ON 137 38TH STREET
CURRENTLY WEEPHOLES ROOF. RUNOFF
TO THE CURB. THE STRUCTURE ON /35 .
38TH STREET (490 SQ. FTJ WILL
CONTINUE TO DRAIN ON-SITE VIA
SPLASH PADS. ANY ROOF RUNOFF
FROM POSSIBLE FUTURE DEVELOPMENT
OF THIS PROPOSED PARCEL MAY BE
DIRECTED TO THE NEAREST CURB.
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NOTES:
I. A PROPERTY LINE ADJUSTMENT
BETWEEN THE SUBJECT SITE ANDTAX
LOTS 1100 AND 1000 IS SUBMITTED
CONCURRENTL Y WITH THIS TENT A T1VE
PARTITION.
2. AREAS AND DIMENSIONS ARE
CALCULA TED NOT INCLUDING THE
RIGHT -OF - WAY DEDICA TION AREA AND
THE AREA TO BE TRANSFERRED TO TL
1100 & 1000 THROUGH THE
CONCURRENT PROPERTY LINE
ADJUSTMENT.
3. A VARIANCE TO DEVIA TE 18% FROM
THE 60' REQUIRED FRONT AGE IS
APPLIED FOR CONCURRENTL Y WITH THIS
TENT A TlVE PAR TlTION.
J
;
GRAPHIC SCALE
20 0 10 20
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~~ I, II
( IN FEET ) ,
40
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an..
~ Branch Engineering, Inc.
~J 310 Fifth Street
Springfield. Oregon 97477
(541)746-0637 FAX (541)746-0389
branchadminebranchengineering.com
Civil · Structures · Transportation. Surveying
PROJECT NO. 06-261
SHEET 2 OF 2
I lilt