HomeMy WebLinkAboutPlan, Tentative APPLICANT 8/23/2006
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VICINTIY MAP
i;-
GENERAL NOTES
l'l!;Nl'A l'IVE
PLAN
SUB;DIVISION
FOR
TUAN
ASSESSOR'8 MAP 17 03 27 31
SPRINGFIELD, LANE COUNTY, OREGON
JUNE 2006
1. ALL BOUNDARY AND LOT DIMENSIONS ARE APPROXIMATE.
2. CONTOURS ARE BASED ON CITY OF SPRINGFIELD DATUM. THE
BENCHMARK USED IS A SQAURE AT THE SOUTHEAST CORNER OF
AT THE TOP BACK OF CURB OF TAMARACK AND QUINAL T STREETS.
THE ELEVATION OF SAID SQUARE IS 428.17.
THE METRO PLAN DESIGNATION FOR THIS PROPERTY AND ALL
ADJACENT PROPERTIES IS LOW DENSITY RESIDENTIAL. THIS PROPERTY
AND ALL ADJACENT PROPERTIES ARE ZONED LOR (LOW DENSITY RESIDENTIAL).
NO WATERCOURSES EXIST ON THE SITE.
THIS SITE IS OUTSIDE THE .30- YR TIME OF TRAVEL ZONE AS
SHOWN ON THE WELLHEAD PROTECTION AREAS MAP.
ACCORDING TO THE SCS SOIL SURVEY OF LANE COUNTY SOILS ON
THIS SITE ARE ENTIRELY OXLEY URBAN LAND COMPLEX (101)
THE SCS SURVEY LISTS THESE SOILS AS HAVING A PERCHED WATER
TABLE 0.5 TO 1.5 FEET DEEP, BUT FIELD INVESTIGATION HAS SHOWN
THAT THE WATER TABLE IS GREATER THAN 6 FEET DEEP.
7. THE SITE IS NOT LOCATED WITHIN THE mO-YEAR FLOOD HAZARD AREA.
8. STORM DISPOSAL FOR EACH LOT WILL EITHER BE TO THE STREET
OR TO DRYWELLS (BUILDINGS ONLY) IF SOILS ARE CONDUCIVE.
LOTS WILL DRAIN TO THE PUBLIC STREET THROUGH. WEEP HOLES IN THE
CURB TO BE INSTALLED WITH CONSTRUCTION OF DRIVEWAYS FOR HOMES.
AN. ON-SITE PERCOLATION TEST SHALL BE REQUIRED IF DRYWELLS ARE USED.
9. ALL NECESSARY PUBLIC IMPROVEMENTS (STORM, SANITARY, WATER, CUR~S,
AND SIDEWALKS) WILL BE CONSTRUCTED ALONG THE ENTIRE FRONTAGE .
OF THIS SITE.
10. NO STRUCTURES EXIST ON THE PROPERTY.
11. SANITARY SEWER CONNECTIONS WILL BE MADE IN CONJUNTION WITH BUILDING
PERMITS FOR EACH LOT.
12. NO OFFSITE SHEET FLOW OF STORM WATER RUNOFF RUNS ACROSS THIS SITE.
Bur
l. .3.
i
4.
5.
6.
STORM OUTFALL /
Fl. EL-418.68 .
OWNER.
;01
101
i lOr
it0
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17 03 27 32 \89' I ~i-
TL 200 _....-.-----r4L'
. _ ~ ~.~_."--~'-46l-.----" i
~ _... ~ _---.......... "'--.. I I
~ ~.-3- \1 . _..-._~~' ....~ ... ."
.--, il.-""""-"'- ~~"": \ ( I
......' -' .-..--"'---'. ;'7 /-") I I
~._~.::::: ,,-..- ',,_..--~;.~r-~'0i ~;::~~:=:-=::: :/,J I I _ _ _ _
-.1-.: _-".-.t-\~1,__- -<.tf..,..::.. ___ ~~ <"'1'"'1
- _..._~. .".___---.- c1\ - ....- - - \ I ·
.w,,~ ~~':- - --- -. i j % ~
_--GI;T~<.. Lb~ 3 \
10' PUE --=< - L 0 T2 7 ,5~0! SF
) LOT I 8,151 SF !!-----
_<::~. >9,648 SF __'-: ---r I ~.
-- --~: --~- ~ !I~!~-
r;{jl~ )=..~~r', cJf~~~r;\ ; I ~
~~_ ~ A'V::> : I) i ~ EX UG 4';0. 35,l
/\ -A _IU/4. SAN sovcs POWE
EX SAN MH / ~
RIM 4355 ~ __ ! CLEANOUTS"- <?6
Fl OUT 429.6 (S)-=-- 'j .-.1I.t>.\ "'-,
FL N 429.8 (NE) Jd~ '8' '::)1'\1"
EX 5' CURBSIDE /~- SY
SIDEWALK I ..) . ..... .' ::~:'
------r --t-. ... ..... .:.::.:'.f: . /'::':: .' K EXIST. SAN. SNR. CLEANOUT
\ ":~=--:=::.:::::. _.~.~:tS::' . .:.; '/>--- <.A ~o\ ,./_J, _ ~ ~oti ~ ~~~ SAN. SWR.
I _""'~'" :;"''':''''. , me -. L..-..\ - - I ~.. .
\ \ ,,\ _....:<".7..:(. .~.. ''In ,f::; fOG'l. .... --< . ,., 0 ; I VI/' "\t FL . 431.28
\ ~'i. \ \ o'J'N \ \ -'-.. >::;:-.::~;;;' ~ o'J~'( W ~. \ ~ '4'\. ;zll I' l.t) ............ <'l..*:-
\ t)'J~'( \~\ ;.'!'!5'~~;<l. -0 ~ t2- cii __... ~ ~ ~ ~ '. ~~-:<y,~, I I .' . / .>~ -........ ~~T&.~IC~TE <)~-
~~.... ...../.:..~:.- % ':I>: ro-Y, 'ij 0 (J) ..,.,.-:'!':,., ~.:.~.... ....~ I .;:' r.::. f)/, - ,
__r.:-:::,.~:~:~:";i,~.::., ,.' ill \ \ ___~ ~\ ;, _"C'~....:~r.!J.f. . .:'.' " !~...:;;.... ~ ..... !'" .;.:;:.:........ . (./$ ~ ~ ~~pDlvs~.fo,us ~
~;:;;J,r~"~ ....b.. 'll1N\Jl1... \,~...__........_:~<>..' ~-rt.,. ~_......:...:.. I ..EX--2sl'4Z/~.......~.iW!~..... J "';12u~U!!~ . ()) ~~ ~.O' R/W RA~US ~\j
Q'<11N A.l.!. . <>,.__?~~===-- -;i;y.i C WI ~~UGfIT.~t..... . 861UGw,.'OD'FY) he! ~:~~1- .411
Sf'(' V ~ 'l~ ~~ tN~I'< TO RBMIN <i. 0 il, :z Zmo:: -<0'-
~d.1 'B. J, .,....---0:: 0 . : r. ') , · 8 lP?~r~ J 5- MULTI STEM 5g!<~~~ G "-
~, ...-...---1-- ( - i.:f6~ HAWTHORNE a:l~ClQ-';>; ~
... '~-, I .\\) - I--WI-ClO ~\ .
__., ---r:" \ <e'/.. \ f ! EX PP #60081 Co \ b F i <.: ~~. ~ LOT 8 l ~:~5~~ ~
~, \ o~'/fi \ TL 1101 !;:-!. '\ 0",' LOT 1 7 6,257 SF '-~~:~~~ ~~
. EX HYD ~ LOT S ' LOT 6 1 6,OFO! SF ~W~~~Q.
TL 148 5,550 SF 5,803 S~ .J' ! _I 0\ ~li:i 0
..... I 101 wen
~~ __' 7.0' PRIVATE 1 IlO' 45' r LI.
~L5<5 UTLITY ESMT.1 , . t01 ' fi1 TL 800
<..5 ~ (FOR LOT 6) !: !...../ 6- .1>
EX PP #60080 · ty " 1'" II- <? LO T --:::---9 ' ~
; L - G:1~. i'..1"! : I \,,;:0
. . EX PP *63072 -., ~ fV)l "'-..i.; 3,861 SF ,I
. EX OH P - . T -15'1-f:J1 ~O_'_ 27/ t., "L t5';221 EKCL. b eMf"- OR12GON c'or;
n' j .... ---i ....." POL~) <0 rl~ .. ~ IJ/\C
, \~. SA~I~ATEl ~ "'13&.-----., .~ 8J.i: OoSJ) ~r
o f ,i 2)" APPLE \ l' PROP'D SWALE
(2) EX 4" SAN. SRVes. 0 1<<> . . 1 1 SEE DETAIL
.. .. WITH Q.EANOUTS lO 1'0 : 244 WILLOW \. THIS SHEET
~ 1'0 l I .
.....;: EKlSTING 14' PUE -..,.J ! .."J,.,2.0' PRIV. ACCESS &.
~......~-----,-_. - ~.- >~ ....., K \ t UTl. EASE.
~ ...'...'130 : I J -... iJ.,- PROP'D 12' AC PA V
~ ~ ~_ . LOT 10 I DRIVEWAY I
..., TL 1001 \ I 1 I ....:J 1,640 SF /
Q~ · /4,510 SF _ r", IN POLE PORTI9-~
~ \ ~I ~ ~ OF FLAG LO]:.
t") \ co 10"/2 STEM ~--- I ~EX GRAVEL ./
(j \ I ~.lt";':' HOLLY DRIVEWA.:t ./
STORM ~NHOLE I _ I'''' \ I ."\. r' 0 ~ r ......
RIM &':434.28" EX HYD 1Z $~~E~f ~. :~~ a.. 11.- /' TWO (2) ... 3" STM PIPES
, FL EL 420.07 " EX PP PRESERVE ~~,. <>, . ; ~I- .- ~ S .. 20%
EX PP I EX i ~ '"I ~r// I I I EX If' ;~~ I 5~\ 'T-'; / . 0
/ I DVWY I 4' aRCH ~$l ( I D~~Y : ~ IDVWyl ~;.?):, tl..ir 175/ T - IT EX 5' CURBSIDE I EX I :s: 1
STORM MANHOlE'........ 1.oH. I~. ../ ~ E~" ~~N: l "i, ~ . ~ ~ ,~ ~ '- ;.) . SIDEWAlK~EX GAS I DVWY I 0 ........
RIM EL.-432.36 ~ . .iEX- ~../ · j..:_--.... '1:'-=-'-:' ~~!'I:'::"~":""'l::"'::l' ...t..:......:::...-:-;;:;r EX OH UTL II " n a:::
_ ._...._.._ -1..___ ~_ {\ n f\ ~ ~..'Z,.,~..._....]U:I. j.)J~_
_ l:'t l=1 .JI"^,,Q '\ I - . . ,---- .. ;. ":" --. ~ .""\---...l.l..~--_.../.'!"'.""_____"t..__..t~_____\ L :~;..::.:..;.~ ;...... :.;'.;':.':':.:::'7;'7:":;:---::,, ;:-!"",::-.-"~""-:-...-::"'7"-;::-",,:"'"':L...,.....,, O~
r;.{ ~~ ... _.. .... ". . .. . 1\..__ -- \l.......,.;"",..;.;. .....sr '" .'" .....",' "",,, ". . .. ." '~,jJ;,,~" ..... .". ".-"'--. .''':L
.. \. ~S~4~ - 7 ~~ ;,;1 - PROP,D 5' SETBACK SIDEWALKY ~ - (":':":-~~~;~-;U;""~I"'="'''' '+~---.;;....~~~.-!.:. <0
E0. 6 '!'.. ~,~P" .\ ... ~ OUT 42779 (S) x a.. N. F A I R V' IE W i S T R E E T ENlA,RGE TO 20' S?
~~~~~ ~~~~ R~8,
fIt""p /? _ I'1/iP /? ~ EX pp
OJ 2;> J2 ~ OJ 2;> Jf ~
--
"BY GULLY BIKEPA TH"
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TL 702
TL 101
:..-.:'~..:.-~.~.:..:. ~":.":' .A:..:" ~.:,,':.~.:.":" ".:..:.~..:...:'~.:..':. '-:.."
13. STREET LIGHTING EXISTS FOR W. QUINAL T AS SHOWN. A STREET LIGHT FOR
F AIRVIEW WILL BE INSTALLED IF REQUIRED.
14. THE PROPOSED DEVELOPMENT SITE CONTAINS 1.83 ACRES (INCLUDING W. QUINAL T).
THE NET DEVELOPMENT DENSITY WILL BE 5.45 UNITS/ACRE.
15. STREET TREES WILL BE PLANTED IN CONJUNCTION WITH INDIVIDUAL LOT
DEVELOPMENT AS SHOWN (8 ON QUINAL T. 1 ON FAIRVIEW).
16. EXISTING POWER IS OVERHEAD ALONG BOTH SIDES OF F AIRVIEW AND UNDERGROUND
ALONG BOTH SIDES OF W. QUINAL T AS SHOWN. PHONE & CATV TO FOLLOW
UG POWER TO W. QUINAL T AND IS OVERHEAD ON F AIRVIEW. EXISTING QUINAL T
UTILITY IMPROVEMENTS (CITY PROJECT #3-093) INCLUDED CONDUIT CROSSINGS
AS FOLLOWS: TWO - 4' CONDUITS (ONLY ONE USED - FOR POWER)
THREE - 2" CONDUITS (ONLY 2 USED. UNUSED ONE IS FOR CATV)
ONE. - 3" CONDUIT (TO BE USED FOR PHONE)
17. EXISTING RIGHT OF WAY DEDICA TION AND PAVING IMPROVEMENTS END
A T THE WESTERLY BOUNDARY OF TAX LOT 3601 FOR WEST QUINAL T
AVENUE, HALF OF A STANDARD CUL-DE-SAC AS SHOWN (CITY PROJECT
# 3-093). THE REMAINDER OF THE CUL-DE-SAC IS TO BE DEDICATED
AND IMPROVED IN THIS SUBDIVISION.
18. ALL TREES ON SITE ARE TO REMAIN UNTIL INDIVIDUAL LOT
DEVELOPMENT. Flt.JAL DE~ERMINATION OF TREEREiviOVAL OR
PRESERVATION SHALL TAKE PLACE WITH PERMITS FOR
HOME CONSTRUCTION, AT THE DISCRETION OF THE OWNER.
19 APPROXIMA TEL Y 3000 CUBIC YARDS OF CUT IFILL ARE PROPOSED
TO COMPLETE THE IMPROVEMENTS ASSOCIATED WITH THIS SUBDIVISION.
TL 700
L=G::ND
--------------------
=~9::~Z~2:I3~:E:2J::
MAP /7 03 27 32
TL 102
- ...
--
STM ·
EX SAN swn
SAN.
TUAN BUI
190 S. 14th STREET
SPRINGFIELD, OR 97477
I
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I
I NOTE:
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t
ENGINEER/SURVEYOR
I'1/1P /?
032?
32
.
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(/)
NEW DRIVEWAY TO LOT 9 IS TO
BE 20' WIDE UNTIL IT INTERSECTS
THE 150.0' RADIUS ARC CENTERED
ON THE FURTHEREST POINT FOR
A FUTURE BUILDING ON THE LOT.
THE FURTHEREST POINT IS BASED
ON THE MINIMUM SETBACKS.
EASEMENT WIDENS TO 27' AT STREET.
-
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POAGE ENGINEERING & SURVEYING, INC.
990 OBIE. STREET
EUGENE, OR 97402
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1
SOLAR ACCESS
TL 147
LOTS 1-8 OF THIS SUBDIVISION COMPLY WITH THE SOLAR
ACCESS STANDARDS OF SDC SECTION 35.010(3)(b )(1) HAVING
A NORTH-SOUTH DIMENSION OF 90 FEET OR MOR~ AND
HA VING A FRONT LOT LINE ORIENTED WITHIN .30 DEGREES
OF THE TRUE EAST-WEST AXIS. LOTS 9 & 10 DO NOT.
TL 1102
LEGAL DESCRIPTION
TL 700
REFER TO THE PRELIMINARY TITLE REPORT
SUBMITTED AS PART OF THIS APPLICATION.
TL 146
TL 600
V ARIES, 6.0' MAX
VARES
VARES
EX 6" W
<:
::;.
~ 3~ to E){T'G
~OE:xrIG
~ <{
'I :2
j I
r
\
SIT:: -
",NO SCALE",
EXISTING CURBSIDE SIDEWALK
PROPOSED CURBSIDE SIDEWALK
SUBJECT PROPERTY BOUNDARY
PROPOSED PROPERTY LINE
EXISTING STORM (SIZE AS SHOWN)
PROPOSED SW ALE
PROPOSED STORM plP~ (S!ZE AS SHOWN)
EXISTING SANITARY (SIZE AS SHOWN)
PROPOSED SANITARY (SIZE AS SHOWN)
EXISTING OVERHEAD POWER (OH P)
EXISTING UNDERGROUND (UG) POWER
EXISTING WATERLINE (SIZE AS SHOWN)
PROPOSED PUBLIC WATER LINE
PROPOSED WATER METER
EXISTING FIRE HYDRANT
EXISTING PP W / STREET LIGHT
EXISTING TREE AS NOTED (SEE NOTES).
PROPOSED STREET TREE (9 @ 2" CALIPER
FROM CITY APPROVED STREET TREE LIST)
SHADOW OF POSSIBLE FUTURE HOUSE ON
LOT 9. SHOWN TO DETERMINE COMPLIANCE
WITH APPLICABLE FIRE CODES.
EX HYD
.r
,
\
COMPACTED 3/4"-0'
CRUSHED ROCK - 12'
OUTSIDE OF PAVING
3
$!
REGISTERED
PROFESSIONAL
LAND SURVEYOR
)~
SUR VEYING,
INC.
l-.-~.-f...: 3_?~
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~~. , ..,. ~~"'..-,.~~~
OREGON
JUL Y 13. 1984
JONA THAN A. OAKES
, ~05 ,
EXPIRES: DECEMBER 31. 2006
v
POAGE ENGINEERING &
LOT 9 - GRASSY SWALE
CROSS SECTION
NO SCALE
P.O. BOX 2527 * EUGENE. OR 97402 it (541) 485-4505
JOB No. 3464, OWN. BY CON OA TE: 6/7/06
CADD FILE = 3464TEN1.GCD COGO FilE = 3464
REV: 8-22-06
-\ Ie. Upv'
~~
EXPIRES:
06-30-2007j
SOB 200~-Dc.o55
6u..h~~
./ ~ f3~
~
~~
ASSESSOR'S MAP 17-03-27 -31 TAX LOT 900. 1000. 3601. & PORTION OF 3600
(
GRADING'
P A V IN G
FOR
TUAN
ASSESSOR'S MAP 17 03 27
SPRINGFIELD, LANE COUNTY,
JUNE 2006
&
PLAN
\
GENERAL NOTES
Bur
1. ALL BOUNDARY AND LOT DIMENSIONS ARE APPROXIMATE.
2. CONTOURS ARE BASED ON CITY OF SPRINGFIELD DATUM. THE
BENCHMARK USED IS A SQAURE AT THE SOUTHEAST CORNER OF
A T THE TOP BACK OF CURB OF TAMARACK AND QUINAL T STREETS.
THE ELEVATION OF SAID SQUARE IS 428.17.
3. NO WATERCOURSES EXIST ON THE SITE.
4. ACCORDING TO THE SCS SOIL SURVEY OF LANE COUNTY( SOILS ON
THIS SITE ARE ENTIRELY OXLEY URBAN LAND COMPLEX 101)
THE DEPTH TO THE HIGH WATER TABLE IS GREATER THAN 6 FEET.
5. THE SITE IS NOT lOCATED WITHIN THE 100- YEAR FLOOD HAZARD AREA.
6. STORM DISPOSAL FOR EACH LOT WILL EITHER BE TO THE STREET
OR TO DRYWELLS (BUILDINGS ONLY) IF SOILS ARE CONDUCIVE.
LOTS WILL DRAIN TO THE PUBLIC StREET THROUGH WEEP HOLES IN THE
CURB TO BE INSTALLED WITH CONSTRUCTION OF DRIVEWAYS FOR HOMES.
AN ON-SITE PERCOLATION TEST SHALL BE REQUIRED IF DRYWELLS ARE USED.
7. ALL NECESSARY PUBLIC IMPROVEMENTS (STORM, SANITARY, WATER, CURBS,
AND SIDEWALKS) WILL BE CONSTRUCTED ALONG THE ENTIRE FRONT AGE
OF THIS SITE.
8. NO STRUCTURES EXIST ON THE PROPERTY.
9. NO OFFSITE SHEET FLOW OF STORM WATER RUNOFF RUNS ACROSS THIS SITE.
10. EXISTING RIGHT OF WAY DEDICATION AND PAVING IMPROVEMENTS END
A T THE WESTERLY BOUNDARY OF TAX LOT 3601 FOR WEST QUINAL T
AVENUE, HALF OF A STANDARD CUL-DE-SAC AS SHOWN (CITY PROJECT
# 3-093). THE REMAINDER OF THE CUL-DE-SAC IS TO BE DEDICATED
AND IMPROVED IN THIS SUBDIVISION,
11. APPROXIMA TEL Y 3000 CUBIC YARDS OF CUT IFILL ARE PROPOSED
TO COMPLETE THE . IMPROVEMENTS ASSOCIATED WITH THIS SUBDIVISION.
31
OREGON
L=GEND
--------------------
::~~S~1~23r2=:~:~~~:
;,,,:." .:.":.. -;...:. .-;..:".'O =..:. .-;. ..:. .; .:. .; .:. ..; .:.. .-; 0.:- ~.;...
EXISTING CURBSIDE SIDEWALK
PROPOSED CURBSIDE SIDEWALK
SUBJECT PROPERTY BOUNDARY
,.:::;
~
;01
..0,
. (()'
1'0!
, --,!
17 03 27 32 189' ! ~i ~ .4T~ U~S--
TL 200 ~"'''---r4Y 440.5 . NSM\S~\QtL--
~ ~~.~-_..: ~-=_,_-::5.ft~.-::::.= ---.., I ~ _ -440--. CL ??l?:L3~ ~
~ ~ -.---- '.J 'I, ===--
..,/" f-- -- -...-.-.--.-.-'} r. : f __ - ~ -
_...-:::~ :.::__...._...-.=:~-:Ai ::::::::;::::::::::::.~..../ 1 i _ _ _ - -: (A~
...J.. -- ,-.-.-.- Ll A 4"'-- 1.<<? .~-- --+. - .
-~ .:- .--" ,-{ ----. ~ t-:--t._ - -, rn
440.0 ~:::~A0~ - ..:- - - - - I i ~ ~: TL 701
~ : m
__ - -EXi;TINGJ LOT 3 ~
10' PUE \- LOT 2 7,Sk501 SF
LOT I 8,151 SF i t--:- ----
9,648 SF ----t . N
- ---: i',! L.()
~~..--_ -- N--- ~ i. r -
-- .! . I ()).
---- . t 8,0! 0
(; >;: ~ 1:1 ~
I~ ~ ~) ~
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I'? I i ~
X. t l<\i
_AA'JJ : W ("''- 43?-5'- .pS';
TL 1100 / "-, ~ / ....:;~~l.:.::.,~:;. t&.
; " 06 . ,'::':~ I I ":":."
43G.0 : / X~~.:.: .-.-'. I 1 "':.
EX 5' CURBSIDE ........~. ../ ' ___''''' -. .,::' . /_. I \. ~":
TL 101 SIDEWALK ...././~ I . =- ---5~ . ......::~::.~/:. I Ii! \ '~;:.
-=-::::=~=~~ :r.~.~;~~::..~.::.::.::...:.:::.::..:~..::..:. ." _.// _ '; I 15~:
\ -~---"'_..-_. ~~':1~~-':'-: / :;.....-- ~ (.' --- r i '.~
\ ~ \ _...-:-:~:;:::" .~;w:~.. v' .:--< I II .~)~.............
\ ~'{ \ ~..' .... .... )(,"'{..t:- -." I .' 'I ~
\. O\JlP \ ~~.:::.~.~;::.:..'.,:... ~ '}.__'. ~ \)\J~ .i#- --- '.-1;1& I', i }' kif) ~ &-
~'2::;.::.--< '\ -0 ~ l? Q __ -.- ''\ ~ __~.,.... ......... _. II . ..~.:;>, PAV ~ DEDICATE o~~
\ . '., .... '.. 'Y. ~ 9 U\ b --=::'..,....:<".'....,t';....:...""'" ...... I ....;. ^ _ EAST HALF OF '"
--r-~'~' .:..:......... r"0 <. t!)- \ 0 \. - -~~~..:';..;..... .' ........ .1; ...;.' rJl{S" ....., (/) CUL-DE-SA.C ~
~_::::..._~"~ . \ ~~ ~ \ - ~-"""..J'....". . i ...."' } ...... ~ ,~
_<:,""::~::~.T.:,...:~.:::...:.. ., ----\- - ~ ~ {~ ....~~:'..:'::::..:... . !A71 "'':::'':':':':''r'':;'~:::'' V i.?) ~ 35' PAV RADIUS ~
...::z:r...:.....:~ ___ - \. "~-r'1- ,;x: ....... I f-t I i ~w 46.0' RIW RADIUS x:-v
--- ---Ei 18* s .. ~---:~ -.t..- 40--- :S6'~ m >-$ (/) >:)
~ 't ~ '1 ~ - -- - .~--=--~-~/ ~~~ J g I I ~~~~~ffi "'.-049
Q'C'11N ~ 'L - --- ~ y\(J> -;::::::.-"'fr--.... 4"'-/ 0 - I . 0 I i g~ <~~~ ~v
rt" V ~ (/')1 <tt _......"'t _!I .J'C. 'l--fQ....oo ~\ .
'(...1'11 S ). : I ..,..; '\..--- \ STORM MANHOLE \ -1! (0 LOT 8, ~;o~~<>- ~~
~'1 P /. \ 'i;.'/.. \ RIM a.-438,4 Co \,., ~ i ()) UI-<sm~6;~ ~-
~----.... {J ,I \ \)\J~'( \ FL EL-42S.9 TL 1101 N LOT I 7 6,257 SF '-~~o::oo* ~-
~- 'F \ \ \ I 0 w(/)~c:t:
--- '\ I. \ 6 0 ')0 ! SF .Jzeo 0::3:; Q.
-- -- ---- " I I. RM EL.-4.27.7 ~ LOT cl LOT 6' , .- I i <llio~o
EX em: ..FL. EL...425 TL 148 J \ I I; ~i!I-~
t tl 5,550 SF 5,803 SF\ I \ffieo
; ~~ __ 7.0' PRlVA1E I . S: 43'1.5....... ~ W TL 800
:. a m'GS () UTlUTY ESMT., 1'0 I 15' + w
, t I : V5 (j to(S (FOR LOT 6) t I--'! ~6 ~ -==--- .t:>-
v.. : I\A ~~a; ~ " I ~.!l 41)T 9 ~I .t?:
I I l.-1p I,> . ~ "I
, I 1/ 01'> 438.0 -- _.- , .... I "-.; ,861 f:F ,. I
I ~ I : v 2/ "~ . --45'~-1._. 40' 27' ."'1 . ,221 E CL. 0 a Of(I2GQ
U : J,2 .-, f" .. 112' -- _...)tr. -f"-,'-. P.OL} ~ \ rAWi" Sp~ ~Rf2
-< : 438.5 I, ''1J. . ~ . ~..-~~, ..L.. Oos)) ~Dt1Nr I
I' -<~ I ' · i S -- 1" ""PROP'D SWALE /
: TL 147 0 · Co! l \ I S. -1.0%, SEE DETAIL /
I g 1'01 I \" THIS SHEET /
I ~ I 1'0 I ; . I
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I I W ~ TL 1001 ."", I i ~. 1,640 SF /
" i : (J) \ ,! 4,5/0 SF _ t " IN POLE PORTIgN"
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: RIM EL-~4.28" 435.5~\. I r"IEr ,. 437;9.....- TWO (2) - 3" STM PIPES
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FL. EL.':'418.68
"BY GULL Y BIKEP A TH"
· PROPOSED PROPERTY LINE
..:
EXISTING STORM (SIZE AS SHOWN)
PROPOSED SW ALE
STM
PROPOSED STORM PIPE (SIZE AS SHOWN)
....
EXISTING & PROPOSED DRAINAGE DIRECTION
43't.5
PROPOSED FINISHED GRADE
EX CB
RIM EL.-427.6
FL a,-425
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LOT 4
9,381 SF :/
OWNER
TL 702
TUAN BUI
190 S. 14 th STREET
SPRINGFIELD, OR 97477
TL 700
ENGINEER/SURVEYOR
I
.
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PROP'D 5' CURBSIDE SIDEWALK
POAGE ENGINEERING & SURVEYING, INC.
990 OBIE STREET
EUGENE, OR 97402
MAP 17 03 27 32
4MH STORM INlET
RIM EL.-428.21
FL EL.-424.94
(CITY AS-BUll TS
VERIFY>
TL 102
~
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I
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I
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NEW DRIVEWAY TO LOT 9 IS TO
BE 20' WIDE UNTIL IT INTERSECTS
THE 150.0' RADIUS ARC CENTERED
ON THE FURTHEREST POINT FOR
A FUTURE BUILDING ON THE LOT.
THE FURTHEREST POINT IS BASED
ON THE MINIMUM SETBACKS.
EASEMENT WIDENS TO 27' AT STREET.
V ARIES. 6.0' MAX
VAAES
V~S
PLANT SWALE WITH "T'G
APPROVED GRASS MIX ~ ~i TO E^
~'f.., ~ ~o 8<r'G
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COMPACTED 3/4'-0"
CRUSHED ROCK - 12'
OUTSIDE OF PAVING
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LOT 10 - GRASSY SWALE
CROSS SECTION
NO SCALE
TL 600
POAGE ENGINEERING
&
SURVEYING,
INC.
TL 1301
TL 1400
ASSESSOR'S MAP 17-03-27-31 TAX LOT 900, 1000, 3601. & PORTION OF 3600
P.O. BOX 2527 * EUGENE, OR 97402 * {541} 485.4505
JOB No. 3464, OWN. BY CON DA TE: 6/7/06
CAOO FILE = 3464GR01.GCD COGO FILE = 3464
REV: 8-22-06
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EXPIRES: 06"30-2007~
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FOR
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ASSESSOR'S MAP 17 03
JUL Y 21, 2006
EXISTING CURBSIDE SIDEWALK
SUBJECT PROPERTY BOUNDARY
EXISTING STORM (SIZE AS SHOWN)
EXISTING SANITARY (SIZE AS SHOWN)
EXISTING OVERHEAD POWER (OH P)
EXISTING UNDERGROUND (UG) POWER
EXISTING WA TERLlNE (SIZE AS SHOWN)
EXISTING FIRE HYDRANT
STORM OUTFA~I~
FL. EL. -418.68
"BY GULL Y BIKE PATH"
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EXISTING POWER POLE WITH STREET LIGHT
EXISTING TREE (SEE NOTES)
EXISTING HEDGE (SEE NOTES)
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POAGE ENGINEERING & SURVEYING, INC.
P.O. BOX 2527 · EUGENE, OR 97402 * (541) 485..4505
JOB No. 3464, OWN. BY MJK DA TE: 03/10106
CAOD FILE = 3464EXT2.GCO
~ ASSESSOR'S MAP 17-03-27-31 TAX LOT 900.. /000. .3601. .& PORTION OF 3600
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",NO SCALEI'I
NOTES:
SITE IS NOT WITHIN ANY 100 YEAR FLOOD HAZARD AREA,
NO STREET LIGHTS EXIST ON FAIRVIEW,
NO STRUCTURES EXIST ON THE SITE.
ON-SITE SOILS CONSIST ENTIRELY OF OXLEY-URBAN LAND COMPLEX
(101) AS MAPPED IN THE SCS SOIL SURVEY OF LANE COUNTY,
THE DEPTH TO THE WATER TABLE IS GREATER THAN 6 FEET.
ALL TREES ON SITE ARE TO REMAIN UNTIL INDIVIDUAL LOT
DEVELOPMENT.. FINAL. DETERMINATION OF TRi::E REMOVAL OR
PRESERV A TION SHALL TAKE PLACE WITH PERMITS FOR HOt1E
CONSTRUCTION.
EXISTING HEDGES ON SITE ARE PROPOSED TO REMAIN BUT MAY
BE REMOVED AT THE OWNERS DISCRETION.
EXISTING POWER IS OVERHEAD ALONG BOTH SIDES OF FAIRVIEW AND UNDERGROUND
ALONG BOTH SIDES OF W. QUINAL T AS SHOWN. PHONE & CATV TO FOLLOW
UG POWER TO W, QUINAl T AND IS OVERHEAD ON F AIRVIEW, EXISTING QUINAl T
UTILITY IMPROVEMENTS (CITY PROJECT #3-093) INCLUDED CONDUIT CROSSINGS
AS FOllOWS: TWO - 4' CONDUITS (ONLY ONE USED - FOR POWER)
THREE - 2" CONDUITS (ONLY 2 USED, UNUSED ONE IS FOR CA TV)
ONE - 3" CONDUIT (TO BE USED FOR PHONE)
TL 600
EXPIRES: 06-30"2007
EX HYD
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EX
OWlY
TL 1601
TL 1500
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