HomeMy WebLinkAboutPlan, Tentative APPLICANT 7/24/2006
SIT= ASSESSMEN- OF EXISflNG CONDT 0\18
FOR
TUAN BU :lj
ASS =SSO~'S "'AP 17; 03 27 31
JU~ Y 21, 2006
o
o
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17 03 27 32 ~
~~..??_.~:~~=~--~~ - -~;::J clJf~l3~N~~\Qt0)B~
-.' / .....: ) -- - A<;j) -
-j:2~~~'- -- - y- - r- - ~ ~ - -: (ATL 701
~- t m
-- - EXISTING! I ~
10' PUE '-6J>o
(
L=G=ND
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 WATERLINE (SIZE AS SHOWN)
f EXISTING FIRE HYDRANT
~ EXISTING POWER POLE WITH STREET LIGHT
STORM OUTFAL~
FL. El.-418.68
"BY GULLY BIKE PATH"
- '20' APPLE ·
1Tf ,'1.! 'b lIT ~
J~lit~ d
III 24'WILLOW HI .
l.l[ 0 ' "I
II \ 0 'IT
I"~ <.0
~~II /'0 'I
W(I) TL 1001 I ~ -1il'"
~ t,,,~O'~mEM ~~ ~I
~~p~~.~~~~~E I EX HYD IrV;;~~~' ~~ 'm,
FL, EL,-420,07 "\ EX pp a ;.".:... /.:':..'~. .0,.... WILLOW ~o III
~ I / -': In \"v.:x. II
STORM MANHOLE EX PP EX .; r EX EX .~; r.;;~~..::.;'.;:' . .,.... " . '. .. w ~ rr EX 5' CURBSIDE
~_~::~lg~~ EX ~~;.w~;" ~ ~~~ EX GAS _:: \~r~\~::]- J~I EX ;~~~~~k oq~y ~ ~
EX O~ll~ PP~4'y ~XSAN_~:.;t~c_,~!,<__:~\I:~V~,~~_,~~~~-E ~:~~l:MAIN~~~l-:: i :~;":"..'.'.'.".".' ._:X 6" .~-==,.
EX EX 'J--' "EX 5' CURBSIDE - ""..:...... ....~'.EX -. - ~ - EX
DVWY DVWYDV~Y SIDEWALK EX EX . D.VWY DVWY
T 145 ~. DVWY )VWY
L TL 3500., TL 1200 N TL 1301 TL /400 TL 1601
f1/ip f1-1P 0 EX PP TL 1500
I? 03 - _ I? 03 N
27 32 <7 31 ~
EXISTING TREE (SEE NOTES)
I======--::::i:! EXISTING HEDGE (SEE NOTES)
---
---
---"
--
---
--- ~ ~
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MAP 17 03 27 32
TL 101
TL 102
TL 103
---
I
---'
'1 f\
: EX PP #60081
TL 1101
IS' MULTI STEM
HAWTHORNE
I
I
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I
,
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.
.
EX PP *60080 !
) EX PP *.63072 ----iff'"-...
." . . EX OH P - , .
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TL 148
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.. J EXISTING 14' PUE
"'"
TL 147
.~..
SCALE
50'
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TL 1102
o /020
50
TL 146
JOO
SCALE IS IN FEET
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--- . .-.
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~I
~ \ /"'.. ;;S~EXY
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~ ~I. ~ ~ ffi tn S T E
~ ~ NANCY ~
I lOCHA VEN
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TL 702
TL 700
vie NTIY '1A:>
"'NO SCALE",
NOTES:
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UJ S
SITE IS NOT WITHIN ANY 100 YEAR FLOOD HAZARD AREA.
NO STREET liGHTS EXIST ON FAIR VIEW.
NO STRUCTURES EXIST ON THE SITE.
ON-SITE SOILS CONSIST ENTIRELY OF OXLEY -URBAN LAND COMPLEX
(lOI) 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
DEVEtt)PMEl'tT;'b"""Fif\tf{t:'~"DEcfcRMIN1\Tl()N."".OF~"YTREEfREMeVAt:"'eR"
PRESERV A TION SHALL TAKE PLACE WITH PERMITS FOR HOME
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 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 #3-09.3) INCLUDED CONDUIT CROSSINGS
AS FOLLOWS: TWO - 4 I CONDUITS (ONLY ONE USED - FOR POWER)
THREE - 2" CONDUITS (ONl Y 2 USED, UNUSED ONE IS FOR CATV)
ONE - 3" CONDUIT (TO BE USED FOR PHONE)
#-
<<.~
p.fv
N . ....-:: '-"_..;.-..;,,,.~....
0~
6
~~.
~~
:\
.t:>
~
\
TL 800
TL 700
TL 600
EXPIRES: 06-30-2007'
EX HYD
:.1, ~...
POAGE ENGINEERING & SURVEYING, INC.
P.O. BOX 2527 * EUGENE, OR 97402 · (541) 485.4505
JOB No. 3464, DWN. BY MJK DA TE: 03/10106
CADD FILE = 3464EXT2.GCD
"- ASSESSOR'S MAP 17-03-27-31 TAX LOT 900, 1000, 3601. & PORTION OF .3600
PILE:WO(P~0007/. ,/
-ri:<LVl BU-A. / y1;lr c.h.A e1 J/ tJLi ser
7. 2L/-. C>~
(
TENT A TIVE
PLAN
S UBDIVISIO~1
FOR
T U A JA1
ASSESSOR fS MAP 17 03 27 31
SPRINGlFIELD; LANE COUNTY; OREGON
JUNE 2()J(()f6
GENERAL NOTES
BUff
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.
3. 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).
4. NO WATERCOURSES EXIST ON THE SITE.
5. THIS SITE IS OUTSIDE THE 30- YR TIME OF TRAVEL ZONE AS
SHOWN ON THE WELLHEAD PROTECTION AREAS MAP.
6. 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 PERCHE'D 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 100-YEAR FLOOD HAZARD AREA.
8. STORM DISPOSAL FOR EACH LOT WILL EITHER BE TO THE STREET
OR TO DRY WELLS (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.
9. ALL NECESSARY PUBLIC IMPROVEMENTS (STORM. SANITARY. WATER, CURBS,
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.
STORM OUTFALL /
FL. EL. -418.68
/~
~~r/
'.I""'~
SCALE
I" ::: 50'
0,
o
<.0'
1"):
~ -
7 3 27 \89' I-C' ....~ r::
I 0 32 .--:...., 47' ~ S\ON \jNc.:-..-
TL 200 .._ ~.''''~'451 I \Rf\N~- ~,.
~p;-~ .' ~. . . -440-- Cl o?&L__"
~~~r~ S\" '.' _::-!--
/J - A:A~~ __ _ ~_ _ -- - -- - ~ --:-rAA\b-
___- - ,<f) V'
~-- ___-... --- ; , ~ Q: TL 701
-EX/;T;,] LOT 3 ~
10' PUE I-LOT I LOT 2 7 ,~60 SF __
9 ,648 SF 8 ,151 SF ----t ~ '
----_ If)
.-- co
--C\J' ~
())
"BY GULLY BIKEPATH"
--
MAP 17 03 27 32
TL 700
hi
~l
--
LOT 4
9 ,381 SF I
1/
TL 702
o 0: 0
o I.Ot 0
Q /'01 ())
...J -1, ...J
I- I- I-
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 F AIR VIEW).
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 FAIRVIEW. 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) TL 102 EXIST. SAN. SWR. CLEANOUT
\ REPLACE WiTH NEW SAN. SWR.
17. ~~ISl~~GWR~~~~R~~~~~Ng~~I$AJfO~~Nrttj~ ~6~Wl~TE~TU1N~~~ \ O'J'lI'f\ "~rrf(Si::';;"-' ~::.- ~ O'J'lI'{ j..;;? ~:- @: ..::?' ~OL~AV &DE(]CATE ~
A VENUE, HALF OF A STANDARD CUL -DE -SAC AS SHOWN (CITY PROJECT ~:'"' -'S(~~:, -0 ~ ':' ~ --- ... ,~-rrtCl .....~. . :-r;1'1;" ", I .: '.' EAST HALF OF q ~
# 3-093). THE REMAINDER OF THE CUL-DE-SAC IS TO BE DEDICATED -r-~~-~"'l"li. . __~:- . O~-<r ' ~~,., ..r.:,~c-- ~~. 'I X:, '~':2" ~. 4~~6,.LO~~:AR~AlUDTus ,#
AND IMPROVED IN THIS SUBDIVISION. . ~ -.--: ---..., ~ ~ '1 lP}..~ V '- , ~ ~ _', -e " . J~:'!l.';:'::~' ........ .. I ~"I~ .: ':::'. ....;.:~:.,.. CURB A-.. " '
18. ALL TREES ON SITE ARE TO REMAIN UNTIL INDIVIDUAL LOT "",-- '1 ~ ~ '..;....-~... - /' . E pp. l1I" 6.: CUT (M VJ
~~€~V~f~~ s~E f~~t'Wi!*:~ifHf~~~.L QIi.- "'-~---.---'~~ , ,~~- ,-- ;--_ ~.':',::;: - ;"..:::;.,-~ <, :";~"IT -t-"-,- --7"'11 W~ --GT"ldGh' 0 ~X UG tOIFY) \D"i'-~' '--':y.4Y
HOME CONSTRUCTION, AT THE DISCRETION OF THE OWNER ~ i. S '\\: _ _ _ ,.,.::::: i::i<: 5 ' . T "\ O~: ~W~ TO REI'!AiN 8 <~1;;("5~:~~~b~Jr . ~~ ~I-~ t' ~ "t'-G~
19 APPROXIMATELY 3000 CUBIC YARDS OF CUT/FILL ARE PROPOSED ~r--~~:~\ .'.E 'X pp "'"60081 ~ :''', .~t'.'\' .. LOT 8 \' ~o;::;::::~e:::!*lo ~~~
TO COMPLETE THE IMPROVEMENTS ASSOCIATED WITH THIS SUBDIVISION. __ -~" ... Co <:> I- ""~.:,.:;F:':: ~ ~.....:..... ::-..~
.. \ o\j~'{ \ TL 1101 ~ \\.~.<)) LOT' 7 6 ,257 SF ~~~~g: ~~
OWNER EX HY6 ~ $~ ~1-
~ LOT 5 LOT e/ 6 ,020: SF ffi:~~
i~OA~. ~~th STREET TL 148 5 ,550 SF1". 5 ,803 SR.. 1,\. !~i~
SPRINGFIELD, OR 97477 7.0' PRIVATE w:f:OCO
- ,- UTILITY ESM"'LI 45/.t> gtuffi@
EX PP #60080 I &S1JBELEC .t> &:~~
ENGINEER/SURVEYOR . I'1l1p 1/ ) EX PP *63072 -... I., - EASE. fJ, LOT 9 $ ~~~~
POAGE ENGINEERING & SURVEYING, INC. ~ (n 03 2/' II>' EX OH P - + ~-j....'~5'- ~-t 40' . 27' (5 ~2~~~~SU) \ ~>..~
990 OBIE STREET (9) < 32 ' , --,' , .,,,. "f "112' .... POLE) <0. w:;:)
EUGENE, OR 97402 <!)
~~ .~ I
~ _ ' 4' SAN (PRIV A TEl . . PROP'D SW ALE
SOLAR ACCESS ~ TL 147 J, (2) EX 4" SAN. SRVCS. 8 I.."~~~~J~~
~ WITH CLEANOUTS ~ 24" WilLOW '., TL 800
LOTS 1-8 OF THIS SUBDIVISION COMPLY WITH THE SOLAR A-? ~.~ ~ ·
ACCESS STANDARDS OF SDC SECTION 35.010(3)(b)(1) HAVING::: e. ~~.....'.:'"='. EXIS,TING 14' Pl?E ~~
A NORTH-SOUTH DIMENSION OF 90 FEET OR MORE AND ~ .-- '"
HA VING A FRONT LOT LINE ORIENTED WITHIN 30 DEGREES ~ (I) 0-
OF THE TRUE EAST -WEST AXIS. LOTS 9 & 10 DO NOT. ~
~ TL 1102 ~ ~ .
~ x~ TL 1001
~ ~.
TL 1100
l-
cy., 2" Gf\S ·
~~O ~ I
PROP'D 5' CURBSIDE SIDEWALK
TL 101
~~ "-"'~"
LEGAL DESCRIPTION
--f ,,\.1..- PROP'D 12' AC P AV
LOT 10 i : DRIVEWAY
4 ,510 SF.. ", - :N6~gL~F PORTION
C\J ~ +!---. OF FLA G LOT
co ____I J ~
10"/2 STEM . EX GRAVEL
STORM MANHOLE Q : ,.:;:..'~l;>,.. HOLLY DRIVEWAY
RIM EL.:434.28 " EX HYD ~Z' S~~~L~i'1 '. "'. ".,,\,~,~~,~~~,:' '~J TWO (2) ~ 3" STM PIPES
FL. EL. 420.07 '\ EX PP PRES81\tC ~, :':""',,121, I' S" 2.0%
, I \ J' / ,\'''',/:,\'':f['''}<". 551 C.~2(tJ J
EX PP I EX i ~ ~ I I I EX I".';~:.:.. ;:,:' ,.- --r.... /
/ I DW/Y I 4' am:;., -. t$ I D~~Y I IDVWYI(). /ir..::.;;-:'" 75' ,;, .-/ EX 5' CURBSIDE I EX I A 3=A
. ../ I . / ' . I , EX GAS I I "}~. '>~;":--8t1 SAN ".,/. SIDEWALK1X GAS I DVWY I 0- .......
STORM MAr\HOlE .- ,{EX-Ql;j~.... '. . . . ~." '.... - .....; ~r, t;' I I'a:::
RIM El,"43~.~.~ \ . _______ ~ ,r-- 4- ..r-~ ..... .'.!' '.\;':"~"':""1""';"':'r":':I;.~:...;,~ "':.; E.X OH UT.ll. ". ....... '.. .. ..... ,1.1'0..
- F..l.....Et....42 J ' . _ ~!"'"'-r !"'" - . ;---J.l.~.---l.\_~---~"--""'~.___~_-L__~..ld::';;;:~,',-,~-:--""::""',,,,,,:---.7:;r...,.-....-:--:-:'..:::""""~.-':'" <::>
4EX_:~" E:OH U~~~1 ~~~~:~_S;~/~_;~_7~~7,_:!~~:~~!~~~_~~_~_~~DT~:~:=L~~~--~~-~~~~~~~~'
I EX I I EX I , EX 1!fJ ~X 5' CURBSIDE I I 'I r .~ EX I
I DVWYI I DVWYI I DVWY I >< SIDEWALK I EX IbEX I DVWY I
, I TL 145 I I TL 3500 ~ TL 1200 ! DVWY! ~Y TL 1301 TL 1400
~ ~ 0 ~w
'lP 1/ I~ IP I. N
03 2? -- '? OJ -
32 2/ 31 ~
TL 700
REFER TO THE PRELIMINARY TITLE REPORT
SUBMITTED AS PART OF THIS APPLICATION.
TL 146
~
I")
V ARIES. 6.0' MAX
...-e:
~.
VARlES
VARiES
::;;:. -
€,X\' G
~o
~~ MAX.3j
" x----=-: TO EXT'G
~ <(
\t~
^
~
m
\
COMPACTED 3/4"-0'
CRUSHED ROC K - 12'
OUTSIDE OF PAVING
v
LOT 10 .. GRASSY SWALE
CROSS SECTION
NO SCALE
PO~GfE fENG~NfE[EA~fNJG & SUf6VlEY~NG~ ~NCo
P,O. raox 2527 * EUGfE~E, (ji[~ 91~02 1t (541) 435..4505
JOB No. 3464, DWN, BY CON lOA TE: 6/7/06
CADO FILE == 3464 rE~tGCiO COGO FILE = 3464
~ ASSESSOR'S MAP 17-03-27-31 TAX LOT 900, 1000, 360/, & PORTION OF 3600
~
>- ~
>- ~ ~
li8ffi f-,-
~ a:: IJ)
H11 NANCY
LOCHAVEN
V CINTIY '1A:>
",NO SCALE....,
LEG=ND
----------------
~.-~----"-:~--":'-~--- EXISTING CURBSIDE SIDEWALK
-' -:. ..;...:.......-' -: ~.'"",,:: .....:.. -.:..,.; :..:......:. ---.. ...:. ..:........
:.':'::.':'..;..:.::..:'::..:'::.':'.':.':'.":.':'.':.':'.':.,:.::~ PROPOSED CURBSIDE SIDEWALK
SUBJECT PROPERTY BOUNDARY
PROPOSED PROPERTY LINE
EXISTING STORM (SIZE AS SHOWN)
PROPOSED SW ALE
PROPOSED STORM PIPE (SIZE AS SHOWN)
EXISTING SANITARY AS SHOWN)
'STM
EX SAN SWR
SAN
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
f EXISTING FIRE HYDRANT
.... EXISTING PP WI STREET LIGHT
EXISTING TREE AS NOTED (SEE NOTES),
O PROPOSED STREET TREE (9 @ 2" CALIPER
FROM CITY APPROVED STREET TREE LIST)
TL 600
EX HYD
EX 6" W
!
/
'"
REGISTERED
PROFESSIONAL
LAND SURVEYOR
-J~~A.QL
OREGON
JUl Y 13. 1984
JONA THAN A. OAKES
'- 2105 /
EXP~E~DECEMBER ~. 2006
eXPIRES: 06-30-2007
PJ2;E.2-DD{p- 0007/ I' 24-. ()~
I ~ ~ jrn1c-tu.e1 JUt-1~
~
/
\
GRADING
FA VING
FOR
l'UAN
ASSESSOR'8 MAP 17 03 27
SPRINGFIELD, LANE COUNTY,
JUNE 2006
&
PLAN
GENERAL NOTES
BUl
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.
7. ALL NECESSARY PUBLIC IMPROVEMENTS (STORM, SANITARY, WATER, CURBS,
AND SIDEWALKS) WILL BE CONSTRUCTED ALONG THE ENTIRE FRONTAGE
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 Bt: 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
_ .=GE \jD
----------------
-:- ';"7'. ~. ,w:- -: ~ ~-:--. .-:". ~'.-. -:-. "':'7' .-:""': ""':'" "":."7' .-=-
- - '-' -- - ...;........... - ~. - -.... - -- - -
EXISTING CURBSIDE SIDEWALK
PROPOSED CURBSIDE SIDEW ALI<
SUBJECT PROPERTY BOUNDARY
PROPOSED PROPERTY LINE
EXISTING STORM (SIZE AS SHOWN)
PROPOSED SW ALE
PROPOSED STORM PIPE (SIZE AS SHOWN)
EXISTING & PROPOSED DRAINAGE DIRECTION
PROPOSED FINISHED GRADE
:...':- ~.:..:.. ::..:" ." :.":" -.:..:. .-:..:": ":..:".. <.':" ~.. :,.:" ~.:..:. ~.. :;.
STORM OUTFALL /
FL. EL..4!8.68
o
o
{Q
f'0
~ -
17 ~~y~:~_c~~~t~~c~ _ =~~:~ ~~~l3~N~~\~\B~
4400~2~r------~-- ~~ :( TL 701
__ - -SXI;T~~? L9T 3 ~
10f PUE LOT I LOT 2 7,5pOI SF ___
9,648 SF 8,/51 SF ----t. ~
----= !:O
-- co
~
"BY GULLY BIKEP A TH'
- ...
, STM
501
-
43t.5
OWNER
),~ ---~
-- -r -I ~
I 4
. t;.
- I
~I
TUAN BUI
190 S. 14th STREET
SPRINGFIELD, OR 97477
o 0: 0
o <.0; 0
o f'0i 0>
~ -.J: ~
I- I-i I-
TL 702
LOT 41
9.381 SF :
I
I
--
ENGINEER/SURVEY OR
TL 700
. (0 ,
~. i ~
.W ~~I
_AAq! I 4372-~ - ~
TL 1100 4';2.1' 0 I .g:~ ~:.::?t.~':~:';":::'I;:'::':'::'i~:;:::...:::.. ~,.
./"0. B / ::.... , .' I, I ';.
EX 5' CURBSIDE /"'~ fl ./ .:::~.: /' : : \\~.:,:
SIDEWALK ..,/ ", ..\ S~ . ,..?::./. / : \ "-:~"
TL 101 . /'...+ .. ..~... . ,";'..::;':':':'::'" . :' 1: ~::: 438.5
"'" .'. :.:...;.<::~.~"'..- ,/ --+ - :::.
. " ~-. .,.. ~;.,,--- 0> . - . ... I: I:'
I -'-It'. . l.i.r' / '0 _ ___, :; ~
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--- STORM MAI\'HOlE - c.,~ - '0:>- r- PROP'D 5' SETBACK SIDEyiALK~ - - ----=----:"".=--- *:-----..;......... <0 .........-.---.,;.,;;.....;.-...-----_____________________
-- RIM EL.-432.36~ ~> N ~ i:-> /-
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I, ......... EX CB IOVWYI I DVWYI x I DVWY I SIDEWALK: D~~Y : b~~yl I DVWY I
:' J I I TL 145 I I W TL 3500 TL 1200 I I N TL 1301
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POAGE ENGINEERING & SURVEYING, INC.
990 OBIE STREET
EUGENE. OR 97402
PROP'D 5' CURBSIDE SIDEWALK
MAP 17 03 27 32
4MH STORM I~I\..ET
RM EL.-428.21
FL. El.-424.94
(CITY AS-BUtTS
VERIFY)
V ARIES, 6.0' MAX
-::
VARIES
VARES
><=:
:>
PLANT SW ALE WITH
APPROVED GRASS MIX
~p.,'b .~
MAX :\:\ \'0 EX\,'G
~
. 1\ x~ TO tXT'G
l::;! <(
\.f:;;E
1\
~
\
COMPACTED 3/4.-0.
CRUSHED ROCK - 12'
OUTSIDE OF PAVING
~
TL 700
\1
TL 600
LOT 10 - GRASSY SWALE
CROSS SEe nON
NO SCALE
TL 1400
POAGE ENGINEERING &
SURVEYING, INC.
P/Zc:200fp- 0007/
T/).tL/t\- BtM/Hi&ha~1 Kaiser
P.O. BOX 2527 * EUGENE, OR 97402 it (541) 485~4505
JOB No. 3464, OWN. BY CON 'DA TE: 6/7/06
OADD FILE = 3464GRDtGCO COGO FILE = 3464
eXPIRES: 06"30-2007
7 ._.~ 4- 0 to
~
~
ASSESSORIS MAP /7-03-27-31 T AX LOT 900. 1000. 3601. & PORTION OF 3600