HomeMy WebLinkAboutPlan, Tentative APPLICANT 9/19/2005
.40
/ /
;..--- .-/' /
/'=::-- /
/,.,...... ....
'/ /"....""""
/,.// ,/ /
/'./'," ~
~ /" /' / ./'.
/' :/':/,/ / ,.. ..,/.,
/ "" "",--
~/~ // ./~~~
,/ //.A.c,/~ ~/.
~~/
./ / r1
/"
/
1~'NTATIVE SUBDIVISION
17{OR
L~'GA CY./!;'Sl 'A 1 ~'S
TAX l,OT 500
SW 1/4 SEC. 24, T. 17 S., R. 3 w., W.M.
SPRINGp1.ft'LD, LANE COUNTY, OREGON
8 SEP1~iWBER 2005
SCALE 1" : 60'
,N
~.~~
60
o
L . =~J7
60
120
\"m,"',':".- .--~'. .. \
'.I'i,t... i~'''''~
~L
". ._.", .>,.',1
SCALE IN FEET
15
r 1'~
,..J
600
16
/.:.
/'. ',....
~.,(,.::...
. ".,' . .' '.
.. . '. ..' . .
:.... '17 '..
..... .
~:,.."
..:.... I.. '
J1'- 70:,
. .... J
?,. "
95-PO~
PARCEJ 1
SHEET INDEX
( 'REGJST~ED 1
~;~~:~~:I
.e. . ..q '.
; WzEGON -
JULY 16, 1987
\ SCOTT J. GOE8El
2280
'. I, ".' "~,,, -'
~ ,~ENEVIAI. DAT[: <6"~/e-7 I
18
EXISTING
GRA VEL
ROAD
PARCEL 2
BOO
_,
1. COVER SHEET
2. SITE ASSESSMENT
3. DIMENSION PLAN
4. 2/3 STREET TRANSITION DETAIL
5. UTILITY PLAN
6. GRADING PLAN
7. VICINITY MAP
\
--
,/
./'
" 00 / ,~
r' / / 14
...J /
/ 13
/
:-;.;-
-:::. .~.--,I . '.1
~~,",.:"
. . .... " .. .. .
. . . "
w . ..' ~.
- .
12
11
.~1
t1?~
:_~~:I
~f"
~
$
/r:,
-~\I!
v.~
~d
.."
~f
Lt&i
;\,,,'
~
l;~1
;"I"~
~.'~:
;<<
it'
'I
i~
SITE STATISTICS
r1
OWNER:
JOE PRODEN
2290 HAYDEN BRIDGE ROAD
SPRINGFIELD1, De 97477
i ,0
.L "
94--PQ6Q9
/ .
FUTURE ~
/. DEDICA TlON :
1---
PARCEL 1
TAX MAP NO:
TAX LOT:
DEVELOPER:
17-03-24 31
500
COREY DEVELOPMENT, LLC
3956 MIRROR POND WAY
EUGENE, OR 97408
5.42 ACRES1 -20 HOMES = 4 DWELLING UNITS PER ACRE.
ALL UTlLlrfES EXCEPT' STORM AND WASTEWATER ARE
A VAILABLE AT. THE BOUNDARY. OF PROPERTY.
. 33.33' R/W
20
r 1'-
,. ..J
gOO
9
1-
r .-'
500 10
GROSS DENSITY.'
IMPROVEMENTS:
200
J tA
===i:===~
.. S:
-~-
- = = - :r: = = - =
.~
A'l:l
y vJ~
22.33' PAVE
213 STREET
5
6
::~~
~.
~
:::t
~,:.
:I.'
ill
}~
it'
it
~-
~~
.~
;~~ -
it:
~
~
. '!l.. f,
f
*
1!~
~
......;.
,,-
I">$f
~~
~~
~~
~~
~
~i
~
'i'
;.,~
~~
;S
';'
~1
:-i
l'
~~~'
~
::r
i~
:~i
~
~
1
1- '000
r _
..J -
, . ARCEL 1
REVISED P
p0549
94--
ZONING: LOR: LOW DENSITY RESIDENTIAL.
SOLAR ACCESS: LOTS 15 AND 16 COMPLY WITH SOC. 35.010 (3) (b)(i).
LOTS 1 - 14 AND 17 - 20 ARE EXEMPT PER SDC
35.010 (3)(d) (1)(a).
ELEVATIONS: ELEVATIONS BASED ON CITY OF SPRINGFIELD
BENCHMARK, SQUARE CUT INTO BACK OF CURB AT
CATCH BASIN THE NORTHEAST CORNER OF 14TH
STREET AND YOLANDA1 ELEVA TION = 447. 19.
SITE BENCHMARK: 5/811 IRON ROD WITH YELLOW PLASTIC CAP MARKED
'BRANCH ENG LS 113811 FOUND ON THE SOUTHWESTERLY
MOST CORNER OF TAX LOT 5001 ELEVATION = 448.88.
rl'~
.J
~o~
3 'A
I ..
A-
I
I
I
/
/
.I V,;.
I;l~
~I J .P,
",' 0
{':;'~;l 'R; /W
"-"1 I
I
J loffr--
B
7
2
PARCEL 2
REViSED
r1- "00
..J .
NEAREST FIRE HYDRANT: THE NEAREST FIRE HYDRANT IS LOCATED ON THE NORTHEAST
CORNER OF THE INTERSECTION OF NORTH 17TH STREET AND
DELROSE A VENUE, 260' SOUTH OF THE SITE.
NEAREST BUS STOP: BUS STOP #01830 IS 1250 I EAST AND 2600' SOUTH OF
SITE, ON THE SOUTH SIDE OF RAMBLING DRIVE, AT THE
INTERSECTION OF RAMBLING DRIVE AND 19TH STREET.
EXISTING IMPROVEMENTS: THERE ARE THREE EXISTING STRUCTURES ON THE SITE. ALL
ARE TO BE REMOVED.
4
3
..- 104
T. ..J OITION
E: FIRST A~DDrnON
TH ELROSE:
TO 0 CD
.' '03
f1..J" olTlON
. . [ r1RsT ,A~DDITION
TH ELROS[
TO D 0)
.- " 30
r1 N
.' ....J " ADDITIO
5(CON~ELROSE
,0 (])
- R~9~ jJ r1- '.29
~ I 'j _ ..' ..J . D ADDITI?f~
- t1 5(CON ELROS[
I ,41.- ro D 0)
~?Go;~I~!ER~~gin~~~~fc &', S~~~~g
~ 1762 West 2nd. EUGENE. OREGON
(541) 687-0542
Date Received: .J~lq~D6,
Planner: >'. :::J 1)___ '. d
ASSESSOR MAP 17-03-24 31, TAX LOT 500
F:U f)
50B200.5'-t>totf 7
~Ltt>DlUl[)l of\) Tet0\ATl()~
~j!PRObtAJ
SHEET 1 OF 7
ALE: \02414-04\DWG\TENLSH01.DWG
PLOT DATE: 8 SEPTEMBER 2005
'Dfl {J~
. .0. ~.-.....,
,,-
...J
L~OO
TENTATIVE SUBDIVISION
FOR
LB'GACY ~'S'1f11'ES
lAX LOT 500
SW 1/4 SEC. 24, l~ 17 S., R. 3 w., W.M.
SPRINGJtl.ft'LD, LANE COUN'l'Y, OREGON
8 SEPT.ft'M7JER 2005
SCALE 1" .. 60'
-- . - - - - ~ ~
-- - - - . . -
-. - -- ~ - .
- - - ~ - --.
N
;::
-==;;;;;jt~
1
,
PARCpEO~3~
92-
60
o
~"'dt.~~~' . .
60 120
I 1
"'W.~"" ''''olIJ!l!..&..llJaJliJJ>l!~'~~u
..
SCALE IN FEET
LEGEND
SITE ASSESS]fENT'
-I
/-- 449
XISTING ,. ~
STRUCZVRE AND /
Jf&~t;~TY~~E ;:~fJvft'tr ~~OU;;\ ::..:.,......,..
~ #92-30 7~. /" f1:~ 60? t, WELL \. ,r 'G)"~' :',: GA~~G,'i:
> / -< " PARCEOL235 f.OU~SE ~DEC~K ~ i '.:"~
. J 9Z-P - - -- - T "l -: ,,'
,,> --------< ) ~ _ """' ' - - " D. F. 5,!- '. I
1 -} \ /" '. . \ 45 /" -:-... \.
.J.',",I ~//~~,/._..~_~ ~,~'::~':~~'7~"::"'>:\~~:6;~ ~..~ i:.. .. ..~.-;:(/~:.~.~: '
fti~t5:TI{:1~'I.J l' / ;> -' ~ ~ _ _
!~~jtf.i;.):~~}f.~l;r;~ -7 ~V \ [~~!:;~o~01:~:~T rJRe~~~j~5.R' "'G:AP E
. '~~'~'1~1:;1 ~r (/!-- " '- -- -- ~ . '" '- /
~:;:}j }:: l/~<~r'
(::'.:1 }.J 5 0 0 450'"
II I. 1 I . '
(:j }: I I T.J 2
r;:;J 1<'1' I PARCE:L235
f:';:;i }.....I / 9Z-PO
f;~::1 II I 450
t'.~.:,1 :t.: 1 1 <
~~~:~:;:f I : '. I I
~.~.:,:<'.".'\.:.I ~,.I I@:
[~':::l b. I (T~U~/:~':/Jl:Dl B3WA T;;: <(, .8~?Z,:;~"'"'~f~
...--. - 2 0 0 V~,.~J l,:, ~ I I ___ /'" __ --./ - 1.....; A S"11tE.,-
' . n>'~ ,J'../ I/,,,, Fzw.t.I \1:1.1
,..J ( ~ ,I;;>' II - - - , __ ___ --- /' (' /. :~:~~/~:r:r;i':'~~t'':''
;,;,,'1 f'l 1 ---. ~ ./ '<. . . ..,_ ... .~"" ":
I:<:l,.t"l 1 -- -- - - - 3t:~ __ --- /'
,.... '1' P . ,...,.,- 448 eI ,........-
F.." n _..--
';:;':;" 1..,1 1 -- -. -. ~4/f __ __ ~
('/' ...., \' ~ ..,.7 __~.....--
~,:.> :t.~1 1- - -- ~ - -4 ~ __
V.j ,', "r .~ . 40,,-. __ / ~ ___ ___
V:.~~'I \...., / ~ . -====- - / ~ / .r- -- --.J
~:;:..:.. it:".' e-.---.. 445~ _ ....-- / /
I;.,::" ,.f', ~ \ 446--, _ _ ___ --..,.... / /
I:"::' f.>'l - - --- /'
I;:;~:itil l- - - 447- - -- - -- '- _____ r
V::~.I .(./ 1- - --f,.448~ ....--. . - ~ /
L:.~,;n} .:. J J- _' .449/ "-
\... "'1 .. 450 \.. J
.:;;: .' t; r-;- -- - 'f5/- ~ - -..... . " ---
:S~l1;[1 fi (, ,452- '\ \ 450~
f:'::~J j\ / I \ ~ "'\ .
(<:~I >..,. ) -- -- /' \ - --451- ___ ___
......./.. I I /
F; {:.J ..... !
>~ ;;~.. (1~.J 1 0 ~OITlO~N
. 0 E FIRST ADDITI
~ rH [LROSE
~ TO 0 CD
.40
- - ,
~'.': .:" .::". ':":" :: ":",
EXISTING GRA VEL DRIVE
8.
EXISTING DECIDUOUS TREE
. :~~;~~~~:f!~\1;~:S:}~~i~.~~:;~;~;,~:t~;~~~.~;H;
.. EXISTING. CONCRETE DRIVE
~
.~
I FILBERT ORCHARD BOUNDARY
EXISTING CONIFEROUS TREE
EL 1,
EXISTI G STRUCTURE
TO BE REMOVED
EXISTING WELL TO
BE ABANDON
FEMA ZONE AE
8
- --....... 447 _ __
CONTOUR
INDEX CONTOUR
EXISTING STRUCTURE
CITY OF SPRINGFIELD URBAN GROWTH BOUNDARY (UGB)
EXISTING TREE TO BE REMOVED
PARCEL 2
---- -...... 450 ___ ___
(11 E 00
.' ,.,
94-P060~.:
-------
<
FEMA
<
A PORTION OF THE SITE IS SITUATED IN ZONE AE. THE REMAINDER OF SITE IS IN ZONE ~ AS SHOWN ON
FIRM COMMUNITY PANEL NO. 41039C1153 F: DATED JUNE 2, 1999. BFE = 447 TO 448.
<
<
PARCEL 1
gOO
SOIL TYPES
175 MALABON: SIL TY CLA Y LOAM1 DARK BROWN SIL TY CLA Y LOAM, BROWN SIL TY CLA Y
LOAM, BROWN CLAY LOAM. PERMEABILITY IS MODERATELY SLOW. HAZARD OF WATER
EROSION IS SLIGHT.
MAJORITY OF SITE SLOPES BETWEEN 0-15j{, WITH SLOPES GREATER THAN 15% BEING
LIMITED TO THE EMBANKMENT AT THE NORTHWEST AREA OF THE SITE AND SPORADICALLY
ALONG THE EAST EDGE OF THE EXISTING ACCESS DRIVE.
fl-..J
SOIL TYPE.'
SLOPES:
WATERCOURSES
WA TERCOURSES:
NONE.
,- '000
r..J "
,- PARCEL
REViSED
94__P0549
EXISTING SITE FEATURES
, .
BUILDINGS:
DWELLING PLUS 2 OUT BUILDINGS. ALL STRUCTURES TO BE REMOVED.
WELL TO BE ABANDONED. GRA VEL DRIVE TO BE REMOVED.
SEE PHYSICAL FEATURES.
17350 SF.
TREES:
IMPERVIOUS AREAS:
\j
PARCEL 2
REViSED
(1- L 00
..J
_PHYSICAL FEATURES
~
TREES:
10 TOTAL ON SITE. 4 ARE WITHIN PUBLIC ROADWA>,: 4 ARE TO REMAIN AND
2 ARE WITHIN LOTS THAT WILL BE IMPACTED BY HOME CONSTRUCTION AND
ARE TO BE REMOVED.
NONE.
NONE.
NONE.
^^^^^
^/\AAA
)--1- ;i
,....
~' tjJ
~
~
^ ^
101-
,,- .'
. ...J DDITION
. E FIRST A ADDITION
TH ELROSE
TO D 0
ROCK OUTCROPPINGS:
RIPARIAN AREAS:
WETLANDS: ..
" 30
(11 . - ADOrTION
SECON~ELROSE
TO CD
10' ; 29
~, _.J - . ADDITION
SECON~ELROSE
TO CD
~?Go;~~!ER!Jtgin~~~~!& S~~~lfng
.~ 1762 West 2nd, EUGENE. OREGON
(541) 687-0542
WELLHEAD PROTECTION
"~
ASSESSOR MAP 17-03-24 311 TAX LOT 500 I
SITE IS LOCATED WITHIN THE 20-YEAR TIME OF TRAVEL ZONE TO THE WELLHEAD AT 16TH AND '0 STREET.
SHEET 2 OF 7
FILE: \02414-04\DWG\TENLSH02.DWG
PLOT DATE: 8 SEPTEMBER 2005
2 of 1 PQ~S
~
T.ft'NTA11VE SUBDIVISION
FOR
L~'GACY ~S1'A1~'S
TAX LOT 500
SW 1/4 SEC. 24, T. 17 S., R. 3 W.~ W.M.
SPRINGp1.ft'LD, LAN.ft' COUNTY, OR.ft'GON
8 S.ft'Pl'E/MB.ft'R 2005
SCALE 1" : 60'
fII/IIIIIII"
uGB
. 501 ,...
~"R1~>1j~ T~~ :D- ~~ITION
11 ~ I - - SECO~J cLl~OSE
PAVE TO DJ:-@
~? GO;~I~!ERI~~gineS~~~G & S~~:~:ng
~ · 1762 West 2nd, EUGENE. OREGON
(541) 687-0542
NOTE
1. ALL PUBLIC IMPROVEMENTS WILL COMPL Y WITH CITY OF SPRINGFIELD
ENGINEERING DESIGN STANDARDS AND PROCEDURES MANUAL, ADOPTED
OCTOBER 2002, AND THE STATE OF OREGON STANDARD SPECIFICATIONS.
f1'~
i,OO
,
126"[ 112.72
NBO'04
--- ,-
I
<S'
C)
c:i
t")
~
~:-~~~
- (-;-:;;-~~~ ~
600
~~
C"\J t<)
'r'-- ,.....
"-
~
15
13929 SF
~}t.J
c::) C"\J
~ -.
,.... ~
~
t;5
~
,-
r _..J
-
,.,......
18
8084 SF
103.5'
7' WIDE
PUE
./'
/
//
,;
/
--. ,
.' ........
1i.67' .
/
108.71
1-
r..J
200
--------- -~-------I
- 14' WIDE '01
'O.~ PUE 7 ~I
8 ,,~
7740 S'T;!" 7986 SF :
r 106.8' I
108.8'
r1-: 500 :
...J
5 '0 ~ 6 ~I
N ~ KI
7822 SF ~ K 8034 SF I
107.4' I
71 WIDE-.J
PUE I
, I
;.....~ 3 <:::>1
"'oJ ~
r;:: ;:t ''-
8066 SF :
1 DB. 1 ' I
N89'46'13"W 409.77'
, 30
(I ~..J . ' ADDITION
. 5fCON~fU~05f
TOG)
PROVIDE 201 WIDE ALL
WEATHER SURFACING FOR
EMERGENCY VEHICLE ACCESS
SEE SHEET 4 FOR TRANSITION DETAIL
I
I
I~
It:::
I
I
I
22.33' PAVE
1'0
I~
I
1
I
I
:: I
Ill' 4
. tr)
/ / {::!
IJ I 8033 SF
f
108.5'
~1- - -94:,;- - --
~ Il},l},'
rl;,
~ I
;1;
~ I ~
~ 1 ~
~ I~ ~
~~ <0 11155 Sfr:r
~ ICO r
;;;, I
~
~ I
'1-' I
~i 1
;'11
R IW5i-~ I
, , ','S' W. I
'.r.
S' llo
~ .
..~ I~
~ ,....
ill 1
-~ I ~
'\ ~J I
)'~II I,
110.2'
,
2 ~.
11290 SF ~
71 WIDE
PUE
110.3'
112.9'
. 'Oi-
l' .'
. r. -' . - DDITION
E rlf~ST A ADDITION
,H DELf~OSE
,0 CD
..- '03
f1..J . . DITION
. . E FIRST A~DDrnON
TH ELROSE
TO D @
ASSESSOR MAP 17-03-24 31, TAX LOT 500 I
N
.40
\
\
\
60
o
...' ."",-,,,,,.,, '~
60 120
.... ...'~................~~- ,~~- ." J
~
"
~,
201 WIDE PRIVATE ACCESS AND PUBLIC UTILITY
EASEMENT. DRIVE TO BE 201 WIDE ASPHALT ABLE
TO SUPPORT 801000# EMERGENCY VEHICLE. INSTALL
'NO PARKING'I SIGNS BOTH SIDES.
~- - --- - -~ - . - - .~ -
- - - . - --
- - -- - - - -~
- - -- - ---.
_~ - _u _. _
- -. - .
SCALE IN FEET
r1" 70:.
.....J p0111
95- 1
PARCEL
DIM~'NSION PLAN
o
AC CURB 33.331 R/W R/W
....: ..
25.0' 25.0' 7.0'
...., ;r:. ..:i ....::
FUTURE '\ -.J 5 -; 7. PUE
5.671 8.33'~ 141 _ ~....e-- l' / 2: 1 MAX SLOPE
2% - ':0.;' ~,22'1" '" l;'~I_..; / fl:'ATCH TO EXISTING
~ - 2% 2% i '"'- ~..:...~~ ~GROUND ELEVATION
~ ~ ------ J. ,-
- -~ ~. ~??"
:- ,:.: .:... .:..' .:... .,,:,'.,:, .:..':' .:... ,.:... .~q , /.< 2: 1 WITH NATIVE
~\0;}.~ :(' , ,/<~ ....., /. MATERIAL EMBANKMENT
~ / '/
I
4"AC
'12" CRUSHED ROCK
UNDISTURBED SOIL
~
~
',r)'~
t. :
~.,()~;, : "'. 'lNAL;
, 1\ N[) '''' "'''.YOR'
~~~
~ en:: :;f 0 N -
1 JUlY d,1fifl7 !
j SCOfTJ.GOEBEL i
~ ?:';no ~
_~"h" ., ,'~"1',f~".Q:""'i ..,. ~ , 1,'f(IIJ1"
:.: $ '\, ",:
'0
~;
1',
PARCEL 2
"., SOO
. ...J
94__PQ609
16TH. STREET CROSS SECTION
R/W 0
...
7.0' 25.0'
;r:;. ....::
PUE~.. 51 ...._
2: 1 MAX SLOPE 1/~ .... 14 '
2: 1 MAX SLOPE
r'-'-"- . ...
!,:,.~i::~Al..Q:t\T[: 4?/~)If:X1 .
:C'\!
. CJ)
1'-)
('I
; (6
PARCEL 1
50.0' R/W
l:.--
~ --=
J.
gOO
~ }l.J,,_
~ ' <i) I
K ~ 'J ..J
l.')
(.~.)
b
V)
~
MA TCH TO EXISTING
GROUND ELEVATION
2: 1 WITH NA TlVE
MATERIAL EMBANKMENT
MA TCH TO EXISTING
GROUND ELEVATION
2: 1 WITH NA TIVE
MATERIAL EMBANKMENT
b~ ~\~
1('j ~ IV) ~
11
, 4 I' AC
. ...- - - - -~- ---
12" CRUSHED ROCK
UNDISTURBED SOIL
l' '000
r .
J '
,- - D PARCEL 1
REVIS[
p054.9
94-
17TH STREET AND "INCH WAY CROSS SECTION
.40
N.T.S.
R/W 50.0' R/W
......
7.0' 25.0'
-- -< :JIoo....::
PUE .~ 5' I - tr:
2: 1 MAX SLOPE '\ 3.5' 161 't
--- ..... ...-.:: ,...........
o
R/W
.~
PARCEL 2
REVISED
, ' 00
r1
..J
MA TCH TO EXISTING
GROUND ELEVATION
2: 1 WITH NA TlVE
MATERIAL EMBANKMENT
12" CRUSHED ROCK
UNDISTURBED SOIL
VERA STREET CROSS SECTION
N. T. S.
SHEET 3 OF 7
. ,
FILE: \02414-04\DWG\TENLSHOJ,DWG
PLOT DATE: 8 SEPTEMBER 2005
.
3 of I pCt~~
~
T.ft'NT A TIV.ft'SUBDIVISION
FOR
L~'GACY ~'S1'A1~'S
111X LOT 500
SW 1/4 SEC. 24, '}', 17 S., R. 3 W., W.M,
SPRINGFIE'LD, LANE COUNTY, OREGON
14 SEPTEMBER 2005
SCALE 1" : 10'
~\
N --11"'''''''' CSL-
10
i!.' ~"" 1
o
----- - - - ~ - ~
~ - - - -
.. -
10 20
_ rii1tI.~,,".' _,=~.~~"" .. ....,J
SCALE IN FEET
2/3 STREET TRANSITION DETAIL
#lONE WAY/DP' NOT ENTER",SI(JN
-.. --.....................
---
---
-
NEW CURB CUT/REGRADE TO MATCH EXISTING AT RIGHT-OF-WAY
(TL 103)
~.'~ \~ ~~ 1
W~ 1/~ ·
--
-
---
--- ---- --- ---
rSAWCUT
I
~~t~
~v ~lJfvJ
TRAFFIC CONTROL DEVICE
RAISCDCONCRETE MEDIAN
WITH MOUNTABLE CURB
------l~.-
~>
REMOVE 36 LF EX/STING CURB
32' PAVE (EXISTING)
,40
,~
. ".
<-
,~ N. 16TH STREET
#lONE WA rll (RIGHT) SiGN '
. . '~RROWII. (RIGHT) SI9N
. .' .
--------~----------~~
--~-', ..
-----------
-----------
REMOVE 29 LF EXISTING CURB '
. . '.
I ",' . ,.' .:1' I
:" '''ll).~:j
I ',\\1-- . ,
~. " ~"5~ Goebel Engineering & SU1'~eying
".^ , .:,:.::,:,/",':'. ENGIN,E.ERING SU,R.~E!I,~G" PLANNING
",:;,:., 1762 West 2nd. EUGENE. OREGON
(541) 687-0542
ASSESSOR MAP 17-03-24 311 TAX LOT 500 I
SHEET 4 OF 7
FILE: \024 14-04\DWG\ TENCSH04.DWG
PLOT DATE: 14 SEPTEMBER 2005
ifof' I ~~
T.ft'NTA11VE SUBDIVISION
FOR
L~'GACY ~'S1'A1~'S
TAX LOT 500
SW 1/4 SEC. 24, T. 17 S., R. 3 W., W.M.
6. flG/~~:h:Z/1t:S~%%Mff~tD~~~ ~~1!~tifZu~g Z~/:~~:NJb~~?ED SPRINGFI.ft'LD, LANE COUNTY, OREGON
OCTOBER 2002, AND THE STATE OF OREGON STANDARD SPECIFICATIONS. 8 SEPTEMBER 2005
EXTEND 1811 STORM PIPE TO EXISTING PIPE IN TL 400.
7. NO EXISTING STREET LIGHTS ON VERAI 1 CONSTRUCT SWALE ALONG WEST BOUNDARY OF TL 400 TO \ SCALE 1" · 60 '
NORTH 16TH OR NORTH 17TH. PARCEL 5 HARVEST LANE. REFER TO HYDROLOGY STUDY FOR SWALE ·
9Z-POZ3 GEOMETRY. 400 ......UGe- \ \
r '1 -- -- ~- \ '
PUBL~~6~Z~/r;Eg$~~~N#:;~tff} < _ ___ ~ _ ~ :- - ~ - -600 I,~ r4' ~ 70:. \
....~~.... b ffrr--=-- -(:- - T.... PARCEL 3. 0 NEW STORM MH
NBv CURB INLET I. \ NEW WASTEWATER MH ~ '-l6 18" FL OUT (N) = 441.72
10" FL OUT (S) = 443.67 . _ ~/I FL OUT (S) = 443.74 "" 18" FL IN (W) = 442.22
TC = 447.50 'I)'" 15 RIM = 449,60 12:: FL IN ((S) = 442.72
10 FL IN SE) = 442.89
PROVIDE NEW UTILITY ~Z_POZ35 _ ~ ' RIM = 449.50 711
SERVICES TO TL 600 ~ _~ u g5-PO
PARCEL 1
NEW STORM MH
1811 FL OUT (E) = 443.56 \
1211 FL IN (S) = 4.43.56 ..
RIM = 447.72 )
~ ...- ...-"'- ..
NEW WASTEWATER AI. ~_'(' "...~,~~ .,\"~i~
8" FL OUT (S) = 444.48 '\. ~ ' . _
RIM = 448.13 0 .-!$~S! ~
'j:. (~
I ___________ 0 \
'Ii",---
OH l' f /f
/;..- .
0-<:-/ c')~ ~-S 11
OVERHEAD SERVICES / ~ 12 NEW CURB INLET pARCEL 1
TO REMAIN FOR TAX LOT 20(1 ~ I 10" FL OUT (S) = 445.21 00
~/ ()~200 (i~l.. :~":~I :;W=S;::~4:H (4:~ 9
,~ ~ 20 f 1211 FL OUT (W) = 444.90
r ...J ..<'-~L I /~ 1011 FL IN (S) = 445.10
q:a .. 500 I 1 1011 FL IN (N) = 445.10
NEW WASTEWATER MH . ,. .,~ I r1- Z 1 0 ~ ~ '{2J- RIM - 44830 EXISTING WASTEWATER MH
8 /LFt~t f~ ~ ~~~: ~~ ~ i .' r ~ r 14' ~/DE PU; . ~ ':z~C:~Z35 Eltl' L,t ~ feST 'i;~2" ~;=~''':';'';' ~' ,;i ('" ,"., ',::"'F.'(:::"':1~,,'_~'~~"'i~N~;'i 8" FL IN k~ ~ ~~~:~;VO
811 FL IN (5) = 443.73 ,. 1~ I -'- - - - - - - - - - - - - - - - ~{ - 8" WUI :..iT - -..J "S.&I.RII "WW~"1:U:d:I1. N) *- ~ 8H WW _
RIM = 448.80 '~"4:~",,';." '1-~1!' WW-_____~S!..~.~, ..',.-..-.. .._,~- -~-wIIf.-:..~.",; . ww-
~-~ ,--.. ----<:...~:..," !:'i...,....,'"."-~..',.,,.. . '-" ..::-. ....,:!":n':-;-"":'\"'-~..~f~_--...,'_t._,_.'_
NEW STORM MH ....1{ I I NEW C&f?B INLET I~: .,~, 'Y~""":','''~'''.i~'", .,,:. "',", ,""i\>:~~'.~:;~i~:.:tm'.~S;';"l'l~:~,,~~:.~..~,-t'~:.lfi~1,:1~' EXISTING WW C.O.
12" FL OUT (N) = 445.05 \.- ~ ~ 10" FL OUT (E) = 444.90~' . / - - - - : NE~ CU;; INLET CONNECT TO EXISTING
10" FL IN (E) = 445.77 <).. ,~~I 8 I TC = 449.00 1[;,:;. I : 10ll FL OUT (N) '= 445.21 8" FL = 441.49
RIM = 448.04 r ,~~ 'i~.. _.__~ : .~) ~1)~11 , TC = 448.48 (VERIFY)
~ 11 / " ,-4.J _
\ .', I .. t', ~ "': . I, ~ I . ~" ii f)/(SF == =4:J.~F " p ~RCEL 1
\ ~ .~'~ /),rw CURB INLET I 5 1- f~ ' ~:~ i( FL IN (W) = 442.67 REViSED 054.9
11 NEW WASTEWATER MH "~a-~~IY'1{)" FL OUT (W) = 4.'5.97 6 I ~ ~ .~. 811 FL IN (N) = 442.67 g4-P
8 FL OUT (N) = 445.31\ .... ~i I TC = 448.40 I ,~,'~ ~., . RIM = 449.40
811 FL IN (S) = 445.41 ~ Jj I~, I';:~ ~
RIM = 448.50 - ,..~ it~: ,,;\ ~ I ' NEW CURB INLET
vv, , 10" FL OUT (N) = 444.90
NEW WASTEWATER CO 11 NEW WASTEWATER MH 1,0. :;/ ~ I TC = 449.00
8" FL = 445.93\ r/.... ., 8 ,[L OUT (N) = 443.25 I ~ Iii ,,~: I 2 ~'" NEW STORM MH
RIM := ?1? .1 Ird 4 l FL IN (S) = 443.35 ~i "~;<'J.l . 12" FL OUT (N) = 444.60
,. · r RIM = 450.40 ~ f 1-1 .1'.w., NfW WASTEWATER CO 10:: FL IN (E) = 444.80
P / j.~ 3 I ~~) > ~ 8 FL = 444.06 10 FL IN (W) = 444.80 (I....
rnf.-~h! t . I' t.: ';: ! RIM = ??? ld RIM == 448.80 ...J
~ ' "0 ~: ~.:-/- 60' ,. .." , . . 0 3 1'" 3 0 .:. 50 ';;' . '2 9 ~'
T...J ' , DDITION ~ j ?/w . r 1, .J . - DDrnoN ~. ...J - - ADDITION f.j. R/W kl, ~. .J -' ADDITiON T PIP
THE C'[~6I/ ADDITiON THE J~6IEA ADDITiON 5ECON~ELROSE SECON~ELROSE
TO 0.. CD TO D @ TO CD TO @
~? GO;~J~!ERI~~gine~;~~G.& S~~~Z!ng
~ 1762 West 2nd. EUGENE. OREGON
(541) 687-0542
NOTES
1. ALL PUBLIC SANITARY SEWER PIPES TO BE 8'1 DIAMETER PVC.
2. WATER DISTRIBUTION SYSTEM AS SHOWN FOR REFERENCE ONLY:
SUB TO DESIGN AND CONSTRUCT SYSTEM.
3. NO PERIMETER FENCING IS PROPOSED.
4. STORM WATER COLLECTION SYSTEM IS TO BE PUBLIC.
5. DECORATIVE STREET LIGHT PER STANDARD DRAWING 5-24.
~ I
(4'-
_..J
SOD
18
NEW CURB INLET
, 1011 FL OUT (NW) = 445.37
, TC = 449.20 9
g4_PQ60 RcEL 2
NEW STORM MH pA
.,';7'; 1211 FL OUT (N) = 444.00
l 12" FL IN (S) = 444.00
.. 12"FL IN (E) = 444.00
t ,RIM = 449.50
PARC~L 2
R~VISED
''.100
= I ASSESSOR MAP 17-03-24 31, TAX LOT 500 I
~
..
FILE: \02414-04\OWG\ TENT_SH05.DWG
PLOT DATE: 8 SEPTEMBER 2005
'EXPIRES: ~(34or I
LEGEND
@
I:ll
. PIP
T
~
[Q
lE]
fW]
~
.40
X
OH
@
@
~
(Q]
IWJ
c .:::>
T
o
ww
ST
w
-------
N
~~
,
60
o
l. __.-:".--:iiilJuL'WI1,SJ,
rdi..w:!..IJ~ ':W,11'.
60
120
l~'i.'O!..i'Ilo"J,\"""lJ". ""'JO~Uillll~
SCALE IN FEET
UTILITY PLi~N
EXISTING WASTEWA TER MANHOLE
EXISTING ELECTRIC TRANSFORMER
EXISTING POWER POLE
EXISTING GUY ANCHOR
EXISTING CA TCH BASIN
If. "
EXISTING GAS VAL VE
EXISTING TELEPHONE PEDESTAL
EXISTING WATER METER
EXISTING WASTEWA TER CLEANOUT
EXISTING FENCE ;
EXISTING OVERHEAD ELECTRIC
WASTEWATER MANHOLE
STORM MANHOLE
WASTEWA TER CLEANOUT
CURB INLET
WATER METER
STREET LIGHT
FIRE HYDRANT
STREET TREE
WASTEWATER LINE
STORM SEWER LINE
WATER LINE
CITY OF SPRINGFIELD
URBAN GROWTH BOUNDARY (UGa)
SHEET 5 OF 7
Sof 7 PQ~S
T.ft'NTA11VE SUBDIVISION
FOR
LE'GACY ~'S1'A1~'S
TAX LOT 500
SW 1/4 SEC. 24, T. 17 S., R. 3 w., W.M.
SPRINGFI.ft'LD, LANE COUNTY, OREGON
8 SEPTEMBER 2005 ,. .,'
SCALE 1" : 60'
..
PUBLIC UTILITY EASEMENT PER REEL
1766R, RECEPTION #92-30674.
.' 'OL.
(1 . .
. .J . . DITION
-' E: fiRST A~DDrnON
rH [LROSE
TO 0 @
ASSESSOR MAP 17-03-24 31/ TAX LOT 500
~r' " 03 N
( .J . ' DITIO
. E: FIRsr A~DDlIION
rH [LROSE:
TO 0 (])
.40
~
N
I
f
60
o
.{
60
120
1M~
. - . - ~ -
- . .
--.-- ----- ----
-~-~ ~..- -
1IiF'~\
SCALE IN FEET
GRADING PLAN
-'OLUME CALCULATION
CUT VOLUME: 2600 CY
FILL VOLUME: 3800 CY
FEMA
A PORTION OF THE SITE IS SITUA TED IN ZONE AE. THE REMAINDER IS IN
ZONE X, AS SHOWN ON FIRM COMMUNITY PANEL NO. 41039C1153 F: DATED
JUNE 21 1999.'
LEGEND
FfMA ZONE AE
.40
~ FEMA ZONE X ',~
__ - 451 -- CONTOUR
......- - 450- --.... INDEX CONTOUR
IQl CURB INLET
451.9 PROPOSED GRADE
/
____ 451___ PROPOSED CONTOUR
450_____ PROPOSED INDEX CONTOUR
SHEET. 6 OF 7
FILE: \02414-04 \DWC\ TENT_SH06.DWC
PLOT DATE: 8 SEPTEMBER 2005
fL; of 7 pa~:(s
~
LOCATION MAP
. .. NTS
~
TL 104
ASSESSOR MAP 17-03-24 31, TAX LOT 500 I
..
1'ENTA11VESUBDIVISION
FOR
L~'GACY. ~'Sl'Al~'S
lAX LOT 500
SW 1/4 SEC. 24, T. 17 S., R. 3 W., W.M.
SPRINGFIELD, LANE COUNTY, OREGON
8 SEP1'E}{BER 2005
SCALE 1" : 100'
~P/P
--
C)
'...
''"
'..
""
fit' ,- 1.. - .., ~ -'
I I '
,
- -
()
'-',
!~" .\<
,1:::J .J ' .,
", ,
~ :~:
1 / "
) I , "
J'
1>'_
~)
rfL 400
/
"
\- .,
J
I 1'- J
I I
l_ On,
1L 6.' ~
I
L-l
11L 701
11L 702
~
, ''',
15
18
---,
I I
I ,
I r-
'__I
5
6
('
~
Q ~
~ '~I-
---1_ ~ @ (f)
o I I ~_ ~ ::
; l__20 ...,-wi; 'fL 90 I~__J _ ~ l~
,~~ ~~-
..wlAjldlDT ~- _ I @~n
,t.:li5'~~~~";:'~~~";lC.:l.(\~"""~~t!l";-~I'1>. ;w.::!j~"~~m:!!
" l Ii
, .. 'fL 1000 ,- -, I l,' ,- -I
~ J IJ I ~ r! J :
~ J ~ I tL__J
~~Jj.q-
l"~(';
mj{ ,-I
~ I i r :
j @ I
M ~ ,-_.J
f~ Pi
:- ~
--I
~ I
rL 800 I J
I I
I 1
19
, ~
. "
1
2
I ,
L, -J
: ~ rL 1100 I I..,
l__.. I
i~ l_
, DID
3
)(
:' ~ I \
t ..-'-, I d
_~. %. 'fL 129
[\it f
fJ~
I
!
...
J:
Cl
1'L 130
. I .
-~~
~ 60'
fj)R/W
~I
!
...
:e!
~
..
..'--:.u:r:s.' 4.~<I" ..t
/ REGls~r~f~f~f:D""'~
~ PROFESSI{)f'.,j.-\L !
~ LA.N[) GUHVEYC)R ;
;Z-~4" ·
l if!E~N'
; JI,.'i.,y 1 f, W87
'- sea rT.J (,:~C";'f3EL
. r...r:p~' .Il:. -
C, ,< ,.h) .i
'~'.' ..., _.ClI. .'li1J\ldJl1lf~~1
I :'!~!H:VJli!. fl.~T~_....~/3i)/o7 f
~
"
"
~I~
J
i
100
_\.!!1'~
o 100
200
SCALE IN FEET
-lICINITY Mj.~P
LEGEND
[Q]' EXISTING CURB INLET
@ EXISTING STORM SEWER MANHOLE
@ EXISTING WASTEWATER MANHOLE
~ EXISTING ELECTRIC TRANSFORMER
. PIP EXISTING POWER POLE
('I EXISTING GUY ANCHOR
~ EXISTING CATCH BASIN
[GJ EXISTING GAS VAL VE
[EJ EXISTING TELEPHONE PEDESTAL
[W] EXISTING WATER METER
<D EXISTING WASTEWATER CLEANOUT
'x EXISTING FENCE
OH EXISTING OVERHEAD ELECTRIC
8" WW EXISTING WASTEWA TER LINE
24" ST EXISTING STORM SEWER LINE
W EXISTING WATER LINE
@ WASTEWATER MANHOLE
@ STORM MANHOLE
IQ] CURB INLET
IWJ WATER METER
6 FIRE HYDRANT
o-c= STREET LIGHT
8" ItW WASTEWATER LINE
sr- STORM SEWER LINE
W WA TER LINE
SHEET 7 OF 7
FILE: \02414-04\DWG\ TENCSH07.DWG
PLOT DA TE: 8 SEPTEMBER 2005
7 of 7 Pctl.e~