HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/26/2003 (6)
LINE TABLE
LINE LENGTH BEARING
L1 191.33 N61'44'25"W
L2 980.09 N31'35'25"W
L3 687.21 N01'31'53"E
L4 389.74 S89'12'51liE
L5 205.05 S31'54' 47"W
L6 150.00 S52'05'13"E
L7 63.51 S84'36'13"E
L8 356.06 S05'23'47 W
L9 469.14 525'55'36' E
L10 400.37 535'08'11 "E
L11 244.80 S46'50'14"E
L12 158.22 52T15'35"W
L13 109.02 561'44'25"E
L14 106.38 N14'53'14"E
L15 89.02 N71'43'34"W
L16 64.46 N11'13'07"W
L17 40.31 N35'30'50"E
L18 62.07 N38'19'l7"W
L19 32.89 Nl3"04'50"E
L20 103.37 N3T19'13"W
L21 17.74 N70'26'32"E
L22 123.33 N31'11'OO"W
L23 317.59 N63"34'20"W
L24 132.74 573'30' 38"W
L25 132.74 N86'38'08"W
L26 146.91 N73"46'43"W
L27 160.61 N45'53'Ol"W
L28 202.74 N23"43'55"W
L29 114.91 N19'43'54"W
L30 114.58 N01'47'42"W
L31 121.56 NOO'52'19"E
L32 488.02 N08'52'10"E
L33 185.22 N16'25'OO"E
L34 500.00 N43"01'46"E
L35 148.32 N4r18'37"E
L36 256.53 N61'37'58"E
L37 6 .66 501'38' 01"W
L38 150.76 S58'21'59"E
L39 157.71 S58'21'59"E
L40 101.56 S61'23'23"E
L41 204.72 S42'45'50"E
L42 60.00 S62"13'44"E
L43 8 .32 SOO'34'11"E
L44 135.04 S75'24'51 E
L45 547.55 S81'09'33"E
L46 72.16 S03'19'06"W
L47 771.86 S36'39'08"W
L48 206.00 S14'02'21"W
L49 190.00 N75'57'39"W
L50 269.21 514'02'21"W
L51 10.03 N80'28'53"W
L52 81.78 S03"25'33 'w
L53 233.45 S14 '37' 42"E
L54 123.88 S36'35'35"E
L55 151.31 SOO'29'45"W
L56 270.00 S21'21'38"W
L57 96.30 N75'06'46"W
L58 74.23 Sl3"30'37"E
L59 123.65 S58'35'44"E
-l
D-
iE G ST l- I-
~S.7~ <oiE ~
l{)c.o :c F ST
t() I- ~
f'. ST
LOE ST
o S o ST I- 0..
(f)
IDGEVIE W
T ST SCHOOL+ t- O
HI H SCHOOL (f) <(
I :c
-1 I-
ST 0... S <.0
<.0 - Z
I A ST I.[) 0::: ~ -
<.0 A ST 0::
I-:- 0....
co (/)
I.() MAl -1 ST > (/) ~
ST D- Ck:
0 :J u... 0
o VIL AGE l- I () 0 0 ?;
SQUAR (f) I- U
(f) L{) ~ >- :J
<.0 . S. 0'..)
TE . ::>
U a...
(f)
<.0
?'
LINE TABLE
LINE LENGTH BEARING
L60 55.00 N3r24'16"E
L61 21.21 Nl3"35'44"W
L62 112.98 N58'35'44 W
L63 59.50 549'14'OO"W
L64 112.80 N46'58'14"W
L65 25.74 N58'35' 44"W
L66 60.00 N3r24'16 E
L67 21.21 N76"' 24'16"E
L68 154.22 558'.. )5' 44 E
L69 4.50 579'55'22"E
L70 45.69 N01 '32'17"W
L71 45.10 NOT10'38"E
L72 2.04 NOO'34'11 "w
L73 129.30 S72'57'13"W
L74 292.28 N49'50'08"W
L75 98.84 S36'38'46"W
L76 5.82 N49'50'08"W
L77 16.96 538'25'08"W
L78 72.02 549'14' 48"E
L79 61.74 538'58'27 E
L80 69.43 532"54'27"E
L81 64.34 S13'20'58"E
L82 51.61 S08'50' 39"E
L83 51.07 S06'19'09"E
L84 210.00 S03"18'20"W
L85 12.35 S86'41'40"E
L86 91.27 N14'02'21"E
L87 28.27 N39'09'19 E
L88 107.30 N14'02'21 "E
L89 82.24 S82'44'09"E
L90 86.36 N08'46'54"E
L91 7.75 S75'57'39"E
L92 97.10 N10'42'53"E
L93 10.44 S82'28'09"E
L94 60.56 N06'29'54"W
95 224. 1 N14'02'21"E
L96 113.83 N20'47'36"E
L97 83.61 N75'57'39"W
L98 12.35 N86' 41' 40"W
L99 191.44 S03"18'20"W
L100 240.59 S14'47'36"W
L101 169.48 S59'41'20 W
L102 317.59 S63'34'20"E
L103 129.45 N81'06'15"E
L104 118.75 S8r06'15"W
L105 212.4 7 N02'45'22 E
<(
o
Z
-l
WEYERHAUSER
COMPAN R VAT
ROAD
P
(~800'
EX. FIRE HY
(TYPICAL)
Legal Description
Phase 4
Beginn 'ng at point that is North 89( 0' 4" West 261.45 feet f m the Bross Cap
ing the S ut east Corner of Section 33, Township 17 S th, R ng st of the
WiIlamette Me'di n; run thenc Sou 9( 09' 14" st 389.74 feet; h ce South 36(
16' 52" West 205. 5 feet; the ce South 3( , 08" East 150.00 feet; thence South
86( 14' 0 " East 6 . 1 fe t; thence South 3( 5' 53" est 356.05 fe t; thence 27( 33'
30" East fe t; th nce South 34( 1 ' 23" ast 200.73 fee; South 39( 13' 19"
East 200.0 e t; nce S th 51 45' 38 East 230.3 feet; thence South 13( 20'
08" West 140.19 feet; thence S uth 65( 37' 39" East 107.44 feet; thence South 63(
3 ' 37" as 77.54 eet; ence outh 5 ( 05' 5 East 143.2 fee; t ence South 44(
53' 27' ast 226. 8 feet; thence South 81( 17' 51" Eo t 05. 9 e; enc No th 66(
16' 26 East 78.78 feet; enc No t 42( 12' 50" East 87.87 feet; orth 22( 56' 17"
ast 164.58 fee; the ce North 88( 6' 17" st 76.13 feet; the e North 9( 53' 20"
est 96.12 feet; thence N rth 42( 17' 6" West 269.85 feet; thence North 50( 53' 21"
est 29.10 fee; thence North 56( 53' 36 West 18 .68 fe t; thence South 4( 00' 36"
West 89.98 feet; then e S th (26' 44" West 77.7 feet; thence North 89 4' 42"
est 101.82 fe t; thence orth (2~' 37" West 146.91 feet; the ce N h 4 ( l' 40"
West 149.89 feet; th ce Nor h 25( 21' 4 " West 214.39 fe t; thence 0 the arc of
a 5.0 foo r dius curv trig ,the I ng chord of hich bears North 1( 12'
22" West 2 .30 feet; thence along the arc of a 665.00 foot adius curve to he rig t,
t 10 chord of hic bears North (06' 11 East 94.09 fe t; t nce North 7( 14'
17 as 46.7 eet; the ce North 1 ( 47' 07" East 185.22 f t; th rth 1( 00'
16" E st 64 .27 eet; thence N rth 5 ( 59' 2 " East 2 6. 6 et; t nce South O( 00'
Ot' est 161.66 feet; thence South 5 ( 59' 53" ast 308.47 e; th n South 63(
01' 17" ast 101.56 fe t; t ence South 44( 23' 44" East 204.72 feet; hence along
the rc of 0 40. foot radius c rve to the left, t e ong chor of hich bears South
11( 58' 12" Wes 68.54 et; thence Sout 39( 06' 09" East 99.92 feet; he ce S uth
7 ( 02' 45" East 133.74 feet; thence South 88( 18' 8" East 49. fee; thence
Sout 1( 41' 12" West 72.16 fe t; then e 010 g the c f a 1 03.7 f t r dius curv
to t left, the long chor f w ic bears Sout 35( 01' 1 "Wes 771.86 feet; thenc
Sout 12( 24' 28/1 t 20 .00 feet; thence orth 77( 35' 32" Wes 1 9.18 eet;
thence South 12( 00' 59' West 260.20 fee; th nce South 3( , 0" West 76.24 feet;
th nce Sout 6( 42' 39" s 232.34 feet; thence South 40( 10' 58" East 1 9.16 f t;
thence South O( 16' 47" West 161.18 feet; th ce South 8( 27' 14" West 286.64 feet;
thenc orth 81( 33' 30" West 78.93 feet; thence South 30( l' 5" t 65.9 feet;
the ce th 2 (13' 2" West 2 .52 feet; thence S th (09' 11" W s .17 feet;
thence South 7 ( 4' 29" W st 114.20 feet; th nce North 77( 08' 3" est 2 .17 feet
to a point on the No erly argi of Weyer a s r(s private road a , run t en e g
said rig t of w y on the arc 0 a 2.5 foot rad'us c rve to the left, the long c ord ~
of w ic e rs Nor h 49( 0' Oil est 41 .43 fe t; thence orth 69( 22' 2 West
192.07 eet; thence 010 g the arc of 0 542. 7 f radi s curve to the right, the long
cord of which bears North 54( 17' 50" W st 282.23 feet; the ce N rth 3 ( 13' 20"
West 979.83 fee; the along the arc of 0 745.71 foot ius curve to the Ie t, he
long chord of which bea rth 64( 28' 08" s 636.11 feet to 0 point on the
cent line of So th th Street; t ence leaving the m rgin of sai Weyerhae er
TO OGR PHY AS PRO DED BY THE
TREES
ZONING AND ME RO PL N 0 GNA TI N OF PR PERT ES HIN 1 0 FEET OF THE SI E
PER SDC 35.04 (1) i :
DIRECTION USE ZONING
NORTH RESIDENTIAL LOR, MDR
SOUTH RESIDENTIAL, LOR, F-10 LOR, UF-10
VACANT
AST R NT AL, LOR, UF-l0 LOR, UF-10
VAC NT
WEST R SI ENTlAL L R, MDR LOR, MDR
SCALE: 1" = 200'
roo wa an r nolo g the centerli of sa'd So 58th Street N rth O( 00' 27" East
49.89 feet;
th nce Ie ving said cent rline nd un long the a c 0 796.19 foot radius curve to
the rig t, the long c or 0 which bear S uth 69( 01' 22" E st 53.13 fee; th nce
Nor h O( 06' 02" East 623.78 feet to the Place of Beginning, in Lan County, Orego .
Said p rcel c ntains 77.26 acres, more or e s.
SH T 1
SHEET 2
SH ET 3
SHEET 4
SHEET 5
COVER E T
SITE A ES5 E L N
TE T A V SU IVlSl PLAN
U ITY PLAN
PRELIM NARY GRADING AND DRAINAGE PLAN
c
w
~
a::
a..
a..
<(
~
r-t)
o
I
,...
~
<C
n:::
a
I
C"J
a
a
w
~
(()
~
-;r
-
z
o
t:
a::
o
(J)
w
o
4-
o
............
>
~
o
eX)
~
(It)
eX)
li:i~
W
0::_
I-
Cl)eX)
1-0
t!
l1j0>
::>0::
o
(It) ..
8z
NW
::>
W
SHEET 1 0 5
501
32
34
41C
41E
1F
4 C
52B
9
890
89F
10SA
1 F
113
138E
3% SLOPES
0% TO 3% SLOPES
LEG NO
-89-
EXISTING MAJOR CON OUR AND ELEVA ON
EXI NG MI OR NT R
E ISTlNG WETLANDS
EX STING STO M DR I AN SIZE
X/STING AT R AN SIZE
EXIST NG S NIT A SEWER A 0 SIZE
EX 8
EX 8 S S
~ EXIS G IRE HYDRANT
ZON X PER FE A MAP 410 9 62F DATED JUNE 2 1999
1
2
3
w
CD
w
(f)
)
/
/
/
/
I
I
f
I
~~-
\
\
\
,,\
"
,\\
2063 US ET STR
EUGENE OR 91408 (541)6 3-1
DATE BY
12 01 03
E
1'--'1'
J
1 0 - 20
25
00 - 25
1 7 - 25
0677
I
{
\
j
I
"\
r-~J
~
.,/
/'
x
//
X t:: '\6 p,
SCALE 1 = 60
APP
S TE ASSESSME T PLAN
MOU A NGA T S BDIVISION
P ASE 4
elT OF S R NGFIELD
PUB Ie WORKS DEPARTMENT
SHT 2 OF 5
/1
/
/ /
/ I
/ !
I I
I
I
/
Su6tD03/
5 ~
tr
/
j/
/
(
-----
- ------
/'
/
----
I
/
I
/
/
I
---..
I
I I
I
/
/
x 0 q
/
...........
--
--------
-----.
'-.
"'-.
'--
---
"
''J'
--
'-.
/
,
'" ~
"~ ~ '"
,
"'----....
'-
~
\
\
~ "-
',,- -"""---
"- --....,
...., ~ '-
'-. \
~ "
'-. \
-- - "-..
"'- "- \ \
,
---- '" \
--- \ \
-----. \
----- \
\
\ '\ \
\
\ \
\
.,//
/ /
/ /
II /
/ / /
j
I
/
----.
--
'--....
./'"
/
/
/ / /
/ // /
II / /
/ I /
I /
y I
/ /
II
/
/
/
I
I
,/
./'"
X
Sk,X
Q.i 9F
---",
~
~
~~
~
---
/---
~
I
~
'-
'------..
\
\
\
\ \
/ /
/ /
/ I
)
-- --- ./
/
~--/ /
.//
./'"/
/ /
,// ./ /""-..,
/" ~
/
./
- - ./'"
../"" "
""
--...
----
--
.........
---
---
----
--- -..
----
----
""
"-
------
.....
\
~
\
\
\
\
"
"-
"
~
\
\
\
\
'-....
-
---
\ \
\
\
\
\
--
\
'"
"-
"-.. ~
~ \
\
-
"",
'"
'\.
"'"
'" ~
"
\
>....
--
,..--- --
...-/
/"
(
I
I
f
I
!
J
--
~/
.,/
/
----
/
/'
/
I
f
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I'
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/133.51'
" //
, /
'v
,{ c
..,
~"') '-"
5.00
~/
,
~H.Q(J' (~I
· .l.~ I I
~. --...; II
'''---
I
I
1
:.; i'
l ;c
~I
lill
17 2S I
g:
),
I
IRO'
120.02' I'~
I ~
I tv
1~ SF. it, CXl~
117.OJ' i ~1'
121.54 ___ Q: d1:
5 )jC;'
51 J.
11,075 SF.
!pi '
~ ~ /
'1 '
~ / 3
: ~~/ ~
jJ. I
11 SF. /
I
:: !
~ /
,~ /
I
'17 / :
-/i
I !:"I
"""Ii
547.55'
48
1UU SF.
120.00'
N
0-l
-.J
o
~
49
to.m SF.
:rc>
<0 C>
0;0
c> ><)
- ..,.
" II
....0:
116
346,651 S.F.
~
(\,.
"\
'21>.00'
310.00'
.
.
<0
~
t-....
----
II
,~
l
115
1G,D SF.
8
Sf
-v,w'
NORTH CLUSTER DETAIL
SCALE: 1 " = 120'
1~OO'
114
21.130 SF.
389.74'
,
,
l-----------------------------------------------~----~
I /
I /
1 /
I /
~ I /
d I /
~ I 125 /i
I 46,856 S.F. / b'
I /~
I /
I //
I /
I mu /
I /
I /
I /
I <! /
I '6'0"
: t<~
I ,
I "
I ,
I "
I , 7
I ;:g, 0'0
b I 126 c-...i " .001
d I ~ 8 "
~ I 44,769 SJ. ;g ""
I ~,
I "
I "
I ,
I
I
I
I
I r- ~ 9.95'
I b ..
I ti J -....., g
i 215.23' :1 i I 12
1 I ..
I a/
1 L al
I p g
I 10? ~I
: /~ 1
I I I
~ i 30,lls 7S.F. , L I I
I '" la /
I a I . /
. la
I ~'''' ,
I /I /1 I
1 ~I~
I I ' 0 a
I 200.36' I I = ~
I' ! :::0 II II
I 't'll ~ 0::::
b I I ~
o I I
d 1 '\~
<0 I :::0 II _
\I \~
150.26' 128 ~ I~ 1\
I ol?
I 20,760 S.F. '=:> \~ 1
I 0 \ \
~ I ~ \
0'> I .J/I I \
~~. i 129 <'~o/' '" \- \
~ -, I \\ \\\ 1
,,_ ~ 'l)~ ~,014 S.F. <S- liS ~ t \ ;0 r-
" ~ <? ,. . '>.>" 0 \ ~ \ II \\ ~
~'-~ :.> 6'q~~6' _ ~ I '\~ ~ ~
, So 0' :::0 \ 0 .
"VI \, \1 110_
"" II jll 0 ~
'<, ~e) 0 ~
'" 1J' ~ "} w ~ t-' I
'~'O :::> . k.N I
' ~ . /' a... 0 l<-o
'\ o'~ &" 130 0 0 I - 40'
'\ . Od\. '-~I 128'
, 23,642 S.F. T
, ,
"\ ", I I
" I I
"\ >~ f ('
'-J;>' fix:>
"\ .~), ,~
, , to'> I
"\ " ~ f;? r
, 'l"") <p I
, ',~ cp I
'\ "<1:)
\ \_i'~)1
'''\ ~
'''\ ~/ ~ ~
, I; / <c'.
, ~ " V) C::>
'\ \ / II;P
',,\f),.~~Y v 'v ~
~/ CX? f\,
"\ ~',
, ,
"\ "
, ,
"\ "
, ,
"\ ~
" <f~~
'\ ~,
, ,
\ "
, ,
"\ "
, ,
"\ "
, ,
"\ '
, ,
"\ ",
, ,
"\ "
, ,
"\ "
, ......
"\ ~,
\ .0,,\
, ,
"\ "
, ,
"\ "
,\ ,
(',.,.~ ,
.:..).. ,
, ~<() ,
124
29,775 S.F.
"-
U)
('....
Q 1 ~
. '\:;j-
. Cti
~.OO ~
<v
II
ct-
164.16'
-
<00
.......0
123
28,832 S.F.
'0
a
d
I.()
~
192.31'
:::or-
B l\
~ (j)
OJ (}'I
o .
.->-
00
o
-
;......
I"')
0:)
co
~
122
49,800 S.F.
;,..
<0
r-r)
I.()
-
252.23'
;,..
c.ci
I.()
121
48,587 S.F.
~
~~.
~
I R/W
II O.~
10' 1\ 5.5)
P.U.E.
PROPOSED STREET TREE OR
STREET LIGHT IN P.U.E.
~
R/W I
))'5'
5,5' / 10'
P.U.E.
40'
ct
1
~ CURB & GUTTER ~
PAVEMENT SECTION = 411 A.C. OVER 1211 C.R.
14'
14'
2%
2%
2%
2%
5' CONCRETE SIDEWALK
CURBSIDE AS SHOWN
ON PLANS
51 CONCRETE SIDEWALK
CURBSIDE AS SHOWN
ON PLANS
TYPICAL
- 40' RIGHT-OF-WA'Y
NO SCALE
SEe T/ON
,
In _
~~
I
R/W I
I
10' 5,5' 5.5,
P .U.E. 2%
PROPOSED STREET TREE OR
STREET LIGHT
~7
14,
I R/W
5.5, 5,5' 101
2% ,P.U.E.
501
ct
I
14,
.42%
2% L
5, CONCRETE SIDEWALK
CURBSIDE AS SHOWN
ON PLANS
CURB & GUTTER ~
PAVEMENT SEC1l0N = 411 A.C. OVER 1211 C.R.
5, CONCRETE SIDEWALK
CURBSIDE AS SHOWN
ON PLANS
TYPICAL
- 50J RIGHT_OF_WAY
NO SCALE
SECT/ON
PROPOSED STREET TREE OR
STREET LIGHT
R/W
~
qj
R/W
10' 6'5' 5,5'
60'
ct
1
18'
2%
18'
5,5' 6.51 101
P.U.E.
2%
2%
5' CONCRETE SIDEWALK
CURBSIDE AS SHOWN
ON PLANS
CURB & GUTTER ~
PAVEMENT SECTION = 411 A.C. OVER 1211 C.R.
51 CONCRETE SIDEWALK
CURBSIDE AS SHOWN
ON PLANS
TYPICAL
- 60) RIGHT_OF_WAY
NO SCALE
SEC T/ON
PLANS PREPARED BY:
THE FAVREAU ,GROUP
CIVIL ENGINEERING
2063 MUSKET STREET
EUGENE, OR 97408 (541) 683-7048
I
DATE
BY
12_01_03
DESCRIPTION
REVISIONS
APP.
/
/
.<
L~~
~S:>.
.. /'<.J
~~~
n.' .I~ ~
^-)J L~'
II fv~
14 ~<::
/
19,653 S.F. /
/
.. /
0:>/(:::;)
V)/(:::;)
~:/<r)'
7?/~
-..J I II
10:::
/
1
I
&
&.
~
13
0'if 16,045 S.F.
.~..
~
If)'
OJ
"-
140.00'
-t
I
15 I
I
14,000 S.F. I
to
IC?
la
1;2
1
I
I
I
1
I
I
I
I
I
fa
la
10
1;2
I
I
1
I~
I '
I
I
L
,Ig
10
la
I~
I
I
I
I
I
I
I
18 ~. :
13,720 S.F. "...::j 1
~ 125
~f&
~I
~I
~
~I
19 ~/a
'W/a
12,610 S.F. ~ It.O
. ~ I.'"
r--------~Zt, ~'I:g
! ~
~/o
co, .
. ,U)
CO,N
~U)
II I"
~~
" III
(J11-.J
N -"
(J1 I.
. 1(J1
010
0-1
i
\
I
:::Olr-
II I \\
(}'I \<.0
1"\0
79 (}'I'
. \ 4>-
o\a
14,254 S.F.o \
\
\
\
\
\
:;:o\r-
\\ ,\\
<J"\c.O
~"\ ,0
80 '~\6l
. \to
o , ~
14,309 S.F. 0 \
\
\
'0
a
o
;2
"'--
140. DO'
J
'0
o
o
a
---
16
14,000 SJ.
0:,
<0
"
a
a
o
a
~
17
14,000 S.F.
140.00'
'0
a
Cti
0'>
140.00'
'&
c:;
0')
to
tr.?
N
...-
78
14,629 SJ.
139.69'
~
u:>
.~
/..
~
-
..f:>-
C:.;-\
CP_
\4\.~\'
<:}
.~
~..
~
J?
'cP
::;..>~
\
\
\
\
\cg,
\a
81 \~..
\
12,600 S.F. \
\
R)
\1\\)~
'b
;;>"
.~
~..
~
'Q
(/..
\ 1\\)5)\5
120
49,557 S,F.
82
14,274 S.F.
Go. \)1
\b(..)'
~
~
''-\
;;>" ~
,,~
f),.V .
~
~/:
0>"
~
v
'67"
119
44,571 S.F.
~
1--<0.
~
V
./.
0>..
118
42,857 S,F.
~i
~\)O:> .
, F~'
<:.J~
~.
~
~
&.
~
<:.J~
~.
~
11
16,000 S.F,
0'0
'00"
12
16,000 S.F.
~
<?
'00"
/
/
/
/
/
~
/<:.J<:)
L~.
//~
/
/
/
/
/
/
/
/
/
~/
~. /
I\.~ "/
:...'/
/'
./
/
/
/
/
,/'
/
/'
,
I
I
I
U
I
I
I
I
I
I
I
I
I
I
I
I
IN
IG-J
l~
I'
10
IOJ
1 ....
I
I
I
I
I
I
I
I
I
I
I
I
IN
10
I.
IN
IOJ
I ....
I
I
I
iv 1s-
I: :r=
I a f'?5 r"\
I~~
111 II---
j-J tr.
I
,
,
I
1
1
1
I
I
I
1
1
1
I
L..
la
/0)
/ c::;
/~
/
I
1
1
1
I
12$
I
/~
/~
/~
/~
I~
/~
1
,
~
\~ro~
<0
<0
<0
.--
('\.\ji
~~.
")c\..
~.
~
~
c&
~-
~
cg
'(5)
0..
7
29,687 S.F.
1<>0
''>9''
8
24,843' S.F,
~
~.
;:y
<.9 ()
...::/.>
6
L = 6 O. 0 0 ' 13,600 S.F.
-- 'R;;Ti5'.OO-- ~::::J 2 ~
R :::: 't:ti!, 1 I $'
o~'OO' '~,~ 5
'" ---- 8a'
~- ---'............. .a~. ^ 12167 SF
/ /' " "'- " <~qp' . . ,,~
' I, \' L:lj.tl - - '" ~~ ~
~ ~~~; () = 7 5 -:o-O~' ~ la, ().
/ 'v / /\ "J . -1 , ~ ~av"'>... u 7' >-
' )V ~ \ !' " - - " u/
/' / ';;,. "$.?.9Q> "'--",- '" >.;f>,?>
// ~~// OPEN SPAC['" '~, "'".6'p
/' ;/ 34 .?-?J.?' 10,569 5.F. "'\. /', IOq;~,
/" // ) ~~) ,~" ,
/ 11,873 S.F. I?> I / ~, ",?
/ <v ~" ~ /0"
/ // '8S" /~ / ' ", ..ou('
/" / )'/)(5' ^~ 98 > I{~Y ~,,~
/ V. \ oJ')"'J /.o.~... I
/ & ","V . <; I I --.. () \i ...
" <:.J<:.J/ cro '00" '" / I " (9A _ 15'............. '='
/ ~/'/ 7" .. /~ " II' . 01~ R~,:::. /
" / 35 / I , ~ SO',<:
,,/ /// ~~(:::;)~. .. 11/ l~,,;,!..S<1 <-') k~ . 0 "-
/ <9 11015 SF ~I <;:) ..o/;':....~ '""" "
/ / '~~..' .. ij~/....~<i). ":J\:;)/" .. I V(' " ~ ,,<,
/ / 33 'v / ~ ij '/ "\,, ',,, &',~
/," / 7 /~;/~/ /<<:- /. ~7 ~ "'" ~ 0
. // / 10,336 S.F. ~ /0$1 ,;. ~ OJ7/ ~ ~ "" ,,1>~ /)\~ ~
~/ B~6':~-7'~' .~'~. q"?-.,~ V8st- OPEN SPACE )--, ~, V",,, ;'~~'d. 00;,. /
// ~/~/ '" ///GS /" J/ ~ 18,968 S.F. ~~-;-.: \v\" ~\ I~
" 32 / S o"~ \ IC\.J
/ // 36 / /" 4 'S6h.o '\" '\ \ [e:;:'
/ // 10,137 S.F. 7> 10838 SF // <;S' 0 \r- 1 111...J,1 r.-,.
/ / l..!~o..' .. ~ / /" /. /0 \
" / .. <:<.,/ ~ 43 \\ ~ \ 14,990 S.F. f~'
/ / .3.. )~ /fB:> vo.. / ~ \..> ,\ I
/ // & 00' t;;;)~ 70J /~y (?&/ // 12,717 S,F. O:l~ {:>&/)" <J" "e: \.. "
~ ~// cr&~:~" ~ '6/.. ~ /" // 77~ ~. v'o N" b\) " / I
v.. ro....\:).'/ v ~//. / h va' ~o. ' d ,<. ~ is.
." '/ .. / 08 . V.. Go.(\. ~ 'I (kU, " "/ II I~
(5).. "'/ / ~ ~ '6'7 .5'> O'~ ' sta I~
// 31 [9 37 4f':// / /;' >-~.- .6;>. i,-;; "\ l' 7.?'s:~~<'!,: J-
10,122 S,F. A> '0/.. 11,507 S.F. ~'\ ~/ .\ " // 42 ~ .. 44 ',(' '~'7 0 ---__.......(~
J ,Y ~/ / (9 .p ,~,SOI c-v~.
~. ~\J ~/ .~# // 17,130 S.F. '6;>.. ~ "2 " -
77' > 'ffr l~, 12.379 S.F. " s ' --"-1.
V 'lQ"V ~y / . __:~,&.. ~............._ --l.-
'ifo.. ~. CV / v " _
// c"l.' / r_ ..' 00', ______
/ ~CJY / ~ 7J"..o ~ ~, -
/ <f/ L'/ /qJ~8'~' 45 qo/, ~. + "Ir';,,~'.,'--3..:.?J. ~
/~ //~. 41 ~. /5.00----~~\
" / 12 328 S F ~ If A .. 19,557 S.F. N I
/ // " .. ,,' ~ I
/' ,/ / 47 ~ 101
~ 20,657 S.F. 48 10
/ /4:>f:; /;'<?6'51' <t>~ ~ <t. ~ 12,042 S.F. IQ
~ /" 1// . st6''' .<:&.. ~ 120.00' I
<v' (Q/(:::;) I
r!!j 1(:::;) <:0/ I
--I /;::' 40 '%.. I
I /J! 'iI 14,322 S.F. 46 <0 49 I",
/ 1>0 21,423 S.F. b l~
/ ~I 0:; ,\0, ?' -"':. 10,923 S.F. I~
, I ~~~ zV.(b> /510 !
I .~\.;...-~ ::::6 S ~. '00" 120.02' I
I R::::2s'i!!.I"~..> IN
-___ . 00' 61 >i" \?.9.~\"l ~ i~
'-........, ", { ~ 12,760 S.F. !:2 I~
.............. " ~7 .... 1:-'
'~ Ifi~" 00 50 I~
, ?sc1< if \ ~ I
"'., . o~<' "r::.",r::. <P~, t;; 12,376 S.F. ~ I;; ,
'" ' en t-....,. /
'<~ " 60 <q ~/~ 0'
''{ ,\ 12,567 S.F. 117.0J' .!!, lei;, t I
, , ./ 121.54 t:r/'
\ (,0'\\ (j) ~ la
" \\ \ cP t u) la I
\\ \ ~\~~' ~ #!,~ I
\('" \ 0 \ .. 51 -.J If:!::
~ \~ 0 \ f\().()()' 12,075 S.F. L /'
~~ \\ \ 0' !:!11f::::: I
\ - Qb
<? v \ ~~ ::-.. I'" /
~ \-.1\ _ \ :1J\ r- ;::: I
\ \ ~\ ~ 176.50' ,
I I (}'I\ <:) 59 724.25' /
\ \ :=>\ ID 11,885 S.F. U' <0 52 I /'
I I' ~I ~ ~ ;g /
1,' ~. ,I -!. 10,345 5.F. l<o4 ,/
I '-' b - 82.24'
J "'! 115.00' ~ __ ,'co /
I '150', · 52 1 1 1
0.331 176.33'
64 w to b8' J 106.00' / /
6:/~ J - I I '
11,000 5.F. b I~ I 58 Ji? 54 , /
Lf I' ~I ~ 10350 SF g {2' 12,488 S.F, 2 / I
t I' .~l1l~' . . g 0, 53 ~ /
- 10,282 S.F. ~ /
T f" ~ " 115.00' ,10, ,
T !~) ~ , ~ / /'
['I .1':> ~i I ~. 88.00' 198.00' 106.00' f '
~ I' 0.:/1 gl € /
1::--" Jo ~ <ril 57 g 110.00' ,'CS /'
67 ~ 10 ~ I 11,388 S.F. d ,
r -....; I' .0.. 1 00, 0 r.... ,
11,000 S.F. ~ /8 " ..., I - ::: ;., f /
~ - " ::j I ~\ 0) 56;; I,
~ It-, .. ."'fr----l00]ilr------~--__ ___.I: 2 7. 791!,466 S.F. - f1.1
110.00' t/:} I I .1. I R 5""'2""'5~- 55 /~ /
I ~ 0 (J-
~I rl ___PROP:. SlDEWALK~ b a:, . -/Q?~__ 12,662 S.F, I I
,...~, --- --!:!? ~r-------B::::::500' v - __ '/
~,I ----__ ---_ 1 0
r- ~ " .;I u " - ___ 95:(XP"'-_.-d\ I <:::>
6 8 '-J,L 'A(' - --- ----rf\T- / c::;
'-' ~.~, -___ v . 0)
~,~ - I f- "/ r----WQ.QJL_____ ----_ I
11,000 S.F. lIS ~ I f- ( .- ---------_ ----___ J:.1::L. /
I ----_ ----,
f I I --___ ' ---,___,
L I ~! l1,3~\.F. ~ lrP'tlJONA vg ------.c ----~~1' >-"1
~ i ! 1;; ----"/ :1) /
I 1 J 115.00' ::)' /,
L I ~i ... f / ~
I~ 1 ., 9 2 I~ ' 0)
I~ I 21 11,792 S.F. ,'g:j /
~ '0 I' I 90 ;,.. I /1
o 10 I 0 ~ 112 /
0'> ItD I NIO 10,432 S,F. 0:; .00' I 1
ol~ j I.()ltD I /
.......,<"1 mlc.o
89 97' II II "I N , 1
. -J It:r -!j ~ 114.96' ~ / / &
I , I 0) 93 I I c:;
I I J f& / 0)
I I 89 10,080 S.F. l.
/ / .,,/a fg /
! ' :/ ~12,222 S.F, 712.00' / /
, / / <g>! :; fIt f !
~ / (:::;) / -.1/11 0::: c:; /
<1-)'/~ ~ &: /
0)1<1-) I / c:5 I I C
~ ~~ / 0) 94 I ! ~
'v /11 / J l 0)
///<<:-. j" / 1.1.00' 10,080 S.F. /& 160'
I ~
// , ;?I ~ 10)
/ / ./ (:::;) I
...../ ~'/ <i)' 112 /
\..... /" I; // C'\ '0 .00' 1
\ // 'vI ~v :::: 1
'1.~'/ <:) , /~ ~ I
" \.. /\~ . / // 88 ~ If/?
--_ /~ '1. " / (::2
------ L ::::::21 3.08' _-----/ ,,/ \ // 14,776 S.F. 0; i 95 I
R~215~OO-- /,,,/ <o~/ & ;...... /a
./ r\,\;/"<:)~ 7:> "- ~ 10,317 S.F. l.()/a
-- (\ \~~ ~-'>..... ~. Vst b. la'
......... 2.4v ~ ~// ~X:> '6)-.. 0'>_.......
, ---- R == ~ --- // 0 ~ ('..., 11:;;
'---------.:.-- // " I J II
, // 1 EJL 95 43' -J 10:::
CO:) ..--"-- 87 a.. . I
\.. -~\ .:-~-~ ~~~ ~
---~=-~LA~----J----t;~~.~ 13,952 S,F. ~ , I
R::::265.00 ~ 1
86 ~ .. 10
V" \)\) ;,.. 96 ~ 10
13,003 S.F. \~ro. ;;j r: 10
~ 10,187 S.F. ~ l~
" III
-l,o::::
I
!
I
I
I
:::011
\l \11
t.r, 97 ~ I~
""-; 0 \.
2 10,863 S,Fb \<:':
o \ - \
~
,29.45 \
\
\
\
/O\r'
\\ \ \\
6>\<.0
98 uJ \-1
OXt-=>
. \<;1
11,859 S.F, 0 , -
0\
\
\
\
<:.J~
~.
~
">0
'OJ'I
<0 <0' /
<0' /i)1S
~~/'f:.~ .
v/t... ""
/': ~ "
/~
/
..(
~~~
/"'J~'
76'0
'00"
8/:{).
9
16,000 S.F.
1<.1<1"
0'0
'00"
/
/
/
/
AI
/<:.J\:)
~<:.J'
//",
/
/
/
/
89 ')
.<,~
4
12,131 S,F.
~
!'-:
~
~
'~"
10
16,000 S.F.
3
12.408 S.F.
~
~.
~
{;.
0'
'~J
7~
<?
'00"
/
/
/
/
/
~
/&
<<:).
,/~
/
/
/
/
2
14,496 S.F.
o
'--b..
/
/
/
/
/
.<
~<:.J
/~.
//'"
/
/
/
/
I
at!
1
I
I
I
1
t
I
,
----1
,
1
I
I
1
I
0$
8q> 0.7:;>}1' /
&
~.
';)<:
30
I.], 10,641 S.F.
1 ~ ~ .16'
'8.68'
;!2~ />..
~ v
N
k
/!f!;...
.....
t;1
38
13,316 S.F.
/
/
/
I
~/~
""J/r-..
./ ....,
~I I.t)'
C::>/"-
....../
II/if
-.1,0:::
I
~~ I
~. 7\
'7\---
----130")-6,...---__
--
29
14.470 S.F.
'''0.00'
to
~
'<.0
0'..
\\~5)G
-a
(/
'Q
v"
\
\
\
\
\
-8\ 11,000 S.F.
(/\ /.
'd 0..
(/1 .-0
\~
\
\
\
y}3
. \
~\
'\
\
\
\
,
,
" <'
?'~
~\,<.T
~/' r<'
S'~6'}1' J
'o~
0,
,
,
,
"
75
\\\)~\)
/
~
/~
/{\..'
...z /.
" /~\:;)
'V. .4... .
I.t) IC'\'J
/J /c,/
'-tIll
10:::-
/
/
^'1/~
"../C::>
. I<r)'
::;IC\.J
II IC\.J
-.J 1 1/
10::
------ ~~A
lT6J7-----~~>" I.ri
J<~ 48'
I
~I
w'
~I
Ji
" I
1
I
I
160'
1
136'
!
I
\{p
\ .
\~
\
\
\
'1> ~\
~\C>
~\~
'0 -("
o ,
,
,
',<,
1J'~
~'\Os
83 6'0''',,0&
'0'
0',
18,147 SJ. "
,
'9. 681
kJ
c:;
co
39
14,016 S.F.
~
ui
co
63
13,910 S.F.
118.36'
143.36'
135.U<<1J.OO'
I
;,..
u)
~
.......
a
o
d
o
65
18,251 S,F.
110.00'
264.36'
-
110.00'
66
19,438 S.F.
o
o
d
o
161.32'
:;or-
n \1
NOJ
NO'
c:r> '-1
o <.0_
o
1
I
I
I
1
1
I
I
1
1
/
1
1
I
120.00'
720.00'
a
o
d
o
115
10,800 S.F.
t\ SJ\)
69
20,853 S.F,
\)<j~ci ,
\ ~\) 5)<0
~
'0
p"
B
Jv)
"'-
&
:2 /
I
,
,
1
1
1
I
1
1
/
1
1
I
1
/
I
1
I
1
1
I
,
I
I
I
1
/
I
1
I
1
1
1
1
1
I
1
1
1
1
12 /
Jv) 1
((") I
,
1
('.../0
O)/a
./ a'
"<:t-I('...
'\:;j-/l.()
III 11
-Jlo:::
&
a'
0)
110.00'
223.96'
720.00'
112
10,800 S.F.
/
{9
. r..o.
CP..
70
21,238 S.F.
&
c::;
0)
72
30,808 S.F.
720.00'
t&
v
.~
to"
\
1)~g
~
7
'f.9
::>J
111
10,800 S.F.
&
a'
0)
g")5)1\
71
15,899 S.F.
120.00'
74
15,857 S.F.
~
~.
~
~
if
.~
if..
~
v
.~
to..
'......, I
,(. '='.9
/:) '"" 8
If'=' ') "",2 J
<65 ......-
.00---
--
&
~.
~
84
15,227 S.F.
746.91'
~~
}1'
.&0..
117
57,488 S.F.
'S)
""'"
"
,
'......
'............
.........-
-
-,
9~
0.2S~-
-......
...........
NOTES:
1. BUILDING SITE LOCATIONS ARE NOT APPLICABLE TO THIS APPLICATION DUE TO
THE PROPOSED GRADING,
2. PURSUANT TO SDC SECTION 3'.010(3)(b)i4. THE PROPOSED LOTS
C'OMPL..Y' fln1lTHE SOLAR ACCESS STANDARDS,
3. SEE PUBLIC UTILITY PLAN FOR UTILITY LOCATIONS,
4. SEE RE - VEGETA TION PLAN FOR STREET TREE LOCATIONS, TYPE AND
ADDITIONAL PLANTINGS.
5. NO CURB CUTS OTHER THAN FLAG LOT ACCESS POINTS ARE PROPOSED AT
THIS TIME.
6. NO TRANSIT FACILITIES ARE PROPOSED AT THIS TIME.
TENTATIVE SUBDIVISION PLAN
MOUNTAINGATE SUBDIVISION
PHASE 4
--
<v~~O.fIiDP€&
~ ~0\N(~ J!\&1~
C!:i #182 - r ~
9\~
~ t) OREGON ~ ~
1>~ ~C. 31, '\ 9~ ~<v~
. 01\;0. ~ ~~
EXPJRES DEC. ,311l1.JJtJ3
CITY OF SPRINGFIELD
PUBUC WORKS DEPARTMENT
SHT. 3 OF 5
~ 0+ CS> pCL~'>
1
/
1
1
/
I
I
1
. I
(
I
/
I
T
,
I
\
I
\
\
\
\
)
I
---,
--
--
--
--
---
-
----
-----
----
----
---
----
----
----
----
-----
110
10,800 S,F.
73
20,747 S.F.
720.00'
109
11,248 S.F.
"- /
C\.J I
0) 1
co I
1
1
,
I
-- 1
----------f1QQ.:d
108,56'
C
a
c::;
~
-I_-
I -
I
~Ia
""0
.1. 1 08
_/0
olt-....
r<-I U) 10, 107 S.F.
II I "
~10::::
I
,
I
,
\
I
\
:::0\1
1\ I II
(]lIeD
-.JICXl
O\,
, \ eD
0\0
o ~
I
\ --
\ ...,.-
<~6'~_----,@;:G7)
. iJ"
---
85
13,003 S.F.
--"
I"
o
o
o~
Cx:>>
t-....
.....
03
,
\J1:1 ~
105.02'
110,00'
132'74'
\
107
11,619 S,F.
~
'<3~
-
,
"
o
I--
~
<(
I--
W
o
u:=
W
I--
U)
~
~
U
I
I--
u:=
o
z
w
w
U)J
&
c::;
0)
310.00
/'
/
/
/
/
/
I
1
I
I
I
\
,
\
\
/
/
I
I
fo
1
\
\
\
->,
-- '\
---- \
---- \
-- \
\
\
\
co , .1
j J~ ~
! -Jt7
I I (~~
/ .~';---
58.8"6~-_
I L~-
;--- ::::J6-~
'----, R ::::325.12 -.....
I ----- 0 -......_
/ \ ----'______. 0 -,__
/1 '1.\:1-\ 58.79, o~
..r-__ L ::::31 '--...........
I (----..B::::. 011 --........
/ "- 1 .........<-1 5 /) '.........
""t- 1 ~-...:.v/O
0)'
J' ~ II -------
102 ......-
I ~ 0/ s:::> ......--......
/ 0:> ~ 10t890 S.F. ~
I ~~ ~.
"?
(f
'if
rf"
~
...\>
..\>~
106
12,380 S.F.
,
<jl\,lQ<Q
\\'l:1~
\\)~.~\5
1?
if
'J
~..
105
13,069 S.F.
g(Q~\
f?d
N
IV)
,
\41.93
~
'<l'
;!)
~
.0
~"
104
16,661 S.F,
,
88.96
~
~.
\X
-
--
'......
-
-,
'-
-,
--
-..........
'......
-,
-,
......,
"
,
......
......
,
,
,
"
......
,
"
......
"
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
\
,
,
,
,
,
,
,
,
,
,
"
"
'......
.....-
137.30'
6l
~
.~~
~
11,072 S.F. -J /0::
I
J
,
I
1
1
I
/
1
I
1
1
1
I
1
1
1
I
1
1
1
1
1
/
/
/
1
/
/
I
/
/
I
I
/
I
/
/
/
/
/
/
/
/'
/
////'
1(:
89.02,
103
121681 S.F.
SCALE: 111 =60,
96.30,
,
,
,
,
,
,
,
'-
~
I
I
/
I
I
I
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/'
/
/'
/'
/'
/
./
.//
././
/
..--
/"--
--- -/-
10, ------ ------
PUt --------------
"
,
,
,
"
"
,
"
~
~
Y"<B
(9J
to
...- -
L()
is
c::>.
.-..;
......
-
~
s
o
~
w
m
w
w
en
PlANS PREPARED BY:
i
J
J
J
J
I
J
I
I
I
I
I
I
J
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
J
I
I
I
I
J
I
I
I
I
I
I
I
I
J
I
J
I.
I
I
I
I
I
I
I
I
J
I
J
I
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
J/
"" /1
, /
'v
----~--------------------------------------------7
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
(,
"'"
""
""
"
'"
'"
"
,
""
"
"
,
,
~9
~ S,F.
,
,
"
125
46,856 S.F.
126
44,769 S.F.
127
30,875 S.F.
<
128
20,760 S,F,
,
,
\.
,
,
,
,
,
'&..
"\~
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
o
x>:
1211 S,D,
811 S. S.
~~_YL-
~
-FO-
-p-
~
=1l'~~D=
.-l3"~S=-
811 W
---
...
130
23,642 S.F.
~
)
EX, 8" W. W.
-----------------
; -!--
1
\
~ I \
\ 1
,
~.. ~
11 l
I
\
I
\
T
~
I
I
..'- t C~
]
:2/0
00 en
J&N
1:'-
I -~i-
i ~~
I
! J
,;~
r-
I
124
29,775 S,F.
-
123
28,832 S.F.
~
--
I
122
49,800 S,F.
121
48,587 S.F.
-,
-
J
L
~
-
,
,
I',
,
\.
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
"-
\.
,
,
,
,
,
"
,
,
,
, 6>..
"\. .1;-
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
'\
,
'\
\.
,
,
,
,
,
,
,
,
\.
\.
"
,
\.
\.
,
,
\.
\.
'\
\.
\.
\.
,
,
,
,
\.
\.
,
,
\.
<,
,
,
\.
,
,
,
\.
\.
,
,
,
,
'\
,
,
,
,
,
,
\.
,
~
it
I
I
I
\
\ ,
\ \
\ 1
\~\
\ I
9\\
cPY\
~\
~
.%~
. \
\
\\
\\
\\
\ \
~
"
~
. &..
/p
STORM DRAIN TO CONNECT TO
PROPOSED STORM DRAIN IN THE
JASPER ROAD EXTENSION,
LEGEND
PROPOSED CATCH BASIN
APPROXIMATE LOCATION OF PROPOSED STREET LIGHT
STREET LIGHT JUNCTION BOXES WILL BE LOCATED NEAR
THE STREET LIGHTS WITHIN THE P.U.E.
PROPOSED STORM DRAIN & SIZE
PROPOSED SANITARY SEWER & SIZE
PROPOSED WATER & SIZE
PROPOSED FIRE HYDRANT
EXISTING FIBER OPTIC LINE
EXISTING OVERHEAD POWER LINE
EXISTING FIRE HYDRANT
EXISTING STORM DRAIN & SIZE
EXISTING SANITARY SEWER & SIZE
EXISTING WATER & SIZE
FLOW DIRECTION
THE FAVREAU GROUP
CIVIL ENGINEERING
2083 MUSKET STREET
EUGENE, OR 97408 (541)683-7048
12_01_03
DATE BY
120
49,557 S.F.
119
44,571 S.F.
18
13,720 S.F.
78
14,629 S.F.
118
42,857 S.F.
12
16,000 S.F.
13
16,045 S.F.
-
16
14,000 S.F.
17
14,000 S,F.
\
\
\
\
\
\
\
\
\
\
\
\
\
,
75
11,000 S.F.
11
16,000 S.F.
/
/
/
/
/
/
/
/
/
/
/
/
/
74
15,857 S.F.
,
"
,
"
"
",
................
8"
'- s.s.
..~,
--......:: -
................
........,
,
"
"
'......
--
84
15,227 S.F.
,
,
,
,
\.
,
,
,
,
,
,
,
"
,
,
"
"
,
'......"
........
................
"
........,
"
"
"
"
, '-./ill
...Jt.,
"-
"
......"
......,
'~,
~,
~
NOTES:
, 1. POWER, GAS AND TV SHALL BE SHOWN ON THE SUB CONSTRUCTION
DRAWINGS
2. MAIL BOX LOCATIONS SHALL BE DETERMINED BY THE POST OFFICE DURING
THE CONSTRUCTION DESIGN PROCESS,
DESCRIPTION
REVISIONS
APP.
\
\
~
\
\
81 '\
12,600 S.F. \
\
1
\
~
\\
\~~ ~ '-
~
:'(
\
\
\
\
\
\
\
\
\
\
,
,
,
,
\
\
\
,
\
\
\
\
\
\
82
14,274 S.F.
,
,
,
,
,
,
,
"
,
"
,
"
"
)<:&
83
18,147 S.F.
117
57,488. S.F.
8
24,843 S.F.
9
16,000 S.F.
/
/
/
/
/
/
/
/
/
/
/
/
10
16,000 S.F.
/
~/
/
/
/
/
/
/
/
/
/
/j"
"
~ /%~~.
{\
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/{
/
/
/
/
/
/
/
/
/
/
/
/
/
/
33
10,336 S.F.
/
/
/
/
/
/
/
/
/
K
32
10,137 S.F.
/
/
/
/
/
/
/
/
/
'/
/(/
37
11,507 S.F.
31
10,122 S.F.
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ ~-01,;
/
/
/
/
/ 40
I
14,322 S.F.
70
21,238 S.F.
72
30,808 S.F.
71
15,899 S.F.
73
20,747 S.F.
........
"
'...... --
~~ ~~
~~ -~~
'------------".,-.
/
,,?::
/
/
/
//
/'
//
//'
//
~";:/'
12"$.D. ~
- -- ,f~~
'/~~
LU ._~.-~
------_____~u~---
.
85
13,003 S.F.
86
13,003 S.F.
\
I
~~-
~..
~,
~..~
-~
..~
..~
'#-~
..~ ;y
~"--
;y '~
'~
M
-
~X.OJ:f!O~~
~~~G.\N~.~<S'&~ .
(;; #~18240 . ~
.~
~ 0 EGO ~ ~
l/,\ ~ C. 31 I '\ 9q, </.:If
OI\!YTf~~
CONCEPTUAL UTILITY PLAN
MOUNTAINGATE SUBDIVISION
PHASE 4
CITY OF SPRINGFIELD
PUBLIC WORKS DEPARTMENT
-
SHT. 4 OF 5
EXPIRES DEC, 31,l 2/Jo3
4- o~ 0 p~
~
//
<V.
S.
~
<&.
~
I~I
~f- I--
l
SCALE: 111 = 60)
7
29,687 S.F.
6
13,600 S.F.
It
;",-'" -------..........--.........
-
"
'.........
"
,
........"
'........
,
5
12,167 S.F.
-
.J.'
--$.
-~-----
.-..a:
~~
'""i""
................
"
........
........,
................
"
"
'........
4
12,131 S.F.
---
-,
34
11,873 S.F.
~~ ........,
"
"
"
OPEN SP ACt"-"
10,569 S,F. ). ),
~
c.-:,' I
Gj.'j .
'" -
<b
, ~
'........
........,
,
........,
'........
........,
'........
,
2
14,496 S.F.
,
'........
"
........~
-It........
,
"
,
3
12,408 S,F,
/
/
/
/
/
/
I
~
/
/
/
I~
/~
/Cb
I
,
,
"
,
,
'\
,
,
\
\
\
\
\
\
"W ................
"
,
,
........,
"
................
................
"
................
OPEN SPACE'........~~........
18,968 S.F. t;f"
,
,
\
\
\
\
35 /
/
11,015 S.F. ~~ /
/ -4'
/
/
/
/
/
/
/
/
!:t
I
~
,;
/
/
/
/
/
'/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
44
17,130 S,F.
/
/
/
I
I
1 I
14,990 S.F. (
I '
I
I
I
;::1
" ~1
........,-..8" I
......It )
, '?<:- -----/ ;
, v' ~/)
" .OJ -fb7~ /
, ~'.j\ ~ ~
'........,~~ ~RII~c;_
i..............,~~ /
""" ~ Qi:'-,
-----J~~ "t\\
. ~~" ,
It - '1
,: ~
I
I
I
I
I
I
I
I I '1 "'
! -
i
\
I
J
~
1xt
I
I
1
I
1
I
I
J
I
I
I
I
I
,
I
1
I
!-i
{jj~~
I
I
I
I
I
I
I
I
I
I
I
I
I
'~
\ cP,.
36
10,838 S.F.
/
/
/
/
/
/
/
/
/
/
/
/
/
<.P
~
43
12,717 S.F.
\
\
\
,
,
,
"
,
,
'-
/
It
VI
'Y' .~
~~
\
\
\
~
r.
42
12,379 S.F.
/
/
/
/
/
/
/
/
/
/
~
/t
/
41
12,328 S.F.
45
19,557 S.F.
47
20,657 S.F.
48
12,042 S.F,
,~
46
21,423 S.F.
49
10,923 S.F.
61
12,760 S.F.
\
........
"
""
"
,
,
"
,
,
,
,
,
50
12,376 S.F.
,
,
\
'(:9~
~
\
\
\
\
\
~,
~, ~\
\ ~ \
I I
I
I
J
"j
I '.. :
I .~ ~ i
I
I
J
I
1
I
J
I
I
60
12,567 S.F.
\
\
51
12,075 SJ.
J
/
59
11,885 $,F.
I
I
I
/
I
I
I
I
/
52
J 10,345 S.F.
!
I
o / .
o C;)
~/;
L
.Iw. '00
/
--J
i
I
I
I
/
I
I
53 ~I
10,282 SJ. '&:I
I
I
,
~J en
'en
~/(x)
I
54
12,488 S.F.
I
j
,
58
10,350 S.F.
,
I
I
!
/
I
~ (... I
~ i
I I
I I
t I 57
I J 11,388 S.F.
I :
-'-1 -;-~K.
, , ~ ..... '\. '------------- '-
::tit,
15" S.D.
I
I
I
I
I
I
I
/
I
I
I
I
I
I
I
I
I
..............................-.... ."J
--../
,
0) /
0) I c:::j
~ /;
.,.
/
I
/
,
I
ci
ui
56
11,466 S.F.
" 1
~
..-t-- __........_______
55
12,662 S.F.
-,-
--
--
--
--
--
--
,
J
,
I
..L
ft
/
:
1
!
I
'i
--- ----- ,-
-I----_----+~-- ~_
..lj :::i.s.__ _
iI. ;. i-Ll. '"
...%v / ------______ ---..:i ____
~ j( ~ ----
,." ----
I J--
, --
I 91 ----
I -_
/3: 11,388 Sf. I
I~ ,
I
I
1
I
/
I
!
I
/
II ~
,
/
/
'1 /' c:::j
(I'j 0)
.. ..
~ C
1_
111
10,800 S.F.
-~"w
......--
..~- ~
~...
.. -dg" S.D.
B -~- ~
S.s. ..
-~
--
--
--
--
---\
) ) )
I
I
I
92 /
I
11,792 S.F. I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
/
I
T
1
I .
J J
I 1
, I
, I
I I
I J
I J
I I
I I- I
I J
I y;...... ~ ~~ !
. en "'''''''i .
,,~ I ~ I
~.' I 89
~1) II
12,222 S.F.
I I
I
I
I
I
I
/
112
10.800 S,F.
90
10,432 S.F.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
93
10,080 S.F.
,
jt
I
I
I
I
I
I
I
I
I
/
I
110
10,800 S.F.
I
I
I
I
I
I
I
I
I
I
I
/
I
Vi
,;
,
I
,
94
10,080 S.F.
>'
/
I
I
/
/
/
/
/
/
/
/
I
95
10,317 SJ,
,
/
.l.l
/
I
I
I I
/ I /
J / I
/ I 1 09 I
/ [' / 11,248 S.F. /
I / I
I I I
k ~ , /
-'"""'""'!"',.. ....,...r- ~~f----~---_ /
1 !! ----~ I
! ~ i! ------ -~-1
96 I , I 1108
3d I
10,187 S.F. " I I 10,107 S.F.
~ I
I I
I I
F :~ r ---:-b1
\ 1'" 1 l' .. \
I , I
97 \ ~. \ :; \
\ YlI\Yl \
\ 0 \
10,863 S.F. \' \
\ I \ _-
\ .... ~ A --
L------l\........... A-f " --------
1\ ~:<: ..........._--
. ,,1............... _ -.------ -
\ -~
\ -~
\ ~~
\ \ -~-
\
\
\
\
\
\
\
\
\
88
14,776 S.F.
I
87
13,952 S.F.
J
-
107
11,619 SJ.
I
98
11,859 S.F.
~
..............--~
--
--
--
--
--
--
r
(
\
\
\
\
\
\
\
\
\
\
\
~
\
\
\
\
\
\
\
\
99 \
10,028 S.F. \
\
~
\~
\
~
\
106
12,380 S.F.
\
\
\
\
\
\
\
\
\
\
\
105
13,069 S,F.
SEE GRADING
PLAN
100
10,364 S.F.
\
\
~
0>,.
~ VI
....s .</'
tfl
~
\
\
103
12,681 S.F.
-
I
J
I
I
I
/
I
I
I
I
I
~
&J
I
I
/
I
I
I
/
I
I
I
/
/
/
/
/
/
/
/
102
10,890 S.F.
I
1811 S,D,
,
f
.,;"'"---
r"" -_
I ----
I -----
I --
I
I
I
/
I
I
I
I
/
/
~"
<.P
.c?
i7~
..r<:?
)
I
/1
,
,
,
\.
,
"
"
,
~
,
,
"
'"
........,
................
"8,,
~,t
'......-
~~ ~~
........--:------------~
/
I
I
/
I
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
,/
/
/'
/'/
//
-//
---
- _T'f"
"J~
"
........,
........,
........,
"
"
'......
'......
......-
--
---
~~~-----------~~
,'...............
..-----
~-
-----r----
00+St
/
/'
/'/
/
/
/-////
"..-
--
-
--
--
--
~___- III
""'---
---er
/
/
t,'\ S~~ .....-----
('oJ t lJ{-;;:::;. -;;:::;. /'
~". -;::.
-;::.-;::.
-;::. ,
;;f'
~
---:::
0/
0/ Y
) K ~
~) v/ Y/'\',
/'" \,
~ VSTrl
~ / 'j .:.<.~
/// 4' / \'
//~ C ,"") \
//~ ~
/ ?f/
,
. ,
I
~
,
I
I
t
I
If
I
11
1
h 5" C\O
I
I
1
I
I
I
I
I
+1
I
fr
I
I
I
!
I
I
I
/
115
1 0,800 S,F.
---
---
-----
!~4J~
ijlll
I I
I J C~
I l-l.
I f n-
! i I
I I
f 1
I ,
I I
I I ~ r;. I
\ \
I
I
\
\
\
\
I
\
\
\
\
\
co", \
~\
\
\ ,
\
\
\
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
J
I
,
I
I
I
J
\. I
, I
'-2.1"
"
.......,
"
"
.......,
......", ~
.................
",
",
'........
"
"
"
"
'......
,
........
........
........
................
..............
........
,
"
"
,
"
,
,
,
,
,
,
,
,
,
,
"
,
,
,
,
,
,
\.
,
,
,
\.
\
, (os";>.
~
L.
i
i
I
I
I
I
J
J
/
/
I
/
I
/
I
/
I
/
/
/
/
/
/
/
/'
,//
PROPOSED
DETENTION
POND
I
I
I
I
I
I
I
-..l
! ----------
I
I
J
I
J
I
I
I
\
I
I
I
I
I
I
I
I
I
\
J
I
I
J
* I
I
I
I
I
I
I
J
I
I
I
I
I
I
I
1
J
I
I
I
I
J
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
J
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
//----- ~"........
/ '-
/ "
/ .
/
/
I
1 I
I
I
\
\
\
\ )
I
I
I
I
I
I
I
I
I
I
J
/
I
r
J
I
I
I
\
,
\
\
)
I
--...,
--
---
--
--
--
-.>,
-- '\
..",...~-,....- \
--
".;.---...- \
- \
\
\
\
\
\
\
\
\
,
\
,
,
'\
,
,
"
,
,
"
"
\
\
\
\
\
\
\
\
\
\
\ I \
, \
\ \ \
\ \
_ ~~\\L 1
I i9\O) r I
\
\ I V I
I \k~-H
101 I L ~rt----- ·
II ~
11,072 SJ. J 1 J
J I f
J i J
I 8 1
J 1
J
\
\...-
--
--
~lS' S.D.-- ---. -__,
.. ---
I Bit S.s. ----____
.. ::::::--......
104
16,661 Sf.
/
,
/
I
/
I
/
,
/
,
/
I
I
I
t~
1
\
\
\
\
\
\
--- ---\
---- ,
~ \
\
\
\
\
\
\
\
I
I
,
I
T
\
,
I
t;
I
I
I
f
114
21,130 S.f.
113
21,130 S,F.
/
/
/
/'
I
I
I
I
I
J
I
I
I
I
I
I
I
I
\
\
\
,
\
\
\
,
,
\
\
\
\
,
\
,
\
\
\
\
\
\
'"
--
"
'......
'-
............
"......
".....
-~-~-~-~~~- /
.....,
......,
"
............
"
"
......
.....,
"
.....,
"
'......
o
w
8 -
--------
--------
c
.
-790-
72-
E 1ST
EXSTI
MAJOR CO TOUR NO L VA 0
MI 0 CON OUR
E ISTING WE ANDS
EXISTING S 0 DRAIN
P 0 OSE BASIN
PROPOSE TRAIN
EXIS F OW IRECTION
ROP SE JOR CONTOUR AN E N
ROPOSED INOR 0 TOUR AND ELEV TI N
PROPOS OT DRAINAGE D RECTI N
RK
ES
ES MAT
T=1620 BCY S
LL = 22 0 CUBIC YA OS
II
I
\
\
I
'"
\
0677
\
I
i
MUSKET STREE
EUGE Et OR 97 8 (54) 7048
o Te BY
1 _01_03
IPTION
REV IONS
SCALE 1 = 60
CON
o
\
GAT S
PHAS
PP
C TY OF S RINGFI D
sue WORKS 0 PAT ENT
AN
SD V SION
SHT 5 OF 5
Of OJ
r--
/\ E ~T~D N
~ "
6 7 '\
\
\ X
0"
--
"-
"-
~
~"
\
/";
?/
~
2,167""S
\
o
/
/
/'
I
I
I
I
I
I