HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/21/2003
LINE TABLE
LINE LENGTH BEARING
L1 191.33 N67"44$25"W
L2 980.09 N37"35$25nW
L3 687.21 N01'31~~3'1
L4 389.74 S89'12'51~
L5 205.05 S37"54' 47"W
L6 150.00 S52'05$13'1
L7 63.51 S84'36'13"E
L8 356.06 S05'23' 47"W
L9 469.14 S25'55'36'l
L10 400.37 S35'08$11 nE
L11 244.80 S46'50'14 I
L12 158.22 S2T15'35"W
L13 109.0 S67"~4'25"E
L14 1 06.3 ~ N14'511.fE
L15 89.0./ N77"4334 W
L16 64.46 Nl7"13$0t'W
L17 40.31 N35'30'5_Q~$E
L18 62.07 N38'19$17"W
U9 32.89 N1S04'50 1
L20 103.37 N3T19$13"W
L21 17.74 N70'26$32"E
L22 123.33 N31'11'OO"W
L23 317.59 N6S34'20"W
L24 132.74 S7S30'38"W
L25 132.74 N86'38'08 W
L26 146.91 N7S46' 43"W
L27 160.61 N45'53'Ol"W
L28 202.74 N2S43'55"W
L29 114.91 N19'43'54"W
L30 114.58 NOr47'42"w
L31 121.56 NOO'52'19"E
L32 48 .02 N08'52'10"E
L33 185.22 N16'25'OO"E
L34 500.00 N4S01 $46"E
L35 148.32 N4f18'37"E
L36 256.53 N 61'37' 58"E
L37 161.66 SOl'38'Ol' W
L38 150.76 S58'21'59 E
L39 157.71 ~~59"E
L40 101.56 S '23 E
L41 204.72 S42'45'50' E
L42 60.00 S62'13'44 E
L43 84.32 SOO'34'11liE
L44 135.04 S75'24'51 liE
L45 547.55 S87"09'33"E
L46 72.16 S03'19'06"W
L47 771.86 S36'39'08"W
L48 206.00 S14'02'21"W
L49 190.00 N75'57'39"W
L50 269.21 S14'02'21"W
L51 10.03 N80'28'53"W
L52 81.78 S03"25' 33"W
L53 233.45 S14 '37' 42"E
L54 123.88 S36 '35' 35"E
L55 151.31 SOO'29' 45"W
L56 270.00 S21"21'38"W
l57 96.30 N75'06'46"W
l58 74.23 Sl.3"30'37"E
L59 123.65 S58'35$ 44"E
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LINE TABLE
LINE LENGTH BEARING
L60 55.00 N3r24'16'l
L61 21.21 N13'35' 44"W
L62 112.98 N58'35' 44"W
L63 59.50 S49'14'OO"W
L64 112.80 N46'58'14"W
L65 125.74 N58'35' 44"W
L66 60.00 N3r24'16"E
L67 21.21 N76"24'16$ E
L68 154.22 S58'35' 44"E
L69 4.50 S79'55'22"E
L70 45.69 N01'32'17"W
L71 45.10 N02'10'38"E
L72 2.04 NOO'34'11 "w
L73 129.30 S72057'13"W
L74 292.28 N 4$_050' 08"W
L75 98.84 S36'38'46"W
L76 5.82 N49 50'08"W
L77 16.96 S38025'08"W
L78 72.02 S4901 f 48"E
L79 61.74 S38'58'27"E
L80 69.43 S32054'27"E
L81 64.34 Sl3"20'58 E
L82 51.61 S08050' 39'1
LB3 51.07 S06019'09"E
L84 210.00 ~Q3018'20"W
L85 12.35 S86041' 40 'E
L86 91.27 N14 02'21 '$E
L87 28.27 J.j39009'19"E
L88 107.30 N14'02'21''E
L89 82.24 S82'44'09"E
L90 86.36 N08046'54"E
L91 7.75 S75'57'39"E
L92 97.10 N10'42'53'1
L93 10.44 S82028'09"E
L94 60.56 N06029'54"W
L95 224.11 N14'02'21liE
L96 113.83 N20047'36"E
L97 83.61 N75057'39"W
L98 12.35 N86041' 40' W
L99 191.44 SOS18'20"W
L100 240.59 S14'47'36"W
L101 169.48 S59'41'20"\I1
L102 317.59 S63'34'20"E
L103 129.45 N81006'15"E
L104 118.75 S81006'15"W
L105 212.47 N02045'22"E
SCALE: 1)$ = 200'
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EX. FIR HYDRA
(TYPICAL)
RHAUSER
P NY P IVAT
GAD
Legal Descripti n
Ph se 4
NOTES:
1. EXISTING TOP APHY WAS PROVI ED B THE
CITY OF SPRINGFIELD.
2. 18-02 TAX LOT 303
3. WA TER$ WER, GAS, TEL NE A CABLE
SHAL BE LOCA 0 I THE P BLlC UTI ITY
ASE EN T.
4. S R ET 9 WATT, 120 VOLT
LOW PRESS SO IUM LIGHT TH 000 POL P R
CITY STD. 5- 2 AND SERVlC SC ECT PER CITY
STD. 5-11. SEE UTILITY PLA FOR
LOCA TIONS.
5. ELEC Rl TRANSFORM RS AND I HOOD
MAIL BOX LOC TlON SHALL BE 0 TERM NED OURING
THE 0 IGN ASES.
6. SE E - GET T PL N F R STREET TREES
A D A TIO AL PLANT NGS.
7. DEVELOPMENT AREA = 75.2 ACRES.
8. OP N S A E = 5.6 ACRES.
Begi ni at a o'nt h t is North 8 ( 09' 14" Wes 261.45 fee fro the ra s Cap
marking the Southe st Co ne of Se tion 33, To nship 17 South, a 2 s f the
iIIamette M ridian; run thence Sout 89( 09' 1 st 389. 4 feet; thence South 36(
16' 52" West 20 . 5 feet; thence Sout 3( 3' 0 )) East 150.00 feet; th ce Sout
8 ( 14' 07" East 63. 1 fee; thence Sou h 3( 45$ 5 " West 356.05 et; t ce 7( 33'
0" as 69.1 feet; thence South 34( 19' 2 " East 00.73 feet; u 9( 1 ' 19
East 2 0.0 feet; thence South 51 45' 3811 East 230.39 fee; thence Sout 1 ( 20'
08)) est 140.1 9 feet; thence South 65( 7' 39" East 107.44 fee; thence S th 6 (
34' 37" East 77.54 fe ; thence So th 55( 0 ' 50 Eas 3.21 feet; thence So th 4(
53' 27 ast 226.68 feet; thence Sout 81( 17' 51 ast 10 .89 feet; thenc North 66(
6' 26" E st 78.78 feet; hence Nor h 42( 1t 50" East 87.87 feet; orth 22( 56' It'
ast 164.58 f t; thence rth 8 46' 17" West 76.13 fe t; henc Nort 9( 53' 2 "
est 196.12 eet; thence Nort 4 ( 1 t 56 West 269.85 ; thence or h 50( 5 ' 2 II
est 29.10 fe ; thence North 56( 53' 36" West 184.6 feet; thence Sou h 4( 00' 36"
W st 89.98 feet; t ence South 84{ 26' 44" West 7.74 feet; thenc rth 89( 49' 4 "
West 101.82 et; hen e or 75( 21' 37" West 146.91 fee; t ence N h 4 ( 1 ' 4 "
West 149. feet; hence rt 25( 2f 49" est 14.39 eet; e ce a n the a c 0
a 6 f ot ra ius curve to the right, t e on chord of ic bear N th 11( 2'
22)) t 3 5.30 f et; t ence ong the arc of a 65.00 foot radius curve to the right,
the long chord of hich be rs orth 5( 06' 11 East 94.0 feet; t e ce r h 7( 14'
1 t' East 60.76 f et; he ce r h 14( 47' 0 II East 8 .22 feet; thence N th 41 ( 00'
6)) East 648. 7 feet; then e N rth 9( 59' 29" ast 25 .26 fe ; thence S uth O( 00'
or w s 161. feet; t ence South 59( 9' 1$ st 8. 7 feet; thenc South 63(
Of 17" East 101.56 feet; thence Sou 4( 23$ 4)) ast 2 4.72 feet; thence along
the arc f a 140.00 foot adius curv to the left$ the long chord of which bars South
1 ( 58' 12)) W st 68.54 f ; enc South 39( 06' 09" E st 99.92 f et; thence out
77( a2' 45 East 133.74 e t; th n e S uth 88( 18' 48" East 549.39 feet; th nce
South 1 ( 41' 1 t' West 72.16 feet; t ce long t e arc of a 1003.70 foot ra ius c rve
to the eft, the long c or of which bears Sout 35( 01' 15" st 771. 6 f et; t ence
South 12( 24' 28 est 206.0 fe t; thence Nort 77( 35' 32 est 199.1 feet;
thence S th 12( 00' 59" West 260.20 feet; thence Sout 3( 4$ 00" West 76.2 feet;
t nce South 16( $ 39" East 2.3 feet; then South 40( 10' 58" East 119.16 f et;
thence South (16 471$ West 161.1 fe , th nce South 8( 27' 1 $' Wes 86.64 feet;
the ce ort 81{ 33' 30" est 78.9 fe t; thence South 30( 13' 5)) st 5.93 feet;
t ence Sou h 26( 13' 12" West 29.52 feet; thenc So th 5 ( 09' 1 $ 98. f t;
thence South 6( 54' 29" W st 11 .20 fe t; ence North 77( 08' 4S' est 218. 7 feet
to paint on the Norther rgin of We rhauser( s private oadway; run thence along
sa'd right of way 0 he arc of a 6 2.57 foot ra ius curve t t e ft, the 10 g cord
of which ears North 9( 03' 20)) est 4 . 3 eet; thence North 69( 2t 20)) est
92. 7 feet; thence 0 the rc of Q 542.57 foot i s rve to t e ri ht, t e long
cord f which bears North 54( 17' 5 $' st 282.23 f et; thenc N r 3 13' 0"
est 979. 3 feet; thence along the arc of a 74 .71 foo rad'us urve to the I ft$ the
Ion chord of which bears North 64( 28' 8" est 636. 1 fe to a pint on the
centerline of S uth 58th St eet; t ence I av'ng t e m rgin 0 said Weyerhaeser
ZING AN ETRO PLA 0 SIGNA 0 OF PROPERTIES W1THN 100 FEET 0 THE SI
P SDC 35. 040( 1 )( i):
SOUTH
S ENTIAL,
V CAN
LDR, UF-10
DR, F - 0
AST
RE ID NTIAL,
VACA T
RESIDENTIAL
LD , UF-10
LOR, UF-l0
WEST
LDR, MDR
LOR, MDR
INDEX
road ay and run 0 ong the cente line of said South 58th S re t Nort (00$ 2t' East
49. 9 fee ;
thence leaving sai c nte line and run a ong the rc of 96.19 foot radius cur to
the ight, e ong cho of hich bars South 59( l' 221$ East 55 .13 feet; the ce
North O( 0 ' at' East 623.78 feet to the Plac of Be 'nning, i La Cou ty, Orego .
Said parcel con ins 77.26 acres, 0 e or less.
SHE T 1
S EET 2
SHEET 3
SHE 4
SHEET 5
C VER SHEET
SIT SESSMENT PLAN
TENTATIVE SU DIVISION PLAN
UTI ITY P AN
PREL MI ARY GRA ING ND RAIN AGE PLA
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PlANS PREPARED BY
---
WATER TABLE
SOIL TYPES
32 COBURG URBAN LAND COMPLEX 0% TO 3% SLOPES
34 COURTNEY GRAVELLY SILTY CLAY LOAM 0% TO 3% SLOPES
41C DIXONVILLE 3% TO 12% SLOPES
41 E DIXONVILLE 12% TO 31 % SLOPES
41 F DIXONVILLE 30% TO 50% SLOPES
43C DIXONVlLLE PHILOMA TH HAZELAIR COMPLEX 3% TO 12% SLOPES
52B HAZELAIR 2% TO 7% SLOPES
B9C NEKIA 2% TO 12% SLOPES
89D NEKIA 12% TO 20% SLOPES
89F NEKIA 30% TO 50% SLOPES
105A PENGRA SILT LOAM 1% TO 4% SLOPES
108F PHILOMA TH 12% TO 45% SLOPES
113E RITNER 3% TO 30% SLOPES
138E WITZEL 3% TO 30% SLOPES
UPPER LIMIT
1 5
o 1 5
LOWER LIMIT
> 6
> 6
---.. ~
~~
/~
~ "-
~- ..-/
x 21 n >3
10 20
1 0 25
00 - 25
17 25
LEGEND
-8~O- EXISTING MAJOR CONTOUR AND ELEVATION
EXISTING MINOR CONTOUR
I ~ ~ ~ I EXISTING WETLANDS
EX 12 S 0
= = = = = = = = - = = EXISTING STORM DRAIN AND SIZE
EX 8 W
- EXISTING WATER AND SIZE
EX 8 S S
- - - - - - EXISTING SANITARY SEWER AND SIZE
~ EXISTING FIRE HYDRANT
FLOODPLAIN INFORMATION
ZONE X PER FEMA MAP 41039C1162F DATED JUNE 2 1999
1
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SCALE 1 = 60
-
THE FAVREAU GROUP
CIVIL ENGINEERING
SITE AS~;ESSMENT PLAN
MOUNTAIN(jATE SUBDIVISION
PHASE 4
DATE BY
DESCRIPTION
REVISIONS
APP
CITY OF SPRINGFIELD
PUBLIC WORKS DEP ~RTMENT
2063 MUSKET STREET
EUGENE OR 97408 (541)683-7048
12_01 03
--\]
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2 2003
2063 MUSKET STREET
EUGENE, OR 97408 (541) 683-7048
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PROPOSED STREET TREE OR
STREET LIGHT IN P.U.E.
R/W
, O. ,
10
P.U.E.
2% 2% 2%
'C - CURB & GUTTER ~r"
PAVEMENT SECTION = 411 A.C. OVER 1t C.R.
!)' CONCRETE SIDEWALK
CURBSIDE AS SHOWN
ON PLANS
5$ CONCRETE SIDEWALK
CURBSIDE AS SHOWN
ON PLANS
TYPICAL SECT/ON 40J RIGHT-C)F- WA Y
NO SCALE
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PROPOSED STREET TREE OR
STREET LIGHT
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CURBSIDE AS SHOWN
ON PLANS
CURB & GUTTER
PAVEMENT SECTION = 41$ A.C. OVER 12>> C.R.
- 5$ CONCRETE SIDEWALK
CURBSIDE AS SHOWN
ON PLANS
TYPICAL SECTION 50) RIGHT_OF_WAY
NO SCALE
--"
104
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PROPOSED STREET TREE OR
STREET LIGHT
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5) CONCRETE SIDEWALK
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CURB & GUTTER
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ON PLANS
TYPICAL SECTION 60) RIGHT-()F-WA Y
NO SCALE
N )TES:
1. BUILDING SITE LOCATIONS ARE NOT APPLICABLE TO THIS APPLICATION DUE TO
THE PROPOSED GRADING,
2 PURSUANT TO SDC SECTION 35.010(3)(b)Jil THE PROPOSED LOTS
c-OMPL.Y JlnUTHE SOLAR ACCESS STANDARDS,
3 SEE PUBLIC UTILITY PLAN FOR UTILITY LOCATIONS,
4 SEE RE - VEGETA TION PLAN FOR STREET TREE LOCA TIONS$ TYPE AND
A )DITIONAL PLANTlNGS.
5 NO CURB CUTS OTHER THAN FLAG LOT ACCESS POINTS ARE PROPOSED AT
TI11S TIME.
6 NO TRANSIT FACILITIES ARE PROPOSED AT THIS TIME.
DATE BY
DESCRIPTION
REVISIONS
APP.
CITY OF SPRIf\:GFIELD
PUBUC WORKS DEPARTMENT
,
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PLANS PREPARED BY:
THE FAVREAU GROUP
CIVIL ENGINEERING
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F:JHASE 4
12_01_03
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STORM DRAIN TO CONNECT TO
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LEGEND
PROPOSED CATCH BASIN
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STREET LIGHT JUNCTION BOXES WILL BE LOCATED NEAR
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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
2063 MUSKET STReET
EUGENE, OR 97408 (541)683-7048
DATE BY
12_01_03
-
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REVISIONS
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