HomeMy WebLinkAboutPlan, Tentative APPLICANT 2/2/2006
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EXACT SID~
L.OCATION TO BE
DE'fEFtMINED..BY
CITY
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BOTANICAL NAME
GOMMON NAME
ilN. SIZE ~TS
1.0T 6
TREES
AC
APS
.APSK 1
Gl-
FE 2
PS 1
P5K 4
multi-5tem~ Be
sl Jestem"B4i3" matGt.1111g" full
sl Ie stem" Be" matGhl "full
MatGhi "full" Be
MatGhi " full"B4B
Sf" Ie stem" ee" matdtf "full
51 Ie stem" Be".matchl "full
6' ht.
I 1.?-~'~ .
105- Gal.
tl ht.
105- Gal.
2- Gal..
2M Gal.
2
AGel" .G.irGinatum.
AGel" lmatum disseGWm'Sei '
1 AGer lmatum 'Sang<> 1<aktJ'
X ans ' la1dn'
5 Fraxinusexulslor 'AureaFolia'
Prunus sar: Ii .
Prunus serrulata 'I<wa'lZen'
1
5
AD.JAGENT etJl1DIN6
ORED6E OF PLANT Ba:>
2
1
1
5
1
1
1
2
1
SHRUBS:
AI: 6 6 Azalea 'Everest' Everest Azalea 5~. matGhing" full
AGYi , Azalea '6umpo Yihlte' 6umpo J^U1lte Azalea 2~1. matGhing" full
AHG 5 5 Azalea 'Hlno crimson' Hlno crimson Azalea 2 gat. matGhina" full
. ARB 4 AZ'alea 'ROSe Bud' Rose Bud AZalea 5 Qat. matching"full
A1JG 5 1 Art>utw:i .unedo ,- . ta* St.ravberry:Tree' . 5~1. matGhfng~ full
BTG 5 e 51 Berberis. thunberaU. 'Gr.lm5On ~' DWarf ..Jaf)aI1ese. Barberry 2. Qat.. matGhinQ" full.
GSt< 28 GomuS5erfGea 'l<elseyU' Dwarf Redtwfa - . 2 aaI. matGhina" fulf
IGG 21 . 22 21 26 Cf 16 'lIIex Grenata 'comoacta' . .......ese HolJu 5 gal. matGhintl" full
PM 5 Polystichum.munitum ~5tern .sword Fern '.1~t .matGhing" full
RBB. 4 e Fthododendron 'BOW. Bells~ . . Bow eells. Rhododendron 5.~1. matGhirt4. full .
... '.- " n '.' . . .. ~ .. .' .. ... ...... .... . .". .. , .. 'Rhododendron'DoraAmc:tels' . . . . pora .Amateis'RhodOdendron ... .'. ~ .. ". .,,~ -~'"'''' - <.. .
RDA 2 6 5 gal. matching" full
Rhododendron 'HalleJuJuhi Hallelujah Rhododendron 5 gal. . . matGhfntl. 'full
RH 5 6 , 5
seA 12 1 :e 5 5 Spiraea'bumalda"Anthony~r' . AnthOny:Y'fatererSplrae~.. 5Qa1. matGhim:J~ full
SBL . 5 , .14 Spfraea:.bumalda. 'Umemound' 1-Imemound SOIraea. .5.Qat. . matcl1ina; full
VO 5 20 2 1Cf Viburnum davidii David Ylburnum 5 ~al. matGhinQ. full
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4'
SPAGlN6 "..
15- O~G.
2411 O.G.
'SOMO.G.
56. O.G..
4&" O.G.
ROt"( .A"
15.611
2008-
26~OM
90.0-
4105"
ROt"t "A-
2;b'"
52
72l'
10.4"
15.0-
Sf'AGIN6 ".
5" O~G.
611 O.G.
er O~G.
12'0.G..
15" O.G.
6ROUNDGOVERS 'AN.D .PERENNIALS
. .matGhl . ~ 'full'
matGhi . full
matchl "full
matGhi " fun
matGhi full
matGhin . full
'1
.1
1
1
1
1. .
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"1:
GO SO".o.c,.
HSO 4
HV'O 5
LA ., 10
L;P 11
R1JC, 24-,o.G.
,
5
-@ GROUN~ SPACING DlA6AAM
LA-1: "sECTION .... ..... ....... ......... ....... .... .. . .....
,.
6
12
N.T .5.
..L.ANDSGAPE GUu:>a.INES
A. SOIl- PREPARATION
~ Af<EAS
1. FINISHED El.EVATION OF$UB-BASE TO BE fl' MINIMUM BEI..Q'llFINISHE'D'~ .
2. TIJ...LSlJe<sRADE THOROUGHl- yo TO. A OEPTH'OP eM'MINIMUM PRJOFt TO PJ.ACEMENT OF ToFsou....
5.PJ...AGE e- MINIMUM OF SANDY J..OAM OVER TIJ...LEt> SUB6RAOE /lDO'15-5-1o-10 ~ TO TOFSOU.. AT A
RATE.OF20 LaS.. PEFt.1000SF... ROTD-:TlJ...L AMEN1?MEMTS AND TOFSOU.. TO A.J?e'nl-OF 5-10" MINIMUM.
NOTE: NATIVE SOU.. MAY BE USED AS SAND"f J..OAM PROVIOEt> THAT IT HAS A LOOSE" a:e.uMBl-Y COMPOSITION
.ANt) IS'NOTGOMPAGTED..5tJS-BASE.AND TOPSOIl- SHOULt);BEJ:)RY':DUR1N6 INSTAL.LATION AN[).6RAD1N6 TO
PFitEVENT c::oMPAGTION ANt) F'lJ1'1JRE POOR DRAINA6E GONOITJONS. IF NATIVE SOIl- GHARAG"f'ERISTlGS" AN
APPROVED SAND'1'LOAM SHOULD BE IMPOR'T'ft) TO THE SJTE
PLANT BEDS
t.FINISHED B..E\IATlONOF SUe-BASJ: TO Be 1e- MINIMUM'~19NJ5HED 6RAOE
2. TlJ...L SUB6RADE TH~6Hl-Y TO AOa='TH OF e- MINIMUM PRIOR TO PJ..AGEMENT OF TOPSOIl.-
9. P1..AGE15-'MINIMlJM"OF TOPSOIl- O>IER TlJ...LEt> 'SlJB6RAJ:')J:. ADO 4- OF ORGANIC MA"f'ER1AL. AND15~1o-10
FE::RTll-lZER TO TOPSOIl- AT THE RATE OF 20 LBS. PEFt 1000 SF. ROTD-:T1LL AMENOMENTS AND TaFeOIL.. TO A
OEPTH OF&M MINIMUM.
4. PROVIOE5" OF SHREOOEO FIRBARKMULGH 0IER.AU.P.lANT 8E'5.
5. PROVIOED "SPA1?ED ED6E- TO SEPARATE ~ AND Pl...ANT BEDS.
B. PLANT MAT'ERtAl..
1. PROVIDE ONl-Y HEAL.THY" FUJ...L PLANT MA"f'ER1A1.. AT SIZES INDIGATED.
2. PL.ANT SlJBSTl11JTIONS TO BE APPROVED BY'1..ANOSGAf'E ARGHlTEG-T.
5. P1..ANT LAYOUT TO BE APPRO\IEC). BY L.ANDSGAPE AAGHlTEG-T PRIOR TO INSTAU...ATION.
G. SEEOING
-1. APPl-Y SEED AT RATES'SPEGIFIE'O'6Y'MANlJFAC~
2~ GONl'RAGTOR RESPONSIBLE FOR MAINTAINING SEEDa:> AF/.EA THFtOU6H ESTABl-ISHMENT.
5. RE-5EED ANY AREAS AS NECE$SAAY TO ACHIEVE FULL HEAJ...'THY 11JRF.
t TREE IN PLANT BED ~
.TREE IN ~
-@
'LA-1
'TYPICAL TREE' 'PLANTlNG
SECTION
PJ.ANTIN~ ,J..ecSrENt?
c8
SHRUBS
PROPOSED
DECIDUOUS TREES
$
PROPOSED
CONIFERS
-
PERENNIALS
~($\STEltp~
~v 279 "<0
.~~.
t-4 David J. Douglierty E-4
~ .~
~ OREGON i~
~C4PE A~&- .
vi
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.(f)
STAJ<.E5--AS SPECIFIED - eveaL.Y SPACED
(2)' EAGHORNAM&lTAL./GONIFER TREE
(9) EACH SHADE TREE
REMOVE BURJ...AP.FFltOM TOP.1/.9
OF ROOT BAU..
MU1.GH AS SPECIFIED ('2: CLEAR AT TRUNK)
MUJ..GH RING ~ SPADED EDGE AT
~ . (SIZE AS, SPEGlFIE'O)
PJ...ANTIN6 SOIl-
SUB 6RADE
COMPACTED TOP$OIL..
ce~.ROOT BA1..L.S ONl.y)
!
NOTE
MARte: .NORTH.SIOEOF ~AT
NURSE:FtY. ROTATE TREE TO FAGE
MARl< NORTH')1HEN P1..ANTIN6.
1/2" = 1'-0"
~
o
.W
(3
a:
a..
DATE: 1.2~1.2~5
REVISIONS:
Datn Received :'1 1;../1 :kJ()6
Planner: AL ~
.
GROUNDGO\IER
FOR CITY OF SPRINGFIELD REVIEW ONLY
LAN-DSCAPEPLAN
EXISTING DECIDUGlJS TREE
TO REMAIN
DWG NO.
rul \
o 4 8 16. 32
SCALE: 1/16- = 11-0"
L.N^tN
IFtfitlGPATION SYSTEMfitEQUlFtEMENTS
Ct
EXISTING GONIFEROUSTREE
TOREMAtN
...---.-_.~ .
( ) EDGEOFB~
'-- - - ----/
GOMPl..EfE fRRJ6A'TION OESI6N ~LL BE SUBMIT'I'EC> FOR BUILDIN6 PERMIT.
SYSTEM YilJ.J.. PROYu::>E HEAt> TO HEAt> ~ ANt) SEPARATE ZONES FOR
Ol~ SOVtR OFitIENTAIONS. HEAt> LAYOUT YilJ...L MINIMIZE ~Y orro PAVED SURFACES.
THE MAIN l-INE YilJ...L HAVEMANfJAl- t)RAIN VAl-VIS. SYS1'EM ~BE ~'1'ED AUTGlMATlGAU..Y.
I
64
EB
LA-1
NORTH
DIA 11& COPYRIGHT 2005
PQE;LOOLc- --0 Dol to
G>o~++tLASe...
f~ I of I
G)
(DOG)
-c-
~~G:
.!c
:2 ~'o
a..x::E
NOTES:
1. SITE IS OUTSIDE OF 100-YEAR FLOODPLAIN PER FEMA FLOOD
INSURANCE RATE MAPS (PANELS 1161 AND 1162 OF 2975).
2. SITE IS ALL SOIL TYPE 101, OXLEY-URBAN LAND COMPLEX, PER USDA
SOIL CONSERVATION SERVICE SOIL SURVEY OF LANE COUNTY AREA,
OREGON.
3. DEPTH TO HIGH WATER TABLE VARIES FROM 0.5 TO 1.5 FEET PER
USDA SOIL SURVEY OF LANE COUNTY AREA, OREGON.
4. EGR & ASSOCIATES, INC. DID NOT PERFORM THE EXISTING SITE SURVEY
FOR THIS PROJECT. EGR & ASSOCIATES, INC. ASSUMES NO
RESPONSIBILITY FOR THE ACCURACY OF MATERIAL PROVIDED BY OTHERS.
5. SITE IS IN 20- YR. TIME OF TRAVEL ZONE AS SPECIFIED IN ARTICLE 17
OF THE CITY OF SPRINGFIELD DEVELOPMENT CODE.
6. THERE ARE NO WATERCOURSES LOCATED ON THE SITE THAT ARE
SHOWN ON THE WATER QU All TY)d.MlTED WATERCOURSE MAP.
/'"
/
TL 3000
(
\
\
TL 2600
I
}ii
~
ONLY EXISTING l-FOOT
CONTOUR ON-SITE
, Cyclone Fence
TL 2304
I
J
/
/
/
/
TL 2001......k'b');
---
---
/
-- --
TL 2000
TL 2409
TL 2408
Iff /ff/////: f /ff/
o 40
SCALE 111 = 40'
TL 2407
MAIN STREET (HIGHWAY 126)
L&.I
PRo.CT u
81T1! :5
OREGON AVENUE ti
ti :;:
L&.I l-
i!: I:t
I- BlUEBEllE WAY ~
en
:;: 0
Z
~
II CANEWA STREET
~
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t'I t
I.
~
VICINITY MAP
N. T.S.
TL 3200
~
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g
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i
t,
i
!
~
~
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,
S 89- 26' 0" E 413.90
-
APPROXIMA TE
.....::L.-
GROUND SLOPE
EX
6' C clone Fence
--
rl----fT~.(" ,~, '~~AVEL:- I" ' ':~':-, if
I ,_r: :'. .' ". ';', (TO..8. REPLACED) ,":. -
I ([E6<' R~2~fJ) I': :,.', .:.~ << :,: '~,' ,', ::.-:..: ';;;.- - -1;st-V~ :':'::'.J... -l-
or '.. ' .. DL
I I I ,<.', ~: >:.... .-...
I L_J ~ ",,- ~2.1.Q.1,' 1 fu
4:xtSlif\ffi-6LJ '-'~ '- WI
TO BE REMOVED
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II
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--ll ~
4' Chainlink Fence~ R~~ 4
I I
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TL 1900
APPROX~ATE ~
GROUND SLOPE .. ~
TORMWA TER DRYWELL ~~
(TO BE ABANDONED)
o
[- - - - EX-GRAVEL DR~ WAY-(TO -BE A8 ANOOfllEO)
- - - -.- - - -. - - - - _._.- - - -.- - --
-
N 89- 26' 00" W 413.90 4' Wood Fence
TL 24-06
10'" PINE
~ 2/.;;1
TL 2.105
TL 2404
SKYCHIEF PARK TENT A TIVESUBDIVISION
SITE ASSESSMENT PLAN
SPRINGFIELD, OREGON
SIHEET 1 OF 2
Date Received:_ .24/ .;loo"
Planner: Al 7
""EGR &- Associates, Inc.
...:.. Engineers and Geologists
25359 Prairie Road (541) 688-8322
Eugene, Oregon 97402 Fax (541 )688-8087
"
~av~> \-:J.!31/e.1..
-3 PAGeS.
CLlEi!T:
DON HAASE
1960 GILHAM ROAD
EUGENE, OREGON 97401
17-02~32-33 # 2100 & 2101
KRUSH AND ASSOCIATES
54 CENTENNIAL LOOP
EUGENE. OREGON 97401
(541) 686-9211
RESIDENT!AL
WATER: SUB
POWER: SUB
SEWER: CITY OF SPRINGFIELD
DECEMBER 12, 2005
LOc'!\TION:
SU RVEYOR:
L..4NDUSE:
UTI UTI ES:
DATE:
S I ""1
(\..
TE-t\.'T^ T!\/r:-
._ i \1 r\ I I L_
Cf r'r-r- P \R1 '
, rll [_ t - f.\ (\
L;\I\J D D 1\/[ S: 0 ~J P l_A~J
NOTES:
1. ..;lL OF THE LOTS REQUIF~E AN ADJUSTMEt'rr TO THE SOLAR DESIGN
STANDARD IN SECTION 35.01 0(3)(d) 1.b., DUE TO THE EXISTING RIGHT"--OF-
WAYS PREVENT THE LOTS FI~OM BEING ORIENTED FOR SOLAR ACCESS.
. FIRE HYDRANT~
,
I
2. NO CUT OR FILL IS PROPOSED.
3. THERE ARE NO EXIST!NG STF~EET LIGHTS ADJACENT TO THE SITE AND NONE
ARE PROPOSED.
4. THERE ARE NO EXISTING STREET TREES.
5. PROPERTY IS ZONED MDR=MED!UM DENSITY RESIDENTIAL
6. PROPERTY IS REU\TIVEL Y FLAT WITH A CHANG~ !N ELEVAT!O~'~ OF LESS
THAN 2.0 FEET.
I . - LOT DA'fA-TAB!...[.- ._-~
I-LO r-H Q, __SQl:!~B~_Focrr AGE s.9 h~~_ ~L!-~sJflc;~TIQl'!
I 1 7,614 NON-SO~AR
r-2- -'''----8,j6'4- --.---- '--'-'-NON =SOlJ\R
t------.- --"'--'---' - ----- ...- -.--- - ----......... .....- -- -. - -""'-1
i 3 8,:49 ~!ON--SOLAR
: -------4-- ---- -- -'''--'8~49-8--------____-j~Lo~~~i'~~Q0B.~'_~=~-1
~___~'____i._-_.____~!i0:1:.__.._. i ,~gl~..~_~Q!-!:,.R__~
! 6 I 8,517 I NON-SOU..R J
L...._____, ._.__~_____________._,__----L-._.._____ ---.,..... -''''-- --.- ,----.
. . "-PROPOSED
WATER METERS
EX. 8" SAt.l
SEWER LINE --;''1 1,5.0 . ,:-:.
HANDICAP RAM~ ~I- r~O-'\1. ~I / ,: }~~y~=~1.90'
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, v, / /' / . -' , /,,' . / / I r.'/ / /! ~'IO ,/,}' 101 A I C I
<: l" // /35'/ // / /,:'. '/'. ,... / ./ /'/, ,// /', /:_1), ' ..- _ . 'J I;:: ,io'/ / / /' '----6" WW-.~.:- (, .. ~~ .
.. .. ..-'--------'-.l~/ ./ /,/ / / /" .' '/4~j!' tV', / / //' .)'~ LL.-:.,/ ,/ //' ,11, ,loQ .)'8" ~ II
I ~) / " ,/ ,,'" .' ,/ / " [0" .1/ .... ;:
t' , 60' . / / " 26" , ...-/ 24'/ /' -......_-- -----i1""1
.. __.....L.._..:.. ..-..!_...___-L L. .. ,/ _L_-L ./ .L ./ J---l " A/ ~ I
< " 106.04 !' 88.96 ' L.JJ4 i
4 WaGe Fence " 4' Chain link Fence 30 0 " 1
" ,{ :
PROPOSED V.4RLA.B!...E -WIDTH
JOI~~T.-USE ACCESS AHD
UTllJf( EASMENT AND
M.4J-1TEt!ANCE AGREEMENT
6' Cyclone Fence
S 89. 26' 00" E
413.90
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N 89- 26' 00" W
413.90
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--- PROPOSED V,~RL-\3LE-.-W!DT!-i JO!f IT--USE
ACCE:SS AND UTILITY Ei\SEMENT AND
MA.lNTENANCE AGREEMEtJT
Date ~eceived: }L /2 / ~Ob
Planner: AL / /
I
<t
LEG~t:LQ~
OHP = OVERHEAD POWER
OHPH= OVERHEAD PHONE
OHC = OVERHEAD CABLE
E>:. = EX!ST!NG
PWR = POWER/ELECTR1C
WW =. WAST:: WATER
ST :.:= STORM
REGISTERED
PROFESSIONAL
LAND SURVEYOR
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OREGON
JULY 14, ~ 978
MARVIN S. KRUSH
1'643
EXP. JUNE 3D, 2007
c: \CAD~ T\DWG9916PRE..JEW.DWG
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CDC
- '; .-
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1. THIS ORA WING IS INTENDED TO MEET' THE REQUIREMENTS OF SECTION 6 OF
THE SITE PLAN REVIEW I~FORMA TlON REQUIREMENTS.
2. ROOF DRAINAGE. PERVIOUS AND IMPERVIOUS AREAS. STORMWA TER SYSTEMS.
EXISTING AND PROPOSED ELEVATIONS ARE ALL SHOWN.
3. ROOF DRAINS WILL DRAIN TO PAVED AREAS.
4. EGR & ASSOCIATES, INC. DID NOT PERFORM THE EXISTING SITE SURVEY FOR
THIS PROJECT. EGR & ASSOCIATES, INC. ASSUMES NO RESPONSIBILITY FOR THE
ACCURACY OF MATERIAL PROVIDED BY OTHERS.
GENERAL NOTES:
PERMEABLE FILTER FABRIC
'\
4 <} :
GROWING MEDIUM
12" DEPTH MIN
4
021" .."<}"
4"
4: 1 SIDE SLOPES
2' MIN.
5. THIS STORMWA TER PLAN ASSUMES A MINIMUM OF 14 NEW TREES WILL BE
PLANTEO~
EX=481.70
WATER VALVES
10" PIPE
W/TRASH RACK
INV=478.90
EXISTING ST MH
FL OUT=477.7
(PER CITY RECORD)
EXISTING CATCH BASIN
10" FL OUT=478.25
PROPOSED 10" INV IN=478.35
EX=481.57
N
WATER VALVE
FG 483.10
EG 482.22
;;/f///f///f////?
o 30
SCALE 1" = 30'
.
---
-------
----
SKYCHIEF PARK TENTATIVE SUBDIVISION
STORMWATER MANAGMENT PLAN
SPRINGFIELD, OREGON
SHEET 2 OF 2 Date. ~eceived:P?/~
Planner: AL
"V EGR &- Associates, Inc.
..:... Engineers and Geologists
25358 Prairie Road (541) 688-8322
Eugene, Oregon 97402 fax (541) 688-8087
VARIES 6t-12t
TYPICAL SWALE SLOPE = 0.005 FT 1FT
GRASSY SWALE TYPICAL SECTION
N.T.S.
I I
UTILITY POLE
EG 482.60
~ ONLY EXISTING l-FOOT
CONTOUR ON-SITE .
-- - ------
<::=:a
I ~
--
FG 483.40 I ij
_OHPH-&-OHC~
EXo-OHP. Q
---
FG 483.40
~
--
I
:QPOSED 20' ACCESS
'INTENANCE & UTILITY
EASEMENT
INV=477.68
. I
L _L__~ :::--
MINIMUM COMBINED GRASSY
SWALE TOTAL AREA=1351 SF
IN V= 480.00
INV=479.81
--
c:::>
--
--
LOTS 1, 2, & 6
LOTS 3, 4 & 5
PERVIOUS AREA
IMPERVIOUS AREA
TOTAL AREA
0.19 AC
0.34 AC
0.53 AC
0.30 AC
0.30 AC
0.60 AC
PERVIOUS AREA
IMPERVIOUS AREA
TOTAL AREA
LEGEND
BUILDING IMPERVIOUS AREA
b
PROPOSED BUILDING DOWNSPOUT LOCATION
PROPOSED PAVEMENT
24" CAST IRON CATCH BASIN
W/OIL WATER SEPARATOR
CULVERT
GRASSY SWALE
....
IMPERVIOUS DRAINAtGE DIRECTION
PERVIOUS DRAINAGE: DIRECTION
PROPOSED FINISHED GRADE ELEVATION
EXISTING GROUND ELEVATION
~
FG
EG
EG 482.60
INV=480.22
MINIMUM COMBINED GRASSY
SWALE TOTAL AREA=1159 SF
FG 483.40
PROPOSED 1.5" ORIFICE
W /10" OVERFLOW
FL SWALE=480.00
PROTECT TREE ROOTS
WHEN POSSIBLE
EXISTING CATCH BASIN
18" FL OUT=478.85
(PER CITY RECORD)
PROPOSED 10"ST
INV IN=479.60