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CITY
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1 RH
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SSBA
1 PSK
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PLANT SCHEDULE
KEY GTY.
LOT 1
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I COMMON NAME
IMIN. SIZE LENTS
BOT ANIC~AL NAME
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AF'S
AP5I< 1
GL
FE 2
f'S 1
P5K 4
SHRUBS
AI:
A6J1'l
AHG 5
~
AJJG 3
BTG 5
GSt<.'
IGC 21
PM
RBe 4
RDA 2
RH
SBA 12
seL 3
YO 3
6' ht.
1.511 Gal.
1.511 Gal.
e' ht.
1.511 Gal.
2" Gal.
211 Gal.
multl-stem. Be
sin Ie stem. Be. matching. full
51 Ie stem. Be. matchf . full
Matdttn . full. Be
MatGhfn . TuJl. Be
sfn Ie stem. B4J3. matchl . full
sin Ie stem. Be. rrachi . full
2
3
1
At>-L6GENT BUILDING
ORED6E OF PLANT BED
2
1
1
5'
1 1
1
:2
5
1
:c
matGhln . full
matGhln . full
matGhfn . full
matGhfn . full
matGhfn . fUll
matGh In . full
matGhf . full
matGh I . full
matGhfng. full
matching. full
matGhtng. full
matGhi . full
matGh I . full
matGhln , full
matGhfn , full
AZalea 'Evere5t'
AZalea '6umpo JI'lhfte'
Azalea 'Hlno crimson'
Azalea 'Rose eud'
Arbutus unedo 'Gompac:.ta'
Berberis thunber if 'crimson
Gomus serlce.a 'l<el ii'
1JIe>< crenata 'COm acta;
Polysttchum.munitum
Rhododendron 'Bow eells'
Rhododendron 'Dora Amatels'
RhOdodendron 'Hallelu uh'
fraea bumalda 'Anth ~rer'
fraea bumalda 'Umemound'
Viburnum davidfl
6
6
,
5
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28
26
e
61ff ~IRE
16
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5
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21
22
STAJc:a:5 AS SPECIFIED - ~Y SPACED
(2) EACH ORNAMENTAL/CONIFER TREE
(9) EACH SHADE TREE
4'
6
REMO\IE BlJRLAP FROM TOP 1/9
OF ROOT BALL
9
5
14
1et
;
9
6
9
13
;
1
MULCH AS SPECIFIED (2" GJ...EAR AT ~K)
MULCH RIN6 Y'iI1lf SPADE:D ED6E AT
LAffiS (SIZE AS SPEGIFra:>)
lL.
W
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SPACIN6 '"D'"
1e" O.G.
24" O.G.
SOli O.G.
96" O.G.
4811 O.G.
R~ "A"
15.6"
20.811
26.0"
SO.O"
41.5"
SPAG1N6 '"D'"
9" O.G.
6" O.G.
cr O.G.
12" O.G..
1511 O.G.
ROY\( "A"
2.6"
52
,.8-
10.4.
13.011
20
.2
6R01JNDGO\IERS AND PERENNIALS
matGhi . full
matGhi . full
match in . full
matchtn . full
match In full
matGhtn . full
90"0.1:..
4
GO
H50
HJ.1D
LA
LP
RUG
C
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LL
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PLANTtN6 SOIL
;
5
;
6
3
, 10
11
2411 0.1:..
-@ :=DCOVER SPACING DIAGRAM
SUB 6AADE
12
N.T.S.
1..ANDSCAPE 6U1DEUNE5
A. SOIL F'REF'AAATION
~ AREAS
1. FINISHED ELEVATION OF SUB-BASE TO BE ell MINIMUM BB..Ot'l FlNI$HED GRADE.
2. nu. SUB6RAt>E THOFe.0lJ6HL Y TO A DEPTH OF e" MINIMUM PRIOR. TO P.L..ACEMENT OF TOPSOIL
3. f'l.AGE e. MINIMUM OF SANDY LOAM OVER TILLED SUB6RAOEADD 15-5-10-10 FERTlL.lZER TO TOP5OIL AT A
AATEOF 20 l.BS. PER 1000 SF. ROTo-TlU.AMENDMENTSANDTOPSOU.. TO",DEF'TH OF &-10" MINIMUM.
NOTE: NATIVE SOIL MAY BE USED AS SANDY' LOAM PROVIDED THAT IT HAS A 1.OO5E. GFWMBLY GOMPosmoN
AND IS HOT COMPACTED. SUB-BASE AND TOPSOIL SHOULD BE DRY DURIN6 n6TALLATION AND 6RA01N6 TO
~ COMPACTION AND FUTURE POOR DAAlNA6E GONDrrtONS. IF NATIVE SOIL GHARAG1"ERfSTIGS, AN
APPROVED SAND"( LOAM SHOULD BE IMPORTED TO THE SITE.
PLANT BEDS
1. FINISHED EL.EVATlON OF 5lJB-BASE TO BE 1e" MINIMUM BB..OY\t FlNISHED6RAOE
2. nu. SUB6RAt>E THOR0lJ6HL Y TO A DEPTH OF e. MINIMUM PRIOR. TO P1...AC::&.fENT OF TOPSOIL
3. PJ..AGE 1e- -MINIMUM OF TOP5OfL. 0\IEFit TILLED SUB6RAOE. ADD 4. OF OR6AN1IC MA1"ER1Al.. AND 15-5-10-10
FERTlLI.zJ:R TO TOPSOIL AT.THE RATE OF .20 1..BS. PER 1000 SF. ROio- TILL ,I~ENTS AND TOPSOIL TO A
DEPTH OF e,. MINIMUM.
4. PROVIDE 3" OF SHREDDED FIR BARK MULCH OVER AU.. PLANT BEDS.
5. PROVIDED -SPADED ED6EII TO SEPARATE ~ AND ,PLANT BEDS.
B. PLANT MA~
1. PROVIDE ONLY HEAl.. THY. FlJu. PLANT MA"J"ER1Al.. AT SIZES INDfGATED.
2. PLANT SUBSTITlJ110NS TO BE A.PPRo-IED BY LANDSGAPE AAGHITEGT.
3. PLANT LAYOUT TO BE APPROVED BY LANDSCAPE AAGHITEGT PRIOR. TO fNSTAU..A"f1ClN.
G. 5EEDIN6
1. APPLY SEED AT RATES SPECIFIED BY MANUFAG'TlJRf::R..
2. GONTRACTOR RESPONSIBLE FOR MAINTAIN1N6 SEEDED AREA THROlJ6H ESTABLISHMelT.
9. RE-sEEO ANY AREAS AS NECESSARY TO AGHI~ RJLL.. HEALTHY TIJRF.
COMPACTED TOPSOIL
(BEL.OY'{ ROOT BAU..S ON!.. YJ
~ TREE IN PLANT BED L- TREE IN ~
!
NOTE
MARK NORTH SIDEOF"~~T
NUP..5ERY. ROTATE"t'RB: T(iFAGE
MA\~K NORTH ~EN PL.ANTlNG.
-@
TYPICAL TREE P~TlNG
SECTION
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DATE: 12-12-05
REVISIONS:
1/2" = 1'-0"
PL.ANTIN~ J..C~ENJ:)
FOR CITY OF SPRINGFIELD REVIEW ONLY
LANDSCAPE PLAN
DWG NO.
ffi
l
64
rlJ l I
o 4 8 16 32
SCALE: 1/16B = 1'-0-
I FtRI (;ATION SYSTEM FtEaUIFtEMENTS
LA-1
PR -SUBMITTAL REC'O
1Jtc.2mPYRIGHT 2005
~ IRRI6ATIONDESI6N ~LL.. BE SUBMITTEP FOR BUILDrN6 PERMIT.
SYSTEM JI'lIU. PROVIDE HEAD TO HEAD GO'v1:RA6E AND SEPARATE:z.ONES FOR
DIFFEFItENT S01...AR. ORIENTAIONS. HEAD LAYOUT ~LL MINIMIZE ~Y ONTO PAVED SURFACES.
THE MAIN l..fNE ~IU. HAVE MANUAL.. DRAIN VAL..VES. SYS'l"EM Y\ijLL BE Of'ERATED AUTOt~ATlCAU..Y.
NORTH
He.ceivecLI13/)<<>t
Planner: At 7 J..
pa;(D00 -OOOGfCJ
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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 SERVlGE 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 QUALITY LIMITED WATERCOURSE MAP.
(
\
TL 2600
ONLY EXISTING 1-FOOT REQUIRED SET ACK
CONTOUR ON-SITE TO FUTURE LOT LINE
r 6' CYCLONE FENCE
C\j
~
TL 2000
TL 2001
5"MAPlE
o
APPROXIMATE
........
/
/
/
/
/
/
/
/
GROUND SLOPE
;// //./,/,/// //////,//
/: ////// / // /////h-
o 30
SCALE 1" = 30'
R !!~, Il'~ .~''r':~. ~ p. ~'~
NOV ~
MAIN SlREET (HIGHWAY 126)
Ld
PROJECT ~
alTE
OREGON AVENUE ti
ti ;:
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t!:
ti BWEBEllE WAY
;:
I
SKYCHIEF PARK TENTATIVE SUBDIVISION
SITE ASSESSMENT OF EXISTING CONDITIONS
SPRINGFIELD, OREGON
SHEET 1 OF' 2
FelL Ur1
\ff EG~ngl~rs ~~~e~o~~ates, Inc.
25358 Prairie Road (541) 688-8322
Eugene, Oregon 97402 fax (541) 688-8087
'I
TL 3200
EXISTING 26' ACCESS
MAINT & UTILITY EASEMENT
EX GRAVEL DRIVEWAY
(TO BE REPLACED)
I I ____
I J----I
_O\1PH-8c-OHC I I
n- -. i'- - I ~/ ~< ,~./:.:.~ ":':':I,,:_,,:,:.,{,_.EX.;H~ -D -- - ~ i ~
I EX. HOME' L .'. ,. :,,' ::....-: ;':"" -1 - - - ~ "-' "'::':"':"- ---I-SA'I-! I
I(TO REMAIN)135r.... .~,',', :';:.> ':.' L II . ~.I I
j.:..-30'--'l" .., .'. - - - -I--,t
~;'5+C J -r fLijO~j i~, wit:
TL 2001 I : I i7.h i I
! ~ ;! I I
: I ~, I
itl · :~EXISTlNG STORMWATER
12" MAtt'l ~ I I CATCH BASIN
d~~ i I
SAN-:I
~I 28' 1 ~
t PAVE"'" ~
I I I
~4' CHAINLlNK FENCE I _ E~~ R0W I ..I
~ ~ARII'.:S I
X STORMWA TER DRY1ELL I
(TO BE ABANDONED)
EXISTING 6'
CEDAR FENCE I
TO BE REMOVED
I
I
6' CYCLONE FENCE
I
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TL 1900
APPROXIMATE
~
GROUND SLOPE
o
L4' WOOD FENCE
EXISTING 6'
CEDAR FENCE
TO BE REMOVED
I
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RENEWS: 12/31/06
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CAMEWA STREET
VICINITY MAP
N. T.S.
t
Date Received: //P//~oh
Planner: AL / /
" ;Loof,-{)c::;CJ9Q ~ ~t;
1Ju-~ .:5u.Jo~. ~
IO-P~
SKYCHIEF PARK
TENTATIVE LAND DIVISION
TENTATIVE LAND DIVISION
SKYCHIEF PARK
PLAN
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FIRE HYDRANT~
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--.---..----
CLIENT:
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
RESIDENTIAL
WATER: SUB
POWER: SU B
SEWER: CITY OF SPRINGFIELD
NOVEMBER 7, 2006
NOTES:
1. ALL OF THE LOTS REQUIRE AN ADJUSTMENT TO THE SOLAR DESIGN
STANDARD IN SECTlON 35.01 0(3)(d) 1.b., DUE TO THE EXISTING RIGHT -OF-
WAYS PREVENT THE LOTS FROM BEING ORIENTED FOR SOLAR ACCESS,
2. NO CUT OR FILL IS PROPOSED.
3. THERE IS NO EXISTING STREET LIGHTS ADJACENT TO THE SITE AND NONE
ARE PROPOSED.
4. THERE ARE NO EXISTING STREET TREES AND NONE ARE PROPOSED.
5. PROPERTY IS ZONED MDR=MEDIUM DENSITY RESIDENTIAL
6. PROPERTY IS RELATIVELY FLAT WITH A CHANGE IN ELEVATION OF LESS
THAN 2.0 FEET.
I
E~lc1Z1
f~ED !
I
1
1
I
S 89- 26' OID" E
LOCATION:
SURVEYOR:
LAND USE:
UTI L1TI ES:
DATE:
LOT NO.
1
2
3
4
5
6
LOT DATA TABLE
SQUARE FOOTAGE SOLAR CLASSIFICATION
7,614 NON-SOLAR
8,364 NON-SOLAR
8,352 NON-SOLAR
8,532 NON-SOLAR
8,406 NON-SOLAR
8,517 NON-SOLAR
I
1
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TAX LOT #2600
12
6' Cyclone Fence
10'
WHEELCHAIR 'RAMP
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'--.--.--PWR-.- -. --.-
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EXISTING 26.00 FOOT ACCESS,
MAINT., AND UTILITY EASEMENT
12
TAX LOT #3200
5.0
413.90
35'
18'
3
fQ or-
4 otJ .
~::E I 3:
00::: '"
~~ 0:::
~ (0
b:~ . 0
~ 1'0
0 0
...-
(j)
or-
14.6' b
(J)
6'!....
b Y-
.- 89.19 ci 0.0
4' Chainlink Fence
13
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~te Pteceived:
Planner: AL
81 .38
PAGE 2 OF 4
LEGEND:
OHP = OVERHEAD POWER
OHPH = OVERHEAD PHONE
OHC = OVERHEAD CABLE
EX. = EXISTING
WW = WASTE WATER
STM = STORM WATER
PWR = PROPOSED ELECTRIAL SERVICE
PROPOSED CONNECTION POINT.
PROPOSED CONNECTION POINT.
PROPOSED 10' RIGHT-
OF-WAY DEDICATION
f'
co
~
(0
10'
4'
N 89- 26' 00" W 413.90
T AX LOT #2000
PROPOSED CONNECTION POINT.
REGISTERED
PROFESSIONAL
LAND SURVEYO~
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OREGON
JULY 14, 1978
MARVIN S. KRUSH
1643
EXP. JUNE 30, 2007
C:\ CADLT\DWG9916_LAND_D1VISION_NEW1 .DWG
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TENTATIVE LAND DIVISION
SKYCHIEF PARK
CLIENT:
LOCATION:
SURVEYOR:
LAND USE:
UTI L1TI ES:
DATE:
I
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,
I
,
I
,
1
,
,
i-r-
16.0 i I
Alc I !'!
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
RESIDENTIAL
WATER: SUB
POWER: SUB
SEWER: CITY OF SPRINGFIELD
NOVEMBER 7 J 2006
TAX LOT #2600
12
I SHADED AREA = PROPOSED
I PRIVATE STORM WATER
I EASEMENT WITH MAINTENANCE
I AGREEMENT.
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I~
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w
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0.. I .1 0 to
f- ~ Z
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/' :
,
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!--- 7'
26'
13
EFJCI<
fFED
17-02~32-33 # 2100 & 2101
SKYCHIEF PARK
TENTATIVE LAND DIVISION PLAN
(PROPOSED EASEMENTS)
NOTES:
1. All OF THE lOTS REQUIRE AN ADJUSTMENT TO THE SOLAR DESIGN
STANDARD IN SECTION 35.01o(3)(d)1.b., DUE TO THE EXISTING RIGHT -OF-
WAYS PREVENT THE lOTS FROM BEING ORIENTED FOR SOLAR ACCESS.
2. NO CUT OR FILL IS PROPOSED.
3. THERE IS NO EXISTING STREET LIGHTS ADJACENT TO THE SITE AND NONE
ARE PROPOSED.
4. THERE ARE NO EXISTING STREET TREES AND NONE ARE PROPOSED.
5. PROPERTY IS ZONED MDR=MEDIUM DENSITY RESIDENTIAL
6. PROPERTY IS RELATIVELY FLAT WITH A CHANGE IN ELEVATION OF LESS
THAN 2.0 FEET.
7. A SIDEWALK WILL BE CONSTRUCTED ALONG 42ND STREET AFTER THE
CITY HAS COMPLETED IMPROVEMENTS ALONG SAID 42ND STREET.
8. ALL NEW UTILITIES WILL BE LOCATED UNDERGROUND,
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12
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PROPOSED VARIABLE-WIDTH JOINT-USE
ACCESS AND UTILITY EASEMENT AND
T AX Lo~A1J~0'8CE AGREEMENT.
2
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ts~~~~~~~/ .//~
SHADED AREA = PROPOSED -../
PRIVATE STORM WATER
EASEMENT WITH MAINTENANCE
AGREEMENT.
0.0
PROPOSED VARIABLE-WIDTH JOINT-USE
ACCESS AND UTILITY EASEMENT AND
MAINTENANCE AGREEMENT.
I'
(0
m
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.--'
6
5
26' 00" W 413.90
13
TAX LOT #2000
EXISTING CLEANOUT
(ABANDON)
EXISTING DRYWELL OVERFLOW
UPSPOUT, INV. ELEV.=481.90.
EXISTING DRAIN PIPE FROM EXISTING HOUSE
ON LOT 3 TO NEIGHBORS PROPERTY, FLOW
LINE ELEVATION = 482.00.
7' P.U.E.
PAGE 3 OF 4
PROPOSED 10' RIGHT-
OF-WAY DEDICATION
EX. CATCH BASIN, SW RIM ELEV.=482.7o
WEST FLOW LINE ELEV.=478.85.
18" STORM SEWER
Datal f'f(eceived:
Planner: AL
REGISTERED
PROFESSIONAL (0
LAND SURVEYOR r
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t:-...:
OREGON
JULY 14, 1978
MARVINS. KRUSH
1643
EXP. JUNE 30. 2007
~ ....:.7:-~:B
PROPOSED VARIABLE-WIDTH JOINT-USE
ACCESS AND UTILITY EASEMENT AND
MAINTENANCE AGREEMENT.~
'-".-.-.--.-.-.-.-.-.l.-._._._._._._._._.l._
.~
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N 89.
PROPOSED VARIABLE-WIDTH JOINT-USE
ACCESS AND UTILITY EASEMENT AND
MAINTENANCE AGREEMENT.
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1. THIS DRAWING IS INTENDED TO MEET THE REQUIREMENTS OF SECTION 6 OF
THE SITE PLAN REVIEW INFORMATION 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
GROWING MEDIUM
12" DEPTH MIN
4
0'21. '..<1'
A.
A <1 :
4: 1 SIDE SLOPES
2' MIN.
....
...
5. THIS STORMWA TER PLAN ASSUMES A MINIMUM OF 14 NEW lHEES WILL BE
PLANTED.
6. THE TOTAL APPROXIMATE AMOUNT OF CUT IS 90 CY AND THE TOTAL
APPROXIMATE AMOUNT OF FILL IS 1080 CY.
PROPOSED WALL
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
REQUIRED 7' PUE
N
WATER VALVE
FG 483.10
EG 482.22
~'&yffq?J'i'ffJYp$Y@jff~
o 30
SCALE 1" = 30~
.
---
-------
---
~~~~~~~
VARIES 6'-12'
TYPICAL SWALE SLOPE = 0.005 FT 1FT
GRASSY SWALE TYPICAL SECTION
N.T.S.
REQUIRED SETBACK
TO NEW PROPERTY LINES
EG 482.60
ONLY EXISTING l-FOOT
CONTOUR ON-SITE
EXISTING '26' AC~~SS,
MAINT, 1& UTILITy ESMT
UllUTY ~OLE I
FG 483.10 I
HPH'-&-OHCi
DC -OHP t-O
EG 482.60
---
<==
EXISTING ROW
WIDTH VARIEs
INV=480.22
MINIMUM COMBINED GRASSY
SWALE TOTAL AREA=1159 SF
FG 483.40
PROPOSED 1.5" ORIFICE
W/l0" OVERFLOW
FL SWALE=480.00
rr----
I I
I I EX. HOME I
I '(TO REMAIN)'
I I I
I I LOT 3 I
~ L____-.I
INV=481.00
S"oPLE 3
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PROTECT TREE ROOTS
WHEN POSSIBLE
EXISTING CATCH BASIN
18" FL OUT=478.85
(PER CITY RECORD)
PROPOSED 10"ST
INV IN=479.60
REQUIRED 7' PUE
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I
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PROPOSED WALL
I
"QPOSED 20' ACCESS
"NttNANCE & UTILITY
EASEMENT
INV=479.68
MINIMUM COMBINED GRASSY
SWALE TOTAL AREA=1351 SF
INV=480.00
INV=479.81
LOTS 1, 2, & 6
LOTS 3, 4 & 5
PERVIOUS AREA
IMPERVIOUS AREA
TOTAL AREA
0.19 AC
0.34 AC
0.53 AC
PERVIOUS AREA
IMPERVIOUS AREA
TOTAL AREA
0.30 AC
0.30 AC
0.60 AC
LEGEND
SKYCHIEF PARK TENTATIVE SUBDIVISION
GRADING AND PAVING PLAN
SPRINGFIELD, ORE,ON
SHEET 2 OF 2
BUILDING IMPERVIOUS AREA
b
"" E G~ngl~rS ~:~~o~~~tes, I ne.
25358 Prairie Road (541) 688-8322
Eugene, Oregon 97402 fax (541) 688-8087
,.
PROPOSED BUILDING DOWNSPOUT LOCATION
PROPOSED PAVEMENT
24" CAST IRON CATCH BASIN
W/OIL WATER SEPARATOR
CULVERT
GRASSY SWALE
...
IMPERVIOUS DRAINAGE DIRECTION
PERVIOUS DRAINAGE DIRECTION
PROPOSED FINISHED GRADE ELEVATION
EXISTING GROUND ELEVATION
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Dat(} ~ecefved:
Planner: Al
II/J-'/;#>Ob
I 1
FG
EG
RENEWS: 12/31/06
PRIVATE STORMWATER EASEMENT
PRE.SLi~;i
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