HomeMy WebLinkAboutPlan, Tentative APPLICANT 11/14/2008I ROOF SUPPORT
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INDEX: GRAPHIC SCALE
SHEET 1 SITE PLAN 20 0 ,o Zo 40 80
SHEET Z SITE ASSESSMENT PLAN IN FEET,
1 inch = 20 ft.
SHEET 3 IMPROVEMENT &PUBLIC UTILITIES PLAN
SHEET 4 STORMWATER MANAGEMENT PLAN
zW
SHEET 5 LIGHTING PLAN
5 a
SHEET 6 LANDSCAPE PLAN LEGEND:
/ b / R/W -RIGHT OF WAY F
/ 123062 i PAV. - PAVING w
ILLFAC / / 12500 / / RYRADNSCAL 1 EX. - EXISTING
S.F. - SQUARE FEET a a
—_TOYY / BUILDJN D CMU - CONCRETE MASONRY UNIT v,
x;600 S.F.
LE Tsx ENCLOSURE SITE NOTES: o
OWNERS TO DETERMINE IF 10.0 0 0
Npg °52'09 "' v. THEY WANT PNE ON SITE. / 20.0 SETBACK N
0
PAV SIGN NOTE:
199.00' THE TOTAL AREA FOR THE FREE STANDING SIGN SHALL BE 100 SQUARE FEET
VARIABLE WIDTH MAINTENANCE FOR ONE FACE OR 200 SQUARE FEET FOR TWO OR MORE FACES AT A MAXIMUM
ACCESS EASEMENT TO CITY OF Typ, OF 20 FEET ABOVE GRADE.
) SPRINGFIELD. 10' X 20'
To V N TRANSIT ET Lo 206
A NEAREST TRANSIT FACILITY: THERE ARE NO TRANSIT ROUTES AS FAR SOUTH N = z
N pQR Q pQ o EMERGENCY A AS OUR PROJECT AREA. THE NEAREST TRANSIT FACILITY IS LOCATED
/ o VEHICLE o AT MAIN AND 28TH STREET. U
PLAT Man 97=P1 Oo X300 _ _._— -- BUILDING •'A'• TuRrr.ourm
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q ® 220.0 35.0
27.9` PAV SETBACK LINE
S e
o
FUTURE VISION CLEARANCE KNOX KEYED
NEW 6 ' CHAIN LINK FENCE TRIANGLE 10'X 10 .* 06
25.0
SIDEWALK
N00 012' PAV o
BIKE LANE
15 E 198.29 EX. T STEEL FENCE (REMOVE) N00° 16'23 "E 114.83'
w FUTURE CENTERLINE ° t
OF STREET
`'' ° TRAVEL
_ — ._ — .._. — _ LANE o
.w/ FUTURE (L -- THE DRIVEWAY APPROACH SHALL BE
CONSTRUCTED IN ACCORDANCE WITH
CITY OF SPRINGFIELD STANDARD FUTURE 1/2 STREET
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ou 28 71
CONSTRUCTION IMPROVEMENT °
Srp'DEET SPECtFICATIONS &
L
N
STD DWG 3-27.
o FUTURE R /W
w DEDICATION
CORRUGATED METAL ROOD
CORRUGATED METAL ROOF LIGHT
METAL LAP SIDI
CORRUGATED METAL ROtu
s
ROOF SUPPORT M —
METAL GATE
8 "x8 "x16" CMU BLOCK.. TYP.
CAP BLOCK
8 "x8" xl6" W BLOCK TYP.
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—"" 2,100 S.F,
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SITE INFO:
SOUTH-28th STREET
IEi
210.0 30.0
PAV
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SPRINGFIELD OR 97 477
20.0
914 0
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TAX MAP 18 -03 -01 DET. MAP #1 LOT 206
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ZONED: HEAVY INDUSTR -AL
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BUILDING TT
BUILDING tt tt 5' X 10'
EX. 6' CHAIN LINK
,
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21.4 UNIT A
41,000 S.F,
o
FENCE
PROPOSED EMPLOYEES: 1 WITH NO FUTURE EXPANSION PLANS.
0
TOTAL SITE AREA: 1.10 ACRES
MME
200.0
V
ISM
IMPERVIOUS SURFACE AREA: 0-57 ACRES (5- OF TOTAL SITE).
O
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N 3 "`
Lo 205
LANDSCAPE AREA 0.075 ACRES o
o OF T O TAL SITE).
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RIPARIAN BUFFER AREA: 0.30 ACRES
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TYP. A
50R:EMAD41NG
.0 __ N 10' X 10' A AA
I
UNDEVELOPED AREAS: 0.15 ACRES
TTTT T tt ii
SETBACK UNIT B tJ 1 LD iNV C' A A
11,
p
(PUBLIC UBLIC R/' . AREA WEST OF BUILDING A )
U
21200 S.F.
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27.9` PAV SETBACK LINE
S e
o
FUTURE VISION CLEARANCE KNOX KEYED
NEW 6 ' CHAIN LINK FENCE TRIANGLE 10'X 10 .* 06
25.0
SIDEWALK
N00 012' PAV o
BIKE LANE
15 E 198.29 EX. T STEEL FENCE (REMOVE) N00° 16'23 "E 114.83'
w FUTURE CENTERLINE ° t
OF STREET
`'' ° TRAVEL
_ — ._ — .._. — _ LANE o
.w/ FUTURE (L -- THE DRIVEWAY APPROACH SHALL BE
CONSTRUCTED IN ACCORDANCE WITH
CITY OF SPRINGFIELD STANDARD FUTURE 1/2 STREET
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ou 28 71
CONSTRUCTION IMPROVEMENT °
Srp'DEET SPECtFICATIONS &
L
N
STD DWG 3-27.
o FUTURE R /W
w DEDICATION
CORRUGATED METAL ROOD
CORRUGATED METAL ROOF LIGHT
METAL LAP SIDI
CORRUGATED METAL ROtu
s
ROOF SUPPORT M —
METAL GATE
8 "x8 "x16" CMU BLOCK.. TYP.
CAP BLOCK
8 "x8" xl6" W BLOCK TYP.
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FRONT VIEW SIDE Vjr1w y r -
9 'X4' TRASH ENCL
OSURE
y TYPICAL ELEVATION VIEW A -A
ELEVATION
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N.T.S.
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Date Received:
NOV 14 rw,
Final ..
s 1667
+Q N
/D
C. N \
:KP l E2ES: 12-- 31— 2098
"ET:
C I
OF 6
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Date Received:
NOV 14 rw,
Final ..
s 1667
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/D
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:KP l E2ES: 12-- 31— 2098
"ET:
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OF 6
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DENSE GROUND COVER cO? 01
VARIOUS ES
(3) TRUNK OAK
24 ",12 " , 121#
12" ALDER
000,,-'
(2) TRUNK ASH .00007– vio
-0
24 14
0
GRAPHIC SCALE
20 0 10 20 40
IN FEET
I inch = 20 ft.
LEGEND
(-t) TRH ASH. -.
18 10 12" 61#
SUBDIVISION BOUNDARY PAV. - PAVING
R 'aACE 0 (Ilk
R/W -RIGHT OF WAY
Qj . EXISTING IMPROVEMENTS
L L
EX. - EXISTING
Ex. GRAVEL _r70 EXISTING CONTOURS
OH - OVERHEAD
DENSE GROUND COVER,
VARIOUS P.P. POWER POLE
00 FL. FLOWLINE
DECIDUOUS TREE CLUMP
0000-01
CMP CORRUGATED METAL PIPE
000
DENSEVOROV,N0 COVER
VARf0US,TAEES SITE DRAINAGE
4 Emks 0 52 1
DEN§h_.arAei(_
Kx
Z i f
40000 199.0ky
EX. GRAVEL er
C>
TOP OF BANK EX.GRAVEL
C)
_001
1' t 7,Lo 205
SITE IS VACANT
7 ti- 4 HEAVY ONDUSTRUAL TRX. GRAVEL
200 AMP. ELECT.
To Lm 206
SERVICE & METER
EX- GRAVEL DENSE OL, K&RRIES
DENSE O J*D COV'R
O
C>
0
VARIOU AS( DRAINAGF-
EX.GRAVEL
VARIABLE WIDTH WATER LINE
EASEMENT (DEED RECORDS BK.354, PG.247)
EX. GRAVEL
(4) TRUNK POPLAR
Z 24",12 ",12 ", loft
C> 0
PRIVATE P.P.
WATER LINE WAS POT-HOLED ON
7 -08 TO VERIFY LOCATION AS SHOWN 1__,,W/ UNDERGROUND
-21 ELECTRIC
_ ATER
!X_l 6"
URBAN GROWTH B
CITY LIMITS
OUTLET 0 N00012'15"E 198.29' N00° 16'23 114.83' Y QWEST PED.
.0
MILL RACE 15
CMP
------ — ------
APPROX. EX. 18"
EX. 1611 WATER
1
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I ---AA9 . 7_%Tqrr'1Tff VV GRAVEL
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am,
NOMM®RM
80
SITE ASSESSMENT NOTES:
I BASIS OF ELEVATION: CITY OF SPRINGFIELD BENCHMARK. ON 28TH STREET AT SUB
PUMP BLDG ELEV. = 473.16I .
2. BASIS OF BEARING: SOUTH LINE OF PARCEL 2 PER LAND PARTITION NO. 97-PI030
(CSF 34613)
3. FLOOD ELEVATION FOR THE SITE IN "AE" ZONE PER FIRM MAP NO.41039CI 161F.
100 -YEAR FLOOD ELEVATION IS 462.3f .
4. AS REFERENCED FROM THE CITY OF SPRINGFIELD WELLHEAD PROTECTION MAP THE
SITE LIES OUTSIDE THE BOUNDARIES OF THE 99-YEAR TIME OF TRAVEL ZONES.
5. AS REFERENCED ON THE CITY OF SPRINGFIELD WETLAND INVENTORY MAP THERE
ARE NO ON- SITE WEEILAND AREAS.
6, THE SOIL TYPE FOR THE SITE AS REFERENCED IN THE SOILS SURVEY OF LANE
COUNTY IS 29-CLOGUATO SILT LOAM. PERMEABILITY IS MODERATE. THE WATER
TABLE FOR THE AREA IS DETERMINED TO BE AT THE MILL RACE LEVEL.
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> BEGINNING OF A.C. PAVING
APPROX. FL.=470.5'
EX. 2011 WATER
CONC. BRIDGE >
4_4
rTi
EX. GRAVEL C 00
SITE
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S 0 u TIT-1-T 2 8 _r1ph-T S ripl-DIEET _j Z
EDGE OF PAVING
OH ELECT.
OH ELECT.
e
P , 486059 & #4S482 P.P. #02168 Aa
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VICINITY MAP.
N.T.S.
-2, C) (
GRAPHIC SCALE
20 0 10 20 40 80
IN FEET
l inch = 20 ft.
zo4/'F =
- ' 0
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ACE /r , . - ,
LEGEND
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EXISTING PROPOSED w
o POWER POLE }'Y
f POINT OF CONNECTION
TC-' FIRE HYDRANT ff
r
--Fop-(
CATCH BASIN -2 WATER- 1 WATER SERVICE fl w
STORMWATER MANHOLE CO WATER METER o 0
'Q9 „Vii TELEPHONE RISER r
Q8 52 Qf -- o `' $ ELi=c69',..--- -...` EXISTING CONTOURS
199.0 00 / UNDERGROUND ELECTRIC LINES
54 A ` IYIt WATERLINE
j off OVERHEAD POWER LINE
1 ...
f 10 sw STORMWATER LINE
N M
BUILDING fAf' {112) }
UZ
BUILDING B; (112) - A
OH - OVER-BEAD
{ .. F TELE TELEPHONE LINE Z
t ROOF AREA ff , X
33# RAINGARDEN w-'
"" SITE DRAINAGE
PROPOSED SWALE DRAINAGE a , w w
J
`D RCCP - REINFO REINFORCED CONCRETE PIPE
(RELOCATE)
A A
AMP. ELECT. EX. - EXISTING w
SERVICE &METER IRK. - I
a
RRIGATiON
1
f SW STORMWATER o
f 8 S'V RD - ROOF DRAIN z ,
P.P. - POWER POLE
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NOTES:
3
WATER OWNER DESIRES TO USE HIS WATER RIGHTS TO THE
' . SPIGOT MILL RACE FOR IRRIGATION IN LIEU OF THE V WATER
00 + . A , SERVICE CONNECTION.+
4 C>
PRIVATE P.P.
------GRASSY SWALE - -- .[
GRASSY SWALE -- -•E- -1 IRK. BAC:FLOW WI UNDERGROUND
_.__ . II.IrwlIrr- I.IIr r _.r -_r _rer rr -r.r r-
.ry
w METER
- ELECTRIC
"^— e.— ..... ,,,,........... EX f1 .... . -- M'...,,......-.," ^"`.'r.....•.,..,.- ._.... -.._. ....-- •"""....„^ 1
APPROX. ._ `--- ----- 'wATR
OUTLET TO ~---- ..., NEW FIRE HYD.
MILL RACE N000 12' 15 "E 198.29' --~ -- -- ----,_ ._...,. N04° 16'23 "E e 114.83'
EX. 18 11 P CM EX. 18 11 CMP
FL.= 468.5' """ --- _.._.. _____ - ...._.. ____ -. j QWEST PED.
---
ADD RIP -RAP p
EX. 16" WATER
EDGE OF PAVING EX. DITCH. 12" RCN EX. DITCH
; °• CULVERT INLET BEGINNING OF A.C. PAVING
CONC. BRIDGE w N EX. 20 WATER APPROX. FL.-470.5 ,`' EX. 20” WATER
w a - EX. GRAVEL
soul 1 281 1 1 S TIR EE T O
_ r+
EDGE OF PA`l1NG
OH ELECT.
OH ELECT.
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OH ELECT.
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EX. P.P. #86059 &'44S482 EX. P.P. #02168
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SHEET:
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Date Received-
O
NOV 1A 20
C3
Final Submittal 30F 6
pa% 3 of Lo
GROUND COVER
• KINNIKINNICK
• COAST STRAWBERRY
• SWORD FERN
GRASSES & SEDGES
• DENSE SEDGE
• SLOUGH SEDGE 6' RD
• TUFTED HAIR GRASS
SHRUBS
• RED-TWIGGED
DOGWOOD
• MOCK ORANGE
RED FLOWERING
CURRENT
• SNOWBERRY
ROCK SPLASH AREA
I V
I I LVA: I N a a IN FM MM, I I
a 0 LIZ" S. ME 4_0 wl 14 E
MILL RACE
Y LINE
q
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TYPICAL VIEW B-B Q_
CL
N.T.S.
TYPICAL "RAINGARDEN" CONSTRUCTION
0
1_01
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NA
ACE
0
AAV
10.0
A.C.
C>
/471.8
71.8
C. 4e
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tift.
A71.6
jqiogo5'2 VIP,
IN
199.001 y. (7a ,/
A.C.
B 472.0
IPA` 0
BUILDING "All (112)
BUILDING "B" (1/2)
ROOF AREA
)f
C> A.C.
A.C. BUILDING flD'
0
B
oo . 81 2,600 S.F. ROOF A
------ 471.
472.
A.C.
F.F.
t - AP71
472.0
BU. LDING "All
_00
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F L k F.F=471.8 LE
C.B.
CONC. FL. CONC. FL.
% 0.5% GRATE
FL.811=470.0
471. 0.5 471.6
471.3/
8" zsw x" sw 81, sw
F 69.7 C.B. CONC. VALLEY GUTTER 8 SW
FL.e#=470 2
GRATE f
471.1
A.C.
{' BUILD G '#Bit
4720
G.B. 4,000 S.F. OF MA
F.F.-t7l.8 A.C•
C> 471.8
0
A.C.
--2
00
471.8 ra
0 . 5% 0. 5%
FL. 1 0"=470.0 -
50.0 - C;
SETBACK 71.8
CONC. k. CONC. VALLEY GUTTER CONC.
471.6 GRATE
4-A.6
471.1
BUILD"NG licit
FL. 69.3
2,200 S.F. ROOF A]?,EA
F.F. 471.8 ----cow 04
SW
-611 RT5
F\Li-1 '-
\469.5
- - - - - -- - - - \ I 1 .0 1& r.rr CO FL. A.C.
---GRASSY SWALE -
- - - - - - - - - - GRASSY SWALE
_-1ro
4
471.6 71.8
FL.=470.5 FL.=468.7
C, SWALE A.C. A.C.
SWALE
r-.4 A& 472.2 472.2
APPROX. N00012'15"E 198.29' NEW SW MANHOLE N00016'23"E 114.83'
FL.=468.5 EX 18" CMT FL. S=468.7
ADD RIP-RAP - - - - -.0- -
EX. ROADSIDE DITCH )NEW 12" RC EX. ROADSIDE DITCH
;> EX. A.C. A.C.
4720 471.8
s 0 u TIT` 28 rPT-T S T.` EE T
Q
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GRAPHIC SCALE
20 0 10 20 40
1 1 1 1 1
IN FEET
1 inch 20 ft.
LEGEND:
STORMWATER MANHOLE
0 STORMWATER CLEANOUT
PROPOSED SWALE DRAINAGE
,,,,,,469 ='''°"""° EXISTING CONTOURS
PROPOSED SWALE DRAINAGE
EX. SITE DRAINAGE
G.B. - GRADE BREAK
A.C. - ASPHALT CONCRETE
CONC. - CONCRETE
FL. - FLOWLINE
C.B. - CATCH BASIN
SW - STORMWATER
RD - ROOF DRAIN
RCCP - REINFORCED CONCRETE PIPE
C.Y. -CUBIC YARDS
S.F. - SQUARE FEET
F.F. - FINISH FLOOR
80
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70% SAND 30% PEAT
w
OR COMPOST MIX
Z
10
12' TO 180 DEEP
'
PLAN VIEW (TYP.)
Z
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w
TYPICAL VIEW B-B Q_
CL
N.T.S.
TYPICAL "RAINGARDEN" CONSTRUCTION
0
1_01
0 ov
NA
ACE
0
AAV
10.0
A.C.
C>
/471.8
71.8
C. 4e
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A71.6
jqiogo5'2 VIP,
IN
199.001 y. (7a ,/
A.C.
B 472.0
IPA` 0
BUILDING "All (112)
BUILDING "B" (1/2)
ROOF AREA
)f
C> A.C.
A.C. BUILDING flD'
0
B
oo . 81 2,600 S.F. ROOF A
------ 471.
472.
A.C.
F.F.
t - AP71
472.0
BU. LDING "All
_00
- ---cam- A &
F L k F.F=471.8 LE
C.B.
CONC. FL. CONC. FL.
% 0.5% GRATE
FL.811=470.0
471. 0.5 471.6
471.3/
8" zsw x" sw 81, sw
F 69.7 C.B. CONC. VALLEY GUTTER 8 SW
FL.e#=470 2
GRATE f
471.1
A.C.
{' BUILD G '#Bit
4720
G.B. 4,000 S.F. OF MA
F.F.-t7l.8 A.C•
C> 471.8
0
A.C.
--2
00
471.8 ra
0 . 5% 0. 5%
FL. 1 0"=470.0 -
50.0 - C;
SETBACK 71.8
CONC. k. CONC. VALLEY GUTTER CONC.
471.6 GRATE
4-A.6
471.1
BUILD"NG licit
FL. 69.3
2,200 S.F. ROOF A]?,EA
F.F. 471.8 ----cow 04
SW
-611 RT5
F\Li-1 '-
\469.5
- - - - - -- - - - \ I 1 .0 1& r.rr CO FL. A.C.
---GRASSY SWALE -
- - - - - - - - - - GRASSY SWALE
_-1ro
4
471.6 71.8
FL.=470.5 FL.=468.7
C, SWALE A.C. A.C.
SWALE
r-.4 A& 472.2 472.2
APPROX. N00012'15"E 198.29' NEW SW MANHOLE N00016'23"E 114.83'
FL.=468.5 EX 18" CMT FL. S=468.7
ADD RIP-RAP - - - - -.0- -
EX. ROADSIDE DITCH )NEW 12" RC EX. ROADSIDE DITCH
;> EX. A.C. A.C.
4720 471.8
s 0 u TIT` 28 rPT-T S T.` EE T
Q
z
GRAPHIC SCALE
20 0 10 20 40
1 1 1 1 1
IN FEET
1 inch 20 ft.
LEGEND:
STORMWATER MANHOLE
0 STORMWATER CLEANOUT
PROPOSED SWALE DRAINAGE
,,,,,,469 ='''°"""° EXISTING CONTOURS
PROPOSED SWALE DRAINAGE
EX. SITE DRAINAGE
G.B. - GRADE BREAK
A.C. - ASPHALT CONCRETE
CONC. - CONCRETE
FL. - FLOWLINE
C.B. - CATCH BASIN
SW - STORMWATER
RD - ROOF DRAIN
RCCP - REINFORCED CONCRETE PIPE
C.Y. -CUBIC YARDS
S.F. - SQUARE FEET
F.F. - FINISH FLOOR
80
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STORMWATER NOTES:
BUILDING "A" ROOF AREA=2,, 100 S.F.
BUILDING "B" ROOF AREA=4,,000 S.F.
BUILDING "C" ROOF AREA=2;200 S.F.
BUILDING "D" ROOF .AREA 2,600 S.F.
TOTAL ROOF AREA = 10,900 S.F.
TOTAL PAVED AREA= K060 S.F.
GRASSY SWALE:
THE ENTIRE PAVED AREA AND THE ROOF AREA FROM BUILDING "C" DRAIN TO THE GRASSY SWALE.
TOTAL AREA DRAINING TO THE GRASSY SWALE = 145060 + 21,200 = 16,260 S.F.
TOTAL AREA OF GRASSY SWALE =1,750 S.F.
REQUIRED AREA OF GRASSY SWALE = 16,260 S.F. (0.10} =1,626 S.F.
"RAINGARDEN ":
BUILDING "A" ROOF AREA =1,050 S.F.
BUILDING "B" ROOF AREA = 2,000 S.F.
BUILDING "D" ROOF AREA = 200 S.F.
"RAINGARDEN" SIZE = 785 S.F. X IFF. DEPTH
"RAINGARDEN":
BUILDING "A" ROOF AREA =1,050 S.F.
BUILDING "B" ROOF AREA = 2 000 S.F.
"RAINGARDEN" SIZE = 424 S.F. X IFT. DEPTH
CUT & FILL VOLUMES:
EXCAVATION QUANTITIES = 400 C.Y.
FILL QUANTITIES = 200 C.Y.
,9-
z
C> 00
Ao moo
A O ,
D
Z
0
U
•ow
•
0.00
rTi
z
>
Z
00
E-
166
UZ
REGtiN
02
C.
Omte R Ce"Ved-
zin
SHEET:
NOY 14
C4
O
Final S, ubmittal
40F6
STORMWATER NOTES:
BUILDING "A" ROOF AREA=2,, 100 S.F.
BUILDING "B" ROOF AREA=4,,000 S.F.
BUILDING "C" ROOF AREA=2;200 S.F.
BUILDING "D" ROOF .AREA 2,600 S.F.
TOTAL ROOF AREA = 10,900 S.F.
TOTAL PAVED AREA= K060 S.F.
GRASSY SWALE:
THE ENTIRE PAVED AREA AND THE ROOF AREA FROM BUILDING "C" DRAIN TO THE GRASSY SWALE.
TOTAL AREA DRAINING TO THE GRASSY SWALE = 145060 + 21,200 = 16,260 S.F.
TOTAL AREA OF GRASSY SWALE =1,750 S.F.
REQUIRED AREA OF GRASSY SWALE = 16,260 S.F. (0.10} =1,626 S.F.
"RAINGARDEN ":
BUILDING "A" ROOF AREA =1,050 S.F.
BUILDING "B" ROOF AREA = 2,000 S.F.
BUILDING "D" ROOF AREA = 200 S.F.
"RAINGARDEN" SIZE = 785 S.F. X IFF. DEPTH
"RAINGARDEN":
BUILDING "A" ROOF AREA =1,050 S.F.
BUILDING "B" ROOF AREA = 2 000 S.F.
"RAINGARDEN" SIZE = 424 S.F. X IFT. DEPTH
CUT & FILL VOLUMES:
EXCAVATION QUANTITIES = 400 C.Y.
FILL QUANTITIES = 200 C.Y.
,9-
z
C> 00
Ao moo
A O ,
D
Z
0
U
•ow
•
0.00
rTi
z
>
Z
00
E-
166
REGtiN
02
C.
Omte R Ce"Ved-
SHEET:
NOY 14
C4
Final S, ubmittal
40F6
PON 5 of (
r
r
r t
i
N - 1 FM
TOP OF 5ANK .-
'R 3 AUG
f ,
4 EUA 1 '
50 FOOT SACK '
! , 10 PLO '
{ _,` 14 E
1 AR$
i
1
I j
W 1W
/
3
t 1 W 1W f. •
1 10 NTNt
V t
tj {, Ij W W V r
f W W W1 V/
' V
i
IV
V V i
d
i E 1W WSW
i W
15 YD
1 Aim
i
10 EF
b PLC)
IV
# ' EXISTING TO
TREE '
fi2EMAllt I'MULGH
4 C:A55Y STORMYI,TER S.E VV cuiRa SACK
W
W PLANTINGS - SEE 5 1lOTES, DETAIL AND EN7i%i('J• F'L,4ti5 BENEATH) .
v V
3 M, 3 JE 8 M,A 3 JE 8 MA 3 JE 7 MA J `3 EUA
W
MA 3 E 2 BUG 1 ,lG
b PLNiV
VW W W W JW'' Y WWWW W W WW WWWW V W VW V...WV • WV V V W. W V V :.V • W. •,.r W• WV • W W W W W .yW
f • W W W a
•, w V .w./ y ° V, V V •. W „ `Y V ,y .y.. r. ,•, W .,... W , W ,y .• •Y
W • ' W V µ . W W V W •' V W V 1• W W •. • y W V '• V V V
VL i.. _L _ _ _ _ .V,,. _ . .. .. _ . _ ... - V . V ._. .. • _.- -.... _ _ ... _
7-- W V • W V V `• W W V V W W V W W
V W W W V W V W V W V W W W V .. yr_ _ _ _ «. _ r.., -. _ - .1 _ .- • ...
.. 1 FiZLA 4 G5K - 5 GSK G5K
1 FRLA 1 F'•L,4 1 FIs:LA
28 GCS 10 HE
PLANT SGHEDULE
KEY
I QTY.
BOTANICAL NAME
COMMON NAME ]-MIN.
51ZE
I COMMENTS
TREES
17' Ora Day {ily
1 al.
matchin ,full
.11:
12
uncus effusus
soft Rush
1 al.
matchin ,full
N{<
40
Narcissus 'kin Alfred'
kin Alfred Daffodil
bulb
5F+F2US5
GROUNDGOVERS, GRASSES, BULBS AND PERENNIALS
AU
AU
24" o.c.
24" o.c.
Arctosta h los uva -ursi
Arctosta h los uva -ursi
Kinnikinnick
Kinnikinnick
7 al.
1 gal.
matchin ,full
matching,
GO
co
24" o.c.
24" o.c.
Garex obnu a
Garex obnu a
Slough sedge
5 {ou h Sed e
7 al.
1 al.
matchin , foil
matching,
HESp
HFarO
20
20
Hemoracalli5 5telia b' Oro'
Hemoracailis 'Stella i?' Oro'
Stella b' Oro Daylil
Stella
1 al.
matching,
JE
12
Juncus effusus
Soft Rush
1 al.
matching,
INK
40
Narctseu5 'King Alfred'
Ktn Alfred Daffodil
bulb
ARB Acer rubrum 'BOwhall' Bowhall Maple 2" cal. Mffichin , limbed up to approx. b ft.
FRLA 7 Praxfnus latifolia Oregon Ash 2" cal. matching,
PM t PSeudotsu a menziesii Dou las Fir 8• ht. full
ARB 2 Acer rubrum 'Bowhall' Bowhall Maple 2" cal. Matchin ,limbed up to approx, b ft.
FRLA 7 Fraxinus latifolia Oregon Ash 2" cal. matchin ,Full
PM 1 PSeudotsu a menziesif Dou (a5 Fir 8' ht. full
fU1G 6 Arbutus unedo 'GOm acta' Strawberry tree 5 al. matching,
Goy a Gorws sericea Red -Oster Do ooQ 5 al. matching,
G5K 7 Gornus sericea'KeiSe i' Dwarf Redtwi Do ood 2 al. matching,
EF 4 Euon mua fortuneii 'Emerald and Gold' Emerald and mold Euon mus 2 gal matching,
EUA 7 Euon mus elate 'GOm acta' Burning Bush 5 al matching,
MA 3a hiahonia au uifofium Oregon 6Y5 8 3 al. m2tGhlt7 , full
NDht 10 Nandina domestics 'M er's Red' M er'S Red Nandina 5 gal. matching,
PLO 1b Prunus laurocerasus 'Otto Lu ken' Otto Lu ken English Laurel 5 al. matching,
PLt•N 10 Prunus laurocerasus 'Mpunt Vernon' Mount Vernon Laurel 3 al. matchin ,full
W 75 Viburnum davidii David Viburnum 3 gal matching, AUG b Arbutus unedo 'Gom acta' 5trawber Tree 5 ai. matchin ,full
G05 28 Garnus sericea Red -Osier i7o wood. 5 al. matchin , full
G5K 12 GOrnuS sericea 'Kefse (' Iwarf Redtwi Do wood 2 al. matchin , full
EF 24 Euonymus fortuneii 'Emerald and Gold' Emerald and Gold Euonymus 2 al matchin , foil
EUA 7 Euan mus elate 'Gam acta' Burnin Bush 5 al matchin ,full
MA 34 Mahonia au uifolium ore on Gra e 3 al. matchin ,full
Nl7M 10 Nandina domestics 'M er`s Red' M er's Red Nandina 5 ai. matchin ,foil
PLO 1b Prunus laurocerasus 'Otto Lu ken' Otto Lu ken En li5h Laurel 5 ai. matchin ,full
PLMV 14 Prunus laurocerasus 'Mount Vernon' Mount Vernon Laurel 3 a {. matchin ,foil
VV 15 Viburnum davidii 17avid Viburnum 3 ai matchin ,full
17' Ora Day {ily
1 al.
matchin ,full
fU1G 6 Arbutus unedo 'GOm acta' Strawberry tree 5 al. matching,
Goy a Gorws sericea Red -Oster Do ooQ 5 al. matching,
G5K 7 Gornus sericea'KeiSe i' Dwarf Redtwi Do ood 2 al. matching,
EF 4 Euon mua fortuneii 'Emerald and Gold' Emerald and mold Euon mus 2 gal matching,
EUA 7 Euon mus elate 'GOm acta' Burning Bush 5 al matching,
MA 3a hiahonia au uifofium Oregon 6Y5 8 3 al. m2tGhlt7 , full
NDht 10 Nandina domestics 'M er's Red' M er'S Red Nandina 5 gal. matching,
PLO 1b Prunus laurocerasus 'Otto Lu ken' Otto Lu ken English Laurel 5 al. matching,
PLt•N 10 Prunus laurocerasus 'Mpunt Vernon' Mount Vernon Laurel 3 al. matchin ,full
W 75 Viburnum davidii David Viburnum 3 gal matching, AUG b Arbutus unedo 'Gom acta' 5trawber Tree 5 ai. matchin ,full
G05 28 Garnus sericea Red -Osier i7o wood. 5 al. matchin , full
G5K 12 GOrnuS sericea 'Kefse (' Iwarf Redtwi Do wood 2 al. matchin , full
EF 24 Euonymus fortuneii 'Emerald and Gold' Emerald and Gold Euonymus 2 al matchin , foil
EUA 7 Euan mus elate 'Gam acta' Burnin Bush 5 al matchin ,full
MA 34 Mahonia au uifolium ore on Gra e 3 al. matchin ,full
Nl7M 10 Nandina domestics 'M er`s Red' M er's Red Nandina 5 ai. matchin ,foil
PLO 1b Prunus laurocerasus 'Otto Lu ken' Otto Lu ken En li5h Laurel 5 ai. matchin ,full
PLMV 14 Prunus laurocerasus 'Mount Vernon' Mount Vernon Laurel 3 a {. matchin ,foil
VV 15 Viburnum davidii 17avid Viburnum 3 ai matchin ,full
17' Ora Day {ily
1 al.
matchin ,full
.11:
12
uncus effusus
soft Rush
1 al.
matchin ,full
N{<
40
Narcissus 'kin Alfred'
kin Alfred Daffodil
bulb
SCUT H 2 8T H ST E
T
w
At2JAGEhtT BUILDING
OR EDGi OF PLANT SF..L
4
L'cN75GAPE CU1DEL.INES
A. SOIL PREPARATION
PLANT. BEDS
1, FINISHED ELEVATION OF SUB-BASE TO BE 18" MINIMUM BELONi FINISHED GRADE AT
PLANT BEDS AND 12" BELOW FINISHED GRADE AT SSIALE.
2. TILL SUSGR,ADE THOROUGHLY TO , DEPTH OF 6" MINIMUM PRIOR TO PLACEMENT OF
TOPSOIL.
S. PLACE 1& ":MINIMUM OF TOPSC7IL OVER TILLED 5l1BGRAtE AT PLANT BEDS AND 12'
TOPSOIL AT SWALE. ADD 3" OF ORGANIC MATERIAL AND 15- 5 -10 -10 FERTILt?.lrR TO
TOPSOIL AT THE RATE OF 20 L85. PER 1004 SF. RCTO= I"1LL AMENDMENTS AND TC1P501L
TO A DEPTH OF 8" MINIMUM.
4. PROVIDE 3" OF SHREDDED FIR SARK MULCH OVER ALL PLANT BEDS. DO NOT MULCH
WITHIN SWALE.
S. .PLANT MATERIAL
1. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES !ND(G,TED.
2. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT.
3• PLANT LAYOUT TO BE APPROVED SY LA>`U75GAPf ARCHITECT PRIOR TO INSTALLATION.
IRRIGATION 5Y5TEM i'CC,UIREMENTS
1. AUTOMATIC li2RfGATf0115Y5TEM T4 BE PROVIDED FOR ALL LANDSCAPE AREAS.
2. IRRIGATION HEAD LAYOUT -HEAD TO fF..,17 G011 =RAGE.
3. SEPARATE ZONES FOR LAWN AND 5HRt15 AREAS.
4. SEPAiTE ZONES FOR NE AND 5Yt EXPOSURES.
5 18" MIN. COVER OVER ALL MAIN LINES AND 15" G4VER OVER ALL LATERAL LINES.
b. 24 "X18 "X12" DEEP SUMP UNDER EACH VALVE. SUMP TO BE 3/4" PEA GRAVEL LINED YYlTH
FILTER FABRIC.
"#. 3" SAND $EDi?{NG $FLOW ALL PIPES.
8. 150y }.L }.A/ /TjIONyJGATE VALVE BEFORE EACH Al1TOMATIG CONTROL VALVE. (NIBGO T -113 OR
APPROVED)
. `AV . f-M )
9. MANUAL. BRONZE DRAIN VALVES AT MAIN LINE LOYi POINTS.
10. SPRINKLERS - RAIN8IRD 1806 HEADS 01 LANDSCAPE DRIPUHE TUBING.
11. AUTOMATIC CONTROLLER TO BE RAIN BIRD E5F' -MG.
12. AUTOMATIC CONTROL VALVES TO BE RAIN BIRD FEB OR, DYX SERIES.
13. VALVE BOXES TO BE AGGE55 (AMETEK ), BROWN Lli75.
14. MAIN LINE TO BE SCHEDULE 40 PVC.
15. LATERALS TO BE GLA55 200 PVC.
16. SLEEVES TO BE SCHEDULE 40 PYG. (" DIAMETER)
1"1, MINIMUM PIPE SIZE
3/4 ".
PL.,4NTING LEGEND
• PiOF'05ED TREES CROUtDGO\IER (,)
- .- .. SHiU£-5 SEEUEI AREA AT 51/'+tfiL.E
' '" W SEED MIXTURE TC? f3E 'F'IX'
BY H /B$S AND HOPf<INGS, LTD
(503):23q-5-115. APPLICATION RATE
ter",''
PERENNIALS H5C3) T4 BE
D 5T#3AGK PLAIlTI1G5
-1 SECTION SCALE: 112•' i 1_Qt LA -1 SEGTIDN N.T.S.
"1 SECTION
N.T.S.
i LB. fi'ER 1000 5F.
GUY WIRE p Q 4 a
z _ STAKES AS SPECIFIED - EVENLY SPACED 3
(2) FGH ORNAMENTAL/GQNfFER TREE • 4
z 4' (3) EACH SI.1•AUE TREE
SLOPE TO GRADE REMOVE BURLAP FROM TOP 1/3 d
OF ROOT i3Al.L
MULCH AS SPECIFIED (2" GLF}R AT TRUNK)
-o
_ ...2 • ` fi ' 3" BARK MULCH _
PLANTING 501L. 4` t' ' 4 Q ,:. - •
2 `1 AC
5Ui3 GRADE
' 4:1 SIDE SLOPES
, , , , 12" GROWING MEDIUM
z SPACING D ROW A SPACING I7 ROW A PERMEABLE FILTER FABRIC
COMPACTED TOPSOIL 3" O.G. 2.6" 18" O.G. i5.b"
(BELOW ROOT BALD ONLY} 6" O.G. 5.2" 24" O.G. 20.8" 2' WIDE FLAT BOTTOM
NOTE 9" O.G. 'T.8" w,.O.G. 2b.0"
MARK THE NORTH 5117E OF THE TREE IN THE NURSERY, AND ROTATE TREE
12" O.G. 10.4" 3b" D.G. 30.0„ b,l
TO FACE NORTH AT THE 51TE WHEN EVER POSSIBLE. 15" O.G. 3.0" 48" O.G. 41.5"
7 TYF'IGAL. TREE 'L.A1*iTl1lC r]2 CiCUNL7GC?YER 5F'AGIN.C- L?IA6'.ANt 3 C-:A55Y SYyIALE fit! .EQUIiE
LANDSCAPE PLAN
0 48
16 - 32 4
UTI
SCALE: -1/18 = 1' -Q' NORTH
' 2i9
David J. Dougherty
OREGON
c VjW
Q.
U
4Z
z <
O:z
4
w
O
W
N W
~
o:z
CJ
z
U
w
O
DATE: 2 JUNE 2008
REASONS:
13 NOVEMBER 2008
DWG NO.
LA -1
DLA Inc coriG
W
W
t' 2ooa
17' Ora Day {ily
1 al.
matchin ,full
.11:
12
uncus effusus
soft Rush
1 al.
matchin ,full
N{<
40
Narcissus 'kin Alfred'
kin Alfred Daffodil
bulb
SCUT H 2 8T H ST E
T
w
At2JAGEhtT BUILDING
OR EDGi OF PLANT SF..L
4
L'cN75GAPE CU1DEL.INES
A. SOIL PREPARATION
PLANT. BEDS
1, FINISHED ELEVATION OF SUB-BASE TO BE 18" MINIMUM BELONi FINISHED GRADE AT
PLANT BEDS AND 12" BELOW FINISHED GRADE AT SSIALE.
2. TILL SUSGR,ADE THOROUGHLY TO , DEPTH OF 6" MINIMUM PRIOR TO PLACEMENT OF
TOPSOIL.
S. PLACE 1& ":MINIMUM OF TOPSC7IL OVER TILLED 5l1BGRAtE AT PLANT BEDS AND 12'
TOPSOIL AT SWALE. ADD 3" OF ORGANIC MATERIAL AND 15- 5 -10 -10 FERTILt?.lrR TO
TOPSOIL AT THE RATE OF 20 L85. PER 1004 SF. RCTO= I"1LL AMENDMENTS AND TC1P501L
TO A DEPTH OF 8" MINIMUM.
4. PROVIDE 3" OF SHREDDED FIR SARK MULCH OVER ALL PLANT BEDS. DO NOT MULCH
WITHIN SWALE.
S. .PLANT MATERIAL
1. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES !ND(G,TED.
2. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT.
3• PLANT LAYOUT TO BE APPROVED SY LA>`U75GAPf ARCHITECT PRIOR TO INSTALLATION.
IRRIGATION 5Y5TEM i'CC,UIREMENTS
1. AUTOMATIC li2RfGATf0115Y5TEM T4 BE PROVIDED FOR ALL LANDSCAPE AREAS.
2. IRRIGATION HEAD LAYOUT -HEAD TO fF..,17 G011 =RAGE.
3. SEPARATE ZONES FOR LAWN AND 5HRt15 AREAS.
4. SEPAiTE ZONES FOR NE AND 5Yt EXPOSURES.
5 18" MIN. COVER OVER ALL MAIN LINES AND 15" G4VER OVER ALL LATERAL LINES.
b. 24 "X18 "X12" DEEP SUMP UNDER EACH VALVE. SUMP TO BE 3/4" PEA GRAVEL LINED YYlTH
FILTER FABRIC.
"#. 3" SAND $EDi?{NG $FLOW ALL PIPES.
8. 150y }.L }.A/ /TjIONyJGATE VALVE BEFORE EACH Al1TOMATIG CONTROL VALVE. (NIBGO T -113 OR
APPROVED)
. `AV . f-M )
9. MANUAL. BRONZE DRAIN VALVES AT MAIN LINE LOYi POINTS.
10. SPRINKLERS - RAIN8IRD 1806 HEADS 01 LANDSCAPE DRIPUHE TUBING.
11. AUTOMATIC CONTROLLER TO BE RAIN BIRD E5F' -MG.
12. AUTOMATIC CONTROL VALVES TO BE RAIN BIRD FEB OR, DYX SERIES.
13. VALVE BOXES TO BE AGGE55 (AMETEK ), BROWN Lli75.
14. MAIN LINE TO BE SCHEDULE 40 PVC.
15. LATERALS TO BE GLA55 200 PVC.
16. SLEEVES TO BE SCHEDULE 40 PYG. (" DIAMETER)
1"1, MINIMUM PIPE SIZE
3/4 ".
PL.,4NTING LEGEND
• PiOF'05ED TREES CROUtDGO\IER (,)
- .- .. SHiU£-5 SEEUEI AREA AT 51/'+tfiL.E
' '" W SEED MIXTURE TC? f3E 'F'IX'
BY H /B$S AND HOPf<INGS, LTD
(503):23q-5-115. APPLICATION RATE
ter",''
PERENNIALS H5C3) T4 BE
D 5T#3AGK PLAIlTI1G5
-1 SECTION SCALE: 112•' i 1_Qt LA -1 SEGTIDN N.T.S.
"1 SECTION
N.T.S.
i LB. fi'ER 1000 5F.
GUY WIRE p Q 4 a
z _ STAKES AS SPECIFIED - EVENLY SPACED 3
(2) FGH ORNAMENTAL/GQNfFER TREE • 4
z 4' (3) EACH SI.1•AUE TREE
SLOPE TO GRADE REMOVE BURLAP FROM TOP 1/3 d
OF ROOT i3Al.L
MULCH AS SPECIFIED (2" GLF}R AT TRUNK)
-o
_ ...2 • ` fi ' 3" BARK MULCH _
PLANTING 501L. 4` t' ' 4 Q ,:. - •
2 `1 AC
5Ui3 GRADE
' 4:1 SIDE SLOPES
, , , , 12" GROWING MEDIUM
z SPACING D ROW A SPACING I7 ROW A PERMEABLE FILTER FABRIC
COMPACTED TOPSOIL 3" O.G. 2.6" 18" O.G. i5.b"
(BELOW ROOT BALD ONLY} 6" O.G. 5.2" 24" O.G. 20.8" 2' WIDE FLAT BOTTOM
NOTE 9" O.G. 'T.8" w,.O.G. 2b.0"
MARK THE NORTH 5117E OF THE TREE IN THE NURSERY, AND ROTATE TREE
12" O.G. 10.4" 3b" D.G. 30.0„ b,l
TO FACE NORTH AT THE 51TE WHEN EVER POSSIBLE. 15" O.G. 3.0" 48" O.G. 41.5"
7 TYF'IGAL. TREE 'L.A1*iTl1lC r]2 CiCUNL7GC?YER 5F'AGIN.C- L?IA6'.ANt 3 C-:A55Y SYyIALE fit! .EQUIiE
LANDSCAPE PLAN
0 48
16 - 32 4
UTI
SCALE: -1/18 = 1' -Q' NORTH
' 2i9
David J. Dougherty
OREGON
c VjW
Q.
U
4Z
z <
O:z
4
w
O
W
N W
~
o:z
CJ
z
U
w
O
DATE: 2 JUNE 2008
REASONS:
13 NOVEMBER 2008
DWG NO.
LA -1
DLA Inc coriG
W
W
t' 2ooa
50 ,
,
T
w
At2JAGEhtT BUILDING
OR EDGi OF PLANT SF..L
4
L'cN75GAPE CU1DEL.INES
A. SOIL PREPARATION
PLANT. BEDS
1, FINISHED ELEVATION OF SUB-BASE TO BE 18" MINIMUM BELONi FINISHED GRADE AT
PLANT BEDS AND 12" BELOW FINISHED GRADE AT SSIALE.
2. TILL SUSGR,ADE THOROUGHLY TO , DEPTH OF 6" MINIMUM PRIOR TO PLACEMENT OF
TOPSOIL.
S. PLACE 1& ":MINIMUM OF TOPSC7IL OVER TILLED 5l1BGRAtE AT PLANT BEDS AND 12'
TOPSOIL AT SWALE. ADD 3" OF ORGANIC MATERIAL AND 15- 5 -10 -10 FERTILt?.lrR TO
TOPSOIL AT THE RATE OF 20 L85. PER 1004 SF. RCTO= I"1LL AMENDMENTS AND TC1P501L
TO A DEPTH OF 8" MINIMUM.
4. PROVIDE 3" OF SHREDDED FIR SARK MULCH OVER ALL PLANT BEDS. DO NOT MULCH
WITHIN SWALE.
S. .PLANT MATERIAL
1. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES !ND(G,TED.
2. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT.
3• PLANT LAYOUT TO BE APPROVED SY LA>`U75GAPf ARCHITECT PRIOR TO INSTALLATION.
IRRIGATION 5Y5TEM i'CC,UIREMENTS
1. AUTOMATIC li2RfGATf0115Y5TEM T4 BE PROVIDED FOR ALL LANDSCAPE AREAS.
2. IRRIGATION HEAD LAYOUT -HEAD TO fF..,17 G011 =RAGE.
3. SEPARATE ZONES FOR LAWN AND 5HRt15 AREAS.
4. SEPAiTE ZONES FOR NE AND 5Yt EXPOSURES.
5 18" MIN. COVER OVER ALL MAIN LINES AND 15" G4VER OVER ALL LATERAL LINES.
b. 24 "X18 "X12" DEEP SUMP UNDER EACH VALVE. SUMP TO BE 3/4" PEA GRAVEL LINED YYlTH
FILTER FABRIC.
"#. 3" SAND $EDi?{NG $FLOW ALL PIPES.
8. 150y }.L }.A/ /TjIONyJGATE VALVE BEFORE EACH Al1TOMATIG CONTROL VALVE. (NIBGO T -113 OR
APPROVED)
. `AV . f-M )
9. MANUAL. BRONZE DRAIN VALVES AT MAIN LINE LOYi POINTS.
10. SPRINKLERS - RAIN8IRD 1806 HEADS 01 LANDSCAPE DRIPUHE TUBING.
11. AUTOMATIC CONTROLLER TO BE RAIN BIRD E5F' -MG.
12. AUTOMATIC CONTROL VALVES TO BE RAIN BIRD FEB OR, DYX SERIES.
13. VALVE BOXES TO BE AGGE55 (AMETEK ), BROWN Lli75.
14. MAIN LINE TO BE SCHEDULE 40 PVC.
15. LATERALS TO BE GLA55 200 PVC.
16. SLEEVES TO BE SCHEDULE 40 PYG. (" DIAMETER)
1"1, MINIMUM PIPE SIZE
3/4 ".
PL.,4NTING LEGEND
• PiOF'05ED TREES CROUtDGO\IER (,)
- .- .. SHiU£-5 SEEUEI AREA AT 51/'+tfiL.E
' '" W SEED MIXTURE TC? f3E 'F'IX'
BY H /B$S AND HOPf<INGS, LTD
(503):23q-5-115. APPLICATION RATE
ter",''
PERENNIALS H5C3) T4 BE
D 5T#3AGK PLAIlTI1G5
-1 SECTION SCALE: 112•' i 1_Qt LA -1 SEGTIDN N.T.S.
"1 SECTION
N.T.S.
i LB. fi'ER 1000 5F.
GUY WIRE p Q 4 a
z _ STAKES AS SPECIFIED - EVENLY SPACED 3
(2) FGH ORNAMENTAL/GQNfFER TREE • 4
z 4' (3) EACH SI.1•AUE TREE
SLOPE TO GRADE REMOVE BURLAP FROM TOP 1/3 d
OF ROOT i3Al.L
MULCH AS SPECIFIED (2" GLF}R AT TRUNK)
-o
_ ...2 • ` fi ' 3" BARK MULCH _
PLANTING 501L. 4` t' ' 4 Q ,:. - •
2 `1 AC
5Ui3 GRADE
' 4:1 SIDE SLOPES
, , , , 12" GROWING MEDIUM
z SPACING D ROW A SPACING I7 ROW A PERMEABLE FILTER FABRIC
COMPACTED TOPSOIL 3" O.G. 2.6" 18" O.G. i5.b"
(BELOW ROOT BALD ONLY} 6" O.G. 5.2" 24" O.G. 20.8" 2' WIDE FLAT BOTTOM
NOTE 9" O.G. 'T.8" w,.O.G. 2b.0"
MARK THE NORTH 5117E OF THE TREE IN THE NURSERY, AND ROTATE TREE
12" O.G. 10.4" 3b" D.G. 30.0„ b,l
TO FACE NORTH AT THE 51TE WHEN EVER POSSIBLE. 15" O.G. 3.0" 48" O.G. 41.5"
7 TYF'IGAL. TREE 'L.A1*iTl1lC r]2 CiCUNL7GC?YER 5F'AGIN.C- L?IA6'.ANt 3 C-:A55Y SYyIALE fit! .EQUIiE
LANDSCAPE PLAN
0 48
16 - 32 4
UTI
SCALE: -1/18 = 1' -Q' NORTH
' 2i9
David J. Dougherty
OREGON
c VjW
Q.
U
4Z
z <
O:z
4
w
O
W
N W
~
o:z
CJ
z
U
w
O
DATE: 2 JUNE 2008
REASONS:
13 NOVEMBER 2008
DWG NO.
LA -1
DLA Inc coriG
W
W
t' 2ooa
"1 SECTION
N.T.S.
i LB. fi'ER 1000 5F.
GUY WIRE p Q 4 a
z _ STAKES AS SPECIFIED - EVENLY SPACED 3
(2) FGH ORNAMENTAL/GQNfFER TREE • 4
z 4' (3) EACH SI.1•AUE TREE
SLOPE TO GRADE REMOVE BURLAP FROM TOP 1/3 d
OF ROOT i3Al.L
MULCH AS SPECIFIED (2" GLF}R AT TRUNK)
-o
_ ...2 • ` fi ' 3" BARK MULCH _
PLANTING 501L. 4` t' ' 4 Q ,:. - •
2 `1 AC
5Ui3 GRADE
' 4:1 SIDE SLOPES
, , , , 12" GROWING MEDIUM
z SPACING D ROW A SPACING I7 ROW A PERMEABLE FILTER FABRIC
COMPACTED TOPSOIL 3" O.G. 2.6" 18" O.G. i5.b"
(BELOW ROOT BALD ONLY} 6" O.G. 5.2" 24" O.G. 20.8" 2' WIDE FLAT BOTTOM
NOTE 9" O.G. 'T.8" w,.O.G. 2b.0"
MARK THE NORTH 5117E OF THE TREE IN THE NURSERY, AND ROTATE TREE
12" O.G. 10.4" 3b" D.G. 30.0„ b,l
TO FACE NORTH AT THE 51TE WHEN EVER POSSIBLE. 15" O.G. 3.0" 48" O.G. 41.5"
7 TYF'IGAL. TREE 'L.A1*iTl1lC r]2 CiCUNL7GC?YER 5F'AGIN.C- L?IA6'.ANt 3 C-:A55Y SYyIALE fit! .EQUIiE
LANDSCAPE PLAN
0 48
16 - 32 4
UTI
SCALE: -1/18 = 1' -Q' NORTH
' 2i9
David J. Dougherty
OREGON
c VjW
Q.
U
4Z
z <
O:z
4
w
O
W
N W
~
o:z
CJ
z
U
w
O
DATE: 2 JUNE 2008
REASONS:
13 NOVEMBER 2008
DWG NO.
LA -1
DLA Inc coriG
W
W
t' 2ooa
W
W
t' 2ooa