Plans (378) ., . ,►. •' Mc,--c<30 — c COS35
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(2))
' RECEIVED
Cereldph�Hus k onkrun KATSURA 1.5'CAL Z
CCM JAN' I8 2018
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Lot Area: 7173 sq ft i—N
Bldg Cov: 2030 sq ft o w o cn
Ci ��' IV. Ar ti
Total impervious: 3210 O 11±1 LLI O !# A ? `:N40
coverage: 28 % / 45 % total j Q ~
z SETBACK LINE
ct 7715' F J TYP.)
water .ervicel 12 3 71 0
IA: 239
'Droinogel • 238_
—236---
'Silt Nonce' .... 234
- - - - �� __ - - - - -234- - - - - -_- ___ / — —
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Tree protection - 41 I 238 I
i 1 130.85240
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al , 242 I
The project arborist has reviewed I
this plan and certifies that the trees I 242
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and tree protection are accurately ■ Grand
Cantilever Ln
represented;tree protection In I I
measures are equal to or greater r-6 ■ ® — I`o
than those on the approved tree5.00' I ■• • . . , . 'i y; 5.00'
protection plan,which remains 1 ■.� `+
applicable. TYP. 1.4 ■ U IF TYP.
1 ■ 243 FFE --..-1
-hpyoo, f 44-144_,_ 6 4 a
p 1
I ■ os 241 GFE zj
Morgan Holen,Project Arborist .S IN I : -s"
ISA Board Certified Master Arborist, ■ ■ 242 /' i
PN-6145B ri ■ ■
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ISA Tree Risk Assessment Qualified o I a ,
Date:January 18,2018 N • ■ /,' /'\C5'
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_ _ CITY QF TIGARD
NORTH / ®' APP ro d by Planning
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, 24°
REDBERRY Date i-if-if 3
/CRT \.\ Xitials: S
COURT, , , \
20 0 10 20 ao PLOT PLAN NOTES:
Iniimumr. 1. BASED ON SURVEY INFORMATION RECEIVED ON 11-29-2017.
2. PLOT PLANS SUBJECT TO CHANGE BASED ON FINAL PLAT.
1 inch = 20 ft. 3. UTILITIES SHOWN BASED ON PRELIMINARY CONSTRUCTION PLAN.
MEWED Fab mom not J.NCH
Riverside Homes, LLC P ■ENGINEERS Progress Landing N0399
17933 NW Evergreen Pkwy
Beaverton,Oregon 97006 M Engineering Lot 05 ,,
503-645-0986 &Planning
1
3409 HW John OlsenPlace 12062 SW Redberry Court or
Hillsboro.OR 971241
503 6014401 503 6014402-fax
RobertC, Plotted: Jan 05, 2018 - 11:57am, P:\N0399\dwg\Eng\Plat Plots\01-05-2018\N0399—Progress Landing 05.dwg
RECEIVED
' - . ',1 17 OF TIGARD
BUILDING DIVISION
1-4i-4.4.-;—41- 20'10" -I- 21'2" + 10• ---1
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Customer: PARR FOREST GROVE
p o Desc. : Riverside 2626 B 3 Car Ma
oc-) o ADDRESS: master
-r-' ''' o z Designed by: BILLY BREESE
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