Plans (3) LEGEND ri
DETACHED MIN. SETBACK SUMMARY
SANITARY SEWER SW COLORADO LANE
_ PORCH SETBACK: 8'
- _- - STORM DRAIN - �' ::_�.__ BUILDING SETBACK: 12'
SIDE SETBACK: 3'
- - WATER LINE - - -- 1.5"CAL.GOLDENRAIN TREE/ ��� SIDE FACING STREET:
KOELREUTERIA PANICULATA
WATER VALVE LATERALS - ^- y y PUBLIC STREETS: 8' �CJLh.GCt�
ALLEY/PRIVATE STREETS: 3'
SANITARY MANHOLE
REAR SETBACK: 15'
f
-� REAR SETBACK AT ALLEY/PRIVATE: 0' TaylorMorrison,
STORM MANHOLE
SIDEWALK REAR COVERED PATIO: 10'
CATCH BASIN281.9 Imo-16.00 --�I 282.4 , 5 PUCGARAGE:
_ _-- 50.00 ,?
STREETS: 20'
- ELECTRICAL VAULT 6.00' - !
PUE ALLEY/PRIVATE STREET: T-5'
- - - - - - -
- SIGN --- - - -
-�—� '— 15.00'
20.0 . 12564 SW Main Street
180.2 GRADE ELEVATION 21.29' / Tigard.OR 97223
-- �f� \ LOT COVERAGE. [n 503-941-9484
— � -
h3>
LIGHT POLE
\ � DATE: 06-06-2022------- - _- �- I \
4.50' _ _ _ LOT AREA: 5,250 SF
CX=CD STRAW WATTLE PERIMETER EROSION GFF=282.513
\ -
CONTROL II
PORCH ` 5.50'\ - `-- BUILDING FOOTPRINT: 1,993 SF
-- .._�
♦111 SURFACE FLOW ARROW �I GARAGE r -- L LOT COVERAGE: 38.0 %
I I
—O— TREE PROTECTION FENCING IMPERVIOUS AREA: 2,863 SF
z WATER METER
v
FF=283.4
y FF= FINISH FLOOR ELEVATION
c GFF= GARAGE FINISH FLOOR ELEVATION b - p
_ '
E PUE PUBLIC UTILITY EASEMENT L - �39" ,n Y
o - _
o PSDE STORM DRAINAGE EASEMENT -_ `
PSWE PUBLIC SIDEWALK EASMENT7.1�2*
O 5,250 SF
.,
PWLE PRIVATE WATER LINE EASEMENT r
_i
�- SOUTH
0 4. 50' � '' I ----'
M - ---- 5.50'
. _ I-- DECK I I Approved plans RIVER
`�rtty of TIW49 shall be on job site.
_ approved Pia I TERRACE
1600 j 3500
Date -�- ,. --_ -z -----�
27.64' —
g5 12022 - E'
- - - OFFICE COPY
�� \ /� T(� a � PLOT PLAN
�Y W l�W r
LOT 39
a. 275.2JL----2 50.00' 276.8
TRACT 'N'
M
CITY E TIOARD
a
Approvec by Planning
Date. 11 V7-
TAYLOR MORRISON 360 695-7700 initials:
2S1 W7
A PROJECT NO.: 395.103
LOT 39, ZONE: R-7, PLAN: 4075AR TYPE: CONSTRUCTION
REVIEWED BY: CMH
SOUTH RIVER TERRACE SCALE
M 16620 SW COLORADO LANE '° °
0
z
TIGARD, OREGON 97224 1 INCH=20 FEET
'l, "x`13
40'-0"
11'-9y2" 28'-2y2"
8'-33/4„ 8'-10" 9'-0Y4
NOTE: ALL EXTERIOR PONY WALLS
SHALL BE SHEATHED AND NAILED THE 19 18
SAME AS THE MAIN FLOOR S9.0 59.0 ( 2x10 TRIM OVER P.T.
SHEARWALLS DIRECTLY ABOVE ' 2x8 RIM TYP. ALL SIDES ' 18"x18"x10" FTG.
W/(2) #4 BOTT.EW TYP.
r r P.T. 48 HDR (- F- 7
L— P.T. 4x8 HDR L— J ��� L—J P.T. 4x8 HDR L J
18 � ` 6x P.T. POST
51.2 W ABU66 TYP.
MST48 (MAIN 00000, 00 Y 18
FLR WALL TO PT 1x6 x 0
PONYWALL)
STH D14 P3 � ��T48 (MAIN 18 DIAGONAL ACE � a � II FLR WALL MST48 (MAIN
(PONYWALL I0� FLR WALL TO 51.2 P3`� PONYWALL) co
TO FDN) P.T. 2x 0000000" PONYWALL) I STHD14 )
LEDGER �� STHD14
-------------- --- (PONYWALL (PONYWALL
o TO FDN) — ------------ P.T�2x LEDGER- ` — TO FDN)
-------- -- L -; ---------- - - - - - - - ---- _ -
---------------------------- ----------- ---
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1
I co
16 D1 I I
6,-8,, 6'-8„ 56.0 6'-8" 6'-8" 6`-8" 6'-8" I
J
f -I f -1 . .4x10 HDR r --1r -1 I ( \
N
- STEF
r-i L—J L—J L—J L J L—J I NEE]
FINISHED FLOOR 4X4 POST I 10 PER
VERT
AT +0'-0" 18"X18"X10" FTG W/ TYP, UNO 56.0
(2 #4 EW BOT TYP, UNO I I WITI
i I 17 I TO f
S6.0
0
SIM
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