HomeMy WebLinkAboutPlans (3) LEGEND DETACHED MIN. SETBACK SUMMARY
�S - SANITARY SEWER
_ ' PORCH SETBACK: 8'
9
— STORM DRAIN �. - � �-. L--� BUILDING SETBACK: 12' '
SIDE SETBACK: 3'
1
— . -- WATER LINE ` SIDE FACING STREET:
PUBLIC STREETS: 8'
WATER VALVE ." SW LEAF LANEUT+PJi.�lhlLttCL'
_ 2"CAL. KATSURA TREE A- - ALLEY/PRIVATE STREETS: 3'
SANITARY MANHOLE _ CERCIDIPHYLLUM JAPONI - REAR SETBACK: 15'
- _ - S
LATERALS REAR SETBACK AT ALLEY/PRIVATE: 0' Ta IorMorrison,
STORM MANHOLE J_ , REAR COVERED PATIO: 10
CATCH BASIN � GARAGE:
\l
ELECTRICAL VAULT
PUBLIC STREETS• 20
ALLEY/PRIVATE STREET: T-5
P,
a 307 9 SIDEWALK '
s s!
SIGN 59.00' 310.9 -
w'``6 00 zz
f, ` 2T6 Tigard,OR 97223W Main et
180.2 GRADE ELEVATION - - 16.00' ' LOT COVERAGE' g
11.10' _PUE ._.. _ _ [n 503-941-9484
t#, LIGHT POLE —' — - DATE: 06-06-2022
18.00' 20.00'
— 18.50'- ___ _- LOT AREA: 6,372 SF
--- 0 0 r------�
� STRAW WATTLE PERIMETER EROSION - �
CONTROL -------- _ f. 1
1 BUILDING FOOTPRINT: 2,323 SF
- - - -4.50, - ----
4.50'__ -
�� SURFACE FLOW ARROW ;r L-�� GFF=310.9 LOT COVERAGE: 36.5 %
RECEIVED
—0— TREE PROTECTION FENCING -
GARAGE IMPERVIOUS AREA: 3,400 SF JUL 14 202
1 WATER METER
1-HR FIRE I 1-HR FIRE CITY OF TIGARD
FF= FINISH FLOOR ELEVATION RATED EAVE
t= t v o RATED EAVE BUILDING QIVIR�Q(\1
c GFF= GARAGE FINISH FLOOR ELEVATION r o -
- __ 00
E PUE PUBLIC UTILITY EASEMENT >� :._ - ."� o --- "-
_� PSDE STORM DRAINAGE EASEMENT - - oo ` FF=311.8 3 _ -
o PSWE PUBLIC SIDEWALK EASMENT --- 00 _ ---
o
PWLE PRIVATE WATER LINE EASEMENT `- �_•"' � - -` �-�
� r
_ -18_
To,
17 2.50' -~- < 2.50' 9 30,-
___....... PLAT:
6,372 SF
10
SOUTH
``�, , � 14.50'
FFICE COPY - RIVER
4.50'11
----- ------
%dily of - TERRACE
x DECK � ,-�
iprc�vveld P r — —� — L
3 —
- - —
gFa Date
��Y�I :Z - -
� — 31.75'
3I9.75'
39.75'
' H
PLOT PLAN
- LOT 18
a
Ln _ — CITY � IiaAH
' Approved by plannin
- - -- ` - -- — - Date:
296.5 - - 59.00' -- - _298.9 " — Initials: Nfi
M
0
a
TAYLOR MORRISON (360) 695-7700
3
2S 1 W7
fa PROJECT NO.: 395-103
LOT 18, ZONE: R-7 Et R-12, PLAN: 48-29006
TYPE: CONSTRUCTION
REVIFWEO BY: CMH
SOUTH RIVER TERRACE SCALE
M 16804 SW LEAF LANE '° °
TIGARD, OREGON 97224
1 INCH=20 FEET
Z
M5i Z�L2- oc)oZS
50'-0"
4'-7y2" 9'-6" 18 9'-6"
59 0
18"x18"x16"FTG. 19
59.0 � 2x10 TRIM OVER P.T.
W/(2)#4 BOTT.EW TYP. 2x8 RIM TYP.ALL SIDES
r -1 _ r
777
NOTE:ALL EXTERIOR PONY WALLS L— P.T.4x8 HDR _ P.T.4x8 HDR
♦
L 1 J
SHALL BE SHEATHED AND NAILED THE 6x6 P.T.POST /
18 SAME AS THE MAIN FLOOR W/ABU66 TYP. ♦ 18
51.2 SHEARWALLS DIRECTLY ABOVE 4p
o MST48(MAIN PT 1x6 51.2
zo FLR WALL TO DIAGONAL 1 I MST48(MAIN q
PONYWALL) BRACE- ♦ FLR WALL TO 6o
STHD14 MST48(MAIN FLR oo( ` PONYWALL)
(PONYWALL 0 WALL TO PONYWALL) '- ♦ STHD14
TO FDN) pq STHDITOF DNYWALL S12 FDN)
S.2 P.T.2x LEDGE`♦ P4----------- (PONYWALL TO
FDN)
---- ------------ --- -------- ---- -_—_--- -
I -- --- -----------L f— ---------------� --- --- ------
I
I 1 -113/x" I
P6 I I I
M
I I 7 18"SQ.X10"DEEP 1 I I I RECEIVED
E
I I
I FTG. W/(2)#4 91
11 I I 560 BOTT EW I FINISHED FLOOR I I I JUL 14 2022
I AT+0'-0"
THD14R1 P4 STHD14RJ (TYP.U.N.O.) 1 I I
----- -- - ------� i I I I I CATYOF7IGARC3
1 I I
31_JIL-DING DIVISION
1---- -- , — —I I --- ---- r -1
3'/z"ABOVE I I 13 I ,; 2x6 PONY WALL I ------ - -�- I I
G.F.F.PER I IFURNACE ABOVE 17 L -J(--,,)16L J I I
CIVIL MAX I 56.04x4 POST I I
I J 4=7�J I 13'-9" 9'4" 1 56.0 12'4%2 (TYP. U.N.O.)
S I � 1-3/z" I �—
S6.0 I o
T.O.S. I I 1 1 I I 56.0
STEP FDN AS I — ----� I I I STEP FDN AS
NEEDED
PER GRADING. I N F6 I L----1 1 I I I N NEEDED
VERIFY GRADING I I _ I I I PER GRADING.
WITH CIVIL PRIOR I I ----� I d F �� r r 1 I I WITH CIVIL IFY RADING
R OR
TO POUR
I I III I I I ------ -------1-i
—I-- I I TO POUR
2 I l FIXTURES L I J
Dl I .I ABOVE I 1 I I
I I I I __ , q
vl
jP6 RFPI-20 AT 16"O.C. 1 I
7 TYP.U.N.O.
I SIM. S6.0 r __r j DEEP FTG I I I SIM. I —}-- ---- —'—�+-- I
l 2X6 PONY WALL L 1 J 36"SQ.x10" L J (4)#4 BOTT.EW I
P6 113/a" 113/a" I S6.0 LVL 1%4x9) T DEEP FTG W/ i I L
1 r (4)#4 BOTT.EW F
co (5)2.6 �-- 1 I I m
11 I ——— I J — I I (5)2x6 0 (5)2x6 I —i——
—
I = _
5 i I
14'-6y2' I 5'-8y4,. 3'-10 z" 5'fT3�4" L J 7'_3Y4" ^ 13'1" L 1 r
I ---- ---� I rT� ---------
I --+r
RIES:MIN. L JL JROM TOP OF I 1 x-18"x24"CRAWL EM WALL I SPACE ACCESS I P6
I I ITS
I I 1.81/9.5 1 1 o I 7
5,_5�,
I i s6.o
I I I SIM.
P6 I 51
64 _ LVL 11%X9Y
X4 P NY WALL -1
jI i � 1 I
I 3Y2" CONC. w -- L J I
a0 -113/4" I HDU8 HDI8 T I N
SLAB O N P3 1 I
8'-4Y," ' l I