Plans (4) " LEGEND ,
DETACHED MIN. SETBACK SUMMARY
r
SANITARY SEWER _ PORCH SETBACK: 8'
-- BUILDING SETBACK: 12'
-.- _ STORM DRAIN
SIDE SETBACK: 3
WATER LINE SIDE FACING STREET:
PUBLIC STREETS: 8'
WATER VALVE �C?tom
SW LEAF LANE `� -- ALLEY/PRIVATE STREETS: 3'
f SANITARY MANHOLE n
REAR SETBACK: 15' ,Y'
SD _ . _.. ._ _ �.___— _ , _ -- — REAR SETBACK AT ALLEY/PRIVATE: 0'
TaylorMorrison.
STORM MANHOLE LATERALS 2"CAL:KATSURA TREE i � ` if _.m REAR COVERED PATIO: 10'
CERCIDIPHYLLUM JAPONICA
CATCH BASIN k, _ GARAGE.
PUBLIC STREETS: 20'
ELECTRICAL VAULT + EY/PRIVATE STREET: 3' 5'
ff
ALL
- -- SIGN 310 9 :�, SIDEWALK 49.00' 313 3
-------------- - �.__. s 1 r
_, _. _.
__ 2564 SW Main Stree
f Tigard,OR 97223
180.2 GRADE ELEVATION { ' 16.00' 6.00' LOT COVERAGE: IT]503-941-9484
LIGHT POLE — —15 I.00' T =�
DATE: oa-oe-zozz
- 17.17 20.00 —
f" — '— - LOT AREA: 5,292 SF
� STRAW WATTLE PERIMETER EROSION ° -
CONTROL �_= T`s - 1____ ----z - BUILDING FOOTPRINT: 1,993 SF 1 .
M� F
-- — -
SURFACE FLOW ARROW ❑ GFF=313.4 4.50'— _ LOT COVERAGE: 37.7 %
r
PORCH
—O— TREE PROTECTION FENCING 4.50'
GARAGE f_ ( IMPERVIOUS AREA: 2,865 SF
i -- -- --
WATER METER I 351,r ?
YFF= FINISH FLOOR ELEVATION
M GFF= GARAGE FINISH FLOOR ELEVATION
E PUE PUBLIC UTILITY EASEMENT
u r 14-
-' — --
17'
PSDE STORM DRAINAGE EASEMENT FF=314.3 312-
6 PSWE PUBLIC SIDEWALK EASMENT O
PWLE PRIVATE WATER LINE EASEMENT ` " -- --- o -- - __ 06
-._._ .._ 19
-
� 5,291 SF � SOUTH
OF CE COPY
RIVER
City of Tigard
_--- ---- 4.50' j -_--- ---;-- Oso' TERRACE
W roVed Pl n i ----
N �� — L — DECK — (---------------------- -----------=
3
Z
g MSt 2dZ2 — 00030bl 38.00'
39.00'
o , 30.71' I PLOT PLAN
( 67go Su -
- � LOT 19
CL — —
_ - _ - 30 - — — — — OIC 0 `I�.; iIf E3
M ___-_ - _ _ _ __ .__ _. _ _ .
Approved by Planning
ti --298.9 --- 49.00' 49.00' `— ------301.o —
– - – _ -- – --- Date: .
a
Initials.
TAYLOR MORRISON (360) 695-7700
N
2S 1 W7
PROJECT NO.: 395-103
LOT 19, ZONE: R-7, PLAN: 4075A TYPE: CONSTRUCTION
OREVIEWFD BY: CMH
SOUTH RIVER TERRACE SCALE
M 16786 SW LEAF LANE ��-10 °
TIGARD) OREGON 97224
1 INCH=20 FEET
Z
40'-0"
28--2y2` 11'-9 "
2'-0" 26'-2y2, 9„ 11'-0y
9'-0Y4" 8'-10" 8,_3y4„
NOTE: ALL EXTERIOR PONY WALLS
18 19
SHALL BE SHEATHED AND NAILED THE 2x1SAME AS THE MAIN FLOOR
0 TRIM OVER P.T. I 59.0 59.0
18"x18"x10" FTG. 2x8 RIM TYP. ALL SIDES ' SHEARWALLS DIRECTLY ABOVE
W/(2) #4 BOTT.EW TYP.
r _ _ F- -1 _ _ P.T. 4x8 HDR _ I-T -1 _
6x6 P.T. POST L J P.T. 4x8 HDR L—-J ��� L — J P.T. 48 HDR —J
W/ ABU66 T P. � 18
�
18 I co �
51.2 �, 000000' PT 1x6 ` MST48 (MAIN
MST48 (MAIN I ° FLR WALL TO
DIAGONAL
FLR WALL TO i @ ��� BRACE 18 MST48 (MAIN �� P3 PONYWALL)
PONYWALL) P3 51.2 FLR WALL TO I (PONYWALL
01
STHD14 I PONYWALL) ��
Z .T. 2x
(PONYWALL I �� STHD14 �� LEDGER TO FDN)
TO FDN) I P.T. 2x LEDGER (PONYWALL -----------------
TO FDN)----- -==X=— -- — ---- —
J
11 J F—
5-- -- -----
Ii-------------- — ------------ ----------------- -11%a" I I
I 4 I I
I =
I I I I
00 1 I o')
I I D1 I i
I 16
S6.o
6"-81-16'-8" 6'-8"
1. 6'-8,. 6,_8., 6'_8„
I � r .7 � � 4x10 HDR r � � � r -1o +
L J L J L_J L J L -JLl
1 0l H 4X4 POST FINISHED FLOOR
S6.0 TYP, UNO 18"X18"X10" FTG W/
(2)#4 EW BOT TYP, UNO AT +0'-0" L
3 1760
L
I -11/a 56.0 I
i
co
i SIM I