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\ FACADE MATERIALS CALCULATION ?111LDIN l"'',siO
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INTERLOCKED PLAN VIEW a ACTUAL5Q FT. ACTUAL% REQ'D REQ.MET
Yrc 2'POSTS -
MID ATTACH MIB 4'WOOD FENCE FRONT FACADE AREA 12705F
N STITCHED 4`WOOD FENCE ,,,(((
a @„ L00P6 S89°54'00"E 225.15' _ _ 0.8'NOR IH_ _ ON LINE AT AP /°� WINDOWS&RED DOOR 885F 13.7% 12% I52.4 YES
. �� OVER R 2 POSTS e n , _ _ _ _ CI-—°—°4 1 a s� GARAGE DOOR 63'-6"BUILDING WIDTH 32'-0' 53.04% 60% 38'1" YES
'��■■III_• NOTES: 4 / 4
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$ ,, MUSS °°°E ��/� 7 ELEMENT FRONT FACADES
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15-0' PROPOSED NEW ADU:
:,'2\�R�•�!''}CQ ,. ro6ls TD x Asrwuy r« / j PROPOSED NEW 1666 SF LIVING I
REQUIREMENTS
N�/ J.m[a ROPE. PRIMARY DWELLING: +306 Sr GARAGE
4. COMPACT BM SZES OF AMER SPARC ( tr, 1,944 SF LIVING ADDRESS: 1 I (1) Covered porch:a minimum depth of five
PROFILE 9M +461 SF GARAGE I 9205 SW WAVERLY DR 16'1'6" feet,as measured horizontally from the face of
.rm x PARS EAST a PLACEDTiGARD, OREGON 97223
ACC To�A01arw ADDRESS: r the buildingwall,and a minimum width of five
EMS N4040 .7 9207 SW WAVERLY DR I FE. 161' I , .V_ feet.•
I ' i� TIGARD, OREGON 97223 O
Rr 1 FT, 161 /ya Co oi (2) Recessed entrance area:A minimum depth
I I I— — — -1 I I I o of Iwo feet,as measured horizontally from the
O N Ij
face of the building wall,and a minimum width
`, / 4 I i-..- I of five feet.
I Fume FABRIC YATFRIAI / 15'-0 1/2" % r r r� 1 �It€ � V�
r' / ii tli;; /E, /C �_ (3) Wall offset a minimum offset of 16 inches
6 MAXIMUM SPAOID 36'MOE RODS �/ / I \ i' __ —J ._ from one exterior wall surface to the other.
FRONT VIEW / F#8i RIVEW4Y / - _
Ins FOR ..awlAmR �! y o N /�� -a —. - I- (4) Roof Cave:a minimum projection of 12
aI nmrr TSTene SEE y y/ �/ inches from the intersection of the roof and the
OWNER 4 OF WO WATER ,,
PNC EAT dun DEEM w. C�� _— —i-- _ 10 i�/w/ ".. / .�--- _= building walls.
- N ' (5) Roof offset:a minimum offset of two feet
�.� Q y from the top surface of one roof to the top
M `,V � surface of the other.
REQUIRED BASE MEASURES \ D EL' a i& r,, S (6) Roof shingles:file or fire-resistant roofing
material.
* PERIMETER SEDIMENT CONTR
* CONSTRUCTION SITE ENTRANCE / � (7) Horizontal lap siding:a minimum visible lap
* STORM DRAIN INLET PROTECTION \ \; r ! �� width of three to seven inches once installed.The
^�,� - _ �,�� - / I siding material must be wood,fiber-cement,or
NON-STORMWATER POLLUTION CONTROL BMPS \ vinyl to meet this standard.
TRACT A 1
* STORE ALL PAINTS,STAINS,SOLVENTS AND HAZARDOUS MATERIALS IN A ,% scale= 1 iI=201_oII
COVERED STORAGE AREA - — _ _� ST. / / SITE INFO:
* DISPOSED OF ALL TRASH AND/OR DEBRIS THAT COULD ENTER STORM / LOT SIZE 6,022 SF
SYSTEM IN A DUMPSTER OR TRASH CAN. � ,�� 80% ALLOWABLE COVERAGE=4,818 SF
* CLEAN LIP SPILLS PROMPTLY USING DRY CLEANUP METHODS. NOTE: �� PROPOSED COVERAGE= 2,293 SO 47%
* DISPOSE OF CONCRETE WASHOUT IN APPROVED LOCATIONS TO WATER LINE TO BE TIED INTO / , • `
REDUCE POTENTIAL FOR DISCHARGE FROM CONSTRUCTION SITE THE LINES IN THE WATER / BUILDER;:
EASEMENT. METER IS CBG SW 76th AVENUE, LLC
ADDITIONAL CONSTRUCTION SITE BMPS LOCATED OFF SW 92ND AVE
ADDRESS:
* SWEEP STREET AND/OR HARD SURFACES DAILY AND PROPERLY DISPOSED 151 10 SQ BOONES FERRY ROAD, SUITE 500
OF ALL MATERIALS. LAKE OSWEGO, OREGON 97035
* REMOVED TEMPORARY CONTROL MEASURES WHEN NO LONGER
NEEDED
* INSTALL GUTTERS AND DOWNSPOUTS AS EARLY AS POSSIBLE TO CAPTURE
RUNOFF TO PREVENT ADDITIONAL ONSITE EROSION E.G SWALES,RAIN
GARDEN,FRENCH DRAIN. ,, , , 4II11 to
* IF EXISTING VEGETATION IN RIGHT OF WAY IS DISTURBED AND SOIL IS _
EXPOSED,INSTALL PERIMETER SEDIMENT CONTROL TO PREVENT MATERIAL `--;,�>1s a �`
FROM ENTERING ROADWAY ;-,.,a_ `o 1 Z, ILv