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Plans (5) \\ Q — S Q GENERAL NOTES F-OO 1. TOPO LINES AND ELEVATIONS ARE APPROXIMATE. KEY Oco SWGABRIEL STREET Nom,; �����P ��« s®r J O � Ym LIABILITYnofte. • A1.1-30o - 5%IA$ wi WATER OR WELL CONNECTION r tA%W. The City of Tigard and its O SEWER OR SEPTIC CONNECTION 0°CO " �.... employees shall not be - - C t ELECTRICAL CONNECTION responsible for discrepancies- --- - -- r _ 'al STORMWATER CONNECTION s s ' -io which mayappear herein. AREAS F N r-E 1 J J � ® .. OFFICE COPY o= I LOT AREA 6,830.55 S.F. _ _ 4 0cF t1-4414 H — / hood s ruccural members That est BUILDING COVERAGE 2.612.42 S.F. ¢io %OF COVERAGE i6% m exposed to the weather to be LAT, a Pressure Treated or decay(Q61S ( IMPERVIOUS AREA U 41=2 S.F. e..240 ...:17,-} 1 per 317,1,3 W 'A I— lijI W ¢0 Approved plans CC call be, on jobsato° C V P.U.E. Q vl C! I � ROOF DRAINS&LOW POINT DRAIN TO CONNECT RECEIVED TO STORM LATERAL '' I iStI 1 6 v NOV 18 2019 Er, o I I 1 1 I i- 1 1 1 I i___1-__. 1 : 1 1 1 t H o N CITY OF TIGARD w I ; 1 � TRACT 8 BUILDING DIVISION 156 , _ tn 'o — ®s®®1�1 ®®®®ro CITY OF TIGARD ' IDto ROLLED CURB\ m E ' 4 S 89°42'00"E 119.66' 154 . y. W ss •— i I � �`—� -1' � _ 'L� REVIEWED FOR CODE COMPLIANCE raved: © � COVERED N. �'��� `� ,_ O PP I ,vr .V oc. - Deck - -- /y OTC. [ J .— I 4 CONCRETE ��S Permit#: YM ,S�-2.01 1 — fJby.Z-3 �; DRIVEWAY '7f10 i • u I - 151'0 Address: Pi 94 SW rt4.-{ SA' V;')- 0.. N , F.F.E. =158.0' 5T-10%" Suite #: I 12-0" _ �■ Z 15'0"o 20'-0" 62'-0" 69'-10 q" S 41°11'28"W 14 4. .22' $}: _ Date: 11 (� � 1 1 I New (((( 'c STREET LIGHT 17-11/q" - 8'-o"- pw1C / �, Vt Q o I / S 56°40'32"W 16.88' U f''N ~ l I 0 5 � 0 > o I 0 N 89°42'00" " , 149' _ w l J J W 30.01' 15.566' N 89°42'00"W 120.91' oa i o i N 46°29'56"E 10.44' SCALE: 1"=20' 4 VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT CI Y OF TIGARD BASED ON CONSTRUCTION Approved PIanninc- DOCUMENTS AND OTHER Date S DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM Initials: REQUIRING THE CORRECTION -- OF ERRORS.ORSC 105.4 N ST — 00425 I \\\ Sri �Qdi� Cc`• GENERAL NOTES OO 1. TOPO LINES AND ELEVATIONS ARE 1 O cQ SW GABRIEL STREET APPROXIMATE. JO GRAPHIC KEY 14efts,, A4c¢w ' clsoT Y m Plo tic . 6\1.1-100 - 5V-k% I O11) . WWATER OR WELL CONNECTION O Ce r \ O SEWER OR SEPTIC CONNECTION / �° ee oar. .....CO \ - C t , ELECTRICAL CONNECTION T - --- S i £ 01— \ ( _/ C---) STORMWATER CONNECTION W S g J.1 �� ®AREAS c4.0-71£=x' X \ ` LOT AREA 6,830.55 S.F. _ - BUILDING COVERAGE 2,612.42 S.F. 0,OD-I ; %OF COVERAGE % m A` m w I IMPERVIOUS AREA il'=32 S.F. e),C 5 N ^a(9 Cr'Cl��C ;Agri W v' 3 WI .tt1 i Ioc c 0 �i RECEIVED „et O �•tz!i I ' ROOF DRAINS&LOW t 1'1 V 1 44' POINT DRAIN TO CONNECT • NOV 8 2Q�9 V TO STORM LATERAL — 1 — CITY OF TIGARD 0 _ ___ N � ( ( ' 1 L I ( ( , I ' °E:t: BUILDING DIVISION so W . 9I TRACT B �IIIIMIIIIMIIIIIIIIIIIIIIIIIII Ell 1111111111111r 440 W JN S 89°42'00"E 119.66' 154 ROLLED CURB— _ rn �/ i -Q,ss. 441 W ti-1 � s © I COVERED Nsr sr2 V o --� Deck 09' \ 0 I o- — N .� eS q _ _CONCRETE 7 I \ �95sr, V g' DRIVEWAY I MI k 1700 151'0 N v F.F.E.= 158.0' 125T-10 4"3 �� Z 15'-0"0 20'-0" 62'-0" 69'-103/" S 41°1128"W 14.22' o 1 ` co ' 1 Ntw / o S 1T-11%" I Quk / 41 _ STREET LIGHT I a 8'0" °,I o / S 56°40'32"W 16.88' 0 ---"*-- gs 149' _ '• w _J N 89°42'00"W 30.01' 156 N 89°42'00"W 120.91' g 1.r N 46°29'56"E 10.44' SCALE: 1"=20' oho uvi A OI T it OAF TIGARD Approved hlannin Date: /L Initials: ____-_ r �01 1,i° 44A F„ifiN.4',:''S. ' , 110 t * ''.i , 44,,, i Aluminum Railing with Stainless Steel Cable (36" 6' between rail high, 6' between rail posts & posts , aluminum tap rail) Carolyn Hyink , RECEIVED Drawing 3 of4 - 14-NOV-19 , NOV 18 2019 ,. Drawn By: Andrew Petrisor - ..j ;.. �, , .. # 36" rail height "1 CITY OF TIGARD Checked By: AP — �=` " " a mal BUILDING DIVISION Copyright©2014.Al'!!rights reserved. Notes q'6" _ 0 s 1. 4X8 PT Beams 2t 2. 4X4 PT Posts111111 ‘„.______ in 1 M III* ''''' ' il ."110M. 11.10mir..o. /1°r 3. Concrete Footing 1, „ 18x18x24" dee .< v 11111 � bS@t . �►1r\.€._ ---- 1..),,-1 4. 2X8 Joists 16" O.C. with 18x18x24" � P LUS28Z joist hanger Deep 5. PC4Z Post Caps connects beam to the top of post 6. Simpson SDS 1/4"x4"to ''� - �„�$ secure ledger board @ 12" � �� O.C. CIO , ' J. 7. ABU44Z Post Base "` 5 O Connects pest to footing t�` i = scrtvis hen or 8. DTT1Z Tension Ties w/in y .ttdxt `mil 24" of edge of deck 2 � r � DT1 E &s y$ ' 4 , 3 S{ � �< ate Og c_ 1.sal . P. y 1,1 s ;" f�' q?�, s`u " `�t - s ,+"�{`, . I a 1 ,.ver,@. $ Mn�;. F B w,'nRk _ '°...,S Elevation View t it DTT1Z . % 4'5(4" PT " _ .._ _. dost Spaced ..,:i � loco. ib� b�.SC Sal. a �/ 15' 5-6' o.C. Carolyn Hyink Drawing2 of 4 14-NOV-19 MIMI Fri r ---"T Drawn By: Andrew Petrisor 2"x8" Ledger REL .1 _ Board 3 Checket ! d$ : AP I ' lit 1 Int Copyright©2019.All rights reserved. 1111 I 1 Ilk Notes imimm7 1 ! t sfitrIgallerit____ ogrAprow,7-7 i al. Hallyi , 20' iiiia 1 , , w ,...,. ,, pp, '''' ''"-- 1111"111Mil -;# ' IIIIIIIIIII 1.1.W. Ile. ,r 1,,, , , liar tomiliniar t---- MINIIM ,, w_ ..,,,r, ...- -- ,t/ 2"x8" Joists ..., .,.,. 16" O.C. K _ 4"x8" PT Beam _ ' IMIIIMMilliMffil Top View i0 ,04 iii,iit, :r., 1_,i,": ,. , )4 ,_;,;,ti. 4‘, Carolyn Hyink Drawing 4 of 4 14-NOV-19 5. `' ' Drawn By: Andrew Petrisor �� ;. ' `00 ,,,;4p.,,,..,...-,-,,' ,.. 00,0'''l,‘,?:-: Checked By:AP ��► .. � P . J .. �` „ev KK:..y.." biz ---',I4,-,-;;;;;;4;::,-:-.1,,,,, k. +�N yv w I ,,,,,,,./ � ilF' Copyright©2019,All rights reserved. ;" ry s 44,,No°,;",,-I'I`Ni t..e,,„1 ••,,;,,I ,N, . - Iliw._ .,\ ,H'''''..tikik'il .0...„Cil,.,1...;,...,.. P "` + -wig-',411110 1 I . -„,,,,,..--.,v;,,,,',' Y� ye S'''''''' '''' a 3D View