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Plans ........ LOT 4 -.-- 5 500 SQ. „ ,; I I 11 to p Plan ( i 1 ( 11 ! ig l WATER METER # (2833 / / / 1 �s �� s �� / r a 32' -6" 14' -6" 43' -0" 20' -0" 4'�se 1 ° " � 1 Q � � Z Ili` I ig i e. 5 izl'd f�� I; f 5 1 OA r a a _ _ s CO' 12' oo" E 110.00' ,.. M ttIThu i ii I I w W 2 7 111 t O cc - --I 1 L'' 1-- I \ EG.- 6.0'3U T.O.S. r- Cl... ILI cc ONG� I EG. i���i� J EL. -1.0'± F' cc 2 _ ' GARAGE C 2ETE D b O 0 c W d OOD DECK I SLOPE ` R �(E£WA o01 �p <— O m° 0 OC 111 — 1 REFER TO 1 /4 "/FT. In �� N m> J :- PLAN ( \ i D 0 y �� O EG. i l.3' i I +0.0 ± �t m o ,, ` ' `0.O' a u' Lli i i Finished Floor Y N �, ` ' Elevation: +1.0' � 73 CU • ) o e—U rS 7f1-. - - � , SS AT T _ Pi t m C1 — 32— O � EG. -8.0'± -- -- i SD Z 5 EG. -1.5' f _ 7 S 00' 12' 00" E 110.00' - -® F I m� co ' -6" _ 58' -O" 19' -6" v a co c a) N NORTH � Z N. VERIFY ALL GRADES AND 1 -20" BUILDING SETBACKS: c FRONT OF PRIMARY STRUCTURE: 12' -O" "1 - L OCA T/0N OF UTIL 177ES FRONT GARAGE: 20' _ °" REAR YARD: 15' - 0" SIDE YARDS: 5' -0" . START OF �'•'� SITE CALCULATIONS: °' •'�° PM maseow 1 CONSTRUCTION SIZE OF LOT = 5,500 SQ. FT. =ILI ��. BUILDING FOOTPRINT n 2,109 SQ. FT. OR 38% • : • . . _. , . .. -(.....:'. r..... ,. . \ 1:f•$ ::9t2.>,. r,' r ,..... e. - - - - - - ..!:_:...-..__ —.—._ •••1 I 7. • - .194 It 123 ft .,:....1 f , ''5 1 3,:r dip I ' -.^ • 0- , 5 . 15.: ft I 1. , _ ____■1 '..2 ....L. _ '...')_?,•,,, 1 1 ; I .. ! ... . . E _1....-_ _ _ _4____ ..._ ____ _ .: ,,:j-": • •r..,......:, 'v• E.' -.:.........1 .. . L ' i Lk_ r 0 ...- ts:. ' , , ,--- 1 i i •t • . • • 1 . -. '• i 1 .19:6 .._.,.___ .. ' 3.1 I ,r,. ,..„.• i i cr, ._..3 i n 1 . :._ ;r,v. • ' ' ii .• .... • . I . • • r. 1 t - .. .• ■ . : . - ' I I t . 1 6 : 0.. ■1 t. . .. • ') S , ? . *a Ikvia y : I . .!,--'''' .i 15: . . i • • : I — 1 — 0 — I a. 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C '' I 7 l' 1 k-ii • on . nna, NCARB..Architect ' \, , H . .., i • -- . . .. - ---------- --- ,Z5 - 4 .- :rr3 4-. --------------- • .- 8260 S St 3 5 c .1 _ 11 T-igar-d OR 97223. 1 - -- -- --- -- - - i --i i 17.4.... ta.615 _ • • ••• _ _ ___ • -- --- .-; _ _ .._ . - b . =..re, E,.. 4 Ci .....,._ ._ - . . . .. ._ . CITY OF TIGARD • SITE PLAN REVIEW milk la A IlitILD1NG PERMIT NO.: 4 -5T - 9-00 + `— j r PLANNING DIVISION: R 3.5. N ot Approved Required Setbacks: Approved ❑ pP Side: ...5—.—. St Stfeet Side: �S Front. Garage: Rear: Visual Clearance: NSA 0 Approved ❑ Not Approved Maximum Building Height _ feet CWS Service Provider Letter Required: Yes ❑ No, 0 Received 'Meg /. e, Date: ' - f5- o ENGINEER G DEPARTMENT: Actual SI pe:�% i , A ❑ Not Approved ■ No A i roved B Site Pla. ®'Approved P I Date: " 1:'dd I ar n 4 - no . may, al ,a f . EROSION CONTROL NOTES ' • 1. APPROVAL OF• THIS EROSION /SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE APPROVAL OF PERMANENT ROOD OR DRA/MGE DESIGN (E6 SIZE AND LOCATION Of RODS, PIPES, RESTRICTORS CHANNELS RETENTION FACTURES UTILITIES, ETC.). . 2. THE IMPLEMERTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACLMES IS THE - RESPONSIBILITY OF THE APPLICANT /CONTRACTOR UN1TL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND ' - -------7 --- -- - -- - _ FILTER _ - -- -- - - -•- - - . VEGETATION /LANDSCAPING 1S ESTABLISHED • FILTER FABRIC MATERIAL USE . STITCHED LOOPS 36' VIDE ROLLS • • FABRIC • OVER ?'x 2' POSTS MATERIAL 3. THE BOUND4R /ES OF THE CLEARING LIMITS SHOWN ON . IRIS PLAN SHALL BE CLEARLY FLAGGED IN THE AELD PRIOR TO CONSTRUCTION. . DURING 771E CONSTRUCTION .PERIOD, NO DISTURBANCE BEYOND THE RA AGGED CLEARING UM/TS SHALL BE PERM/T7ED. THE FLAGGING SHALL -- - • BE UNATTAINED BY THE APPLICANT /CONTRACTOR FOR •1NE DURA770N OF CONSTRUCTION. �� � • . : .s a ; 4. THE ESC FACTURES SHOWN ON 17115 PLAN MUST BE CONSTRUCTS) IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT ` ' . • • 1 • ' LADEN WATER 00 NOT . ENTER 171E DRAINAGE S)STEAt OR VIOLATE APPLICABLE WATER STANE 4RO.S ' ti ':::,J11 "' - , • 5. THE ESC FACTURES SHOWN ON 17115 . PLAN ARE MINIMUM REQLIIREAIE7Nls FOR ANTICIPATED SITE CONDITIONS DURING 171E .0 / ��: / //� ;;,r O �;� \�_- � • CONSTRUCTION PE ?V0, INESE ESC EACCCIUT7ES SHALL Elf UPGRADED AS NEEDED FOR UNEXPECTED STG I1 EVENTS AND TO ENSURE THAT �,�� e SEDIMENT AND SEDIMENT LADEN WADER DO NOT Off THE SITE . 6'MAXIMUH SPACING 6. THE ESC FACTURES SHALL BE INSPECTED Lb41LY BY THE APPL/C4NT/C ATIRACTOR AND MAWTAINID A MINIMUM OF ONCE PER MONTE OR WITHIN NE 48 FLOURS FOLLOWING A STORM EVEN. - TT -_ FRONT VIEW . • : SIDE 'VIEW . NTS NTS . B ANY AREA NEEDING ESC MFA57JRE. NOT IEQUIRIX IMMEDIATE ATTENTION, SHALL BE ADDRESSED W11H/N f1f 7EE7i► (15) LW ?5 9. STABILIZED CONSTRUCTION EMRANCES SHALL BE INSTALLED AT 771E BEG INNING OF CONSTRUCTION AND UNATTAINED FOR THE DURA170N OF - : . 171E PROJECT. AOD/7T0N4L MEASURES MAY BE REQUIRED 10 INSURE PAT ALL. PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE A PROJECT NGLE BOTH ENDS OF FILTER FABRIC NOTE ' FENCE. TO. ASSURE SOIL IS TRAPPED , . BURY BOTTOM OF FILTER FABRIC 6' 10. WHERE SEEDING FOR .TEWPORARY EROSION CONTROL /S REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE . VERTICALLY BI:LO�I FINISHED GRADE. • • RATE (E.G, ANNUAL RYE APPLIED AT 80f CBS PER ACRE? ... : . • _ __ ■ ■ 2. 2'k 2' . FIR; .PIN 2. STEEL • i`.. .. . - FENCE POSTS, - : • • . • RLOCKEb :. 2 TE 2.' POSTS : 3:.; .STITCHED.;LOpPS•TD BE INSTALLED. • AND ATTACH ._ DOVNHILL, SIDE •OF.. SLOPE. r FENCE . SED1AlEN FE CE NOTES: T E P VIEW : 4.` CDMPACT ::ALi: OE FILTER -.FABRIC . I37S ;1: ME FILTER FABRIC . SHALL BE PURCHASED IN A COMTNUOUS ROLL CUT TO' ME LOGT7 OF .Ili( B4RRIETa' .TO' AVOID USE OF JOINTS. WHEY JOINTS ARE NECESS4RY,. FILTER CLOT71 SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST,. WITH A.• MINIMUM' 6 -INCH OVERLAP,' I i . AND 80771 ENDS: SECURELY FASTENED R7 THE POST, OVERLAP 2' r X POSTS AND ATTACH AS. SJ'OWN IN THEDETAIL :. ;,..�, _ 2 THE f7L7ER - FABRIC: fEVCE SHALL. BE INSTALLED .TO FOLLOW THE-CONTOURS WERE FEASIBLE 771E FENCE POSTS SHALL BE SPACED A ; .� °' �`p _ .._ .....: MAXIMUM OF 1 .8 M APART AND DRIVEN SECURELY /NrO 171E GROUND. A :MINIMUM .OF 610 :mm.. : _ • , :I. THE FILTER' * FABRIC SMALL NAVE A MINIMUM. .VERTICAL .BURIAL OF 6- f1VCHES: ALL f C4VATED MATERIAL, RROA( ALTER FABRIC FENCE INSTALLA7ION.`SHALL: BE B4CKf7LLED AND COMPACTED, ALONG THE ENTIRE DISTRIBUTED AREA - ' 4. STANDARD OR HEAVY DUTY FILTER FENCE. STALL .HAVe U4NUFACP'URED STITCHED 200PS FT. 2X2 INSTALLATION_ STIR: NED LOOPS SHALL -. - BE INSTALLED O.N. THE sUPNAL SIDE OF ]LYE. SLOPED AREA: ••' _ —. - -- - - . , 5.'.:. f7LIER . FABRIC FENCES SHALL BE REMOVED: I4'HEN MAY HAVE SERVED . THEIR: USE UC PURPQSE;: •BAIT NOT BETORE THE UPSLOPE AJ :P45 : -_"- ` — - `B ELN PERANANDIIRY•PROlEDTED AND STABIUZE37 D �. - -1 r- 6 FitTER. FABRIQ - :FENCES : SHALL' ; Br INSPECTED. BY AP. PUCGNT /CONIR4C7CR IMM FACf 1IONFALI. , ! AN!'. , _2, . Cr SJY9CL AIRS MAaE M , � .�: ': John D Annari II _ -.._ . -- -- - TEL . .... ��a. .:.�: � . ``�:,� - C -C):i r _—. ,....:_ A\ ••• __ • ,Rays �y � •�. . -.... - ..... _...... ..__. -. .._ — <....._..._._._.. 8260 S.W. Hunzikcr �. °�a 1 1i -"-.. . --1_7:-.2f.;-4.i-ii-_-_r:-.c- ' Tigard, OR 97223 1W2 a - i _cli ..-- - ......3a..\.' '... it -4.... :.C' - t <. : : -- 5TH'.°.. : "7- . :. - :_ _ 7 _..- 7 --- . - . -. .. - - ... ... .. - i ,t: