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Plans I7 A rte' Revs ed- • 1.1-1% Ile / IC . Lot 6 Hillside Estate! 1 (4R • 09'`;())4** T Lot 6 A PORTION OF LOT 34 THE PLAT A OF - *ANDY ACRES LOCATED N THE LOT AREA 8810 SF. NORTHEAST ON- OUAATER OF SECTION BUILDING COVER TOTAL: 3147 S0. FT. (46.25) 4. TOWNSHIP 2 g4QUTH. RANGE I WEST. WILLAMETTE MERIDIAN. CITY OF TIGARD, ALT/ R21473720 BUILDING HEIGHT: 30' MAX WASHINGTON COUNTY. OREGON ROOF PITCH: 8:12 ZONING: R4.5 *PERVIOUS AREA ROOF VER 33 40- FT. / CANTLE OPEN DECK ;937 50. FT. FOR / Tuan Tran y 52 / / BY ROOF (503) 841 -8581 a / TOTAL (DOES NOT S0. F7, 'S ., p �. (DOES NOT INCLUDE F OTT OF TIGARD _ _ .. — S T w _ - AREA COVERED BY ROOF) 97223 III* RIP -RA Is r / © T OTAL 3424 50. Ft. Tax Lot 14100 3 'y f {- - - /�_ _ DATE 1/12 /07 BUD / OK t 5. 58.00' , / 5.00: -8 An JAN 2007 HUD DE U I . 2 O F DECIDUOUS OUS TR {�t6 EL°� I I 2 , 5 FEB 2007 BOLD ' O F p ek 41 2 RIFF PI AN GENERAL NOTES ; , 4 71 4P r l / /tn�: 2_ 5 1 LEGEND „P OM ga1 . .11 1 1 4 roasts LOCATION r - SKIN 1. PROVIDE A MINIMUM B DEEP GRAVEL BASE FOR ALL VII - C'� DRIVEWAY AREAS. +� � 41L1 _ ,. I •' II ° FIRE HYDRANT 2. MAXIMUM DRIVEWAY SLOPE SHOULD BE VERIFIED WITH � A,yry,l I <„ S tit � I - • • THE BUNG DEPARTMENT PRIOR TO CONSTRUCTION. NN�M� —� � , - Y 4 I rift. W I��, - WATER VALVE 3. PROVIDE BUILDING MIN MUM 4' DEEP GRAVEL BASE FOR ALL SIDEWALK NIA 'I AND PATIO AREAS f '� #I �r \ /� - w — w —w— - OA5 UNE 4. PIPE ALL STORM DRAINAGE FROM THE BUILDING TO A 1 1 F _ = WATER LINE DISPOSAL PONT APPROVED BY THE BUILDING ' _ DEPARTMENT. 'y � \E 4 , _ . , -� -�- �Y- R -M -M- WATER LINE S PROVIDE AND MAINTAIN POSITIVE DRAINAGE AWAY = POWER POLE FROM BUILDING ON ALL SIDES. 5.0D' l I �, 7.00' _ c . = POWER LINE 4. THE BOUNDARY AND TOPOGRAPHY INFORMATION II —hl —.a ;. —m— = TELEPHONE LINE ARCHITECT. BEEN PROVIDED TO GREGO B. LR ARCHITECT, P.C. BY THE CONTRACTOR. OW DINNER OR _ = STORMWATER UNE ENGINEERING CONSULTANT. GREGG B. CREIGHTON 1 ■'� 7`' - - - ARCHITECT. P.C. WILL NOT HELD LIABLE FOR THE LOWER FIR. 34 I ••=--•• = LIPS ACCURACY OF THIS INFORMATION. IT IS THE SOLE I MAN FIR — 3 8 0.5' RESPONSIBILITY OF THE CONTRACTOR TO VERIFY /// — — — — = SETBACK ONE ALL SITE CONDITIONS INCLUDING ANY FILL PLACED - EASEMENT LINE ON THE SITE. THE CONTRACTOR MUST INFORM THIS . // - ° °' / / = SEDIMENT FENCE ANY POTENTIAL FIELD MODIFICATIONS o NOT SPECIFIED ON THE PLANS f ,... ,.., - GRAVEL CONST. EN7R. 7. NON- STABILIZED FILL MUST NOT ExCEEO 2:1 SLOPE B. EXCAVATION MATERIAL RENAMING ON SITE IS TO = STCXHMWAIER MANHOLE / i,,..,,. S ® $ 4- I � . - CATCH BASIN RR BE CONTAD BY AN APPROVED SEDIMENT BARRIER. ;J. ®® .....A. i` , � THE CONTRACTOR MUST VERIFY LOCATION WITH SAM SEWER MANHOLE APPROPRIATE BUILDING OFFICIAL GARAGE FLR. • 34.0' 9. PROTECT STOCK PILES FROM OCTOBER 1st U 4,•:1•6 I APRIL 30M PER THE EROSION CONTROL HANDBOOK. FOYER FLR .. F354.83 Af 10. NO CUTTING OR FILLING SHALL TAKE PLACE WITHIN / I LEGEND: -r•GEND. THE DRIP LINE OF AN EXISTING TREE UNLESS THE I I /J_ I I ry I A EXCEPTION IS APPROVED BY THE BUILDING DEPT. "5.' ,� I0111 ■ , x } ii = DECIDUOUS TREE (AS NOTED) In \ '�'tiii�.► 4 I I I \.x ; . 1I TREE U57 J MMK COMMON NAME I I Y mic∎ III I I BM MG LEAF MAPLE BOTANICAL NAME ACER MACROPHYULM �� I y x FD N. FLOWERING DOGWOOD CORNUS NUTTALLI F, ,,,tb � ♦ •• .•• 4 CONE. 4 4c y _ 4, 1 I I Y JS JAPANESE SNDWEIELL STYRAX JAPONICUS 306 .. • .• .• A DRIVEWAY E c 9t , I . -r ... ..15',i 1.40._ Slope . ....... I I 1 5.50' � P4 , 25.D0' 4.G��GAI __ - }'dl� -- ' • - I = ASPHALT DRIVE 1F- - - .- - - . 4"� t A ... . 11 = CONCRETE SIDEWALK �♦...♦..�...... � _„ - 8 SINE _ -� ya �, . ^�. , 41 , .t „ ..♦1 5O4319 w ^, _ 4 r = GRAVEL J, ;. ��;. i . • .. ; . ; . ; . ; . ; . : .'.��. i G'eg C °e ;oAOrcNted / E{) .s. ��: ��A ( -. �Li�I ►!i> wego.OR 97034 / ��`�� Lake Os Lake Oswego, , e ,,,—._- 1. « ti ,. y l.—I. . r w Fax (503)635-1041 N —,— GREGG B. CREIGHTON, ARCHITECT IS NOT UABLE FOR THE ACCURACY OF THE TOPOGRAPHY & TRACT ''B'' PLANTING STRIP UTILITY INFORMATION. 11 IS 1HE SOLE RESPONSIBILITY O THE BUILDER TO VERIFY ALL SIDEWALK SITE CONDITIONS, INCLUDING ANY FILL PLACED ON THE SITE AND INFORM OWNERS OF ANY POTENTIAL ( H i l l s i d e Ave.) FIELD MODIFICATIONS - 2-15-07 4 17p 0 PEaDedt6d by _Sb ld Plott E � e . n. e bild © 8- 1/2x11 SCALE: 1” = 20' in a liadit 111/i' tERIc-frif CITY OF TIGARD - SITE PLAN REVIEW BUILDING PERMIT NO: Ms'I"a001- 00 n 2- L I , Street Trees: grApprov ed ❑ Not Approved ----- Protected • . Approved ❑ N 4 t Approved /079 V 5�� / // fh / te• B : Cr, Date: a Notes: -. , \ C ..1\ \ \ , \ f f ,6O S l \ 8189 —� OO OZ (\t) -p \ 00 0 L 00'0 L 1 �. \ z N — 8l'�0l __. ' a / N .,9 lti 91.68 S s - 4 o IS 0 9� ; l< \ ! s� I ' r r i \ ' .. \?____ _ cO _____ _ e , . ....' ____ 4 ' , . 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A \ , I: * : -:" a_ tilk..111.7 N ! . 4 a o \ Allil \ � $ �°' sw � � ' .a r !c I � /1 ss a ci_ 89 l 00'9 OS 6S `�; 00 OZ \ I N _ \� W i N 1 26 —.1, - L 6 ‘, lib \, \ \ �� \` 0 is —is—ili$ P Y 9, .s d> /� o \ . \ u�M_ ■M /,. 9P„ I 7- \ '� � 0 - �' " y ,./-) �' 6 O G o zs �' y i F N \ • —\ — I _ C ITY':OF TIGARD -SITE pI,AN R 1 ' \ \ BUILDIN P RMIT NO /�• l =Dc�a ' � ' PLANNING DIVISION: �' cf roved Not Approved Required Setbacks: LAPP i � A \ �� 0 9 r Si de: S Street Side: 1- 5 — ...)0 �, � ' ' Rear. 6 1-- j � � �" � Front. x211-- Gara Visual Clearance: iiin Approved ❑ N Approved ` \�� P--qic Maximum Building Height feet CWS Service Provider Letter Required: 0 Rceived V I EW .� CITY OF TIGARD -SITE P LAN RE � B : 4 /, h. 4/ Date: a-- 7 :, - e�� BUILDING PERMIT N 1A 1 - - `Z Mil V �� ENGINEERIN DEPARTMENT: Not Approved / © C-2)-(3-1 S % Approved ❑ Not Approved ❑Approve Actual Slope:_.__ ppr roved [� Approved f! N t Approved Street Tree f ❑ Approved Not PP Site PI� : g a l Prot • - I G Date: t ' Date` Z 1/164t Notes: @ -- Notts: i / ____,.. 7 c PT cr?-5T P : 0 e .....4 le i s b (2-1k ( i--..S 2.) i-�- "TO - Eiii 541-I EA' t-nry 9/-61--.1)6 /--) Ai'/'W5 5 E 3) /--) ? 6 7 ( s cz72.0..-17.--4- i • ) 4) le:54A- . S fig-k- .57-- /-) U.) Kis r i C e 5 r- 4.-12(4- • 0 F z_67 . if Juin i ,l'i I t- . (1$11,;)11 "441.1 irri 4 4:' i iti' "'■114 s i i . . 1), ? at! , . :%/1,044'.'' tefitt■PI i ........ '....i.:•e ;J:1",:■". .......,...„- '4)' - - • i =1 - - II / .... - --- ' --- - ._.. _. . .... #' 2 : . fi . 3 -f - ,. ..... . ... .._.. ......,_ _ - - .. . _ . _. " . T , - ', i '.-," - . • ; -- , . - . . - . - . . ; 3 : i'• I .L.:. .. . . . _ . . . . ,). .... . . I , 4 15 rra crc 7 - a-i€::,6a TYPICAL HOUSE >. : m GUTTER (TYP.) z O ,_ w • i ROOF DRAIN J Q m a ROOF DRAIN a FF ° 1 u. iiiiiiiiiiiiiiii 111111511 .11.11111011M.11 o MI z I - INSIDE CHASE STORM DRAIN MAIN I 0 PUBLIC STORM LATERAL PRIVATE STORM LATERAL PLUMBER BF TO CONNECT ROOF m m DRAINS, CHASE AND LATERAL. z 3 CD 0 IX CHASE DETAIL ~ w 0 NOT TO SCALE AS -BUILT � - DATE 4--06 .AF PROJECT NO. TYPE =NM SINITIMIllt •IMMO =MO IMMINIMININEMINi SIM cITY OF WARD MH# SS A155 SSMH B 1 5.0' TE= R, VA I STA 1+61.6Z SSLN .o.o t + ISM* �' *'r Lif +�" � �ytr•�t + • **✓ +a•rri r r f + ors lY iTilf /�1 :rw:.��� - <8 SS -- nom 8W WEIDE MARACE • 2S 1 04AC, TL 10900 l • • • 1 OF ROOF DRAIN • TO LATERALs PRovIDED ABBREVIATIONS NOTICE, TO ATTENTION: C AC ASPHALT CONCRETE PC POINT OF CURVATURE TO FOLLOW f • ACP ASBESTOS CEMENT PIPE PCC POINT OF COMPOUND CURVATURE OREGON UT1L ea entr!wrr_elr RACE -• _ -• - -- -- ------ ____ -. THl SF RI II F_