The URL can be used to link to this page

11565 SW DURHAM ROAD-3 t�. MILDREN DESIGN GRoup, P.C. ARCf IITECTURE - SPACE PLANNING f 7650 S.W. Beveland, Suite 120 VV 3LA11 ( Ir f I:: r Tigard, Oregon 07223-8692 (503) 244--0552 E hrm I r) tic I C) VV I::) rN rTi r1ri rM C 8L G S (21r 9WIR� MIL JR,r—] PROJECT CONTACTS °RF� " OF OWNER: ARCHITECT: CIVIL ENGINEER: LANDSCAPE ARCHITECT: Owner: Design , , Doug Fry Fry Mildren Group , P . G . WRG DesignInc . GreenWorksP . G . 2423 REMINGTON CC RT 7650 SW BEVELAND STREET — SUITE 120 5415 SW WESTGATE DRIVE 24 NW SECOND ST. +` P"' SAL IaNSPEGT'10�j F.,, iJ � - i S� u WEST LINN, OREGON 97068 SUITE 120 SUITE 100 SUITE 100 °kit-_ r .-;, c rD - lt COd>e VOICE: 503- 348- 2237 FAX: 503—' 472--6074 TIGARD, OREGON 97223 PORTLAND, OREGON 97221 PORTLAND, OREGON 97209 Concrate-'::dRtatnforcing$t"I Bolts Ins"c ca it, Gor;Creto 2423 Remington Ct. CONTACT PERSON: DOUG FRY VOICE: 503- 244- 0552 FAX 503-244- 0417 VOICE: 503- 419---- 2500 FAX 503- 419-- 2600 VOICE: 503--- 222-5612 FAX 503---- 222-- 2283 Cj SPecla1Me-er,,.; ,q,i��ngConcrrlQF West Linn, OR 97068 C3 R�lnfOrelR r r'dR1@ CONTACT PERSON: BETTY SHEPPEARD CONTACT' ERSON: BRIAN DEHAAS CONTACT PERSON: MIKE FAHA saint ." o steel & e'rescraa1:119 steel ;"endona EMAIL.: bett @md c. com EMAIL: bcd@wrgd. com EMAIL: mikef@ reenworks c. corn aLYJ`�''i'�� Project: Y 9P 9 9 P , High.C- s-on ,tli l3c1ting Stirurtuf a1 trm2onry Building F G rft+lllt►forcacS GYPsum Concrete Cl In,:ulaNng Concrete Fill C1 Spray Appllud Fire-Resistive Materials 0 Pilings, Drilled Piers and Caissons [3 Sh-tcrete C] Saecial Grading, Excavation and Filling 99W 5W Durham Rd. 13 smoke-Control system's Tigard, Oregon her lnspectlons �PROJECT INFORMATION Sheet Title- Title Description: _ _ Site Data: .� p q� a T � - � ) Title Sheet A z o �. 1 z o 1 � $ANEY RD J -L u' v BL COVERAGE ALLOWED:COVERAGE:% % SE 1/4 Section 10, T 2_ S, R 1 W, W.M., City AREA: _ of Tigard, Washington County, Oregon SITE 17,669 SF (0.4 AC) N.A. N.A. a WCTM 2S1 10DC, Tax Lots 02.400 s p "�cc p� RD CITY OF TIGARD A R N W AY LD 4 IMPERVIOUS AREA l RD W p Q . TAYLORS FERRY RD , Uri 0 e � ' Approved. .................1/.l./�.r:.................... .� Conditionally Approved. .. ... Zone Analysis BUILDING AREA (FOOTPR[NT): 5,787 SF 32.7% Cooper a For only thew k as described in: / welk r� , - PAVING ARi_A: 7,453 SF 42.1% Mtn - _ 4 �, PERMIT NO. ZONE: CG GENERAL COMMERCIAL 0% -- -_ TOTAL IMPERVIOUS AREA: 13 240 SF 74.8% �' DAF( ST' OMONA S See Letter to:Follow.........................................( ALLOWABLE USE TYPE: GENERAL RETAIL �� W a DAK TA c�� _ _ Joh Ad rens: a9 �- .= A Attacks... .................. .. STEPHENSEN PROFESSIONAL OFFICES S�� a N r� S By: to: PROFESSIONAL SERVICES AREA: % COVERAGE: % COVERAGE REQUIRED: �q wA`NUT ST M LANDSCAPING 4,429 SF 25% 0% a FE Y o RD Ln » J iIMH r PROPOSED USE TYPE: PROFESSIONAL OFFICES/RETAIL atnULI TI ar "j�k�,41 F Revisions: Mtn 9 fRc Lake 0 0 # SPACES PROVIDED: # SPACES REQUIRED: I n GAAR McDONALD ST ¢ K�'USE A 1 K NOUNTAIN RD 4 J AVE ArrROVED rLANs Code Anal sis PARKING HULL �� Rp > BONITA RD 9� y fNC1.UDE UN-A"1 TACIIED: STANDARD: 15 23 W g �a � a SPECIFICATION 130<)K King Cit �,S'fk[1CTLIRAL CALLS SHARED: 7 g SATTLER S `P� ti rt+ OCCUPANCY GROUP: B/M HANDICAP: — 1 RD CDU HAM RD `��'�s .:! OT CH RE-.PORT BUILDING TYPE: VN BEND W — ° r � ^fisc' I)O('t!A11:'�rS TOTAL SPACES PROVIDED: 23 lUE�r Q S la SHORE Lv FISC ER REEN TREE Qq' .� p ii' I RD �0 .' - � �qI —B ( y< �. ALLOWABLE AREA: ( 1 Du;- RECEIVED NUMBER OF STORIE I MULTIPLE STORIES `, / TUALATIN BASIC AREA: 8,000 S.F. 16,000 S.F. NO YARDSHILDS �a \ �> -- RD = � �� SEP () 9 2003 '� WITH YARDS TWO SIDES: 12,000 S.F. 24,000 S.F. 2.0" MIN. AT 1%%/FT., MAX. 50% INCREASE Sheet Index - ol_ Tuatatl Ivergr6,4 fi r WITH YARDS THREE SIDES: 16,000 S.F. 32_,000 S.F. 20" MIN. AT 2�%/FT., MAX. 100% INCREASE - RD -- CITY IGARD WITH YARDS ALL SIDES: 16,000 S.F. 32,000 S.F. 20" MIN. AT 5%/FT., MAX. 100% RD INCREASE A0.1 TITLE SHEET SAGERT RU 6UILDING DIVISION WITH SPRINKLERS THROUGp�pSlN HOUT: 48,000 S.F. 96,000 S.F. A1,1 SITE PLAN (k \x, . - AVCRY ST f, A1.2 ENLARGED PARTIAL SITE PLAN MILDREN uESICN GROUP, P.c., 2003, ALL A2.1 FLOOR PLAN �! I ° �d U RGHTS RESERVED ACTUAL AREA: 5,785.6 S.F. A2 2 RUUF AND REFLECTED CEILING PLANS W r 3 a ACTUAL NUMBER OF STORIES: 1 A3.1 ELEVATIONS w ST € THESE DRAWINGS ARE TFIE PROPERTY OF � i I �? � �, MILDREN DESIGN GROUP, P.C.. AND ARE YARD FOUR SIDES WALL SECTIONS AND DETAILS NOTE RE USED OR REPRODUCED IN ANY A 4 1 SherW po " MANNER, EXCEPT WITH THE PRIOR WRITTEN A5.1 SITE DETAILS SUNSET BLVD I L I I � West L r PERMISSION OF MILDREN DESIGN GROUP, Pt:. 7 A5.2 DETAILS t, s � Date: 15 ,July 2003 L1.0 LANDSCAPE' PLANTING PLAN °~ �y"^ '� E1.0 SITE LIGHTING PLAN Drawn by: (,'hocked 1)y: CO COVER SHEET C1 GRADING AND EROSION CONTROL. Vicinity Map _ BK W1."' C2 UTILITY PLAN ,Job Number: 102234 , 1133 CIVIL_ DETAILS S2.1 FOUNDATION PLAN AND ROOF FRAMING PLAN Durham Rd. 11565 Sheet of: 54.1 STRUCTURAL DETAILS r3uP2003-00445 1 of 1R OFFICE COPY S4.2 STRUCTURAL DETAILS AND GENERAL NOTES Permit Submittal - July 2003 AO. 1 9 NOTICE: IF THE PRINT OR TYPE ON ANY TIl1 lir� lit iii 111 111 111 l i ill Ili tit I r r�1 rlt ri rr r�rFlCr 1�I r ► III rlr ISI III rpt I)I Ilr r r III III Ilr III Ilrlll rlr r IIr1t ilt IIIIIII Ilillll tIT'jtPjt�ij!VIII Ijili i " "� , 1 1 1IJ3 416 IMAGE IS NOT AS CLEAR AS THIS NOTICE. 1 -- -- ---1-- - -----� -- ------� -- - --- - 5� - - -_ - -L---=- L - $1�.— — 1 --- 1 -------L-- —-J IT IS DUE TO THE QUALITY OF THE _ - N 38 „ ORIGINAL DOCUMENT ( �£ 8Z 8�Z L�Z ,TjZ �Z 6l Z £jZ �Z T�Z U Z e1i iii G T a T + 9 T 6pT £T T i Tp �T 8 g �G T9 g rif I �£ �Z T��uw I' IIII 11111111►I►IIIIIIIIIII�IIIIIII1IIII�Ii►� IIIIII�II IIIIIIIII�III� I��1►ill11l�ll,I1��l�l►�IIII"IdiI �I��I��Ill��llll��l►111��1�1��1��►�►�1��►�lWllllull�llllll�ll111111illllllllflllllll�llll l! .�� 1►��1�1� IIIIIIIIII I, ,�IIII�IIIIIIIII�II �Illlllllllllllltlllllllll II II t.y.i,!wJ�y,�' „�r, -.'.�pcig.':*:'�nn•. ....ten.Y-' - x Ke notes 1. EXISTING PARK SIGNAGE PACIFIC HWY - 99 W ` MILDRFN DESICN GROUP, P.C. — -._ -- ARC.') MCFURE ■ SPA('E Pi.ANNING '(650 S.W. Beieland, Suite 120 - --� - Tigard, Oregon 97223-8692 --- - - - - �\ - - - - - - --- --.. - ---- -- - ----- - -- - - - --- - - - -� - __—,_ (503) 244-0552 FYI -- -.---.__11.--.� _..-._ _._ ._.- . .� 1. ._ ___ _ . -..-•_--..--_--•__.._� Gey ,aral Notes P - - LOADING AREA: NO LOADING REQUIRED EXISTING I EXISTING BUILDING B I _ ' BUILDING A - p I � _ O VL aI 1 --- - I I -- T7 - -- — - - -- PORTLAN , OREGON 1 I I n ! I► I EXISTI`N�' , _ OF BU G C 134.04' N ORd07'37'E � i Owner: _ DougFr Y 0001 1 —771 PROPOSED -- ❑ p BUILDING F 2423 Remington Ct. West Linn, OR 97068 -- -- v� - EXISTING BUILDING D -- - Project: - f ___ ----- Building F - - - — - -- 99W & SW Durham Rd. TTTigard Oregon a i '-. Sheet Title Site Flan I EXISTING BUILDING E . �- SEE A1.2 FOR P LAN — Ko AREA OF WORK -- NJEY RD -- T RD GARDEN - W RD Revisions: �<{.D < iAtIORS FERRY RD "�W -z MtnPer5 r Lt DAN ST DA CRE STEPNENSEN yy, Tr R I 9� � :7 R Site Plan 1 a T TIN r \1 Pit 1"-30 —0�� - ___ �� Mtnl Tlgar '�"ER F Lake ❑ .tt:' rc GAAR Nc DONALD "T •>c FUSE MOUNTAIN A AVC w 71 BULL -..y'• o R� x V BOtIITA RD y King CI AT fIER S 20DRD RD Q'1p, '�• � 1 i SHiAE V flS D R ` � � C BEEN IRE µa 1 Dur Q T �.. wins J Tualnt vergrobMILDREN DESIGN GROUP, P.C., 2003, ALLR@I�� RIGHTS RESERVED Q SAGERT RD D I HESE DRAWINGS ARE rHE PROPERTY OF _._ EDY RD 1 AVERT St "E NIOLDR O DESIGN UEDGORU REPRODUCED IN ANY p MANNER EXCEPT WITH fHE PRIOR OI PERMISSION OF MIREN DESIGN GROUP, P.C. StT � � a9 sherw Date: 15 Jul T 2003 '. V / w� SUNSLT KVD West L nn Drawn bv: Checked bv: <� FH - BK W E M , Vicinity _Ma Job Number: 102234 }. Durham Rd. 11565 Sheet of: BUP2003-00445 y 2 of 18 ,a . Permit Submittal - Juiy 2003 ALI NOTICE: IF THF: PRINT OR TYPE ON ANY I I f III III III III III III I I III III III I I III III III I I 1 III I I I I I I I I {{ III III III III f l l III III I I III III III III III III III I I III III III III III III I I I I I I I III III VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 1I I I I I I I II I I I �I 11 I � jl I I I I I I I I I i I ` I I I , I I 1I �(,1/1'� - - ---_- ( - -------- I _-- _ ---1 - --- _ _1 - --- _ _- 61_----�_--7�__ ---8� - 9 10 11 Z ,.... IT IS DUE TO THE QUALITY OF THE: No 3e �' w V £- ---8----- t_ I II II11111—III III-I_�I II iIiI ZI III�i,I OI_it Z_I III-(II8IIIItIIII I8II(I Z I LI i II-I I 9Ifi II- SIIi I 6t--- iAZ E --zFz-ORIGINAL DOCUMENT JII 11 111, 111111 � �I IIID I I�I I S I II�Ililllll��lllllllll�lllllllll IIII Illl�ltlillullllllll IIII T I I � I I T Illllli�lllll�I►l�ull�llllllllLll�l��►II�IIIIIIW��lllll►lllllll►hllll vk if, Ke notes 1. CONCRETE SIDEWALK - SEE DETAIL 1/A5.1 2. NEW ACCESSIBLE PARKING AND SIGNAGE - SEE 2/A5.1 3. NEW EXTRUDED CURB 4. E EXISTING •� AP - SEE L1 MILMN DESIGN GkOUP, P.C.� 5. AREA OVTO BE LANDSCAPED LE ARciln,Fc-rURE - SPACE K AWNG 6. 4" WHITE PAINTED STRIPING, TYPICAL 7. EYISTING CURB 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 _ - o __-- .�----+-_-_ - o ____�-.. _._ ,__- =-__-_-- 9. EXISTING PAVING I (503) 244-0552 10. EXISTING LANDSCAPE 11. PROPERTY LINE 12. FACE OF WALL �-- =-_-T—�- -- -__ _ — ---- ---_ - ------ — - -- -- -- 13. BIKE PARKING FOR (3) BIKES - SEE DETAIL 7/A.5.1 I � 14. EXISTING TRASH ENCLOSURE � 15. NEW PAVING I I I I I I l 16, REMOVE EXISTING CURB 1 I I 17. RELOCATE EXISTING POLE LIGHT 18. CARPOOL/VANPOOL PARKING AND S[GNAGE PER CITY OF TIGARD Q I I I I I I __STAND _A.FRS __ -�-� I I I I I I I I 19 NEW 5'--0" x .5'--0" CONCRETE PAD ?j -_ -- =---- Legend a: : ::.. :::. .. ... NEW PAVING E. Q •.•.•• .•. • 0" (8) SPALL 6 .. KD, OREGONLf � i7 7 D / 1 OF 0�� c 17 Owner: DougFr 5 r 1 i ,. 4 iA a _t ° ° 4 ¢tea � 1 e ° d� • .1 4 d4 ° 111 .k7 4 4 d d dl 4° •: r p..............;",d 4- 4 ° 4 d a { — �F 24 Remington t. 4 r ----� -- - _ - - l _ ---- ---- -- - - - �` \ West Linn, OR 97068 f. -_._...___•__ ...__..__ ..... 3 4 Project: 10 -� 17 Building F e 1 4 1 0 1 U Q - -- -- —- - --- d. 11565 SW Durham Rd. Tigard, Oregon Q Proposed PyWing - ----_ - -- 9 4 e Sheet Title- Enlarged itle:Enlarged 1 41 5 Partial 77 _ A Site Plan I 4e' 16 / r - 17 • d 4 ° ]•, evasions: 5 1. 12 August 2003 _.._ k Revision for Permit I II ., � � � ,l ♦ Cl'], 19 L�=1 • `\� j I �.. 1.3 �• 12 10 i MILDRLN DESIGN GROUP, P,, PCH TS RF!�ERVFD (C) r r • THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP. P.C.. AND ARE NOT TO AE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN 14t-6n PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 15 July 2003 Drawn by: Checkvd bv: TJK NVEM Site Plan Job Number: 102234 , N � o Durham Rd 11565 Sheet of: 0 �> 1 D 20 f3UP20C3-0044 3 of 18 �] n Q 3 Permit Submittal - July 2003 A 1 .2 9 0 NOTICE: IF THE PRINT OR TYPE ON ANY -I i III 1 1 i III III III III I I ill III f i I 1 I f 1 1 III { { f I1 III III III 1 1 III III III 1 11 III III III I { 1 11 l 1 1 11 1 41{ III III III I I 1111111 I I I'i I I III 11 l IIIIIII III !1 11! 1 I l l l 1 I I 1 I I I I 1 Ill I �I I 1 f II � � I I � ��-T _� , , � , ,, ( • IMAGE IS NOT AS CLEAR AS THIS NOTICE, No 36 �___ -__L-----_-----__L - IT IS DUE TO THE QUALITY OF THE oIIIIf�Z 1GlZ lil(Z 1 �Z►►I►f filllZll—lllllSlllllI.llll�l I1ZI 1111111i1Z11111{I.U{i�I7I III11 1e111t11111118111t{IIIIIIGIItII'�IIII9IIItIII1111Q11�t1I IIIIIIbIItI{IIIII EI�IItII IIII z�IIItIIIIIIIItI11ItIIL I-lI��IIItIIIiLIIII�6ORIGINAL DOCUMENT EII � 1I11II1II8I �11l9ll111 IIIIIIIII�8IIIIIIIW��LGIIllllll1��1B11111I 1Wlll9l►III►►I►[►�I��Iflll�l!F1 �l1llUl! IIIIINII .r i G y, Keynotes_ ' 1. ANODIZED ALUMINUM STOREFRONT SYSTEM WITH INSULATED 1 ) 2 3 4 5 6 ) GLAZING, MATCH EXISTING. TEMPERED GLASS WHERE REQUIRED MILDRfN DESIGN CROUP, P.C. 85'__x' 2. WOOD STUD WALL_ WITH CEDAR SIDING ARCIUMCIURB - SPACE ILANWIIYG - - ---- — ------ - 3. TUBE STEEL COLUMN - SEE STRUCTURAL 7650 S.W. Beveland, Suit: 120 15'-015 -0" 15 0 151-0#1 15'-0 10 0„ 4. ROOF ACCESS DOOR IN MECHANICAL. WELL WALL ABOVE Tigard, Oregon 97223-8692 5. ROOF ACCESS LADDER Voice: 503-244-0552 10'-0" 6. CEILING ACCESS PANEL ---4 I ( ( , Fax: 503 7 -244-0417 . 2 x 4 DOWNS OP UT TYPICAL 8. 4" WASTE LINE AT 2% MIN SLOPE • I �9. 1;2" DOMESTIC WATER 1 2 LOACCESSIBLE DRINKING FOUNTAIN �01 -- ia7 11 - --___ i General Notes I A. DOOR THRESHOLDS TO COMPLY WITH UBC SECTION 1109.9.5. Q _ -- ---�- - - 8 --__ _. . . B. DOOR HARDWARE TO COMPLY WITH UBC SECTION 1109.9.8. ^� I I C. DOOR OPENING FORCE TO COMPLY WITH UBC SECTION 1109.9.9. 9D ARr 9 ! i � - 7'- --I �} P , D, iICO� 3 105 106 OF It DF DF 1 I. r DF A3.1 DF i O 3 Owner: I ( - r r 103 L 1 �- _ ___ I ^---------_-__— TYPICAL Doug Fry Ln I 4 n LA5 2 104 I 107 6 a 5 I I > 242-1 Remir►gtcn Ct. 12'-0 MECH. o West Linn, OR 97068 4 ROOM I 'N A4.1 I A5.2 I 1 II 102 Project: �y` �-- -- - --- -- - ---- - -- -- - - - --- - µ` Building F o A5.2 I r I I I Io 2 I I 4 - -- — ' 11565 SW Durham Rd. Tigard, Oregon I 1 �:J TYPICAL -- 10'-0" 10'-0" _ - Sheet Title: Floor Plan i Floor Plan - ----w-- ~� Revisions: Door Schedule Doer Types _ Door Hardware 1. 12 AugiLst 2003 MARK NOMINAL SIZE FRAME DOOR HARDWARE REMARKS GROUP Revision for Permit WIDTH HEIGHT THICK. MAT'L. FINISH MAIL FINISH TYPE_ GROUP , '' 1 cylinder Schlage 100 3'-0" 7'--0" 1--3/4" AL CLR AL CLR - A 1 1 concealed closer 101 3'-0" 7'-O" 1-3/4" AL CLR AL CL.R .A 1 � Remainder of door hardware b supplier 1 102 3'-0" 7'--0" 1-314" HMP HM P B 2 +- �- -- Y door PP 103 3'-0" 7'--0" 1-314" AL ' CLR AL CLR A 1~ _ T GROUP 2 1 10a 3'-0" 7'-0" 1-3/4" M1T FF SC ST C 3 _�-�- 1Y2 pair butts Stanley 652 FBB179 4�6x4� / 105 3'- 0" 7'- 0" 1--3/4" MTL FF SC ST C 4 - _ 1 lockset Schlage 626 Sparta D92PD 106 3'--0" 7'-0" 1 --3/4" MTL. FF SC ST C 4 _ 1 dst. prf. strike Glynn Johnson 107 --0" 1-- 3/4" MTL FF SC S1 C 3 u i ext. rain drain Reese 630 R-210C — 1 closer LCN 4110 LEGEND " - 1 threshold Pemko 172A AL ALUMINUM _ -_ 1 weatherstripping Stanley 10--5050 I)REN DESIGN GROUP, F„ 2003, ALL CL_R CLEAR ickplate where 1 door bottom Pernko 420A -- HTS RESERVED L THESE DRAWIMGS ARE THE PROPERTY OF MII.DREN DESIGN GROUP, P.C., AND ARE FF FACTORY FINISH scheduled HM HOLLOW METAL GROUP 3 NUC 70 5E USED CZ REPRODUCED IN ANY 3'X7' SF 3'x7' l-1M 3'X7' SC1 MANNER, EXCEPT WITH THE PRIOR WRITTEN MTL METAL p 1h pair butts Stanley 652 FB8179 4!�x4h PtRMISSION OF M11_DREN DESIGN GPOUP, PC, P PAINT A 8 C 1 latchset Schlage 626 Sparta DIOS _ Date: 15 July 2003 SC SOLID CORE 1 stop Trimco 8B 630 1270 WVCP -- - - ST STAIN �/ _ Drawn by: Ch:eked bv: O 4 TJK W E M 13� pair butts Stanley 652 F88179 4 x4!12 4 1 lockset Schlage 626 Sparta D50PD lob Number: 102234 , 23 1 kickplate Raw 12" high � ` '----- ---" 1 stop Ives 6301 � Sheet f: ____`---_----- -- -- Durham Rd. 11565 o BUP2003.00445 / - -- - 4 01 18 Permit Submittal -- July 2003 A2. 1 9 NOTICE: IF THE PRINT OR TYPE ON ANY rl I 11 III III III III III i l III III III I I III III III I IT I I I I I►i I I I I 'I III III III III III III III I I III III III III III III III I t III III I I l I l I i 1 1 1 1 1 1 1 1 1 11 1 1 III III VIII I _�_ IMAGE IS NOT AS CLEAR AS TH.S NOTICE, I I I I I I ! I I I I I Q IT IS DUE TO THE C`UALITY OF THE No 3e L_ DOCUMENT ( �e e)z 8r --c,z s z - gI Z -e z I £)z - z -- i z or„� ORIGINAL IIIIIIIIIIIIIIIIIIIIIIIIfIIIIIIIII�IIIIIIIIIIIIIIIIIII III IIIIIIIII IIIIIIIIIIIILIIIII I I! II X111 I I I 11 I � � I I I li ► III 11 111 � 1111,111 �►► I.IIIII�,. 11111111111111111111►11�111►f11 .111111 I . 11111111111111111i1I11111 IIIIII�IIII�IIlIlI111111II1111I�II1111►I►�1WW111U1,11►11111Jll111ll�Llllll� III►��►Il t' 1 2 3 4 5 6 7 i ?_ 3 .4 5 6 7 MILDREN DESIGN GROUP, P.C. 85'-0' 85'_p' ARC'IMECTURE - SPACE PLANNING "id7650 S.W. Beveland, Suite 120 OL05'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 10'-0" 5'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 10'-0" -Tigard, Oregon 97223-8692 If } (503) 244-0552 l0'-p1, I i f I t I QCD1 I << CAF- IT � I - _ - — - 77 <*D IRC I 1 ! _ B !I �' - - - -- - n 30Jh 4 -- -- - — — -- —' 11 A T N M t1 JR.►—� OPI _ l A5.2 IL10 OPI t� cc, SLOPE I �- o I OF - - I Q 1 0 -— — -- OF — ' — -- — - `� Owner: - -- Doug Fry 3 4 I ! o 2423 Remington Ct. a i \ -- --- - -- -- — __-. - _ West Linn, OR 97068 `� -� --- - — - - ---- -- -- -- - -- - Project. ------- - oE -- Building F o 0 -0 ! � I of j 777 99W & SW Durham Rd. u� ® I 'Tigard, Oregon Tb1CAL , 5 _p,� z 5 _p - _ Sheet f�tle� 12 Roof and Ref lected Ceiling Plans Roof Plan Keynotes ��--�. Reflected Ceiln„ -- _-- Plan _ 1. CONCRETE TILE ROOF TO MATCH EXISTING �. 2. BUILT-UP ROOFING SYSTEM OVER TAPERED INSULATION - SEE DETAIL 3/A4.1 3. ACCESS DOOR IN ' 'ECHANICAL WELL WALL, COORDINATE LOCATION WITH ACCESS WAY _ 4. ACCESS LADDER- SEE DETAIL 1/A5.2 AND 2/A5.2 Revisions: r��w 5. CONTINUOUS GUTTER TO MATCH EXISTING N 6. 2 x 4 DOWNSPOUT - - - 7. 2' x 4' SUSPENDED ACCOUSTICAL CEILING AT 9'-0” AFF- SEE DETAIL 3/A5.2 1. TRUSS DRAWINGS WILL BE PROVIDED FOR PERMIT ,JRIOI� TO CONSTRUCTION, FOR BRACING r 2. CONCRETE ROOF TILES Sf--IALL COMPLY WITH UBC STANDARD 15-5 8. ROOF DRAINS AND TABLES 15--D- 1 AND 15-0-2. 9. ACCESS PANEL TO MECHANICAL. RCOM 10. GYPSUM I30ARD CEILING AT 8'-0" AFF 11. CEDAR BOARD SOFFIT- SEE DETAIL 5/A5.2 12. SOFFIT LIGHTING TO ?,JA i CH EXISTING 13. PROVIDE ' " TYPE "X" GYP>UM BOARD DRAFT STOPS AT ATTIC AREA PER UBC SECTUI 1505.2 AND 1505.3 9! "REN DESIGN 3ROUP, C, 2003. ALL IS RESERVED THESE DRAWINGS ARE THF PROPERTY OF MIIDREN DESIGN GROUP, P.C.. AND ARE NO '10 BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITIEN PCRMISSION OF MILDREN DESIGN GROUP, P-C, Date: 15 July 2003 Drawn bv: Checked bv: . r BK VIiEM Job Number: 1022:34 O Sheet Durham Rd. 11565 b BUP2003-00415 5 of 18 Permit Submittal July 2003 A2.2 9 k N III ( IIIIIIIIIIIIIIIIIIIIIIIIIIITTIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ! III NOTICE: IF THE PRINT OR TYPE ON ANY t IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 11.. I �I I1-- I ---4� - I -1 - I- - L I- - I a I--$ -----! I 1�l I 11 _. _.. 1 J — C�,� 5 .ZC�U� IT IS DUE TO THE QUALITY OF THE No 3e E 6Z 8Z L'Z 9Z Z ibz EZ Z IZ OZ B(I S1I LI 8T 9T J9 - 9 r - U— .w ORIGINAL DOCUMENT I 6 kill 1111114111 (► ► ��►��1��(�►��►�� ► � �� ► �l� �i�� ► �� 111 Keynotes 1. ANODIZED ALUMINUM STOREFRONT SYSTEM WITH INSULATED GLAZING, MATCH EXISTING BUILDINGS; TEMPERED WHERE `' a --- — — — r REQUIRED MILDREN DESIGN GROUP, P.C. I \�` 5 2. . SPACE PLANNING `- - - - - - - - - - -• -- - - - - -- - - - - - - - -J 3' x 7' HM DOUR AR('HI'I'ECTUR@ / 3. ROUGH--TEX PLYWOOD SIGN FASCIA 7650 S.W. Beveland SUi1e 120 12 \�' I 4. CULTURED STONE "PLATINUM PRO—FIT_LEDGESTONE" #PF-8017 ' 6 r—/%� \ /\ -- Tigard, Oregon 97223-8692 ON MOR TAR BED OVER CALVANIZF.D METAL LATH ON BUILDING , Voice: 503-244-0552C�Z .` � PAPE- -- R ON SHEATHI_NG_�.__�__�-- -- - - \� 3 5. CONCRETE TILE ROOF, MATCH EXISTING BUILDINGS Fax: a03-244-0417 6. CON rINUOUS CUTTER 7. 2" X 4" DOWNSPOUT 8. LINE OF MECHANICAL_ WELL — SEE A2.2 9. SCUPPER — SEE 4/A4.1 _�^ -- — --- --- -- -- x..J — O South Elevatio ri • OF VT WALL MOUNT LIGHT — — -- \ Owner: j 2'-6" x 3'-0" MIRROR \ _�__ Doug Fry _ �— _--- -_— — — - - - ----- - ANSi 1 i i.1 TYPE FAUCFT ---- - - - -� LASTIC LAMINATE WAINSCOT, PL--1 �-_7 --- T-9 T-10- 2423 Remington Ct. S-6' °.. West Linn, OR 97058 Project: West Elevation - YU = a M Building F M1 M1 _ 8 ACCESSIBLE TOILET 7 r-2 INSULATE EXPOSED PIPING - A PLASTIC LAMINATE COUNTER, PL--1 \ EA1'- Sheet Toilet Room Elevations \\ �3. 1/4"=t._p" 115Ei5 SW Durham Rd. 3ANOKEITigard, Oregon �- Title: r o- E IE .-L—] I I L –IL 7 North Elevation__ Revisions: i/g"-t'-°" -- 1. 12 August 2003 Revision for Permit \\ E 1 9 A A % L- - - - - - - - - --� - �., - - _� - - MILIhLN DESIGN GROUP, P.C., 2)03, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MII_DREN DESIGN GROUP, P.C., AND ARE - - NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN "-- --'---- -- ---- -- - - "-'- --�-- PFRMISSION OF MILDREN DESIGN GROUP, P.S. Date: 15 July 2003 U 1 _ EL __— Drawn by: Checked by: \\ __� L \ _ ______. - T,IK WEM Job Number: 102234 W 7 SheetF: East Elevation atlon Durham Rd. 11565 BUP2003-00445 U 6 of 18 I 8` - -- Permit Submittal - July 2003 A3. 1 9 a .1!'%IIR,MIT!MM1lRI:Nwv,P:aq rHiO�_. ...,;.I.Yx.rILUYn:+*�w:ns�••�I"�,�?NM1.MMf��-rueM., ' - I II_Ii_I_II_II_II�(�_1_i^IIIII f iIT� I—I.IiIIIIIIII III I II I III 1IIIIIII I IIIF THE PRINT OR TYPE ON ANY 0NOTICE' IMAGE IS NOT AS CLEAR ASTHIS NOTICE, — V IT IS DUE TO THE (QUALITY OF THE _ N°'elip I III II Illllll III IIIIIIIIIIIIIIII I IIIIIIIIIll11Il I III III I1I11 I III► IIIIIIIIIIIIIIIIII1111ORIGINAL DOCUMENT i IIIIT-IIIT1111111111111\tIII11lTl1lldt- 811 �ll�ll-ll�lgllTllIl t lll 9 lllI 9 i' s L 11��1i11�1 111k11� 1111111 I Keynotes � s 1. CONCRETE TILE RCOF TO MATCH EXISTING 15. 2 x 6 24" 0/C - E D 3 C� ' ' � \ _'-` 2. % " PLYWOOD SHEATHING 16. CAST--IN-PLACE SIDEWALK - MATCH FINISH WITH EX`STING T 3. WOOD TRUSSES AT 2'-0" 0.C. 17. SEALANT �.., 4. �6" RS PLYWCOD, TYPICAL 18. ALUMINUM STOREFRONT SYS i EM I�III_DRFN DESIGN GROI.(P, P.r. 1 i 5. CONTINUOUS SCREEN, TYPICAL 19. 2 x 8 RS ARCI-IITECI'URB SPACE PLANNING 6. CEDAR SIDING 20. TONGUE AND GROOVE CEDAR SIDING TO MATCH EXISTING 7. 30# BUILDING FELT 21. FLASHING 7650 S.W. Beveland, Suite 120 8. R19 BATT INSULATION 22.CONTIN000S CANT STRIP Tigard, Oregon 97223-8692 9. BEAM - SEE STRUCTURAL FOR SIZE 23. TAPERED INSULATION MINIMUM THICKNESS SEE ROOF PLAN (503) 244-0552 ----_1_ --- - �-_� 10. SUSPENDED ACCOUSTICAL CEILING SYSTEM 24. 1 x 2 CEDAR -TRIM 1 - -. -- ------+----- ------ - -____. . - --- ---� 11. ' „ GYPSUM BOARD - 1 ON TINUOUS GUTTER TO MATCH CH EXIS TING \ 12. CRUSHED ROCK BASE 26.000NTER FLASHING, FASTEN AT 24" 0/C WITH "S" SCREWS AT 7 \ 13, CONCRETE SLAB AND CONTINUOUS FOOTING - 8'--0" 0/C SEE STRUCTURAL FOR SIZE AND REINFORCING 27.SOFFIT LIGHTING TO MATCH EXISTING 14. FOOTING REINFORCING- SEE STRUCTURAL 28.ROOF DRAIN C3 , FOR SIZE AND PLACEMENT 29.GALVANIZED SCUPPER (D i 100 2 ' I `� - � ) -- 0- r5 ,�N 3 • PQKT A • o �I I I 13 I OF -- _ ----- -- --- ---- ----- ____ � � owner: - Doug Fry ri_�) Buildino Section N 4 8 �.1 1/4„ = 1'-0" 19 20 Q BS1 � .-- ----- - i/f- - -,1 i �--- 9 2423 Remington Ct. 5 - _ ,� West Linn, OR 91068 - -_ _______ ---- --- - ---_--------- --- --------- -- - Project: - - -- Building F / 2 � 2 (D 29 I f 99W & SW Durham Rd. " A 4.1 Tigard, Oregon e Sheet Title: Wall Sections I 21 0 Roaf Drain Scu er and Details 22 �41 3 1,_0" 2 WS (Overflow Roof Drain similar) !, 1 - 23 ;�, , (' 3 Roof at Mechanical Well , Revisions: A4.1 1 1/2"= 1'-0" (7)"Y WS .- f - ---- _-_ - --- --- _ 24 , P 0 u MILDREN DESIGN GROUP C, � ,? a _ ---- RIGHTS RESERVED (Cl __ `t _ _.--_ .--_ • --_- -- ------- - THESE DRAWINGS ARE THE PROPERTY OF IIr - MIWREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY PERMISSION OF MILDREN DESIGN GROUP, PC. MANNER, EXCEPT WITH IIIE PRIOR WRITTEN Date: 15 July ?003 Drawn by: Checked by: - ----- BK WEM b I Job N>imber: 102234 �, -�,- --- - --- - - Sheet of: _ o Durham Rd. 11565 t�5 Section_at Gutter __ _- ____ _ s� Storefront Head 2 Wall Section BUP2003-00445 A4.1 3„� 1, 0" - A4.1 a"=- 1'--0„ ----- -------- -- A4.1 1 " -1'--0„ Tor 1a WS W WS Permit Submittal - July 2003 A4. 1 7 NOTICE: IF THE PRINT OR TYPE ON ANY Jill lIlIll IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1FIlI llI llI llilI llI lllI llI llI llI llI lllI lI lllI llI llIlIlI llI llI ll�jlI lI llIl' lI lllI llI llI llI llll � lllI ll �llI ll , llI llIlIlI llI ilI llI lI ll IT IS DUE TO THE QUALITY OF THE No 39 ORIGINAL DOCUMENT E 16z 8z L(z ez yz Ibz F,z z t�z o�z 8�t B�[ LT 8T 9[ al[ st �11 Tt��i�NIIIIIIIIII1 � ll II►Illll�lll►I1�11111111�1.1.111IIII �� 1111111.�iIIIIII.I�IW�llllllllJlllllllllllllllllllllllllllllllllllll 111IlIIIINIII , - -- - - - -_SEE SITE PLAN _ - - - ` ` ` -- - - - - ` T TOOLED _ EDGE 1)�" STEEL TROWELED I __ - -_--- -- _. .-----�_.__._. -. _. -_--``-- 3" SMOOTH TROWELED JOINT —EDGE, TYPICAL 6 TYPICAL 2% CROSS SLOPE I - �, _ � _ 4" CONCRETE f E SLAB A5'1 I ( 4 """""' — e MIT--III WITH CONTROL JOINTS -- - _ - BR -I —� -- , -! AT 5'-U" O.C. �I I I �y A5.1 ---- --GROOVEn BORDERS ON LEVEL — WDREN DESIGN GROUP, P.C. ��. SLiRFACt AT TOP OF RAMP AkC`TinECTURE • SPACE PLANNING = I !► I III III—I 1-1 I I—I Ii--I I i-i i 1=I I` " 4 CRUSHED ROCK PER UBC SECTION I 1109.16 BASE 7650 S.W. Beveland, Suite 120 I Tigard, Oregon 9'7223-8692 I CURB BEYOND -STAMPED SLIP RESISTANT PATTERN (NET- SECTION - — -- - - - --- - PAI TERN SHOWN) PER UBC SEC 1109.6 (503) 244-0552 BROOM FINISH -__ - _ _ - - - - - - _ - — 1 .. —/g FALSE JOINT 6 CURB LEVEL WITH SURF-ACF- ACCESSIBLE: SIGNAGE i '- — --ACCESSIBLE RAMP �.(4z- ALIGN WITH CURB BEYOND 7 OF ADJACENT SIDEWALK SEE SITE PLAN [SEE SITE PLAN II,, r TOOLED EDGE -� / fi PER STATE 3 WITH DETECTABLE WARNING REQUIREMENTS --4" CONCRE I-E SIDEWALK WITH MEDIUM A5'1 i� CONCRETE RAMP FLUSH PAVING SECTION-- BROOM FINISH 4" PAINT STRIPE / WITH ASPHALT 11 ( LOPE 1: 12 MAX. 1�I I II j l 30' TYP. - ° ° ° / c ° 2 j -ACCESSIBLE SYMBOL., --4" PAINT STRIPES =-h _ ., ° p �. A5.1 SLOP SLOP �j II �� PAINTED PER AT 2'-0" 0/C TYPICAL --� w I II STATE REQUIREMENTS I I DETECTABLE WARNING PER r -- NOTES: ,� ADA REQUIREMENTS A5.1 1. ALL ACCESSIBLE STRIPING 1 -Q _ ., I� I _ AND SIGNAGE TO COMPLY 4 CRUSHED ROCK BASE UNDER WITH OPOINANCE SIDEWALK TYPICAL_ "- -PAVIN G--� WALK AND CURB WALK EVEN WITH _----- - - - --- -,�=-- - - -- / EVEN WITH PAVING TOP OF CURB ORS 447.233. CONCRETE SLAB AT WALK AND CURB PLAN L- CONTROL JOINTS I 2. ACCESSIBLE SIGN TO BE SIMILAR CONDITION LOPING �� (TOOLED) \ MOUNTED TO SIDE FOR �� VAN ACCESS LOCATIONS 6�—O" �� h '-- '" EXPANSION JOINT -� AND MAY BE CENTERED --- -- - - -- -- - -- - 30 5 D L] -0 6 n NOTE: CONCRETE SHALL BE 3000 AT 20'--0" O.C. FOR STANDARD ACCESSIBLE ' " " I. ' cPSI AT 28 DAYS. 6SACK SPACES.9'--O" 6'-0" STD. TYP. D. okEI�CiN -_ _ .._ 3" STEEL. TROWELED 8'-0" AT VAN MIX, LUMP: 1 1/2 ' TO 3' EDGE, TYPICAL TYPICAL AC.CFSS1f�LF LOCA.TIONS 3• WHITE STRIPING PREFERRED BLUE BACKGROUND AND BLUE /'T'Jypical Sidewalk 2 Accessible Parking Stall PAINTED CURB OPTIONAL ( 3' Entry Sidewalk 4 Accessible Sidewalk RampOF 00� ,A5.1 no scale 5.1 1�4"-1'-0" A5.1 A5.1 — �. 15$1 � 15B4 15$2 15$6 CREATIVE PIPE, INC. "TB3-E" BIKE Owner: RACK FOR (3) BICYCLES Doug Fry 3 --FINISH CONCRETE TO MATCH H ADJACEN 1 WALK Nll' — p - .090" ALUMINUM SIGN PLATE - BLUE REFLECTIVE SHEETING Y4" HIGH WHITE REFLECTIVE LETTERS AND BORDER, BAKED b 7" 1PAAI(Plf WITN D.M.V. IW5A�SFD Pr>w11 my ENAMEL 2423 Remington Ct. -- VIgJ1T0Rs Stle•LCT TO _ TDMING UNDERORS$n.�O AND HNE ---- - HANDICAP SYMBOL WHITE West Linn,Linn, OR 97068 , UP To 5O NDEx �- DRS$11.815 WITH BLUE BACKGROUND — I p• 'ice— ----- - — 5 D• I 'Ct: �� vnll-nCCE5518LE - — VAN ACCESSIBLE SIGN WHERE �rnJE a 3," ' SrB REQUIRED �I w Building F 3" WIDE PAINT STRIPE Z TYPICAL --- —GALVANIZED STEEL POST 86* \--CONCRETE WALK - SEE SITE PLAN 67' I I I a o --6"as CONCRETE FOOTING 99W $ SW Durham Rd. Tigard, Oregon n \ Z 4" 1U" N Sheet Title: P Site Details ational Accessible Symbol 6 Accessible Parking Signage Bicycle Rack (.5.,T� Intern =1 -0' A5.1 1"-1'-0"� 15B2 1583 15E1 k t �� II Revisions: %ilt-DREN DESIGN GROUP, PC., 2003, ALL -HTS RESERVED vl THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C.. AND ARE NOT To BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 15 July 2003 Drawn by: Checked by: T•IK WEM Job Number: 102234 M Sheet Durham Rd. 11565 f• BUP2003-004x5 8 of 18 a Permit Submittal - July 2003 A.5. 1 9 .......... _ h1.IMM1.1/•.�•M:.T.I•KrrtMwww+,rwnlWr.Y.tr•'f'ffNMVIMM.'.+s+....e•.Y"i"t�^•Y,`Mf.1YMIrWPM�IS L NOTICE: IF THE PRINT OR TYPE ON ANY III I I I I I I t I I► I III I I I I T f�1 I�-r 1 I C� 1 I T 1 T L I � I � I � � � II � � 1 � � � �I�I I�III�Ifl�tltf, I�III�I III�I�I ►�I�T�IjI� I�I i.. i.jt � , t 11tlijui III i11 i11 � i �1 � Illili i � i �ill �... � IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT 15 DUE TO THE QUALITY OF THE No 38 ORIGINAL DOCUMENT �>� sz 8z Gz 9�z z tz $z zz iz oz �st 8T G�t 9t 14t 6i Et �zt �it i s 8 L s I 9 ifi E z t�iYlllll (��II��►��(►��I11�►�� III�I�I��I��►I► I�►II�I�� ►��IIIII �11�►�II� ��III��I�I��II1111�11�111�11�� ►��I I�I� ��►I��II II��I I � I II ��II � 11 � III �� IIIIIIII�IIIIIl�1111111111111111 IIIIIII�llll111111111�1u.1 W111�1ll1. 1«Illl��lfl � i it it it i ! it - -- - ---- ---- FLOOR OR ROOF STRUCTURE _ - - ----.---- �" PLYWOOD A7 ROOF ACCES �_- ----- F.B. X :1 L�AII_ -- - --- OPENING - STA8I..IZER I7AR BETWEEN ALL j--_ - MIL.UREN D MEMBERS A T PERIMETER - - - DESIGN GROUP, PC. -- ---- --- ADDITIONAL HANGERS AT ALL _� _ _ -_ -- - AT 16" O/C 7650 S.W. Beveland, Suite 120 6" X 22 GA METAL JOIS )16 X 2 X 9 A T PERIMETER AR(_'Hr ECTURH - SPACE PLANINIING l - -- - WITHIN 8 OF 48" 0/C MAX. __ Ti aId Oregon 97223-8692 -— ROOF HATCH - SEE --- -- LATERAL BRACING AT 12'-0rr 0.C. �^ �� UDS WITOH TYPE FASTEN 0503) 244-0552 'I 00 _ ._ - 6 X 2 X 2 DETAIL EACH WAY _ _ � SCREWS AT 8' AT 0/(' WITH °O LAG BOLT — _.._— —.___ -- __ COUNTERSLOPE HANGERS IF MORE PANEL EDGES AND 12' 0/C --- T ROOF /' THAN 1: 6 OUT OF PLUMB AT INTERIOR SUPPORTS ---- - - — - N z ---- -- — (2) 2 X 6 1 �— SECURE ALL HANGERS TO — -4-- 2 X BLOCKING BUILDING STRUCTURE-. TRAPEZE � - --- - - CE_NTER ANCHOR ON FRAMING ¢ .—___ `--- DUCT WORK AND OTHER LARGE ---- _-_______ _ - � cx > - -- -_- -- - _-,c _____- OBSTRUCTIONS PER SMACNA - - - ---- -- ----- GYPSUM BOARD WW —.-- r, \ cn A5.2 �8 MAX. — CROSS RUNNERS FIT BETWEEN '- \� ------ --- — GYPSUM BOARD � >- -' MAIN RUNNERS -� - - - 3�" 25 GA STUD AT C) ,r ----- - - ----- - 16 O/C TYPICAL x, L, O 6'-0 MAX rFY Cc �- „ r " __ —� _ C - MAIN RUNNERS AT 4' 0/C a- -- - - 0 RUNG Al 1 -0 SUPPORT WITH #12 WIRE AT 4' TOILET ROOM 4 o O A-- 0/C 1 YPICAL LL_ o 0/C OR WITH #10 WIRE AT 5' f cy Z - 0 ON CENTER EACH WAY - - _ I _`_-- -- - -- F.B. X 2 RAIL. h �� __ LATER L BRACINGRAT 12' O/C - - ---- - --- T- R11 BATT INSULATION it Ladder to Interior Wall Plan V) ? t STRUCTURE BEGIN BRACING 5 1 112"=1 -0 g -- - L[' h X 2 X 2 WITH -- -#8 SCREWS AT 12" O.C. WITHIN 6' OF PERIMITER AND 2"' 5C1 Q I (1) �"O EXPANSION ANCHOR STAGGER FROM CROSS MEMBER i 41 ACCEPTABLE � f�eA i ---�—� -_ --- -`-- - -'-- LENGTH MEMBERS - - fI 3056 n - A WJ\------20 GAGE STEEL STUDS 350 X 620 O 10 1 0 EMT � _ _ -- - -__ 3�, STEEL TR CKT10 -15 1� 0 EMT � DRIVEN TO A WITH NCHOR OADTER----FASTEN TO T--BAR RUNNER 15'-20' 2"0 EMT c N , --__--- - - - 10'-20' DBL-STUD(SEE LEE ) L_ 4r_0r' 0/C to Interior Wall - Elevation 3 Sus ended Celli Section 4 Mechnaical Room Wall Section Ur r_i'� Ladder — .� 1'— •� N.T.S. ALL CONNECTION DEVICES TO BE OF AN APPROVED TYPE ' 5. 112'#=1'-0 2A AND HAVE A 100# RATED CAPABILITY. r .. r rr 1C - P P 4 4 0 SUM SLOPE 5C2 0 x , ` CEILING SHALL BE SUPPORTED AND -- LEAD PAN Owner: 1 x 4 CEDAR TRIM, TYPICAL BRACED AS PROVIDED IN SECTION TO DRAIN / 2504 AND UBC 25-2 LEAD PAN FIELD VERIFY Doug Fry �`-- - A5.2 6" LIP BUILT-IJP ROOF x 6 CEDAR TRIM f__2 _ _ _ - _ - - - � BUILT--UP ROOF I —4'-0" x 4'--0" x 4" DEEP I SUMP, SLOPE TO DRAIN SLOPE / SLOPE l LOCATE 2" ABOVE PRIMARY 2423 Remington Ct. ROOF DRAIN `V i-,St Linn, OR 97068 PRIMARY DRAIN � Project: — -— t Building F I I I `D I ---t---SECONDARY DRAIN ROOF TRUSS --� L — - - - - - - - - -I DOUBLE 2 x 4 BLOCKING SUPPORT DOUBLE 2 x 4 BLOCKING SUPPORT 1/2" AROUND DRAIN TYPICAL AROUND DRAIN TYPICAL 1/2' 4'-4 112" ,1 1/2" 8 99W & SW Durham Ra. -- _ - ---_- -- A5.2 I - -- ROOF SUMP RECEIVER ROOF SUMP RECEIVER Tigard, OregonFACE OF WALT { 2'-6" 2'-6" - -- -- - UNDERNECK CLAMP ----- UNDERNECK CLAMP - FACE OF WALL AT WINDOW ---1 x CEDAR TRIM 5'-01' Sheet Title- ---I 01 10' Details • r&-� 7 Primar Roof Drain sSecondary Roof Drain r_5'� Relected Soffit PlanRoof Drain Plan 1".1'-0" 5.2 1/2„=1,-0” 3"=1'-0" 5.2 i2c�' —o" U1 12C1 12C2 ------ 15 LB. BUILDING FELT I ------8" CEDAR CHANNEL SIDING /� —PLYWOOD, SEE STRUCTURAL FOR ----- SHEAR WALL REQUIREMENTS __ _ — STC CLIP AT 24" 0/C ALTERNATE ----R-19 INSULATION AT BLOCKING AT TOP PLATE /~ BOARD TO TRACK Revisions: GYPSUM BOARD 4 *- ; 2 x 6 STUDS AT 16" O.C. ..-_--------- - 1 x 6 CEDAR TRIM �- - _---- ---- %" GYPSUM BOARD 11 -- ---- DOUBLE 2 x 6 TOP PLATE WOOD SHIM A5.2 ---- ---SEALANT _ _ - �a --- - -- -- -- 2 x 6 A T 24 0/C --- ----- ALUMINUM STOREFRONT -- ----- - E - l --WOOF SHIM — -- - - mn-PREN DESIGN GROUP. P.C., 2003, ALL --4" RIGHTS RESERVED COLUMN, SEE STRUCTURAL 1/L,. � 01 1 x 2 CEDAR TRIM, TYPICAL \� __ _ `-- _ !�- NOT TO BE USED OR REPRODUCED IN ANY _ MIL.DREN DESIGN GROUP, P.C., AND ARE --WOOD TRIM (HESE DRAWINGS ARE THE PROPERTY OF " RUF-TEX ucDAR SIDING — -- - MANNER, EXCEPT WITH THE PRS^R WRITTEN '3 - -- -- - --- - ---- ----- ' GYPSUM BOARD AT PERMISSION OF MILDRFN DESIGN CROUP, P.C. TO MATCH EXISTING ------------SEALANT ' _ AT EACH SIDE GYPSUM BOARD Irate: 15 July 2003 id - 2 x 4 DOWNSPOUT, SEE ------ -------- ALUMINUM STOREFRONT PAN FOR LOCATIONS Drawn by: Checked hv� � I I �---- — - WOOD BLOCKING, TYPICAL13K WENI �- - - _- -- _-_-- - -- — 2 x 6 PT PLATE � Job Number: � 102234 . Sheet A: Durham Rd. 11565 �- Column - Storefront at Colum 11 Tenant Separation_Wall Section 1 ,3UQz��3.�D445 t at _—_„ _- 9 of 189 Storefron �_ __ _ _ _ _ ' �A5.V 1 /2,r`1 r-0„ -- 5. 1 41/?,r_1'-0" 1E 2 1 0 �.. D Permit Submittal July 2003 A5.2 �, 1 D3 d i 4 r i � i i Ilt i � i I i � � � i � i � � � i I Lr 1 T r1. 1 -� _ . LLLIjr rlr l I III ill Ili III ill III Ill I I Ill ill Ill ill Ill Illilll I � Ill Ill Iililll ill ill IIIIIIIIII Ill Illll � _,-- 'I NOTICE: IF THE PRINT OR TYPE ON ANY b I I I I i I I I l I I I 1 1 1 1 3 l I l l l 1 4 C I I 16 I I 1 l i 10 11 1 5 ,ZQdS _ .__�-_- I IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE _ No 36 �" y ORIGINAL DOCUMENT E 8 Z 8TZ L Z 9 I �Z 6 ZIZ t Z 8 i Et1It G t 9 t 9 i ib i 6 t 8 I Illi I 1lilllll,lllillllll,�►I►i�11,21,; III II illllll�lillllilllli �llillll� IIIil lllllilll i�l� d III II T �d �d �d �d �d I d MILDRFN DFSIGN GROUP, P.C. ARc HITECI'URI: + SPACE Pt ANNIN(.. 11830 SW Kerr Parkway, Suite 325 Lake Oswego, Oregon 97035 (503) 244-0552 PLANT LEGE--ND GREED GreenWorks, P.O. Landscape Architecture Environmental Design _ -- — — TREES 24 NW 2nd A , Suite 100 PooHand, Oregon 97209 503 222 5612 I I I I I I I I I o Quercus rubra - Red Oak - ` \ I I I I I I I I I I I I I I I I I „ � I 3 cal . B&B, Well branched, Headed at 6 I ► I I I ► I I <_� _ / ► I I I I I I I _ 01sT 4k �d M 0 - _______.__ Acer circinatum -- Vine maple • -C - - — - - - - 10- 12' B&B, Well branched, 3 stem min . at basF F.NE7irLIFMA V 1 O 1 1 0 \ o -- ----- Fraxinus Marshall - Marshall SeedlessAsh Ag �� p �I I M „ 1 2 cal . B&B, Well branched, Headed at 6' Owl►er: Doug Fry -{-- I - ---- - - Existing tree to remain Pinl I - - -�- Existing tree to be removed .. 1`" - .arlett Oo 4 - - -- — Project: SHRUBS GROUNDCOVERS Building F ��^ • t.4.9 - Myrica californica - Pacific Waxmyrtle 18-- 24 , Full plants, Space as shown - - Rhododendron 'PJM ' - Rhododendron y Red Oak o ®— = 15- 18" Full I I 99W & SW Durham Rei. ,•�, �, plants, Space .�s shown Tigard, Oregon Cornus s. Kelseyi - Dwarf Redtwig Dogwood e ?_ gal . cont. Full plants, 2 o. c. Sheet Title: PLANTING Arctostaphyllos u . 'Massachusetts' - Kinnikinnik , PLAN "0 1 gal . cont. , Full plants, 3 ' o. c. Maple m� 1 y _ �--r Seeded Lawn \ - See specifications NOTES See specifications Kevltii""y� _ p ns for topsoil and irrigation \ / requirements. 2. Protect all existing landscaping to remain from damage during all phases of construction . 3. Contractor shall provide design/build automatic underground irrigation system for all new landscape areas MILDREN DESIGN GRC,l'P, P.C., 2002, ALL RIGHTS RESERVED U THESE DRAW*= ARE THE PROPERTY OF MKDREN DEMON ORCJP, P.C:l, AND ARE NOT TO BE USED OR RtFRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR VWTTEN PERMISWON OF MKOREN DESIGN GROUP, P.C. Date: 12-30-02 Drawn by: hecked by: -- -- JB MF Job Number: 102264 Shed Durham Rd. 11565 N O R T H BUP2003-U0445 100f 18 Site Development Review -- December 2002L100 I ti tNOTICE: IF THE PRINT OR T�"PE ON ANY I� I I I I I III I I III I �� I I ( I I ( � Ir•..IMAGE IS NOT AS CLEAR AS THIS NOTICC, 11 .31.1 I � jl I 6 I rJ' I I I �Q I 1 �) .! LIA S ,L00- _� 1__ _____��_- _ .L_ -_ 1did IT IS DUE TO THE QUALITY OF THE No 9E ORIGINAL DOCUMENT � 97, Z 6IZ £Z �Z i7, Oy 6i BI L�11 At �I�!�•1�1' ��II�� I� 11 1 I 1 1 li I� I �I III.�III. IIII IIIIIII.IIIIIIIIILlIIII1IIII,�IIIIII I16I�,II I I I�Illllrl�ll►III�III�II�IIIII�IIII�IIII�IIII�IIII�IIII�IIII1111 �IIII�IU 11111111 IIIllllll�lllllllll�l111 l�llll11111�11.11 illi. 11111111 � I� hl 0.2 0.3 0.5 0.7 1,1 2,3 3.8 5.0 5.1 5.3 5.4 4.8 4.9 5.7 54 5,3 5.4 3.7 2.1 1.2 0.9 0.6 0.5 ti MILDRFN DESIGN GROUP, P.0 \Ruf fITEC•f URI'. • SPACF PLANNIN 0. 5 0.5 0.7 1.1 1.8 3.1 4,2 5.3 5.0 5.9 6.3 6.5 6.3 6.7 6.0 5.9 6.2 4.9 3.2 2.2 1.6 1.1 0.8 7650 SW Beveland, Suite 120 Tigard, Oregon 97223 (503) 244-0552 0.4 0.6 1.0 1.4 1.9 2.5 3.0 4.3 4,2 5.2 5.6 5.5 5.6 6.3 5.9 6.0 5.8 4.6 4.1 3.1 2.5 1.8 1.4 LUMINAIRE SCHED LE: _ - SA EXISTING EXTERIOR ARM MOIJNTED POLE LUMINAIRE. 1- 40OW METAL HALIDE. LAMP. TYPE III DISTRIBU TION. 1 0.5 0.8 1.1 1.2 1.4 1,9 2.5 3.1 3.7 3.8 4,0 4.2 4.7 5.5 5,8 6,7 5.6 5.6 4.9 4.0 3.3 2.4 1.6C El 8 U LT I N 13 E N O i N E E R s POLE: 30 F T. SQUARE STE L POLE. ANICAL AND L SW HALL E:-,iL, ' SB EXTERIOR WALL MOUNTED LL MINAIRE. 16 1/•t" .IPTLAI !D, �,r•E, WIDE BY 9" DEEP SINGLE PI 'CE DIE CAST PHUT IC: ALUMINUM HOUSING IN A FRAPEZOIDAL SHAPE. F 0.4 0.8 1.1 1,3 1.5 1.9 2.5 3.1 3.4 3.4 3.5 3.4 3.7 4.8 6.1 6,5 5.6 5.6 5.19 4,3 3.0 2.1 1.4 MEDIUM THROW DISTRIBUTIO . 1--42W TRT LAMP. CONTACT...BECKY ELLSWORTH GARDCO 101 SERIES = !ginerr- n _%<�; -- -- 4 ............ 0.3 0.6 0.9 1.4 2.0 2.7 3,2 4.5 . 3.8 4.5 4.3 3.7 3.4 3,9 5.0 5.6 5.1, . 4.9 4.8 3.6 2,6 2.0 1,3 Fk;, SA(RELOCATED) 0.2 0.4 0.7 1.0 1.6 2.9 4.2 4.9 4.5 5, 4.9 4.1 2,7 2.9 3 6 4.1 3.5 13.6 4. 3.3 2.7 2.3 1.5 .. ...., .. ....... .. .. ....... r _. ... ...........•.........................•. ..... ...................................: ; E•FtRE= � a 0.2 3 0.4 0,6 I 1.0 ' 2.1 3.5 4.6 4 4.5 4.5 3.1 1.9 1.9 2.5 2.7 2.2 2.5 3.2 3.2 3.4 3.2 2.0 y , r #,• (E) `I I Owner: SA ! .,... ::. ......................... . Doug Fry . ; __............... 0.1 0.2 0.3 0.4 0.7 1.5 2,7 1. : :::::::::::::: 1.6 1.9 2. 3.5 4.0 4.5 3.2 !I I ii ............................................................. 1 .1 .n I fIII !0.1 0.1 0.2 0.3 0.5 1.0 1,9 I;I 1 1.3 1.5 2.0 2.1 4.3 5.7 5.5 4.6 4` 2423 Remington Ct. i� _ West Linn, OR 97068 0.0 0.1 0.2 0.3 0.4 t 07 1.1 �� I! 1. 1 2.1 2.9 4.3 5.0 5.5 5.5 4.5 _ Project: I Building F ,; ' l i 1L 0.0 0.1 0.1 0.2 0.3 0.4 0.6 i 1. 2.9 4.0 5.3 Y 6.1 6.2 5.6 4.1 Am I .............................................................. .. SA ` 0.0 0.0 0.1 0.1 0. �' � I (E) ^� 0.2 0.3 ! 2.� 3:4 14.............................. 4.8 6.2 7.5 7.3 5.9 4.2 # ............................................ yitl I' t C 99W & SW Dcfrhal7� .zLi. t' II ii' Tigard, Oregon 0.0 C.0 0.0 0.1 0.1 0.2 0.2 0.2 0. 16 2.8 4.5 5.7 6. 5.9 47 :: ' 3.6 SA �y ' Sheet Title: (REL OCATED) ,,. r I 0.0 0.0 0.0 0.1 0.1 0.1 0,1 0.2 01 ;i 1.7 2.9 . � 4.4 5,8'., 6.2 # 4.5 :�3:1 2.3 i !4., 0,0 0.0 0.0 0.0 0,i 0.1 .1 1.0 5. 1.9 `: .3 4,5 5.4 5.4 3.3 1.9 1,1 a Sur I s ! ,,.. F. 0.0 0.0 0.0 0.0 0.0 0.0 ,A:1 0.9 4. 1 7 ! 1.3 2.1 4,1 2.3 1.4 0.8 r; ......... . . :..::. ....... •,, ..; •� ilii jti. i 0.0 0.0 0.0 0.0 00 �',b.0 0.0 .. 0.1 0.1 0.1 0,1 ! ! , 0.2 0.2 0.3 0.5 . d.7 1.0 1.� 2.2 2.7 1.9 1.0 0.6 .,�.. .....,•..... M.�.,,.�.»».,,.�,,,�.,�......»........... 0.0 0.0 0,0 C.0 0.0 0.0 L`,0 0.0 0.0 0.0 0.1 0.1 0,"^ 0 2. 0.3 0.4' 0.6 0.8 1.2 1.6 1,3 018 0.4 A Y r 0.0 0,0 0.0 0.0 0.0 0.0 ` 0.0 ` 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 1.0 1.0 0.6 0.3MILD _ RIGHRTSNDESIGN RESERVED GROUP, P.C., 1999, ALL i THESE DRAWINGS ARE THE PROPERTY OF v MILDREN CESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH T14E PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.6 0.5 0.3 Date: 15 Jule 2003 Drawn by: Checked bv: RAE/JLO HLB ••'; 1 ELECTRICAL SITE PLAN Job Number l0?_234 SCALE: 1" = 10'-0" 7 Durham Rd. 11565 Sheet Uf: E 1 .0 BUP2003-00445 1 11 of 18 PermitSubmittal - Jul 2003E . 0 NOTICE: IFTHE PRINT OR TYPE ON ANY III IIIIIII lli IIIIIIIII I III III III III IIII it r1T1T�1IIIIIIII 111111 II ! III IIIIIII IIIIIII 111111 IIIIIII IIIIIII IIIIIIIIIIIIIi ! IIIIIII I �IIIII III III IIIIIII III III tllllll IMAGE IS NOT AS CLEAR AS THIS NOTICE, --I--._ 10 I 11 12 .:' � J --- ---- -T -------L - - _ 1 ---1 ----- ------1---- --- IT IS DUE TO THE QUALITY OF THE No Je ORIGINAL DOCUMENT r -- 9Z �Z 6lZ £IZ �Z I T�Z 01Z 8[T 9I Li 91T 9T 6T £T lillllllll�IIII.IiI! I11111111�►1111►III it II► III I I I Ili I I 111 I I11911 I II, I ►.III►► 1.111►iIIIIII�IIIIIIIII IIIIIIIill�llll►1111 lll �,I � 11 II Il�llll l�ll lllllllll�lllllllli�llil�lll 1lIIIIII�I,II,IIIIIIIIIIIIII l lllllll,l li 11 �� rr II �� 11 , W� lllUlll l l l l lil l l�l l lull lll,� llll 111 ll�1�11'I I,. O V) N c0 r � I � U v r 0 C r t/1 Z - w 0 c0 U _ U CA ITY OF TIGARDT N x a � 0- w z w 0 0 WILLOWBROOK BUILDING F o o _j0v O N ---- -- -- - --- ---- - -- --------- ------ JUNE 279 2003 - 00 W - LJ -------------------------- - w 0 - 1 - _-- - -- r2 c0 cr_ "" ,1 0 O Q1 z r4) a wng - .. 7.1 I city 4141 P. PRWECT IF c_ `. r qN P EXPIRES 12/31/04 PROPOSED BUILDING Deur am R col -V As VICINITY MAP - LL O _ �`� N.T.S. /�-- p w �j Z EROSION CONTROL NOTES TEMPORARY GRASS CMER NOTES STORM DRAINAGE GENERAL NOTES INDEX OF DRAWINGS � �jzcr O , 1 CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION CONTROL DURING CONSTRUCTION 1. GROUND SURFACES EXPOSED DURING THE WET SEASON (NOVEMBER 1 1. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. SHEET NO. SHEET NAME SCALE a: 0 � (ANY TIME OF THE YEAR) PER THE "EROSION PREVENTION AND SEDIMENT CONTROL PLANS THROUCH APRIL 30) SHALL HAVE TEMPORARY GRASS COVER MEASURES IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY DEPTH AND w O TECHNICAL GUIDANCE HANDBOOK" DATED FEBRUARY 1994, AND UNIFIED SEWERAGE AGENCY'S FULLY ESTABLISHED BY NOVEMBER 1 OR OTHER COVER MEASURES WILL LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM CO COVER SHEET N/A DESIGN AND CONSTRUCTION STANDARDS, R&D, CHAPTER #8. HAVE TO BE IMPLEMENTED UNTIL ADEQUATE GRASS COVERAGE IS THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. CALL FOR Cl GRADING AND EROSION CONTROL 1 =10' > a: ACHIEVED. TO ESTABLISH AN ADEQUATE GRASS STAND FOR CONTROLLING LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 2 APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN EROSION BY NOVEMBER 1, IT IS RECOMMENDED THAT SEEDING AND C2 UTILITIES PLAN 1"=10'APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, MULCHING OCCUR BY SEPTEMBER 1. 2. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY C3 CIVIL DETAILS N/A 0 RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) 2. HYDROMULCH SHALL BE APPLIED WITH GRASS SEED AT A RATE OF RULES OF O.S.H.A. AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE O 2000 LB./ACRE. ON SLOPES STEEPER. THAN 10 PERCENT, HYDROSEED SHORING AND TRENCH PROTECTION OF WORKMEN. CLEARING AND GRUBBING NOTES 3 THE IMPLEMENTATION OF THESE PLANS AND CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND AND MULCH SHALL BE APPLIED WITH A BONDING AGENT (BONDER). 3. RIM ELEVATIONS OF MANHOLES AND CLEAN OUTS WITHIN PAVEMENT ARE UPGRADING OF THESE ESC 1=h�.ILlT��S IS i HE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL APPLICATION RATE AND METHODOLOGY TO BE IN ACCORDANCE WITH APPROXIMATE FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED 1• ALL CONSTRUCTION AND MATERIALS WITHIN CITY OF TIGARD RIGHT-OF-WAY CONS fRUCTIGN ISCOMPLEI ED AND APPROVEL' v'( THE UNIFIED SEWERAGE AGENCY (USA) SEED SUPPLIER RECOMMENDATIONS (USA) AND . PAVEMENT GRADES. RIMS OUTSIDE OF PAVEMENT SHALL BE SET 6" SHALL CONFORM 'f0 THESE PIANS AND THE APPLICABLE REQUIREMENTS OF , VEGETATION/LANDSCAPING IS ESTABLISHED. THE DEVELOPER SHALL BE RESPONSIBLE FOR CITY OF TIGARD. MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL THE LOTS ARE. SOLD. 3. DRY, LOOSE, WEED-FREE STRAW USED AS MULCH SHALL BE APPLIED ABOVE FINISHED GRADE. AT DOUBLE THE HYDROMULCH APPLICATION REQUIREMENT (4000 LB./ 2. NOTIFY ENGINEER 2 BUSINESS DAYS BEFORE COMMENCING WORK. 4 THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN ACRE). ANCHOR STRAW BY WORKING IN BY HAND OR WITH EQUIPMENT 4. ALL STORY SF_WER PIPE SHALL BE AS SPECIFIED UNLESS APPROVED BY 3. ALL SIGNING, PAVEMENT STRIPING AND MARKINGS AND PERMANENT BARRICADES THE FIELD PRIOR TO CONSTRUCTION. DURING T'HE CONSTRUCTION PERIOD, NO DISTURBANCE (ROLLERS, CLEAT TRACKS, ETC.). THE ENGINEER. WITHIN WASHINGTON COUNTY RIGHT-OF-WAY 'TO BE INSTALLED, REMOVED BEYOND THE FLAGGED CLEARING AREA SHALL BE PERMITI ED. THE FLAGGING SHALL BE 4. MULCH SHALL BE SPREAD UNIFORMLY IMMEDIATELY FOLLOWING SEEDING. 5. CONTRACTOR TO COMPLETE ALL REQUIRED TESTING AS NECESSARY. AND/OR REINSTALLED BY THE CONTRACTOR. MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE CONSTRUCTION. 5. SOIL PREPARATION - TOP SOIL SHALL BE PREPARED ACCORDING TO 4. CONTRACTOR SHALL REMOVE ALL TREES (MARKED), SHRUBS, RUBBISH, AND MAN- 5 THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL LANDSCAPE PLANS, IF AVAILABLE OR RECOMMENDATIONS OF GRASS MADE STRUCTURES INCLUDING, BUT NOT LIMITED TO, CONCRETE SLABS, WALLS, CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS 10 ENSURE THAT SEDIMENT SEED SUPPLIER. IT IS RECOMMENDED THAT SLOPES BE ROUGHENED VAULTS, FOOTINGS, ASPHALTIC PAVED SURFACES, GRAVELED AREAS, SHEDS OR AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE BEFORE SEEDING BY "TRACK-WALKING,' (DRIVING A TRACTOR UP AND SITE / STREET CONSTRUCTION GENERAL NOTES OTHERBDINGS FREESTANDING BUILDINGS F(CONSTRUCTED COOEST RACII TNG,OF WOOD, CONCRETE,WMETAL, APPLICABLE WATER STANDARDS. DOWN SLOPES TO LEAVE A PATTERN OF CLEAT IMPRINTS PARALLEL TO ) SLOPE CONTOURS) OR OTHER METHOD TO PROVIDE FOR STABLE SITES 1. ALL CONSTRUCTION AND MATERIALS WITHIN CITY OF TIGARD RIGHT-OF-WAY CLEARING LIMITS. THE ITEMS LISTED ABOVE SHALL BE DISPOSED OF OFF-SITE. 6 THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS FOR SEEDS TO REST. SHALL COLvFORM TO THESE PLANS AND THE APPLICABLE REQUIREMENTS CIF 7HE IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONFIRM THE NUMBER OF NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 6. SEEDING - RECOMMENDED EROSION CONTROL GRASS SEED MIXES C',TY OF TIGARD STANDARD SPECIFICATIONS. STRUCTURES TO BE REMOVED. CONTRACTOR SHALL OBTAIN ALL NECESSARY ARE AS FOLLOWS. SIMILAR MIXES DESIGNED TO ACHIEVE EROSION DEMOLITION PERMITS. 7 THE ESC FACILITIES ON INACTIVE SITES SHALT_ BE INSPECTED AND MAINTAINED A MINIMUM OF CONTROL MAY BE SUBSTITUTED IF APPROVED BY JURISDICTION. 2. NOTIFY ENGINEER 2 BUSINESS DAYS BEFORE COMMENCING WORK. 5. ALL BURIED STRUCTURES (I.E. TANKS, LEACH LINES, DRAIN TILE, AND PIPES) ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 1 . DWARF GRASS MIX (LOW HEIGHT, LOW MAINTENANCE): 3. EXCN ATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.571 NOT DESIGNATED TO REMAIN ON THE SITE, SHALL BE REMOVED AND THE --- DWARF PERENNIAL RYEGRASS, 80% BY WEIGHT INCLUDING NOTIFICATION OF ALL OWNERS OF UNDERGROUND FACILITIES AT RESULTING EXCAVATIONS SHALL E PROPERLY BACK FILLED AND COMPACTED PRIOR TO ANY GRADING OR FILLING OPE 8 AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CREEPING RED FESCUE, 20% BY WEIGHT LEAST 48 BUSINESS DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, RATIONS. THIS IS TO INCLUDE STUMPS AND REV. J_DATE 1 aY TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVE`,ANCE SYSTEMS SHALL BE CLEANED APPLICATION RATE: 100 POUNDS MINIMUM PER ACRE E ROOT BALLS OF TREES TO BE REMOVED FROM THE SITE. PRIOR TO PAVING. THE CLEANING OPERATION SHALL NCIT FLUSH SEDIMENT LADEN WATER INTO THE BEFORE COMMENCING AN EXCAVATION. - I I 2. STANDARD HEIGHT GRASS MIX 6. THE AREA OF THE SITE DESIGNATED ON THE PIAN TO BE REGRADED SHALL BE DOWNSTREAM SYSTEM. ANNUAL RYEGRASS, 40% BY WEIGHT 4. ALL EXCESS MATERIAL NOT UTILIZED ON-SITE SHALL BE REMOVED FRIM SITE STRIPPED TO REMOVE ORGANIC MATERIAL AND VERIFIED BY THE TESTING AGENCY. TURF-TYPE FESCUE, 60% BY WEIGHT BY THE CONTRACTOR. 8. ALL UNSUITABLE MATERIAL SOIL & VEGETATION REMOVED DURING THE I I 9 STABILIZED GRAVEL ENTRANCES SHALL BE CONSTRUCTED AT THE BEGINNING OF CONSTRUCTION AND ( ) --- MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO APPLICATION RAT: 100 POUNDS MINIMUM PER ACRE 5. TREES NOT DESIGNATED TO RE REMOVED SHALL BE PROTECTED AT ALL TIMES. CLEARING AND GRUBBING OPERATIONS SHALL BE REMOVED BY THE CONTRACTOR ENSURE THAT ALL PAVED AREAS ADJACENT TO THE PROJECT ARE KEPT CLEAN FOR THE DURATION 7. FERTILIZATION FOR GRASS SEED - IN ACCORDANCE WITH SUPPLIER'S AND DISPOSED OF OFF SITE. ---- OF THE PROJECT. RECOMMENDATIONS. DEVELOPMENT AREAS WITHIN 50 FEET OF 6. SAW CUT STRAIGHT LINES TO MEET EXISTING PAVEMENT WITH NEW PAVEMENT 9. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.571 -------------- WNFER BODIES AND WETLANDS MUST USE A NON-PHOSPHORUS ALL SAW CUT LINES SHALL BE LOCATED AS SHOWN ON PLANS. INCLUDING NOTIFICATION OF ALL OWNERS OF UNDERGROUND FACILITIES AT 10.STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT FERTILIZER. 7. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE TRAFFIC CONTROL ALONG LEAST 48 BUSINESS DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, SURFACES ARE. COMPLETED .AND/OR VEGETATION IS RE-ESTABLISHED. r BEFORE: COMMENCING AN EXCAVATION. 8. NETTING AND AAC;HORS, AS Ni-EDFD .- FOR DISTURBED AREAS ON THE EXISTING ROADS. AS REQUIRED BY CITY OF TIGARD. URIN 11 PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. SLOPES AND IN DITCHES/SWALES, BIODEGRADABLE NCTf ING OR JUITE 10. ALL UNSUITABLE MATERIAL. (CONCRETE, TI CONCRETE, WOOD DEBRIS, AND IS DESIRABLE AND MAY BE USED INSTEAD OF BONDING AGENTS TO MISCELLANEOUS DEBRIS) ENCOUNTERED DDURING THE CLEARING AND GRUBBING 12.SEEDING SHALL BE PERFORMED NO LATER THAN OCTOBER 1 FOR EACH PHASE OF PROVIDE A STABLE AREA FOR SEEDING. NETTING SHOULD BE OPERATIONS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF OFF SITE. PROJECT NO. OZ'L�q- CONSTRUCTION, AND AS WEATHER WILL PERMIT ADEQUATE: GROWTH. ANCHORED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 1 1 W CUT STRAIGHT NES LINESESSHALTOMEET E AS SHOWN ON PLANS. WITH NEW PAVEMENT. ALLSAW CU MD�JI�f1.I12O 13 WHEN SEED/PLANTINGS ARE PLACED, THE OWNER/CONTRACTOR WILL MAINTAIN THEM, 9. WATERING - SEEDING SHALL BE SUPPLIED WITH ADEQUATE MOISTURE 12. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE TRAFFIC CONTROL ALONG - -�- J V UNTIL THE VEGETATION/PLANTINGS ARE WELL ESTABLISHED. TO ESTABLISH GRASS. SUPPLY WATER AS NEEDED, ESPECIALLY IN THE EXISTING ROADS AS REQUIRED BY CITY OF TIGARD STANDARDS. DATE 6/27/2003 ABNORMALLY HOT OR DRY WEATHER CONDITIONS OR ON ADVERSE SITES. I 14 IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY STABILIZED FROM OCTOBER 1 THROUGH APRIL WATER APPLICATION RATES SHOULD BE CONTROLLED TO PROVIDE DESIGNED ! SAL__ 30, THE WET WEATHER EROSION CONTROL MEASURES WILL BE IN EFFECT. SEE SECTION 3.3.7 ADEQUATE MOISTURE WITHOUT CAUSING RUNOFF. ENGINEER I JPR AND 3.3.8, TECHNICAL GUIDANCE HANDBOOK, FOR REQUIREMENTS. -- 10. RE-SEEDING - AREAS WHICH FAIL TO ESTABLISH GRASS COVER CHECKED ! JR/BCD 15 THE DEVELOPER SHALL REMOVE ALL ESC MEASURES WHEN THE VEGETATION IS FULLY ESTABLISHED. ADEQUATE TO PREVENT EROSION SHALL BE RESEEDED AS SOON -- - AS SUCH AREAS ARE IDENTIFIED, AND ALL APPROPRIATE MEASURES 16 ALL ESC MEASURES TO BE IN PLACE AS SHOWN ON THE PLANS, OR AS DIRECTED BY THE USA TAKEN TO ESTABLISH ADEQUATE COVER. ---- INSPEC T OR, PRIOR TO ANY CONSTRUCTION. SHEET TITLE 17.USA ESC HOT LINE 844-8444, CALL BEFORE STARTING ANY WORK. COVER �,HEET NUMBER Durham Rd. 11565 BUP2003-00445 co 12 of 18 I lrliiIIIII � IIIiiIIIIIITITTIT1T TTf1 IiIIIIIIIII111IIIlillllltllllTIIIIIfIIItIIlllillllltllltlll f l l l f 1 1 1 1 1 1 1 1 1 I I 111 I I III I I II NOTICE: IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, ----- ----- L _ IT IS DUE TO THE QUALITY OF THENo 38 ORIGINAL DOCUMENT IIII IIII �i�l IIII IIII (IIIIIIIII IIIIIIIII IIII�IIII IIIIIIIII IIIIIIIII Illi IIII IIII III111III IIII IIII III111IIIIIlI111III IIII Ilil Illlifilllll(!IIII III I II IIII i l I I �i Ll I�g g s i �i 11Lill 1 I l I I I I 111 ► IIII I►III Illfl l<<llllll III 1 1111 II 1 ll Ill►Il�lll I I .11lllll I I►111111 (I I I I Il Wil �l�l I I III I I II��lWlllll._ 1� W cco c) W_ N0 L0 ) 00 ll a r r.,. D V) LO a z 0 rYi C) 1,99 1,99 c 190 .;>, . _u .61 0 -'0 V) c 'go"Ic" > LO C) 0- C) c1po < C) REMOVAL NOTE: z ll� -A Cp 0 z -A 0 n G) 1 7 0 REFER TO ARCHITECTURAL 0 C) 0 < 7 DRAWINGS FOR FURTHER CB -i 0 a TJ DEMOLITION / REMOVAL NOTES -,5 0 V) A S'�,H. RIM 188.93 190 IF 185.43 C 05 D % 2 (3 ASPH. G INSTALL SILT SAC IN z I- MLTCH EXIS EXISTING CATCH BASIN. 0 w < MATCH EXISTING GRADES MAINTAIN DURING "po EDUffFM 110 Gi 0.2 -'- ALONG SAW CUT LINE, TYP. 0 cp cr) z 10 0'. CONSTRUCTION. SAWCUT SAWCUT I CONCRETE SIDEWALK z 6) C3 o`OEXTRU. CURB rT_ ------------- MAIL BOX mmmr_-� PROPOSED STORM 1,99.65 . �'cl /,99 G ----------- -PGE- OVERHEAD ELECTRIC POWER - W PROPOSED WATER o- c. 0 �) .1 0 7,9 1�,dO7 TC -{)SW- UNDERGROUND TELEPHONE 0 clom PROPOSED CLEAN-0(]T-TO-GRADE C) 19 '4R 109 cl 10� I-p GAS LINF PROPOSE 79, 0 10 --G - D STANDARD CURB 03 -W -- WATER -INE PROPOSED 1 - CONTOUR 2•9%/MAX -S -- SEWER LINE PROPOSED 5' CONTOUR AN D1 !ECTION 190.9,5 CON CT ADA _G1 9 0.5 -x- EXISTING FENCE PROPOSED SPOT GRADE (G=GUTTER, RAMP. REFER TO G190. )K- TREE ',Gl&q-'5 TC=TOP OF CURB, TW=TOP OF WALL, N T (ARCHITECTURAL DETA!L-S.,,�,., CATCH BASIN BW=BOTiOM OF WALL) -.1 . �,Q y 26 197. 191.0 11 (" % A- I/ SANITAR'r SEWER MANHOLE ASPHALT PAVING 790 ,17 MATCH A/ R .89 �c ev %• A . GAS VALVE CONCRETE SIDEWALK 79, 4 411. & wv EXPIRES 12/31/04 . v .;0" .-, - - I: LP 0 WATER VALVE CMU RETAINING WALL . 4 "A 4 'A 4 X SEDIMENT FENCE bo A . - . . -6 FIRE HYDRANT IN • .4 & 9' SIGN POST' d CONC. *d i PROPOSED AREA DRAIN • EXISTING BUILDING WITH EROSIOii CONTROL EXISTING CURB • RMI WATER METER cp A� 7 FYTRU. CURB 187- EXISTING CONTOUR /'� ! ?% N� �� SPOT GRADE 189.3 EXISTING C) L rri 1791-da x -gQ,g -1 1 MATCH EXISTING GRADES '5 lb 19 op ALONG SAW CUT LINE, TYP. * I ASPH. .................. 0 C) 4 cn t % 0 7 t F ) E D c) B AIr 0 EXTRU, CURB a: c: 4 MATCH P POSED B RLDING p X A,5 00 / Z 1p 19/ Z 0 90 • 4 cl 9 .10 TC 19, s GENERAL CONSTRUCTION NOTES D Z (THESE NOTES APPLY TC ALL CIVIL SITE WORK CONSTRUCTION PLANS) m 11) (5� cp. 0 0 7 -t- 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF TIGARD 7 .0 • TI4G GRADES p STANDARD SPECIFICATIONS AND THE LATEST ACCEPTED AND AMENDED ADDITION 0 --(-- MATCH EXIS 4-ST LEGEND: 4)- 41 rn OF THE OREGON UNIFORM PLUMBING CODE. 6> ALONG SAW CUT LINE, TYP. S ' W 0 PROVIDE HANDRAIL�) XZ C�N 41VA, 2. LOCATION OF EXISTING UTILITIES ARE BASED UPON AVAILABLE ro * INFORMATION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD 190.42 BS Q o 191.02 TS I . 1p4*. T T('i C�l I .. �fo 0 VERIFY LOCATION AND DEPTHS OF ALL EXISTING UTILJTIES WITHIN THE I in 190.40 TS 4.' Z M R ID 189.80 BS C.C�bl % THE PROJECT PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE 0 188 ENGINEER IMMEDIATLEY OF ANY DISCREPENCIES. 191 189.78 TS TJ . p \\, -'1� I N NOTE: CHECK EXISTING SEWER. WATER AND STORM DRAIN INVERT ELEVATIONS PRIOP 189.18 BS cp 188-13 p (.10 79, 9 7917 1 �5 TO ANY SITE CONSTRUCTION. 75,0 0.v .4 192.90 3. THE CONTRACTOR, SUBCONTRACTORS, AND EXCAVATORS MUST COMPLY WITH ALL 0 -� S6 0X \ PROVISIONS OF ORS 757.541 THROUGH 757.571 INCLUDING NOTIFICATION OF 4 3 ALL OWNERS OF UNDERGROUND FACILITIE'S AT LEAST FORTY-EIGHT (48) ASPH. x .4.44"-•--- .. .- . 1�. '.- * A BUSINESS DAY HOURS, BUT NOT MORE THAN TEN (10) BUSINESS DAYS, BEFORE 4 10 . I MATCH COMMENCING WORK. 4;v ... 190.80 6187.44 4. THE HEIGHT OF ALL CLEAN OUTS, MANHOLES AND SIMILAR APPURTENANCES CO WITHIN THE AREA TO BE PAVED SHALL BE ADJUSTED TO CONFORM TO THE NEW • 9 t ,, i - /� GRADES AND CROSS-SECTIONS. THE CONTRACTOR SHALL REMOVE THE EARTH \ Co AROUND THE CLEAN OUT OF MANHOLE WITHOUT DISTURBING AN AREA GREATER X1 . 4 THAN NECESSARY AND RAISE OR LOWER THE RING UNTIL THE TOP SURFACE IS '�A 6b n7 CIP 00 cl, WITH GRANULAR MATERIAL IN SIX (6) INCH LAYERS AND EACH LAYER SHALL .49 G AT THE CORRECT ELEVATION. THE EXCAVATED AREA SHALL BE BACK FILLED Tw.1 8�.00"� Ul.1 07 r.n BE THOROUGHLY COMPACTED WITH A PNEUMATIC TAMPER BEFORE THE NEXI Fen LAYER IS PLACED UNTIL THE BACK FILL OPERATIONS HAVE REACHED SUB GRADE 1,90 ELEVATION. 1vl 196)16 9 Ac in T 190 5. TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTE' TED AT ALL TIMES 8 '10 r . '10 REMO DURING CONSTRUCTION WITH ORANGE SNOW FENCING AROUND THE DRIPLINE. D.. V� AND tISPOSE 18 TW:189.50 SEE LANDSCAPE PLANS FOR DETAILS. RL-v. DATE BY OF rISTING BENCH. N 6 EXISTING FENCES AND OR LANDSCAPING OUTSIDE THE 'PR,)JECT LIMITS DISTURBED X _ X / v , �-� v OR REMOVED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED IN-KIND. 1,96.31;1 CONTRACTOR SHALL COORDINATE WITH INDIVIDUAL PROPERTY OWNERS. cp. AND GRUBBING OPERATION'-) SHALL BE REMOVED BY THE CONTRACTOR AND 7. ALL UNSUITABLE MATERIAL (SOIL) REMOVED DURING THE CLEARING 790 TW:187.50 DISPOSED OF OFF-SITE. 7 00 INSTALL SEDIMENT FENCE 8 ALL EXCESS MATERIAL (SUITABLE OR UNSUITAB!_E) NOT UTILIZED ON-SITE SHALL SEE SHEET C4 FOR DETAILBE REMOVED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE. 2) CONSTRUCT CMU RETAINING 12"PINE WALL. 9. PROTECT ALL EXISTING MONUMENTS, BENCHMARKS AND PROPERTY CORNERS. PROJECT NO. DESTROYED MONUMENTS SHALL BE REPLACED BY THE CONTRACTOR BY AT THE CONTRACTORS EXPENSE. 7 1�1 / w 10. SEED AND MULCH ALL STRUCTURAL FILL SLOPES AND ALL AREAS DISTURBED MDG4020 - 8"MA' .I E 0 1\4 DURING CONSTRUCTION. DATE 1 1�12712003 790 (0 11. PLACE 6" OF' 'TOPSOIL ON ALL, STRUCTURAL FILL SLOPES AND DESIGNED I SL SCALE- 1`10' - IN AREAS TO BE LANDSCAPED. JPR G ENGINEER CHECKED JRIBCD 10 5 10 12. REFER TO ARCHITECTURAL SHEETS FOR DEMOLITION NOTES (TREE REMOVAL_, EXISTING LIGHT POLES, ETC.). SHEET TITLE GRADING SHEET NUMBER Durham Rd. 11565 BUP2003-00445 C 1 13 of 18 NOTICE: IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, I-- ---11- -- " --- -�- 4 _ ------ �L- --- _1 �1 Si� I 9 10�-- 11�_ I 1�J C.lN1 No 3, IT IS DUE TO THE QUALITY OF THE L 9 BIT,, ORIGINAL DOCUMENT 13 LIZ ll '111111 I�l I I A,I I 5 E, 20A*2 CON�C. 1 75 PRS I Cj� � O rn �� O �n m r rn I () o 0 E r L. c0 r LL z O - o �_ v ` +n -- - I - L4- _u z :U U) Q O V) O p I O IY < N z CB Q V, I I` SAN MH -� m A��P t RIM 88.93 RIM 189.14 � O V)_ IE 185.4.3 _. co ��' C) 0 f'SPI i. AREA DRAIN IL 181 14 U � w I z LEGEND °� cn i W w o c� z � IE=187.37 -- _____.� _-_ � � N .� _ EXISTNIO PFi0P06ED V) 9.5 LF 4" SD 5-1.00% MIN. ot w CONCRETE SIDEWALK 0 C) "' z MAIL BOX PROPOSED STORM [] \ -fPGE - OVERHEAD ELECTRIC POWER W- PROPOSED WATER ---- ---_. - /� -USW- UNDERGROUND TELEPHONE 000TG PROPOSED CLEAN-OUT-TO-GRADE OUT-TO GRADE -G - GAS LINE - PROPOSED STANDARD CURB t�D PROF\ 1 I --W _ WATER LINE Q - WATER METERI►� i COTG 3 _ I ! _S _ �� , G E D� SEWER LINE. ® AREA DRAIN 9 111=186.98 -x- EXISTING FENCF CMU RETAINING WALL � TREE EcoN 1 0 L.F-6"S ® S = 0. 5% ,✓ ❑ CATCH BASIN . �• 4 _ . . . -- �a�--=-------- --•- \'., ---------- -. � SANT fARY SEWER MAN.-TOLE N2P. RE 4• CAS VALVE `� �P �� WATER VALVE EXPIRES 12/31/04 4 • . ° �r j FIDE HYDRANT COORDINATE WlTH� TIGARD WATER DISTRICT . • ,4 '` 4 .' •: °- �. t :• + =a y • + ,. •: • ° i �. INSTALL 12" X 6 WET TAP AND FIRE - • •- � - - - ' _ , . -.. ;, -- •- " . .. : •°-..' ' "• •� - �• � - q SIGN POST • . : �: HYDRANT ASSEMBLY COMPLETE. REFER CONECT TO EXISTING \��' EXISTING RUIUDING • • STORM DRAIN cn _ EXISTING CURB 0 DETAIL 542 ON SHEET C3• ., I ( ! I COTG 4 '. -;. +_ �. VERIFY LOCATION AND \ CHLORINATE PER TIGARD WATER DISTRICT - _ - -� 1 F7- EXISTING CONTOUR STANDARDS. CONNECT TO DS 3 - IE=AS REQ'D � 4. • CONSIRUCTIN. 189.3 EXISTING SPOT GRADE ELEVATION PRIOR TO l IE = 188.22 IE: 18 6.2 3 Ln VERIFY LOCATION ' cn41. WITH ROOF PLAN � � � ____•_ -�.___�_ ..__-_ I •______.__ _ 1 _ __--_ _ i0i .'. •:a '� CONECT 70 EXISTING - --t- 2 -• STORM DRAIN 6 ASPH. cn VERIFY tOCATION AND PR POSED BUI DING ° - "_ ELEVATION PRIOR TO o F E D FF-19.22 C B A CONSTRUCTION. (IE: 186.47) u) CONNECT TO S #2 CONNECT TO DS 4 p • - = _ IE = 188.22 IE = 187.22 SPRINKLER - VERIFY LOCATI NS ' VERIFY LOCATIONS' CONTROL4. - 1 WITH ROOF P N. _ WITH ROOF PLAN. eox y c 3 4 CONNECT TO -UII_DING I I SANITARY TO EATING a- - SAN MH z WATER SERVIC SEE ARY SEWER TUB. 4 RIM 188.69 r PLUMBING P NS FOR ASSUMED lE = 1 1.2± IE 180.29 GENERAL CO Z . - • NSTRUCTION NO'T'ES o D.C.VA. LOC A ION. VERIFY LOCATION AND _ .------- _-_.S _-..A-___-- ---_-_---_-_----�5.-__-_ F 3 SAN LAT. - (THESE NOTES APPLY TO ALL CIVIL SITE WORK CONSTRUCTION PLANS) m W DEFLECT PAS STORM ELEVATION PRIOR TO PER AS-BUILT CTG #2 f C1 r37 39 AS REQUIRED. CONSTRUCTION. " - 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF TIGARD 0. I _-�. _ _ _. . .6% MIN. r W' AREA DRAIN OF THE OREGON UNIFORM PLUMBING CODE. 0 w►l` W RIM=189.50 _-t:7 =- 2. LOCATION OF EXIri11NG UTILITIES ARE BASED UPON AVAILABLE 1 IE=187.75 I I -. I INFORMATION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD 1 COORDINATE WITH TIGARD WATER DISTRICT `'� 8.50 LF 4 SD ' A '� VERIFY LOCATION AND DEPTHS OF ALL EXISTING UTILITIES WITHIN THE 25.5LF 1.5 INSTALL 12" X1.5" WET TAP, it 5=1.00% MIN. ' �- � � •' WATERLINE, 1.5" WATER METER, INCLUDING ("o, -" THE PROJECT PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATLEY t k 1 I :a., �. OF ANY DISCREPENCIES. BOX AND METER SETTER. INSTALL, AND J 1 NOTE: CHECK EXISTING SEWER, WATER AND STORM DRAIN INVERT ELEVATIONS PRIOR t 1 �, ` P TO ANY SITE CONSTRUCTION. O CHLORINATE PER TIGARD WATER DISTRICT � � _ � - •�- 5 - - � '• , G ��.= V - • � STANDARDS. CONTRACTOR SHALL SUBMIT ' •- ® 4 3. THE CONTRACTOR, SUBCONTRACTORS, AND EXCAVATORS MUST COMPLY WITH ALL CITY APPROVED WATER METER BOX FOR o� CONNECT TO DS 1 „• a APPROVAL PRIOR TO CONSTRUCTION. , 5 �� o IE = 188.22 I -' C PRON,ISIONS OF ORS 757.541 THROUGH 757.571 INCLUDING NOTIFICATION OF \\ COORDINA E WITH UTILITY �� ALL OWNERS OF UNDERGROUND FACILITIES AT LEAST FORTY-EIGHT (48) �r ASPH. REFER TO DETAIL 521 ON C3. t�' VERIFY LOCATIONS COMPAN' TO RELOCATE �'•° ' %.' '-y WITH ROOF PLAN. :. • // % BUSINESS DAY HOURS, BUT NOT MORE THAN TEN (10) BUSINESS DAYS, BEFORE I EXISTING VAULT OUTSIDE 4�' �' COMMENCING WORK. OF BUILDING !N LUENCE ZONE. - �' _ 4. THE HEIGHT OF ALL CLEAN OUTS, MANHOLES AND SIMILAR APPURTENANCES COT & _ 6 J' WITHIN THE .AREA TO BE PAVED SHALL BE ADJUSTED TO CONFORM TO THE NEW E=187.65 • : • f r 1 ' - ' • -- - -�� - •- .= - , // \ GRADES AND CROSS-SECTIONS. THE CONTRACTOR SHALL REMOVE THE EARTH ONNECT TO DS AROUND THE CLEAN OUT OF MANHOLE WITHOUT DISTURBING AN AREA GREATER � ;- .- 1 = 187.22 �G THAN NECESSARY AND RAISE OR LOWER THE RING UNTIL THE TOP SURFACE IS \ ERIFY LOCATIONS r� 7 �`�� COT 5 AT THE CORRECT ELEVATION. THE EXCAVATED AREA SHALL BE BACK FILLED WITH ROOF PLAN. (0 _ r WITH GRANULAR MATERIAL IN SIX 6 INCH LAYERS AND EACH LAYER SHALL \ !E=186.98 ( ) 4D� ��, gni BE THOROUGHLY COMPACTED WITH A PNEUMATIC TAMPER BEFORE THE NEXT LAYER IS PLACED UNTIL THE BACK FILL OPERATIONS HAVE REACHED SUB GRADE ! ELEVATION. _ CH / c0 Xl - j/ 5. TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED AT ALL TIMES -IE-18-7 12 /' DURING CONSTRUCTION WITH ORANGE SNOW FENCING AROUND THE DRIPLINE. (APPROXIMATE LOCATION PER SEE LANDSCAPE PLANS FOR DETAILS. REV. i DATE �� .r-= -`lam - 11GA.RD WATER DISTRICT MAP) b EXISTING FENCES AND OR LANDSCAPING OUTSIDE THE PROJECT LIMITS DISTURBED I I NOTE; �s. OR REMOVED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED !N-KIND. 12"DI WATER MAIN CONTRACTOR SHALL COORDINATE WITH INDIVIDUAL PROPERTY OWNERS. I IN STREET NOT SIE . _ � LOCATED THIS N\ � � > -� �� - LSURVEYOCATE �� y � GRA �� \ �� ' 7• ALL UNSUITABLE MATERIAL_ (SOIL) REMOVED DURING THE CLEARING 1 AND GRUBBING OPERATIONS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF OFF-SITE. I -1 8. ALL EXCESS MATERIAL (SUITABLE OR UNSUITABLE) NOT UTILIZED ON-SITE SHALL O� \ BE REMOVED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE. 12"PIN[: )IE � �.. \ 9. PROTECT ALL EXISTING MONUMENTS, BENCHMARKS AND PROPERTY CORNERS. DESTROYED MONUMENTS SHALL- BE REPLACED BY THE CONTRACTOR BY AT THE PROJECT NO. c1L234 18"MAPLL--= CONTRACTORS EXPENSE. MDG4020 0 ;� 10. SEED AND MULCH ALL STRUCTURAL FILL SLOPES AND ALL AREAS DISTURBED w - z --- DURING CONSTRUCTION. PATE � 6/27/2003 SCALE: 1"--10' 11. PLACE 6" OF TOPSOIL ON ALL STRUCTURAL FILL_ SLOPES AND DESIGNED I SL 1N AREAS TO BE _ - '- LANDSCAPED. ENGINEER I 1PR 10 5 0 10 12. REFER TO ARCHITECTURAL SHEETS FOR DEMOLITION NOTES (TREE REMOVAL, EXISTING CHECKED I JR/BCCA LIGHT POLES, ETC.). - SHEET TITLE - --_ --- U MITY SHEFT NUMBER------ Durham Rd. 11565 BUP2003-00445 C2 14 of 18 . .._. NOTICE- IFTHE PRINT URTYPE ONANY 1111111� 1 � 11111f 111 '111 IIIA�•,I fllil�l (1 ; 1111 I � flll(,1111111 IIIIIII VIII I Ilillllilllllll 1111111 VIIILI IIIIIII IIIIIII IIIIII111Il11 i ! 111111 1111! 11 IIIIIII Illllllil ' lllllllllll I IMAGE IS NOT AS CLEAR AS THIS NOTICE, lI 1 -- - 3I_ - -_41__ __ I ! I 6 I i 7 I g I 9 1Q C,Z,'rl 5` ,ZppS �____ IT IS DUE TO THE QUALITY OF THE No.39 _ _ ' ORIGINAL DOCUMENT E 6�r ejjz Lz 9z z 6z f.z Z i8 oz 8I B1 L�T 9i 9T ibt SI Zt It i , 8 S Ll_Jll_ltlt�L £� T I 111. � 1I11j ul�.u�u�� 0 N Lin c0 FILTER FABRIC MATERIAL FILTER -USE STITCHED LOOPS °' o0 0 M ERIAL FABRIC OVER 2"x 2" POSTS NON--SHRINK GROUT U r� Ir 36" WIDE. ROLLS MATERIAL_ CLASS D CLASS C L ~ En L. ca � STANDARD CAST IRON Z. o - cn MOUND gEXCESS NATIVE CLEAN-OUT FRAME AND GUVER ^� STANDARD MANHOLE _ MATERIAL L OVER � � / TRENCH TO U i SURFACE RESTORATION "or ALLOW FOR SETTLEMENT - \ GRADE RING � cO AS SPECIFIED ---- - " 4 • ' t - ;r _ti:: ' ...` �. aT4" MIN. o7 Z c0 c°T ///�i!!� _ _\ io 9 4 9 9 4 j/ ��\�\ FINISH GRADE �° o• o "a I jam _ c 4 /�� /�\ 2� oo . /�,. / n o _ _ e u) \\ \ n % °�° 6" THREADED PLUG 6'MAXIMUM SPACINv �/ 4 0 / °° 4 ° w ao 9 / \ ° ° 8" X 6" THREADED REDUCER � cn UNDISTURBED �� /�� o �� / ��\ 6 o° = ° 01 FRONT VIEW SIDE VIEW EARTH `\`\\a \\�\ o /�� \\�� NATIVE MIN. a W o NTS NTS ��' `� 51 I�� BACKFILL �' °„ °D .o a. (D of COMPACTED ��\ C O/�// / / od�;�q�o�•`• PROVIDE 3/4"-0 FOR A z 3/4"-0 \/ , �� d /� / \�/�\�" U U o MINIMUM OF 6" AROUND N _ CRUSHED ROC / �� 9 0 /�/ / //% O X04 ---- -CLEANOUT -- --ANGLE BOTH ENDS OF FILTER FABRIC �// `�� p O a ,� /�/ //"\< \ UNDISTURBED p PROF FENCE TO ASSURE S011_ IS TRAPPED NOTES: /\�' ` / \� F .TH q4 s �° 4 /�/ 4 4 // W P 1. BURY BOTTOM OF FILTER FABRIC 6"� VERTICALLY BELOW FINISHED GRADE. 0 \ cr_Zu__ Q7° ' 2.0'--- SIDEWALK ADJACENT TC] CURB2. 2"x 2" FIR, PILJE OR S'fEEL > e �° te' CAST IRAN 910INTERLOCKED FENCE POSTS. \ Q `� 441 \�� Cmoa -J ® VALVE Bax rQRyy 26,BREAK FLANGE SIDEWALK ryq2"x 2" POSTS 3/4"-0 ' �� q �� PIPE O.D. :a•bo � 18' 3� MIN. N P. 3. STITCHED LOOPS TO BE INSTALLED CRUSHED ROCK \ 441 O ``\ PLUS 6" \� ° . MIN 6 MAX. AND ATTACH DOWNHILL SIDE OF SLOPE. " - -- - / /04 TOP VIEW `• ; EXPIRES 12 31 NTS 4. COMPACT ALL AREAS OF FILTER FABRIC 4 9 Q / 4°•' --- -� TRENCH. O 4 1 1/2 4' DRAIN ROCY- O 4 9 ° o � ° p TAR PAPER (MOISTU ;, �n D ae' CD R•vo ,,• `�.�ri ° 0•�:4a n A <,} Q // o a. ° D . °• . . • �°�> o�,•��°'� ° ° �u 6' DUCTILE IRON PIPE SEDIMENT FENCE :° „ ° °. 4 s o o e o o °a D - . ^ RESTRAIN ALL JOINTS W/ `'�` - °aoD�� °' `•° ° ° 'FIELD LDK' OR EQUAL GASKETS N.T.S. \\\ ;\\ 3(4"-0 0 PE BEDDING o; ° 6' MEGALUG RETAINER \ 2 EACH ° ao °°• � GLAND (EBAA IRON) DUMP STRAPS 4 MIN. FOR PIPE SMALLER THAN 18CONCRETE PIER 'v o.=o°. ° p ` G v C' !J L� `{, "�.�"�I� o� BLOCK 6 GATE VALV EXPANSION 6" MIN. FOR PIPE 18" AND LARGER °o`;;o �° d D a 4. Q v ' d " v °o v .Dr�•'Qo ° FLG. x M.J. a o°` V =1 D o u0 , BAG DEPTH D " ° ' 4 ° SIDEWALK WITH CANTER RESTRAINT � 4 �• •.� "4 � 2.0' (1/4" NYLON ROPE, to Top of Pipe - d ` v STRIP AT CURB " M.J. x 6 FLG. TEE 2 FLAT WASHERS) � TRENCH BACKFILL o CONCRETE ENCASED SIDEWALK N.T.S. BOTTOM OF WYE ____�6' MIN' BREAK FLANGE U ' MAX, BAG DETAIL 3/4"-0 FOR PLASTIC PIPE �, TACK ALL EXPOSED MATERIAL W + 12" NOTE: CONCRETE ENCASE ENTIRE WYE SECTION AND 45' BEND IF CONCRETE PIPE NOTE, �� -- PATCH AC TO GREATER OF 3" 6" 6" 1, HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(QR APP'D EQUAL) 6' MJ, 5 1/4' OR EXISTING THICKNESS EXISTING AC %^LEANOUT MVO 3 PORT - TWO 2 1/2' PENTAr;ON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING, 0000 DUMP STRAP A. OIL RESERVOIR THICKNESS -� SAWCU STANDARD S. _ B, BRONZE ACTUUATION NUT in C. BRONZE SEAT RING INSTALLATION DETAIL N.T.S. D. WEATHER SHIELD CAP � j Z 1 REBAR FOR- ,, =� ---- ---- ----- --- BAG REMOVAL - E. SAFETY SLEEVE COUPLING5 FROM INLET F, THREADED NOZZLES WITH 'O' RINGS � -DUMP STRAP CURB JOINT VARIES 2. SAFETY. ATIONAL CHAINS STANDARD THREADS Q In In SEDIMENT CONTROL BAG o 0 A o 0 0 0 0 0 0 0 � J "SILTSACK" OR EQUAL- _ _ ` �� O o O 0 0 o O o 0 0 ° 00�0 0 0 ° 0 0 o O O (SEE NOTE 4) 3. HYDRANTS TC] BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED O 7_ OF 3/4 -0 BY DISTRICT FIRE MARSHALL,000000 0OO 00 O 00 A O 00 O O0 00 O o0 O O 00 O °00 00 ROCK 4, HYDRANT T❑ BE INSTALLED TRUE AND PLUMB. r op 000 O Qo o O�0 0 00 0 8 ° OOp000 o O S O O O Oo O O 5. NO OBSTRUCTIONS WITHIN 3' 0' RADIUS OF HYDRANT. o0 0 p o o �� 2% SLOPE Q O O ° ° o o �. 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. j \ O�pTti 00 000e00 OO ACCESSWAY a' '':"r :�.:•- 4 /\ 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO, 503 OR AS APPROVED00 �. 0 P 00 O o /, ,.��.• BY ENGINEER. O O o O 8 \ ,\,\,.\�\�\\ \� \;�, 8, THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. \ \ 00 OOH ° O 3 4" - 0 - SEE NOTE 5 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) EXISTING o0 Q 000 / ON THE 4 1/2' PORT, BASE ROCK 0 000 O o SCAU Cb 00 o CRUSHED ROCK BpElly_�K ApUACENT TO Cly COMPACTED SUBGRADE ,,o 0 0 00 00 °0 ° o N� �'1�■ �I�. �..Ilo�.. FIRE HYDRANT owc. ra. 0 0 0 ..`« O CP O 0o 000 Q)� 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH ,,,,, �°.��, _ INSTALLATION 542 ' -- - 00000 0 oa o OF 4000 P.S.I. AT 28 DAYS, SLUMP RANGE OF 1-1 /2" TO 3". ano,u10 CB STYLE LENGTH WIDTH DEPTH 0 O ' - - -�- BEDDING 2. PANELS TO BE 5 FEET LONG. COB Single 32.5" 16" Varies , x C��Double 5 27. Aries 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY SAG2 - 32.5" _ 27.5 -Varies= APPROACHES, UTILITY VAULTS, BACKFILL COMPACTION WHEELCHAIR RAMPS, AND AT ti * 4' UP: 95� SPACING NOT TO EXCEED 45 FEET. - * 4' DOWN: 90% 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE DETAIL OF INLET SEDIMENT CONTROL DEVICE (PER AASHTO T-99 SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL - ) BE A TROWELED JOINT WITH A MIN. 1/2 INCH RADIUS. of; BEHNJ `.7uE`,n'alx NOTE: _ of; B>={+luD r-urail 5. SIDEWALK SHALL HAVE A MIN. THICKNESS OF 6 INCHES IF IT -� "''- AHIEN NO S100NA � 1. THE DIMENSION CHART ABOVE IS FOR STANDARD CATCH BASINS AND INLETS ONLY. THE CONTRACTOR IS RESPONSIBLE IS INTENDED AS A PORTION OF A DRIVEWAY. OTHERWISE FOR PROVIDING THE CORRECT SIZE DEVICE FOR EACH INLET. SIDEWALK SHALL HAVE A MIN. THICKNESS OF 4 INCHES. 2. FOR NON-USA STANDARD CATCH BASINS AND INLETS, THE CONTRACTOR SHALL MEASURE DIMENSIONS IN THE FIELD AND 2' cry 1 1;'2" ORDER THE APPROPRIATE SIZE(S). 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF MFTFR 3. THE INLET SEDIMENT CONTROL. DEVICE SHALL BE OF HIGH FLOW DESIGN (2200 GAL / MIN / FT ), AS PER THE SIDEWALK WITH 3" DIA. PLASTIC PIPE AT 2 % SLOPE. MANUFACTURERS SPECS. CONTRACTION JOINT TO BE PLACED OVER PIPE. 4. THE SEDIMENT CONTROL DEVICE SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED A MINIMUM -CUT ASPHALT REPAIR OVER TRENCH 7. FINISH WITH BROOM AND EDGE ALL JOINTS. ONCE PER MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 5. SUBSTITUTION OF A SHEET OF FILTER FABRIC PLACED OVER THE OPENING OF THE INLET IS NOT APPROVED. N.T.S. PRIVATE STANDARD SIDEWALKffj - _ /" F L(; X ;;(IL -HLS1,i)(;,N %N(:LL SILT-SAC INLET PROTECTION GRATE FRAME N.T.S. I 573 (FITS I ',r? " tP^i_ICtT10F.S� REV. -DATE I BY �. N.T.S. - .� i M,I x )Alyrf;,r; _ 2" Tr r �- C4;PP)_k PIPE � ATTACH CAP UNIT P/L TOP OF WALL 12" OF TOPSOIL 15" WATER SEAL 6" - I I 1 " 1 8 SLOPE TO FRONT ELEVATION AS (MIN.) 3;1 _ 2 � / DENOTED ON PLANS 111 - - J--- 1 3 OR 4 NO- COPPER BFH��, - Mairy f uC 11 AS NFEDF]l VARIES � Ille=�11-X111=-�� - HUB CONNECTOR � � SEE SITE PLAN _I_!.(�1--11 I��.� �` � -------�----- 11 1 _ " .. H L 7r ulr- K t"d4Af'ri[SSby �fxtr 25 24 4" 6" q 1" RADIUS ON THE PAVEMENT C��PUEs RY TM_ :.ITYj - • � � .44- A 'i"-1/4" CLEAN WASHED _ :�- :-• .,.• DRY STACK RETAINING '4 46.4 A4• �� • aA b-4, DRAIN ROCK BACKFILL. 15 WALL USE (KEYSTONE-\ 4 AA " 3" OR EQUIVALENT) -f- p°adA;44 �A°•,4; BACKFILL �- - 3" CLASS C AC--�.� __ -__ __ NOTE: 1. THE TOP EDGE TO BE ROUNDED OFF PROJECT NO. I �' A A As -4'A' . " 14" (2 LIFTS) _ -� '. ,. 4 4"• 'A" ' A• aA 16 SIDE AND 1/4" RADIUS ON THE MDG4020 BOTTOM OF WALL 7 44 A°A"•'A�;4 oA �}} ( 8" OF 3/4"-0-------*, LANDSCAPED SIDE. I µt•TC HEIGHT VARIES ELEVATION AS " A.4 a A NATIVE J : . .. 1. CON !RACTOR ICJ NSTAL- MJ X Tal'nE0 2" IEES Al 90' AN�;kS 'U ME EER -�- SEE GRADING DENOTED ON 2 •4.4•a e 4 A- -A AD SOIL. _- CRUSHED ROCK - 2. CONCRETE SHALL BE 3000 PSI, r(�ra 11ON IciRlmvrAf a� LF%1 r. I DATE 6/27/2003 PLAN SHEET G1 PLANS °', A•'A1-4°A•AA A C WITH A 2" TO 4" SLUMP. -- --1. _- _ 4A A4 A AAaC - _ 2.. Cl1Y 10 nfi0`s13_ 7' iHFi1:�1C 3Y :.'QMF'REKS!CMI CCRPERATION Sir) 101 FIE DESIGNED I SAL _ I -� -- �• � _ � '� 4:� •'-. ' ' "T�. ,C'�`1Tfi ti�r^r f^ TC iT IdAIA Vi'Jr,ars• S !r,STAI ENGINEER I JPR A•4• 4 4A.4, .4; b, ItiS�rd.IFF. 11Y ti,.QNTRA^ 1. •'t. � „ . � ' 'A'°4AA°AA < SPECIFICATIONS -12" 3. CONIPAC TOR TO MARf•( OCAT'04 rr �f��s. •a+T1 f A. 4xa PAiNn 9f.!ar. EMBEDMENT AS REOD. A AAS•a 1A• CHECKED1_JR,�BCD �- COMPACTED EARTH-- / / A. ')IY war 45! .LL ,All CCOPPER P11" & 1-II NC.!; r-JC;M V14N 10 Mtl4ra L:D'A GN - -'- 1. ALL STEEL WELDED CONSTRUCT;ON. / i 6 � 2. 10 GAUGE STEEL MINIMUM THICKNESS95� (ASTM D-1557) SHEET TITLE -------- - 111 11_1=1�1 - 3/4"-0 AGGREGATE 3. COATED INSIDE AND OUT WITH ASPHALTIC PAINT. 8 3/� _43 DETAILS 11 - ROCK LEVELING ��;.��», erx�laewr ' -111 1 xGUET N P, n•�N4s BASE. (3'x6") ---- n _. z & 112 n v�� 1 ` qIH a. wu i(.va ..-._-.._e - opt 17i - BABY LYNCH STYLE CATCH BASIN �;°"`� �"n MI1R^N ,oA� wnr Ek s E IiVI�;E SHEET NUML�E-R-- SEGMENTAL UNIT RETAINING WALL _ _ STANDARD CURB AND PAVEMENT SECTION �rY Or "' `� A-�[AT _ r' NTS Durham Rd. 11565 A.T.S - N.T.S. B U P2003.00445 C3 __ ------ ---- ----_ ---...�--- - _ -� _-- - - - -- -- 15 of 18 - ----- - -- -- 11.1 flops-_ r I r I I I � r :,mom"' •• _-.-r,.. NOTICE: IF THE PRINT OR TYPE ON ANY I III ' I III III I I I I I I I I III I I III I I III l l l III III III I I III III III III III III III I I III III .I I III III III III I I III III III III III III I I I I I I I I I III VIII I I I I I I I I I I I I I I I I I I I I I T�1,�1 s ,goo IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE _ No 3enFrIlmn ova. oar ORIGINAL DOCUMENT � E 81Z -BZ LA�ZY 9Z �Z - ti -- TZ - 0Z 8l -8I L�i 9t 8ii---ETT- ZI IT T __._.8' 8_ L - - 9 - 4--- it SA- Z I�zlli POP IIII�IIII�1111IIIIIIIII�IiII�IIIIIIIII I� 1111twilil'tilillil III IIIIIIII�,lll. 11l�llllIIIII��I I I IIII�I II I II�IIIIIIIII�I II�IIII�IIII�illl�llil�l IMI �� I�I II �� I I III III III�IIIIIIIII�IIII IIII�III�IIII�IJIIiI1U11111��JJ1J�1J11��llWllLl.Illll.1111ll III , MILDREN DESIGN GROUP, P.C. ARCHITECTURE a SPACE PLANNING 7650 S.W. Bevelan(i Suite 120 Tigard, Oregon 97223-8692 (503) 244-0552 Afghan Associates, Inc. 2 < > .T3 ?4 6> 6960 SW Warns St. Ste. 200 ?I Tigard, Oregon 97223 (503) 620-30,10 101-01, d I I � I I ' I I I � I I I 1 � a I 14 E=], 5 b CID --014 --02 -- - ------------------ ---------- ---- -------- L 13 < I r------------------------------- --4------------- --------------- ---------- ii 12 _ � I I i j `^ _ II �' 1TP� U C 7 U p pp.fir Q3 3 00 < < 13 x 10 yq Gtr17, ID R. EXPIRES: 12/31/03 Imo: 15 TE-660% T55604- TS31/,x31/,x3/. 121 SIMPSON HD5A T531/2)(31/2 x3/*-- --L TYPICAL EA. SIDE net-: TYPICAL 10 1 1 1/2 12 :2 GL63028 GL(611448112 GL6314 X21 < .-D T --"A 4.1 > 65X5X3/*-7 T55X5x3/*--' Doug Fry 'Awl T 0C SIMPSON P ®r- I I U212-2 Tfr. HANGFF< m Ln 10 T 2423 Remington (-'t. IT -r-- 13 13 E x. < 0 I West Li-in, OR 97068 3 x ��4.1 T*yr. Buildiflg F Tf.-6x5x3U I L -----•-------- ---- ------ - 7 12 GI-514421/2sIMGL51/sx,21 ------ ------------------ ---------------- ---------------- 54. T5560,u- < x- 4 3 E-2-� C" 15 64.1 1 1 1 64. LIN 99W & SW Durharn Rd. I 1 la / or-103 - Tigard, Oregon 2 13 13 13 IL ------- -------- ---------- 11 -------- - ------------------•-------/-------- --- sheeti e: 54, 54. ---@ Tp. Typo. Foundation y KEYNOTES: Plan and FOMATION PLAN 2 ROOF FRAMING FLM I. PREMANUFACTURED TRUSSES AT 2'.0'' O.C. RootTraming 2. FREMANUFACTURED HIP TRUSS Plan '%2FOLN 5SALE- 1'..0" 52.1 062R40a SCALE: '/all 11-o" 3. PREMANUFAGTILIRED GIRDER T"5 NORTH NORTH 4. 4" CONCRETE SLAB LU/FIBER MESH OVER 6'' CRUSHED FOOTING WH :)ULE ROCK BASE. TYPE LENGTH WIDTH DEPTH LONG'TUDINAL TRANSVERSE REMARKS 5. ADD (1) '5x15'-0" AT TOP OF FOOTING. ''L'' luill 'Df. REINFORCING REINPORCIN(b Revisions: 1l-411 (5) %x18'-6" BOT. 04 a I1_( it 0'(- PLACE TRANSVERSE STEEL MAT INSIDE 6. ADD (1) 05xI5'-0" AT BOTTOM OF FOOTING. (5)'5x18'-b" TOP - TOP I BOTTOhl LONGITUDINAL STEEL 1. T-O" SQUARE BLOCKOUT @) 0 -01, 61-01, 11-01, (5)SX51-6" (C)-+ 11 "5x4'-01, 8. 48 DF*2 4'-6" 4'40" -01, (4)05x4'-0" (4) :0) CONT, 1'46" (2)5 TOP 4 30T. SEE PLAN FOR ADDED REBAR AT SPEAR '�JALLS 11 CONSTRUCNk"114 !DINT 10. SA'U'CUT CONTROL JOINT 11. V F-L.YLUOOD APA INDEX 32/16, STAGGER JOINTS SHEAR MLL SCHEE)ULE to M 12. GL51/ex131/2 TYPE HOLDOLN END PL"'LU00rl NAILING AT SILL ANCHOR,� EACH END STUDS PANEL EDGES 13. GL5'/exI0I,'2 10 14 in.14 A 6X6 Na" EACH SIDE !0A 21/," O.C. 3/4110 f i'-3110,C. 0 Iod 6 31"2" OL. 3/411� 0 31-01, 1.4. 2'-0"xT-0'' COWER BARS IN FOOTING AFGHAN ASSOCIATES, INC., 2003, ALL =2 HDbA (2)2X6 I%" OUTSIDE RIGHTS RESERVEDC L11 HD6A (2)2X(o sks'' OUTSIDE Ioe 6 51, O.C. 3/A',t 0 3 -0 a ExrEND TOF- AND BOTTOM STEEL 2'-0'' INTO SPOT THESE DRAWINGS ARE THE PROPERT�' OF ----1- FOOTINGS AFGHAN ASSOCIATES, INC AND ARE NOT 1. AT CORNERIC USE (1)HOLDOLN, LAR5ER SIZE. F�OTW PLYWOOD TO BE USED OR REPRODUCEn IN ANY SHEETS MU61 NAIL TO HOLD DOWN 5TUD5, MANNER, EXCEPT WITH THE PRIOR WRITTEN 2, DO NOT COUNTER SINK BOLTS. ADD STUD IF NECESSARY 16. (3) 2x6 HEADER AFGHAN ASS11CIATES, INC. 1111 TO RECESS Date: 5/29/03 3. NAILS MUST BE EXACTLY 2'1/4" LONG OR USE 3x6STUDS. 11. (2) 5IMP50N, H3 EACH SIDE FROM G1.31/j, To GL51/s 113. SIMPSON LSW To TRUSS Drawn bv: Checked bN: Clf FIRA LEGEND: Job Number 102234 r--= cILYWOOD SPEARUJALL Sheet Durham Rd. 11565 BUP2003-00445 Permit Submittal - May 2003 S2. i 160f 18 3 \11 ,1011 NO. 96062.01 'M� NOTICE- IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, -31 8 I 10 IT IS DUE TO THE QUALITY OF THE No 36 IIII�IIII�8IIIIIlIIILLlIII 1111 119 V -19 -- ----- 8 Ji -I,- ORIGINAL DOCUMENT 11Z 0 9 6� 11 VIII III 1 11111111 1111111 IIIIII11i111ll £ i END CONDITION PER SC�4EDULE MILDREN DESIGN GROUP, P.C. - A 1 ARCHITECTURE - SPACE PLANNING 2x6 STUDS 1 �M 7650 S.W. Beveland, Suite 120 � '-0" O.C. - --- - - �+oLDOILN Tigard, Oregon 97223-8692 (503) 244-0552 DO NOT XA7ERSINK -,, '1"4 MB- (i" ND14A) I 1 I ADD STUD !F NECESSARY ��,� _ _ I Afghan is St Ste 200ociates, Inc. 3� c A.B. SEE 5.;,EDULE PT 6960 SWVari 1xb 3'' ° AB. P.T. 1xb ; Tigard, Oregon 97223 CONCRETE 5-AB /—POUR SLAB THROUGH (503) 620-3030 / I CONCRETE SLAB - "a CONT, b" STEMWALL STEMWALL L \ - - a: � � � +Isr� � r � � + II 1 a� 9" MAX. _. __—I I , a ° I STEMWALL BEYOND '' '' -04 CONT. ...., "; �'� I a a „�„►u LY a, �aa� a� � aa i✓ , ��kF. i i i SOP OF FOOTING fi.phi r t•,Ont�' �"o�j4r upk :p 04 0 1 -0' D.G AT 1 v I I n �� am • ," n v - SUEAR WALL I ONLY 1 " I r FOOTfNG ,aL VtUCTUq I I — . --- --— FOOTING SEE PLAN ay ' 0 - / s �p PRO,cF OV _' `r `+i�' r tr r? {y .. •� �1 "� O.G. / tyli 04 a 2'-0" O.C. M a�11 ~ „ o G yq ty17, �� P? FOUNDATION WALL 2 SHEARWALL END r3—%N\ SLAB AT DOOR 4 FOUNDATION AT STOREFRONT R. 062410' SCALE: 1'/2" 10'' 1 0624102 SCALE: 11/ : I' _ J4. 0" j4 06241®3 SCALE: I' 11-0" 4.1 0624104 SCALE: ; %0 EXPIRES: 12/31/03 I- =X6 Doug Fry CO UMN t b 1 � O % CsL5'/d 56 % 9" - o 110 -_ / 3x3 3/4 4" 916„ �; (4)3/4"0x8'% EXP. o ANCHORS I,�, ;E :xox' u — SAWCUT CONTROL JOINT +i SLAB DEPTH 2 1 II 4 - ''/B" RADIUS ® II ”" 2423 Remington Ct. COLUMN - _ - (2)3/a �x8'�� EXP. I - CONCRETE SLAB - SEE _ _ (TOOLED EDGE) ;; West Linn, OR 97068 BLOCKOIJT r ANGORS 5LAB/FCUNDATION PLAN n- - --- --�--- -- -- _-- TS COLiJMN 7 -- - A P '/2x5-dx5'i4 i fP j!�x'xl'-0" EA. SIDE --- 1/4 -- - 1 ' GROUT PAD s v ;yrs a� {aY� n a R'p� �1Eo ' Craa ti,o- Cep. ��, aY i,.,•n ,nY l.� h' � -___ I W/ (1)`'/B"b M.B. EACH I'1.I IeCl: — -- �tS;,MaW3�10 �t�Qnt+ 1aa •otofi4laP4n ,c+Gac� c;�aol� UaaUn GLU' Ah' T� - - y( c { a C9 ea �� c,« o� � a�g Gq` r, a � i?' •,'�T" ,s •, Dn�4t 8 r `� ,` 3/16 V !' P11 I _ �'L JL �� Il b'' CRUSHED ROCK BASE 3/4 - b" CRU5I4ED ROCK BASE 21/2X3/4 KEY I (2) 2xb IE 3i(,x3x5 W/ (2)-- I 753'/2 x3'/2 3'' `^ L) "10x3 WOOD SEE PLAN GLR SCREWS 6 11/2" O.C. EE------ _ --- 99W & SW Durham Rd. UNDISTURBED SOIL Tigard, Oregon Sheet Title: COLUMN BASE _ N �, CONTROL JOINT TYPICAL CONSTRUCTION JOINT 8 CSLULAI i - COLUMN CONNECTION .t, 0614105 &;ALE; 3/4' ° 1 -0' CJ'�-F 1 34 062410 / ' � CJ 0624106 SCALE: / = 1 -0 GJ' � SCALE: 34 = t'-ra" 062410a � ''/ _ � Structural{-Ura 1 CJ4_1 SCALE: 2 _ ., 0 l l-��Cl. ad is b" D.G. Det a i I \� RIP 4x4 BLOCKING _{ BETWEEN ALL TRU55E5 2,4 CRC•5S TIE �\ / (V _.0' O.G. I A) 166 NAIL;• I I � 10 1 NrO TRUSS �- E IMPSON A35 SIMPSON ST6224 -, DOUBLE TOP fE ` GL BEAM EAGI4 SIDE \ NO 5PLICE5 •, �RJ55 PIGGY BACK TRJ55 DESIGN ° • • - r .-- -- - _'.__.'_ • _� -_ � BY MANUFACTURER IF NEC•E55ARY fE 1%x1x1 EA. SIDE [revisions: W/ (2)%''0 -1f.5. 1 August 12, 2003 Revision for Permit 5/B" PLYUJOOD �I �` t : ' x51/i cb1/n GL 5'/B 91MP50N LSTA9a /4X5 1/4X51/4 +a SIM. IV, EA. SIDE CONDITION) -i' /- 2x4 FLAT BLOCKING 5"!r050N 'NA2g -_-__ = 8d 6" D.C. o ' I ---- a 3/16 V \ ® ii GL 51/P I lode 8" O.G. _ A34 TDP ^�� I IE 3/ax7x7 EA, SIDE BOT'•OM \ ° —_ -- - ---- --11----- - - -------- l _ — iI t l e 346x1xl'-0" EA. SIDE -- (fE 4X5 4X1 -0" I I LU/ (1) %"0 MB. EACH Ill? 2X3X5 4 SIM) GLULAM (2) 2X6 ROOF TRESS / AFGHAN ASSOCIATES, INC., 2003, ALL 3/Ib,/ RIGHTS RESERVED® I I P- 3406"/4 THESE DRAWINGS ARE THE PROPERLY OF I I ArCHAN ASSOCIATES, INC. AND ARE NOT 3/167- T55x5 - - - 3�b T.WJ31/2X31/2 TO HE UED NY MANNER, E C�TRWI HEPR�THEEPRIOR UCD IN �WRITTE N AFGHAN ASSOCIATES, INC. Date: 5/29/03 =' GLULAM - COLUMN CONNECTION PLYWOOD AT MECHANICAL WELL DRAG STRUT-TYPICAL _ �2 BEAM - COLUMN CONNECTION Drawn by: Checked by: �. 1_ 062410Q SGAL.E 1'/2 -0 m624n0 SCALE: !'/ -- j ' .7 0624M SCALE: 11/ = 1' 0'' <' / 2' JZ4. 1 0624112 5CALE: II/2'' - 1'-0' CLC 1'-1R.A Job Number:—� 102234 Sheet nf: Durham Rd, 11565 HUP2003-00445 17 of 18 Permit Submittal - May .2003 S41 q AAI ,LOB NO. 96062.01 NOTICE: IF THE PRINT OR TYPE ON ANY r I I III III III III 1 1 1 1 1 1 1 1 1 1 1 III III I I I I I I III 11 f I r l 1 1 111 I I I I I 1 1 1 1 III III III I I I III III I I III 1 1 1 1 1 1 I I! ' I 1 1' 1 1 1 1 ! f l l 1 1 I I I I I 1 1 1 1 1 1 Jill I I I I ill I -� i � l Iil I � 1 11 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 11 I I I ( `j I 6 I $ I I Yn I i l I 1� I_!(L/Y1 ` l _�____ IT IS DUE TO THE QUALITY OF THE N0,36 ORIGINAL DOCUMENT �E 8 Z 8 Z L Z g1 z 9 Z tjZ s Z Z I IIIIIIII►�IIII�I►II�IIIIIIII►�II�III11►�►I1111111�►Illi III I�I I II ILLI I�I!►I�IiI i 11llllll►+111II1 ZI1111►1017 �►I6IIltl11 � 1e11t IfiIII► S1 111 11I1 I111IiIII III i11►111Z111t t t I t 6 8 G 8 9 �8 t �u" II Illllllll�lllll Ill.lilllllll�II1111111�1111�1�11I1�U.U�1111111111ll111W.1111111IIIVIIIIIIIl1111�III IIINIIi i' MILDREN DESIGN GROUP, P.C. 8d 0 3" O.C. ARCHITECTURE o SPACE PLANNING; Iii" GLO&'RE 1E GL5 1 xlbiI 3�,xlxl W/ 7650 S.W. Beveland, Suite 120 ` 'Tigard, Oregon 97223-8692 _ CONTINUE GLPLYWOOD TO TDP fE %xbxl (2)%-0 MB. NAIL PER SCHEDULE - OF GLULAM (503) 244-0552 TO END Or WALL - - -V --- WELD AFTER GL51%xi01/2 4 1/4 �31ie" BACKER - GL5'44 BEYOND _ _- BLOCK ALL C PANEL JOINTS --------- ------------------------ ----------------------• - I Afghan Associates, Inc. - ------- ---------r I - --rT------ r- _ 3/lb�t _---/ I I I l i -------- Ei960 SW Varns St. Ste. 200 Tigard, Oregon 97223 1 4 1 .4 i 1 1 ® 0_ T85x5-�. (503) 620-3030 i I i 11 I I I I 1 ----- -� I- -lk 11 I I 11 I I 4 I -- 1 DOUBLE 2xb GL5'%x101% - l i 1 A34 TOP 4 BOTIC" •,l 1 3/Ib �----- --- �YP. GABLE TYPE I/2 PLYWOOD W/ Bd 0 b" O.C. __ -- i , ," 4 IE 1/2xbx8 3/Ib(/ TRUSS I i , I I I I I I AT PANEL EDGES t 1'-0" i i l i 11 i i �O (0fE 3 1ex8x10 EA. SIDE INTERIOR , 1 W/ (4) 4 4 M.B. 7%X5 4B 3 r �ti �--- C T 3/6 1E �x8x10 EA. SIDE- / t p U q W/ (4)34"a M.B. I I -1Q 3/*xlxl EA. SIDE $ �p PRAT - IE 1/2061/4 I W/ (2) �,"0 M.B. F +. TYP- / fE 3036',14 --- I ` G Nit - IE 11/2xbxl GL 31%xlbli2 3/16 - T55x5 - --� 3/I6 {TYP. / WELD AFTER TSI/O 1 �G'j�P I/4 5'isx10'�2" BACKER R. A 1 DRAG STRUT A-r GRID 4 2 DRAGSTRWT AT SNEARWALL 1 , " 3 GLULAM TO COLUMN CONNECTION : � BEAM ��ETS _ EXPIRES: 12/31/03 LI 0614301 SCALE: 1112" 1'-0" 0624702 SCALE. �2 - 11-011 0624703 SCALE. 1I/2II 1I-0" 0624204 SCALE: 3 - 1'-0" - , OL1 ne1': s L550 T-0" O.C. Doug Fry 2x BLOCKING no Y'. '1 GENERA,. NOTES METALS OREGON STRUCTURAL SPECIALTY CODE, 1996 EDITION 1. MISCELLANEOUS STRUCTURAL STEEL TO CONFORM WITH ASTM A36, 2423 Remington Ct. Fy=36 KSI, UNLESS NOTED OTHERWISE, 2. TUBE STEEL TO CONFORM WITH ASTM A500, Fv=46 KSI, West Linn, OR 97068 3. PIPE COLUMNS TO CONFORM WITH ASTM A53, GRADE B, TRUSS VERT. SNOW LOAD 25 PSF + DRIFT 4. BOLTS TO CONFORM WITH ASTM A307 UNLESS NOTED AS A325. BOLT • i �/ SEISMIC ZONE 3, Rw = 6 HOLES TO BE 1/16' OVERSIZE UNLESS NOTED OTHERWISE, WIND 80 MPH EXPOSURE B 5. STEEL WASHERS TO BE USED AT ALL BOLTED CONDITICNS, E roler.t: SOIL BEARING 1500 PSF ASSUMED ALLOWABLE 6. WELD STUDS TO CONFORM WITH ASTM A108. PIECES SHALL BE (2) 10d CONT. PLYWOOD W/ w AUTOMATICALLY END WELDED WITH MANUFACTURERS APPROVED Building F 8d 0 b" O.C. AT EDGES, COIISTRUCTION EQUIPMENT, I ''-0" O.C. INTERIOR,NO 7, WELDING TO BE PERFORMED BY CERTIFIED WELDERS USING E70XX 2x4 a 2'-0" UNBLOCKED EDGES 1, CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS, NOTIFY ELECTRODES IN ACCORDANCE WITH AWS STANDARDS, MIM,.AUM WELD ENGINEER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND 3/16' FILLET UNLESS NOTED OTHERWISE, ONLY PREQUALIFIED EXISTING CONDITIONS PRIOR TO START OF WORK, WELDING PROCEDURES SHALL BE USED, 8, ALL STEEL TO HAVE SHOP COAT, -SIMPSOAI H3 AT EACH 2, THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE 9, STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR REVIEW TRUSS, (2)AT GIRDER STRUCTURE DURING CONSTRUCTION. THE STRUCTURE AS SHOWN ON PRIOR TO FABRICATION. 2x4 • 2'-0" 2x4 CONT. - TRUSSES THE DRAWINGS HAS ONLY BEEN DESIGNED FOR STABILITY UNDER THE 10. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH AISC COMPLETED CONDITIDN, ANY SHORING DESIGN NECESSARY IS THE SPECIFICATIONS. 99W & SW Durham hd. RESPONSIBILITY OF THE CONTRACTOR, CARPEMTRY Tigard, Oregon SPECIAL INSPECTION 5IMPSON U24 1. ALL NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER AND `- (2) 10d 1, ALL WELDING TO HAVE SPECIAL INSPECTION BY INDEPENDENT LENGTH, NO BOX NAILS ALLOWED. i- - -- -- -- - -- - -- - - - - - -- -- -- - -- -- -- - �ileet "Title: TESTING AGENCY IN ACCORDANCE WITH UBC SECTION 1701, 5-5, 2. ALL NAILING TO BE IN ACCORDANCE WITH UNIFORM BUILDING CODE : N.OT 2. CONCRETE, REINFORCING, AND HEADED ANCHORS TO HAVE TABLE 25-9 UNLESS NOTED OTHERWISE. SPECIAL INSPECTION IN ACCORDANCE WITH UBC SECTION 3, ALL FRAMING HARDWARE TO BE SIMPSON STRONG-TIE BRAND OR Structural I. CONTRACTORS OPTION TO USE COMPLETE ; TRUSS WITH PLYWOOD BLOCKING BETWEEN. 1701, 5-1, EQUIVALENT SPECIFICALLY APPROVED BY ENGINEER PRIOR TO ALL EDGES MUST BE BLOCKED AND 3. ALL ADHESIVE ANCHORS TO RECEIVE SPECIAL INSPECTION IN ORDERING. G TO BE NAILED TO TRUSSES ACCORDANCE WITH ICBG REPORT, 4. LUMBER GRADES, 3LoucINDetails and WITH 3LOC d : 6" O.C. 4, ROOF NAILING AND STRAPPING TO HAVE INSPECTION BY ENGINEER -ALL 3X AND LARGER MEMBERS TO BE' DOUGLAS FIR #2 EXCEPT PRIOR TO APPLICATION OF ANY ROUTING MATERIAL, NOTIFY AT WHERE NOTED OTHERWISE, LEAST 48 HOURS PRIOR, -ALL 2X AND SMALLER MEMBERS TO BE DOUGLAS FIR #2 EXCEPT General �j- OVERN" SECTION WHERE NOTED OTHERWISE: t FOANDATIOV -GLULAM BEAMS DOUGLAS FIR 24F-V4 4 0624205 SCALE: I" • 1'-0" -ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR Notes a 1. FOOTINGS TO BEARON NATURAL UNDISTURBED SOIL. MASONRY TO BE PRESSURE TREATED, 2, BOTTOM OF FOOTINGS TO BE A MINIMUM OF 12' BELOW FINISHED GRADE, 5, PL YWOOD, -SHEATHING 5/8' APA INDEX 32/16, EXPOSURE 1, TYPICAL NAILING Bd AT 6' ON CENTER AT PANEL EDGES, 12' ON " caymTE CENTER FIELD. -- Rc\ lsicnns: 1. MINIMUM COMPRESSIVE STRENGTH AT P9 DAYS, 6, DRILL BOLT HOLES 1/16 INCH OVERSIZE EXCEPT WHERE NOTED -3000 PSI TYPICAL, LARGER. -2500 PSI FOOTINGS, 7, PREMANUFACTURED TRUSSES TO BE ENGINEERED IN ACCORDANCE WITH .1996 OREGON STRUCTURAL SPECIALTY CODE, DESIGN TO INCLUDE 2. MAXIMIUM SLUMP a' PLUS OR MINUS 1'. DRIFTED SNOW AND WIND UPLIFT AS APPLICABLE, TOP CHORD OF 3. MINIMUM CEMENT CONTENT 517 lbs, PER YARD 3000 PSI, 470 lbs OF TRUSSES AT MECHANICAL WELL TO BE DESIGNED FOR RANDOM 200 PER YARD 2500 PSI, MAXIMUM 20 PERCENT FLYASH CONTENT IN POUND POINT LOAD IN ADDITION TO UBC DESIGN LOADS, ALL CEMENT, SUBMIT TEST DATA FOR ALL MIXES CONTAINING FLYASH, NECESSARY HANGERS NOT SHOWN TO BE DESIGNED BY SUPPLIER. SUBMIT MIX DESIGN 14 DAYS PRILIR TO PLACING CONCRETE SUPPLIER TO PROVIDE. SHOP DRAWINGS AND CALCULATIONS STAMPED 4. MINIMUM CONCRETE COVER UNLESS NOTED OTHERWISE, BY ENGINEER LICENSED IN THE STATE OF OREGON, -CAST AGAINST EARTH. . . . . . . . . . . . . . . . . . . . . . . . . . . a3' CLEAR, -CAST AGAINST FORMS AND EXPOSED TO EARTH. . . . . . . 2' CLEAR, -EXPOSED TO WEATHER, , , , , , , , , . , , • , , , , , , , , , , , 1-1/2' CLEAR, -NOT EXPOSED TO EARTH OR WEATHER. . . . . . . . . . . . . 3/4' CLEAR, d 5, PLACING TOLERANCE, -PLUS OR MINUS 1/4' TYPICAL_ - AFGHAN ASSOCIATES, INC., 2003, ALL -PLUS D? MINUS 1/2' FOR BARS IN MEMBERS MORE THAN 8' RIGHTS RESERVED® THICK THESE DRAWINGS ARE THE PROPERTY OF -MINIMUM 3/4' CLEAR BETWEEN BARS AFGHAN ASSOCIATES, INC. AND ARE NOT M BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN 6, REINFORCING STEEL, AFGHAN ASSOCIATES, INC. -DEFORMED BARS ASTM A615, GRADE 60, ---- -- -WELDED BARS ASTM A706, Date: 5/29/03 -WELDED WIRE FABRIC ASTM A185, WELD STUDS TO CONFORM WI TN ASTM A108, PIECES SHALL BE Drawn by: Checked h� AUTOMATICALLY END WELDED WITH MANUFACTURERS APPROVED EQUIPMENT, CLC H R.� 8, ALL HOOKS TO BE IN ACCORDANCE WITH ACI 318, CHAPTER 7. 9. ALL SPLICES TO BE IN ACCORDANCE WITH ACI .318, CHAPTER 12, Job Number: 102231 CLASS B, UNLESS NOTED OTHERWISE, 10. EXPANSION ANCHORS TO BE ITW RAMSET OR EQUIVALENT APPROVED BY Sheet of: ENGINEER PRIOR TO INSTALLATION, Durham Rd. 115658UP2003-00445 18 of 18 Permit Submittal - May 2003 S4.2 3 AAI JOB NO f)fi(IW),01 ...,.•raw g1l�e�'�NbM�ws�s�,v>msm•r�.n�+�n.r-�sv^'r�enllexr^.., !alae! wynwnr+��tw'F'skM�dlt"l�Nlgtilh' ;.?l.n�%�AAMwWA+mxx,M....a;.1•"ar.^sa r:am;n. .H..awe,.yry!vwex�rl1N'NST!Y^a ,".r :nrMMptwm-m...,.-,,,. NOTICE: IF THE PRINT OR TYPE ON ANY 1 1 I 1 1 1 III I1I I II I I___1_1 1_1 �I_II Ill Ill V Jill I 41IMAGE IS NOT AS CLEAR AS THIS NOTICE b 1�t itl _ IT IS DUE TO THE QUALITY OF THE No 39 ORIGINAL DOCUMENT t1i 8zz Ljz 4!z z 6z �tty7, Gt [ 6i st zri �I� iII IIilllllllll .�IIIIIIIIWIIIIIIi � I�►IIIIIIII�IIII 77777777 IIIIII�II�I.�I 111111111►► 11111111►111111111 rM