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'F f, .;A : P.;',�I• y"�,:'._ Y , ., r. Jim , i lwqw"ul , r ' ' I .., ,.\..1n n.! 1 L 'i . • . + • • , ^ r. . , _Y T ,:"..n Z7'. •I'" t gyp.. ' , T J • .,:_.. .k. ....{,..:7 �� „ :, `'Y.,.:,•.1 .,r '.Y'f'_.... 1,fir. n, -.u_1 .. _.,.,_ i 1YA_u M .- . . 9 . r1. .1. a ,_•..__.dY•lava{.a.,,,aelf .rY Y.,,.•nA�7 - >- . :. r•. A, Y�\,Yz rre..w, Y'•iWfid'Ar�.:Sidh�MfN1,i/, 1A1�.'tiRVl{N ��,J wd u9I�Y1 - 1 Ii 1a T v rtFL�:`y S p t 4 r G— 1 --_G G-- �V4—r --'G G . —G- G —G Topographic S RJS344,44 MH \ IE 10' 35.74 N ,2'Di S.W. BAYLO ST. (60ft. r-,/w) IE 10' 3J5.54 w IE 6' 336.14 SE • • M _ _ -_ - -_-- -- Lots 1 --3 Block 7 S / 3.J1Ad9 a•M� — — — — — — — CENTERLINE sa'M41Ir— — _ — M-"•—�--,� 1 ^. PIS _ southeast Quarter Section 36 irwift r 4 -- — — -- A� 1.70 = •— —/ •346.n3 4• w 1 • �510N,� •� rf� •155.50 a �.� "West Portland Heights" "SIC, fi� 4 � G (� �� ,,,rc R l�, �A o N R �� 1;7 ' �'by ,'•� GbgO T. I �J• , I �• W• � W. M. 6 CONC CURB �� by:� d` y •Sr 12'O-10% PAK( ) CONC TE SI * CONCRET JO 7S GRVEYO� G' �� C1 , `!y b CONCRETE% oEwALK AY City o f Tigard sOCIA TES, 01 ti BRICK -8. NOLkx 1 • `b �,� FOUND 8' 1R iN R • .P CAP J Washington County I t FOUND 1 (3'X 1•) R � AS • SCALE: 1 " = 20' e� S °�"IV s: .'�'y �I RETAINING WOOD Oregon AUG 14, 2000 x �� ED 1 - ° °Ep I 2 10'OAK 0/HEAD EIEC COrrNECT �7 3• • b I I AIR/COND ON • CONCRETE P GRASS I GRAVEL PA"• r1 LW 4REA�—' L O FIN RR EL,•348.62• 1M000 RETA•W�(, O ° GRASS 1 '^ WOOD FAME -1. 1 4;P (�Q W 9 J A BUILDING • LIJ I �! I • C.11 '!wh yp`ti nEl +y11, o b O l`'O • �u `trj 1 CONCRETE PATtO TW Legend Q - `'�� PUNTER �`� ` Client: Mr. Philip !Goold 68 VEL GAIL Property Address: 11670 SSW 67th Avenue I J J JJi J'J Tigard, Oregon 97223 • FH - FIRE HYDRANT J,��, "'d ,{� � u �:l• j ,�4 M WV • WATER VALVE ( • '((y �• r ❑ WM - WATER METER - FE 10' PIPE •J" 24 •�� s GV R GAS VALVE • 6" S ❑ GM : GAS METER �t •� 4-14' OAK O PP - POWER POLE 343.9GRASS (OH) - OVERHEAD UNE .� F— GUY . GUY ANCHOR • SSMH - SANITARY SEWER MANHOLE r 343 345.8• �s TRW - TOP OF RETAINING WALL a IES 0 CONC 'It CLEANOUT 1RET ,L BRW - BASE OF RETAINING*WALL - ,,��y' e M ' , ' • Benchmark: e • - SPOT ELEVATION (FOUND 3/4" 1RON e ? City of Tigard Vertical Netwot% F,N FLR - FINISHED FLOOR 5 T �o' yy4' \ TC - TOP OF CURB AYp �r?�. 3`b 0 2 3/4w Bross disk -- Index No. 150 T - G IP OF C J FWND 5/8" IRON ROD t In concrete traffic island Qt intersection a r/w RICAT OF WAY �� 1 P R t of SIM 68th AVE. and Haines St. CAS METER sii -T- •• COMMUNICATION UNE o ►� ��,NC .0 ELEVATION = 3.36.04' TVN -G GAS PINE I • a 7 -S- SANITARY ;EWER LINE END 10' C. �• A_- -W- . WATER UNE IE 334.43 a '��, DECK �• - - � ELECTRICAL LINE SM1Gls �� y w, WOOD U RAME 0 I� O DECIDUOUS TREE °• ,� EVERGREEN TREE 1 FOUND SUFVEY MONUMENT AS NOTED AST I • NG - NATURAL Gh,)UND �'AXBOX 20' OANC Surveyor: LO W IE - (PIPE) INVERT ELEVATION NC Weddle & Assoc. , Inc. � 1 CP - CONCRETE PIPE N END 10' CP CBS • CATCH BASIN (SIPHON TYPE) IE 331'50 1750 SW Skyline Blvd. PVC - POLYVINYL !HLORIDE (PLASTIC) �,J 4' ¢�, /' , O .� PAVEMENT � , — Suite I0� �a1k'J Portland, OR 97221 -2544 '� (503) 292-8083 I 8' MADE IIIlSi0111R1' eLocK WALL 1 -888-222-8083 D 1 JJ�' AW*MT Fax: (503) 292-0938 Q NOTES : 30 30' 0 c0 �' 1. The underground utilities shown hereon It .S ENo 10' cP REVISIONS/ADDITIONS r- were located per field markings 'o IE '�e.76 V ♦t► 01 SANITARY SEWER LINE LOCATED MAY 28, 1999 REGISTEREDF— by the Utility Locate Center and �• PER FIELD MARKINC> BY OTHERS. PROFESSIONAL os-built maps supplied by the City .� 9332.59 lJ1ND SURVEYOR of Tigard. ' — A'i KWA -;:es (w) 2. This topographic survey is an addition to 0RNf1�Y RIM 331.5a ,— DRA"-�— previous survey by this company in v y • N CHECKED BI 14" FIR ,MAIM♦(21 in? February 1999. New work began 130 feet ,�y. w EM 6' PVC south of intersection of Baylor St.-I.-et ' IE 329.;17 C.R. PELSER and 67th Avenue, y „G LL NG ti� 2801 �— E 4PES DECEMBER 31, 2000 EDGE OF PAVEM NG •331.7 SSMH FOUND 5/6" 1RW4 ROD & CAP RIM ,,?9.05 ''' b "WOLF SURVEYMC IIIC• IE 8" 321.00 NE 16' MAPLE IE 8' 320.75 - GUY J 0 B #00-3101 N ti . P.L. 23-57, 59-51 ISSUED DATE DESIGN REVIEW 3/14/00 DESREV COMM: 7/ 20/OG PERMIT SET: 7/31/00 SITE REVISION;: 8/18/', r� 1 + i NORTH DRA.IIINI�TITL.F "v SM �� SITE JVr�wGY L0/1LE r W SDO 67th Av* 11650 SUP200-00446,31T2DO 00051 2 of 34 j08 NO 98C 75 P:.. .. .,,;..,.. -p, r ,::;: - . ..: ... .. .::.... .. .:. ._ __ ._- _._.__ _..-'--. - ._. _ ._. - _-_.. .,... - -.. _.- _... __-... .._--____..._._„,._... �._.-.-.-.:,.+M -.,.n..•.n..... ----.'-- • ... ..- .._ ... .. .. ._.. _...,. w.•++.,.,.. n**.wM.•M16� ., . ... _ L.. ,.. ,eb•.. .. .,,:a/,Ilhi,e:..,. • ,._.• .:.. ,.. .,: ,. .,,,, ,. , .Ll1 r 1 I UIIIIII (IIIiII 1 1 1 ....,. • CIT) I I 1 fl ilU .tlf (III lll. (Ili (III 111 1111 1111 111! tlrl iltl Iltt lilt 1111 !III 1111 I 1 ILII !Ili tl 1 I 1 ( 111 tilt! 1 1 Ilt 11 Iltl !UI 111 111 I 1 N1 1' I I I I I i I I t I I I I I s 1 e I + � h 1 11 II In 1, 1 I1 1 Il b It1� �� ala I o.Puw.l t I � I) I 1' II4 ! c LL-- JJII 1 P t�# e. P ♦rt 3 I a k { F d y 4. go M - - w , ...:.,_ .. ,.,.,,; - _ .._ __ ., ..._,. ..... ,.gym•" -_, .. _ F, 5'v f % 0 0 N W F- 21 KEYNOTES N ' S.W. BAYLOR ST. 0 1D ADA PARKING SPACE 16 EXISTING CURB & SIDEWALK TO REMAIN; PROTECT DURING CONSTRUCTION 0in 0 -_ ++ — - — - — — CENTERL0 SD4 INE — +-- — / / 2 ADA PARKING SIGNAGE; SEE DETAIL t t 7 EXTRUDED CURB; SEE DETAIL 8/SD4 m m r 50400 + V ADA COMPLIANT CONCRETE SIDEWALK a p G 1 g SAW CUT EXISTING CURB & SIDEWALK L M N N 4 STAIRS - SEE ARCHITECTURAL N N ACCESSIBLE ROUTE PER OSSC, SECTION 11 U3.1 Qs °n n 19 STREET WIDENING; SAWCUT EXISTING AC 1 FT FROM EDGE OF PAVEMENT VI a 0 0 6' WIDE PUBLIC CURB & SIDEWALK; CONSTRUCT TO CITY OF TIGARD STANDARDS; SEE DETAIL 5/SD4 NEW PAVING TO BE 3' OF CLASS B AC ON 8" OF 1" MINUS CRUSHED ROCK. . - RECESSED KNOX--BOX IN ACCORDANCE W/ UFC, SECTION OR MATCH EXISTING SECTION WHICHEVER IS GRATER. v z 902.4.2 -- INSTALL PER MANUF. SPECS 7'W x 7•H x 60 CITY OF TiGARD COMMERCIAL DRIVEWAY /� v d w 4 ® 3-1/4"D- DuUTILITY POLE TO BE RELOCATED - COORDINATE WITH UTILITY PROVIDER. 0 CAST IN PLACE VERTICAL CURB; SEE DETAIL 1 i/SD4 i------_---_- •a�* _____ ___ __ _— EXISTING SANITARY SEWER MANHOLE _ 21 a a 8 LANDSCAPING; SEE SHEET l.1 11 ,ell X20 ' 4 4 4 22 BICYCLE RACK; SEE DETAIL 3/SD4 v - 4 A v 1 O MORTARLESS INTERLOCKING RETAINING WALL A 10 NOT USED 23 CONCRETE WHEELSTOP; SEE DETAIL 4/SD4 12 �- 2 - 26 0 3 • 11 FIRE HYDRANT TO BE RELOCATED 24 REFUSE AND RECYCLABLE COLLECTION IN BINS LOCATED INSIDE OF BUILDING. v4 BINS WILL BE LOCATED AT CURB BY PROPERTY OWNER FOR TRASH COLLECTION `A 12 NEW 25' CURB RADIUS BY SEPARATE PERMIT PER STANDARD AGREr MENT WITH PRIDE DISPOSAL COMPANY. 1 a 13 BOLLARD -- SEE DETAIL 3/SDI 25 4" WIDE PARKING STRIPES PAINTED WHITE - TYP. • C � 14 CMU RETAINING WALL. W/ BRICK VENEER -- SEE DETAIL 2/SD1 26 TRENCH DRAIN; SEE DETAIL 8/SD4 .00' 1.50' I 15 EXISTING SIGN TO BE ..EMOVED 26 RIGHT-OF-WAY DEDICATION 1 FOOT BEHIND PLANS; SEE 1 • STREET IMPROVEMENT PLANS a 1 I v O O Ln 0CAST CONCRETE CAP SECTION f ELEVATION PLAN VIEW--TYP. LOC. �`� M BENT X15 ® 16' O.C. ° -O �.-6" ROUND TOP ° ACCESSIBLE ROUTE W ADHESIVE NRY VENEER IN �? -'�- SEALANT ICAI ° 24 O CMU - (2) #5 CON SEALANT ° r ap: 22 p 13 6" STD. STEEL PIPE - I BOLLARD PROVIDE RIC b CONCRETE FILLED a • 7 ° N SEALANT w R 1_I LI _ _ JI SIDEWALK 1111 0o FINISH FLOOR OR 4, .w WALL Z ° -'— — _ — A '% FINISH GRADE 0 • 23 LJ 9 FLR. s 0 0 r') > W 5 WM(E 3`ITY� GO., o o g I Q 1 a r 25 00 c[i � °� �° i i CONCRETE - - - W 39.00 ° I 18.50 ��4. 18.50' 111 -1 5.09'- ° ° 7711 — – ' F_ 0 I 23 I I Q.O I e I I 19 °° �� L�23 8 o 7 00 p _ + -- C. L ° ° - - - - 23 ` 2 z 18.00' 1 .00' ° 27.50' 24.00' 18.50' 5 09'- ® �- O a 17. 2 RETAINING WALL DETAIL h s BOLLARD DETAIL (0 W ° 0 23 e�D� 3/4' = V-0- 4 O 1,��..1 L L 6 (V O CATCH BASIN /� RIM=338.50 I FIRE HYDRANTS EXISTING 1a a 23 ( . w n � 1 17 8 CO I 1�3 w 7 1400 N E00 ~ 6x01 13� �, ' —� Q ! pp '10 �' .--_— - -,- �1- ---- I S~ •�, « ® ./?A�� , ��, 74 AC 17 � 400 .06 "�: .114AC. R d° i� T + T T T T > (O --- 1700 1200 1300 dTA I+'�+ 4m S 89'59'55V 75.00' 9 ./7AC. ��-QQ o .25 AC. ./9 AC. ui o o .25 o W 14 15 16 1 - 0-9 10 I I 12, 13 14 15 9 10 11 I 13 14 15 160 \ _9 10 I 12 13 I4 15 16- o I 20` 2d' $v 2d' ffi' ?� 2d` fid` 1 1 1/.4 �„ tsb !d 8d t3 !3 25 26 2d 2tf 2 25 Zs tS 30 L_ a d a 10-sSCri► 1p-1111 � DRAWN BY: RBW ° I ' •�. cHE�KED ev: SCD/KJK BAYLOR STRE Ts\ `-- EpPROF td ffi 26 td >>d1 Zd 2d tb 2S 2d 25 ffi *0-11 I 26 2d Td >t5 td' 26 ts, t �to �t 55104 NOTES 1800 2700 2600 Q `°� 3300 3301 �� 3900 3800 4 g ./2ACo .23AC. .34 AC. .29AG. ./6AC. 0 o ./7AG /.2/,4L o & HANDICAP PARKING STALL 5 6 7 8� 1 2 4 5 7 812 91 2 3 4 5 6 7 obmGo+ •OLE CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS 6 T 8 1 2 s 4 --+ +STA. "d4♦ r 25. `,I J>11tiH FIRE SHOWN OR IMPLIED ON DRAWINGS PRIOR TO START OF f /'� ~ �4RL KOpnG CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. 1 I JL CATCH BASIN EXPIRES: 6 30 01 (E) EXISTING TYPICAL CURB RADIUS = 4' UNLESS NOTED OTHERWISE. 38 °� 2800 36 3402 + 36 N 4000 t1) ? X ISSUED DATE_ 1 Ds DOWNSPOUT 37 N ./7AC 35� .6B AC. �! .29AC. 55 W ❑WM WATER METER EXISTING CONDITIONS BASED ON BOUNDARY & TOPOGRAPHIC SURVEY r DESIGN REVIEW:3/14/00 BF BACK FLOW DEVICE BY WEDDLE do ASSOCIATES, INC. 36 N 11 3290 « 1I 3700 « Is 11 - 34 a / DES COMM: 7/10/00 ® WATER VALVE ./2 AC. •23 AC. PERMIT SET: 7/31/00 CO WATERCLEANIVA SEE SEPARATE PUBLIC IMRPOVEMENT PLANS BY CIDA, INC. FOR WORK WITHIN « 10 2890 .016AC tel ly N 12 N 12 33 SITE REVISIONS: 8/18/0 PUBLIC RIGHTS-OF-WAY. CURB, DRNEWAY, AND SIDEWALK WITHIN RIGHTS-OF-WAY —� 32 1 CITY COMM: 121/11/00 SHOWN ON THIS PLAN, GRADES ARE FOR REFERENCE ONLY. CONSTRUCTION w I3 32 loo` OF THESE FEATURES SWILL CONFORM TO THE REQUIREMENTS SHOWN ON THE 2500 2r 2900 3200 �,} PUBLIC IMPROVEMENT PLANS. ./pAC ,P.1<.+IC. ?2AC 14 31 !� �r`IQQ �� 31 1 .4/AC. i 2000 « t 15 30 .� 1s 3seo « « --� 30 .23AC �' 16 29 16 29 L + �— — „ _ cDRRAAW11,4C 11 = Sn PLAN DISTANCES OF H'i DRANTS FROM NEW BUILDING NOATH SITE PLAN NORT1'I � . CORNER 66TH & BAYLOR = 4 0 +/ 4 LOT CORNER 66TH & BAYLOR = 150 FT SCALE * - V CORNER. 68TH & BAYLOR = 270 FT. +/- SD1 � * - w SD1 y 671h Ave 11650 200 BUP200-00444,SIT200-00051 'z a' hof J -1cIE� r40 C-�t'��l- c 4: •. . ; ::., ,. :h .,,, � : r,.11 h{ ( I t 1 I I N I I I _I , , I Ipw.I.la� 10 1 1 1& . 11 3 14 I I 1� Ili .) g ;� 4 ` :,Y7r•;;rip, llEh"17^'+rc'r�'t~r-X'.■,K,nrm'-sM.y`rh-^y..•, Y T•« \ p .,.w ,hi r > f r. .v .A le • iw - ,' .. .. _, rGv.- _. . , .. F� .S..iY-� ;.-... .=n...- ..:. .. a:.... ._.._. .. .. .. ,... .....,. �r-,._ r,e.... -. .. , .�,. ,'ti .4._. .i* .�;'•.,°"J... F_,., . a.. 'M :. a4: ..,,, .;,k.. .: - b. ,e A..,. f,.. ' L,: :. .... • :, - ,: , t 4J. raJ... t. Ai..� '� 44. ar ,. Y': S - i. ,. �- ... .^�r':u bA .. .,,,. ••ko .fit �, ►, ."�•nit?.= A` 77 i 1 r s sl I• I i fy I a O 0 N L , J I ul 0 J� mo N p � rcr NIO ( M M 1.� N ONfV • n LEGEZ Ngoo uT to� p �� MANHOLE I_ POPERTY LINE v p S.W. BA Y LO R ST. ilk FIRE HYDRANT FG FINISH GRADE L)-- a d w w < ■ CATCH BASIN TC TOP OF CURB 0 • � EXISTING G GUTTER o+ _ CENTERLINE _- -� -- NATER METER AC FINISH GRADE AT ASPHALT 504 00 51+00 o CO CLEANOUT I � L CATCH BASIN RIM ELEVATION CB BEGIN WA L RIM 100.00 345.50 TW 346.50 TW ? :/.50 TW INVERT ELEVATION CB ' 44.60 TW 1/2 344.32 G -,344 75 (3W -- - -- 34=►.$0 BW 344.95 BW IE 100.00 -- ---- --- -- - - - _--- MANHOLE RIM ELEVATION MH i �° °•� f ° 34 .50 TW ° /RIM 100.00 I' ATCH 34 9fi BW I 11 g -- TO 4 FOOT INTERVALS / EXISTING CONTOUR--1 r'* 1 -- 34$ - - -- -- -- - - -- --- - EXISTING CONTOUR--5 FOOT INTERVALS 46.50 c - AT BLDG. 102 NEW CONTOUR--1 TO 4 FOOT INTERVALS ?sem _. NEW CONTOUR--5 FOOT INTERVALS n 352.0 344.70 AT e 5' 344.90 // 344.85 344.30 342.05 G i j•; v `�3 344.95 � �� NOTES 344.20 Ir1� v I CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS O I • • SHOWN OR IMPLIED ON DRAWINGS PRIOR TO START OF 341.16 CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL VERIFY THE LOCt;fION OF ALL UTILITIES PRIOR FF=345.0 FF TO THE START OF CONSTRUCTION. COORDINATE LOCATION d 341.2 344.95 344.95 35 .74 WITH ENGINEER. 341.00 I / - 344.95 344.0 G AT BLDG. EXISTING TOPOGRAPHIC INFORMATION IS BASED ON SURVEY 3Y 352.0 WEDDLE & ASSOCIATES INC. Ld AT PL v a FINISH GRADES TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FT • 40.80 ~ OF THE GRADES SHOWN AT SUB GRADE AND TO WITHIN 0.03 FT IN 10 FT Af FINISH GRADE. CEMENT TREATED BUILDING PADS SHALL HAVE A CROWN WITH - 352. STW SLOPES BETWEEN 0.309 TO 0.509 SEE GEOTECHNICAL REPORT ` i i% 345.7 BW-WEST WHEN DISCREPANCIES BETWEEN CONTOURS AND SPOT ELEVATIONS W w •z I 344,8 G 351.7 G-EAST EXIST, SPOT ELEVATIONS WILL GOVERN ACTUAL LOCATION. ' U i TW DENOTES ELEVATION AT TOP OF WALL 4 34a. 5 AC 345.08 -WEST BW DENOTES FINISH GRADE AT BASE OF WALL I d 34 75 TL G 350.50E -EAST DEPENDING ON WALL TYPE, ACTUAL BOTTOM OF WALL Q �- O ELEVATION WILL VARY AND WILL BE BELOW FINISH GR�'.OE v ~ I J I ��350.OTW SEE SEPARATE PUBLIC IMPROVEMENT PLANS BY CIDA, INC. FOR WORK t\ I I �n c I \ I I 349.50FB -EAST WITHIN WITHiN RIGHTS IC RIGHTS OF WAY OF WAY.SHOWN CURB, DP.IVEWAY AND SIDEWALK, �J ' • ' 38.9.x \ ON THIS PLAN GRADE'S ARE FOR REFERENCE ONLY. CONSTRUCTION f I d t I 2;45.0$W-WEST OF FEATURES Sr!AL'_ CONFORM TO THE REQUIREMENTS 344- 349.0 G-EAST •;:TOWN ON THE PUBLIC IMPROVEMENT PLANS U r n + I - _ VI CA A i 'err 34 .00 r i I I "�,► H IN \ ( 344 OBW- E T I - RIM 38. \ 348. G-ETA ---- s DF-AW�J BY: Cr,EC✓._U eY KJK 44.OBW- WcSL\5• �`��0 PROF . 3 .5FG�`A T 1 F i 5 C, f/ 337.31 337.50 l ti�1 ' ♦� �Z43.58W_ oR( (� GS 3 `' F 6 OBle00N .fib. a 4 a 34i�.OIOTW i� y' 1R`K�RO I I I 343.OBW-NORTH EXP;PES: 6 30 01 b 343.OFG--SOUTH I Ld ISSUED DATE ( v n 10 DESIGN REVIEW:3/14/00 1 DESREV COMM: 7/20100 PERMIT SET: 7131100 SITE REVISIONS: 8/18/0 I I Y COMM: 12/1 1/00 DRAWING TITLE GRADIN(-' PLAN NORTH GRADING PLAN lul�N F. ,�,, ' SCALE 1 - RJ W` f h A yin,.�' r t SD2 I.p,1 r i�. 7''�WFt'.� • � E 87th Ave 11880 :t BUP200-00118.SIT200-00081 arc I o1 31 JOB NO. 98}75 r. ( I i i � I I u ill ILII nu II ITn�ill�nl C(li II'illill) ii I I I Illnnlne In I Illi a I I I ILII I I L�ii Ic *lam iijRR 1 0 4 10 I 1 12 13 14 !e 17 �A Iii !O 2'1 2: 23t 24 25 a7 go see' 3l0 1 .7 - t .. y ,.. .i ♦�, .r.. .. .,. .t i n J. Few-m . n t,s nib a, �h Y ,r a F 0 0 N r LEGEM FIRE HYDRANT , N (E) EXISTING r (� WATER METER ` m p N N DS DOWNSPOUT �i 0 CO CLEANOUT 00 '^g � a � S.W. BAY�LOR ST. 10, x , EXISI NG NEW Q � SANITARY SEWER. LINE t^ STORM SEWER LINE .r�. • ..,w ■ o DOMESTIC WATER UNE -- -- w —W — O CENTERLINE + NATURAL GAS LINE -� - IFRENCH DR41N 50+100 51+00 CATCH BASIN RIM ELEVATION ti 12" SQUARE CATCH BASIN RIM 100.00 t EXISTING POWER POLE 'CONNECT STRIP DRAINS ' INVERT ELEVATION CB COORDINATE RELOCATION TRAPPED OUTLET WEST IE 100.00 WITH LGCAI- UTILITY RIM=344.60 IE=339.28 INSTALL PERFORATED WALL DRAIN WITH 1" CLEAN DRAIN ROCK NEW CONTOUR--1 TO 4 FpGT INTERVALS PRE-CAST � MID 4 PERFORATED PIPE WITH SILT SOCK PROTECTION f ® STRIP DRAIN -- - - NEW CONTOUR--5 FOOT INTERVALS RETAINING WALL DRAINAGE -- -- - -- -- _.- -- ---- _ -- --- —_-- -- CONNECTION STUB 4 ° J a' —3144--- -350 - - - - - I - NOTES RELOCATE EXISTING/f ° -348--- -` IE=3 0 54 -�-_ - I --�— FIRE HYDRANT �p - T g _ � 4` STM 0 2.8% �! a 0 a 1 " CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS n 4 STM O t5.7X SHOWN OR IMPLIED ON DRAWINGS PRIOR TO START OF 6" SANITARY St WER r~ CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES, ® IN; MIN. Co.NNECT k` 4" STM 0 2.8% DS DS TO EXISTING si;l SS Ir 4" STM 0 40.9 DS CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTII_IT!ES PRIOR IE=342.00 (i-.P.) TO THE START OF CONSTRUCTION. COORDINATE LOCATION Y ° WITH ENGINEER. 14" STM O 2.8X /-6" STM 41.3X • UTILITY DRAWINGS ARE DIAGRAMMATIC, REVIEW FINAL LOCATIONS I j 1 WITH ENGINEER PRIOR TO INSTALLATION. NEW FIRE AJ IDRANT0 LOCATION I j CAL RELOCATE EXISTING NATURAL GAS STORM PIPES TO HAVE ECCENTRIC FITTINGS RELOCATE EXISTING ELECTRI I I SERVICE, COORDINATE WITH • SERVICE, COORDINATE 'r•ITH STORM PIPES SIZED IN ACCO^DANCE WITH T,1E CURRENT EDITION OF THE UPC. EX,CAVATC* & REMOVE 34 1 ; LOCAL UTILITY PROVIDER. LOCAL UTILITY PROVIDER EXISTING UP TREAM • NEW LOCATION OF EXISTING ELECTICAL SERVICE ' SANITARY SEPIR 1 ALL ON SITE DOMESTIC WATER SERVICE SHALL BE INSTALLED BY LICENSED •,` FF=345.0 FF PLUMBERS WORKING FOR A LICENSED PLUMBING CONTRACTOR. I a � � NICV10 LOCATION OF EXISTING NATURAL GAS SERVICE ° ALL TRENCHES PAR4LLEI. TO A BUILDING SHALL BE KEPT OUT OF THE ANGLE OF I , REPOSE FOR THF. BUILDING FOOTINGS. DS I MECHANICAL UNIT -- COORD. SIZE AND 4" STM 0 14.4% DS INSTALLATION W/ MECHANICAL CONTRACTOR ALL PIPE AND FITTINGS WITHIN FIVE FEET OF A BUILDING SHALL BE OF A TYPE T" a I THAT IS ALLOWED FOR USE WITHIN 1HE BUILDING. MATERIAL AND INSTALLATION SHAII_ CONFORM TO REQUIREMENTS OF CURRENT EDITION OF UFC. I I I _ / / I PROVIDE DRAINAGE FROM FIRE VAULT, WATER METER, AND CHECK VALVE VAULTS L _ J � ,.. d , - J AS REQUIRED BY THE JURISDICTION, PROVIDE 1/2HF PUMP, CONDUIT, WIRE, \� t'_W 1" WATER SERVICE & CONTROLS AS NECESSARY Li W� 6" STM O 12.8% CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE z � W I i USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESFNTrD 8Y ONE- i ° I SIXTEENTH BEND, ONE-EIGHTH BEAD, ONE-SIXTH BEND OR OTHER APPROVED I = L FITTINGS OF EQUIVALENT ;WEEP d0 0 I I CLEANOUTS SHOWN ARE A MINIMUM. PROVIDED ADDITIONAL CLEANCUTS A5 REQUIRED BY CURRENT EDITION UPC, CHAPTER 7, SECTION 707 & 719: r� CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS (c) I REMOVE EXISTING I SHOWN OR IMPLIED ON DRAWINGS PRIOR TO START OF �N' EXISTING WATQR METER. ' '`t FROM CLEAN OUT TO POINT OF S,^ LTJ E.L -i0 RE'.:AIN ADJUST TO .L CONNECTION OF BUILDING CONSTRUCTION. NOTIFY ENGINEER OF ANY DIa,REPANCIES. FINISH GRADE) PROTECT(' EXISTING TOPOGRAPHIC INFORMATiON IS BASED ON SURVEY BY DURING CONSTRUCTION a I WEDDLE & ASSOCIATES, INC. PROVIDE 4" PERFORATED FOUNDATION DRAIN WITH SILT PROTECTION SOCK. + PROVIDE BACKFLOW PREVENTION DEVICES AT CONNECTION TO STORM SYSTEV. PROVIDE ACCESS BOX FOP, MAINTENANCE. c �� /-10' WIDE PRIVATE SANITARY SEWFIR Iv Q \ a 3t_PSEMENT GRANTED TO NEIGHBOR i FIELD U)CATE ALL EXISTING UTILITIES BY POTHOLING PRIOR TO CONSTRUCTION aTG THE EAS OR ORDERING MATERIALS 0 r^ ° \ u W f� i ��\ \\ �- SEE S F-PARATE PUBLIC IMPROVEMENT PLANS BY CIDA, INC. FOR WORK WITH'N t� 0 EXCAVATE AND REMOVE EXISTING -I a - - r PUBLIC RIGHTS-OF-WAY. CURB, DRIVEWAY, AND SIDEWALK WITHIN RIGHTS-OF-WAY 10" CONCRETE CULVERT PIPE I I -- - ' -� - - - - - - - \ 1 SHOWN ON THIS PLAN. GRADES ARE FOR REFERENCE ONLY. CONSTRUCTION OF V) r CATCH DRAWN BY: SCD _� THESE FEATURES SHALL CONFORM TO THE REQUIREMENTS SHOWN ON THE 8 I RIM.4338.50_ co PUBLIC IMPROVEMENT PLANS. oma_• _ i L. � Q — — IE'=3 c15" I Imo, \� 6" STM ( 6.77G �� \� �` I _,—,c SThL CL �Qz— — — �� — —\ I 11 — — � CHECKED BYE KJK a;t E.0 PROF I I �- - - - - - - - - - - - - - - - - SEE DETAIL 1/SD3 FOR I t+�p PROPEP.TY UNE .� 1 !n CONNECTION DETAIL If 4 15604 '� I I 1 - EXISTING GRADE -k CONNECT TO EXIS..,JG 4" SANITARY SEWER RETAINING WALL 0 I I RETAINING WALL DRAINAGE FIELD VERIFY EXISTING SIZE LOC\TION, & DEPTH CONNECTION STUB BY POTHOLING PRIOR TO CONSTRUCTION I I OR ORDERING MATERIALS KORA I I � FINISHED GRADE •�� EXPIRES_: 9/30/01 ] r ISSUED DATE I I v CLEAN OUT ao DESIGN REVIEW:3/14/00 NEW PUBLIC SANITARY SE-NER ( i BY SEPARATE PER�AIT ( DESREv COMM: 7/20/00 PERMIT SET: 7/31/00 \\� SERVICE WYE SEWER ITERAL i I I 3' COVER EXISTING SANITARY SITE REVISIONS: 8/18/0 J� INSTALL VERTICAL DROP PROPOSED SANITARY & CLEAN OUT SEWER LATERAL BEND C UTILITY PLM!` MONTH1 SS CONNECTION DETAL. t+ 1 s , , UTLrrY PLAN �, ; #= NOT TO SCALE l p lkDy {0.� , ,1 )v � r 611, •._ , M1,f�,�l!�'�n{,� ytta,,° b 4'ti� , d '�' `V�' '� G t i +, SD3 871h Ave 11650 � 8UP200{10418 SIT200-000S1 c 31 I J09 Na, 98075 C 1 � �r�\ ,ice �.�. ��■�"r�� —- .... u •., Fpt9W11�oA'�tlgi�4 ��WM41NAti' 5 �dr� . ,vras,r�ru�ae�,llsrMMgq r _ .x.•. .,��,r ,>, .,, • ;, ' a c', , . ;.,,.,,,int, },:.1 .,-,. 'rT;�+•tx, I 1I I 8rI D7 1 1 ,II1 ®LI i Iv I {IIIN 111111111,, Y C � (IIT,, IIID dll) 111 I f I}�fli! III!! 111 Ili!I III I!nitlll I 7 Illnll II{ III.oI u Illldur nllldln {Itlluu Irlltul ltnlull Ilninll Iliili'I ull rl I Ilitltn;,l';, . " c 2 13 14 ( la 1�J I�e IID Zo all �I� >R1 > a �e �� 281 300 W ' •. , s: 't ' as 'f � '" � t , .r + I f R R t R- 1 "I • fd ACOA >k .•.` .. :' ,., t`- _ .. .,. .. - .s,. ,. .. a ., ...• .�. ._ .-. i•r-u,,,.w..v�. ..c.a�.....ri --. ...,.z,i..ter_ '�:._.,�� .:.-ua:. wrap_ � Fk W' 1 x3 U 0 W � SIGN AND POST (TO MEET HANDICAP CODE j REQUIREMENTS). SIGN SHALL STATE IN 1" L HIGH WHITE LETTERS: "PARKING BY DMV DISABLED PERMIT ONLY. VIOLATORS 8 STAIRS TOTAL > SUBJECT TO TOWING UNDCR URS 811.620 1 1 4" STANDARD m N AND A FINE UP TO $300 UNDER URS / CONCRETE COLLAR I I 81 t.Ei15" --GROUT IN 2" JL :)m NSTr E.I, PIPE RAILI I VAN ACCESSIBLE SIGN - SIGN SHALL DIA x 8" SLEEVE TOP ry a S'°'F IN 1" HIGH LETTERS: ' /ANAND BOTTOM W/ NON- Q 0 N N I I ACCESSIBL E" 1• SHRINK, NON-METALLIC N N METAL GRATE--RATED FOR ••'. I I GROUT. 3 Z M M I I INSTALL SIGN POST PER MANUFACT'URER'S - CAST IRON PIPE SLEEVE CONNECTOR I 1 �— RECOMMENDATIONS " 1'-11" MIN. `, g N PROVIDED BY LYNCH CO. 6 CONCRETE EE DETAIL d 0 w Q SET PLASTIC BASE IN EPDXY BED PER LANDING W, #4 d G l I 2--0" 77+ MANUFACTURER'S RECOMMENDATIONS AT 0 24" O.C. E.W. T.O. HANDRAIL 1 1/C3 o CONCRETE SIDEWALK EXTEND REINFORCING ° I EMBEDDED POST PER INTO STAIR a io ^ MANUFACTURER'S RECOMMENDATIONS o �� AT PLANTER ;.� z �� (� `` tO 1" 0 HOLE. 2 EA SIDE AT BOTTOM li 'u� 9.75" _ • OF 5UBGRADE ELEVAl10N `-_rrj 2'_.0" co o PIPE SICLEAN O T PAINTED EMBLEM ON ASPHALT r _� N PAVING - TYP. AT ALL HANDICAP IE AS CALLED — BAFFLE PARKING. PAINT WHITE. #4 CONT OUT ON PLAN �-- 2'-0" ROUND OR SQUARE SHEET a METAL CATCH BASIN DEPTH AS REQUIRED. COAT WITH ASPHALT ° EMULSION INSIDE AND OUT. AS 5 5/8" EQUAL 1' NOSIN 11" a u MFG, BY LYNCH CO. OR EGJAL. `° RISER HEIGHT 51, PAN WALL TO BE "••. iv 1% (�,P) II--JI CONCRETE CAULK SOIL PIPE INTO HUB. USE SLAB- D.I. PIPE UNTIL 18" BELOW GRADE. SURFACE FLANGE THICKEN AS MOUNT REQUIRED AT IN-GROUND o PIPE RAIL '• . - r - 1" RADIUS HANDICAP' RARKN G EMBLEM AND SKIN 3 BICYCLE RACK �3 NOSING BARS 1 CATCH BASNV SECTION � 4 CONCRETE STAIR DETAL NOT TO SCALE NOT TO SCALE \&oj SCALF: KITS. D4 SCALE N.T.a O i 1/2" RADIUS TYP. CONCRETE CURB W/ LIGHT BROOM FINISH _ o TOOL JOINT SIDEWEK PLAN SEE ` �— SEE EQUIPMENT SCHEDULE FOR z SIZES OF TRENCH DRAIN SECTIONS 3" SIDEWALK W/ LIGHT BROOM FINISH CURB RAMP SEE PLAN FOR THICKNESS 72" DIAMOND PER OSATTI C TEXTURED u I � _ p" Io SEC. 1109.16 i o n u I 3 2" Li e o ao. 911, 0 0 1L 12 2L °��_ z z ° MAX. SLOPE MAX. SLOPE r0 °n 6'-0" SEE PLAN 6'-0" 1 in 1� Or^ NOTES: PROVIDE EXPANSION JOINTS 25' O.C. (MIN.) t'-6" r V HANDICAP BLUE SIDE VIEW INSTALL WITH 12" GROUND TOP VIEW OPTION 1 W SPIKES (AC INSTALLATION) RE-BAR CALL OUT ' . i CRUSHED ROCK BASE UNDER O PAVING 1/ 1 6 PRECAST TE STOP 8 CAST NV PLACE CONC. CUF93 & SDEWALK 7 ADA DETECTABLE RAMPtS"'NPRE-CAST TRENCH 1ORAN DETAL O ILD 0 NOT TO SCALE MOTTO SCALE NOT TO SCALE MOTTO SCALE r -� WITHIN STREET OUTSIDE STREET RIGHT-OF-WAY DRAWN BY: LLD AS APPROVED BY CITY ENGINZER 2'-10" DIA. - CLEANOUT HUB -1"1_ 6' CHECKED eY KJK RESURFACING TO BE MIN 3 1/2" CLASS "C" 1'-0" 10" 1'-0" CONCRETE -Fb=3500 PSI I^ SAWCUT ASPHALT OR MATCH EXISTING, WHICHEVER IS — CONCRETE W/ l..,HT BROOM FINISH QED I'R�FF EXIST A.C. GREATER - COMPACTED TO 91X OF FINISH GRADE /— 1/2" RADIUS iYP. �Jfp EXISTING MAX. WET DENSITY ( ) I SECTION _ _ FINISH GRADE 0° MIN.6" I // I I I i o . 'u o . 0 4" 0 CLEANOUT vF,� I I I III ondop 1" 6",. B" _ _ ° � � II=III ° o III— _ 71 .., r — III I ° ° ° /� I CLASS A 'III ° n — ° ° 23. G1, ° ° , BACKFILL =III ° ° ° ° e e _— III 1. _ RC 1(0 CLASS B GRANULAR ° /. (COMPACTED TO EXTRUDED CONCRETE CURB SET IN BACKFILL COMPACTED 9 ( ° ° OX OF MAXMAX. '�— ° ° ° III= 1 ,•., ' EPDXY CEMENT TO 95% OF MAX. III °°° ►' •f DENSITY AS PcR III ° ° ° • ° - ° _ . a° II EXPIRES: 6 3U 01 FINISH GRADE DENSITY AS PER _ AASHTO T-99) I ° ° - ° ° II' 3/4' 0 CRUSHED ROCK - O _ o O 0 0 AASHTO T-95', II II ° o ° ° ° COMPokCT TO 95% OF AASHTO - v ISSUED [Unr[. _ o / III III ° T-180 STANnARDS 0 o o • DESIGN RLVIE'N ,5/14/00 ° ° ° o , o 0 0 0 o �., o o e o 0 0° a 0 O .] a ,a d ° :%:..0: ° u o o°� °QD•o`h °°o• I)ESREV COMM: 7/20/00 • I i -- I I n °n 1// III --I I �8•°'�Ee�eo• •dee°•g° °• °° •L ° ° '-- • --- _ NOTE: •° 18 GA. INSULATED TRACER WIRE f '�-b �•n PAVING SEE PLANS PERMIT SET: 7/:f 1/00 ': ~. o°•°. •° ,°0. •o° .°.s ° I — SITE REVISIONS: 8/18/0 CRUSHED RACK UNDER PAVING ° VERIFY ALL °•. •,• ar ° : ' n ° I _ REQUIREMENTS W/ 'd" •�° 's•° 9�'`'�° g: __ CRUSHED ROCK _ �' II III . ° a e•. °e • o• n ' °• o ° ° ° _ _ > (,TTY OF :b .• ° •° '° °� •a °� ° SANITARY SEWER PVC ASTM 3034 UNDISTURBED NATIVE SUBGRADE PIPE ZONE `° ° " °°°° °° III — I I — PRIOR TO START OF OR EQUAL - SEE FLANS FOR SIZE —_ -__ UNf1ISTURETED NATIVE SUBGRADE 0 0 ° 0 0 0 v0 00 0 / ° CONSTRUCTION FLOW - III - -- NOTE: EXPANSION JOINTS 0 15' O.C. MAX. •°po •°° � 0 °'° �o � __ PIPE BEDDING - PEA GRAVEL OR ' BEDDING -- _ rt III -= 11 -- �,D ,a' o -� a •� e ,•d, •� ,b• o .b' a .�; s ,� e� ,� o�° NOTE: EXPANSION JOINTS 0 15' O.C. =111 = I I I= I I 3 4"-0 PIPE BEDDING •~� ~�•••' �••~�: ° •~�.�• •° 'ti4• .~�•40: ��•° SITE DETAILS DRAW44 F: ° AND PIPE ZONE MATERiAI 3 1 tx � S'"° 'i2 RTICAL CONCRETE 'H SECTION CURB NOT ro K" NOT TO so" NOT To r.Auc NOT TO SCALESD4 filth Ave. 11660 9UP200-00446,31T200-00051 hof 34 .,oB No 98075 cm nnlnn nntn I Ilu null II I�1 I �11 1 ► I I I I ;� I III nu I I I I III II I II nl nll Int u1 tu1 uu u u VIII In , lilt tOe�riar Io 11 12 13 14 I ,e I 1 I 1�8 10 QIo 121 1012 03 2I4 25 Ie 27. I!� i ,.. h� is ,fl :. I. ,;. .•... �,3, .. .:. _ -4 WOW- w I i, r n,r ' >• c , w. ro u f rn -c ink r w ., :1,- L•+7.,.E..A: ,r I'..,. ..'...' to ♦.... ',: R. 71 7111 • '+ - • e�.. , „r �. �;{,ya ,.. 1 , 1 S.W. BAYLOR ST. _ o N i + CENTERLINE — - --- -- — — -i---- — 50 OIT 51+00 0 LX' / M N A LEGEND N M L iII 0(0N \ — — 101 NEW CONTOURS -- 1 FOOT INTERVALS � �o N N { \------- — --- -- - --- -- — -— o 0 0 / ° - a NEW CONTOUR -- 5 FOOT INTERVALS Iy�ATCH(( ) as 105 T ° `} 'SAWCUEXISTING CONTOUR -- 1 FOOT INTERVALS a a a Ei 350 ° n ° 101 � ' '� -•-. ---- -- 105 --- -•" EXISTING CONTOUR -- 5 FOOT INTERVALS �•,.� 100.00' RIM RIM ELEVATION _ ° 441 1 c (E) EXISTING ki CATCH BASIN BARRIER 344.40 I I i 344.40 I' v 344.45 GRAVEL APRON 1 L.. I I , • — • -- • i — SEDIMENT FENCE - TOTAL AREA 2955 S.F. OFFICE 2169 S•�. \ 1 �,. wAREHOUSE ,7 STORAGE 786 s.F. EROSION CONTROL PLAN GENERAL NOTES • FF=344.50 a 1) The implementation of these erosion / sedimentation control plans (ESC) and the construction, maintenance, replacement and upgrading of these ESC facilities is the 1 ! C responsibility of the contractor until all construction Is completed and approved and PROVIDE EROSION CONTROL FENCE- SEE DETAIL 3-ER1 �� `' I vegetation / landscaping is established. 2) The boundaries of the clearing limits shown on this plan shall be cleorly flogged in the field prior to constructs-m. During the construction period, no disturbance beyond the 1 - flogged clearing limits shall be permitted. The flogging shall be maintained by the contractor for the duration of construction. It _ _ — J 3) The ESC facilities shown, on this plan must be constructed in conjunction with all ? I �;�� I - clearing and grading activities and in such a manner as to insure that sediment-loden water does not enter the drainage system or violate applicable water standards. Z 11 4) The ESC facilities shown on this plan are the minimum requirements for anticipated site W w ! conditions. During the construction period, these ESC facilities shall be upgraded as o 1 needed for unexpected storm events cnd to ensure thct sediment-loden water does not Q 1 leave the site. 5) The ESC facilities shall be inspected daily by the contractor and maintained as necessary to ensure their continued functioning. ESC facilities on inactive sites shall be inspected and maintained a minimum of once a • I 1 I month or within 48 hours following a storm event. LO 6) At no time shall more than one foot of sediment be allowed to accumulate within o Lid trapped catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment laden water into th,, downstream '� Uj 1 I system. 1. I o I �f.� ° • �I 34� 7) Stabilized construction entrances shall be installed at the beginning of construction I I ;' and maintained for i:he duration of the project. Additional measures may be required to rn I \ insure that all paved areas are kept clean for the duration, of the project. 8) Additional erosion control measures such as temporary vegetot'e cover, straw • i I': \ mulch, erosion blankets c; plastic sheeting may be needed if the permanent W surfacing and landscape p;cnting ore not In place by the beginning of the rainy season. 1 �1. \ 9) See separate putmc improvEment plans by CIDA, Inc. for work within public rights-of-woy. Z Curl , driveway, and sidewcik within rights-of-woy shown on this plon. Grades are 2 Z I \ for Deference only. Construction of these features shall conform to the requirements hO � O 1 ! sow-i on the public improvement plans. renn � W LJ LLJ PROVIDE GRAVEL CONSTRUCTION ENTRY- SEF DETAIL 2-ER1i . q � O � V) .' PROBASIN PROTE.TION- SEE DETAIL 1-ER 1 0 NOTES: W is"me 1W 1. BURY BOTTOM OF FILTER FABRIC 'o"`""�"` ry �- F!LTER FABRIC MATERIAL 12" MINIMUM VERTICALLY BELOW FINiSHED GRADE. www a cn�rwr '��. .. " 36" WIDE ROLLS 2 2" X 2" FIR, PINE OR STEEL DRAWN 6r: SCD FENCE POSTS. �_HECKED BY KJK 3. STITCHED LOOPS TO BE INSTALLED UPHILL SIDE OF SLOPE. p PRW/l ATCH BASIN AREA DRAIN t° 4. COMPACT ALL AREAS OF FILTER FABRIC �S�¢a I Nl♦ J% we will >., TRENCH. 15504 -P 1 WDIM11M BAG DETAL 0 2 x 2 WOOD POSTS, (STANDARD OR BETTER) ORpp POSTS. r 2S. 1 SCALE: KT.8. ALTERNATE. STEEL FENCE KOR�G 6'-0" MAXIMUM SPACING 71 1EXPIRES: 6/30701 ISSUED DATE QO\�� FILTER FABRIC MATERIAL DESIGN REVIEW:3/14/00 c,' FRONTCDr1A1T VI USE STITCHED LOOPS OVER DESREV COMM: 7/20/00 I\\11 I\V� o 2 X 2 POSTS N / PERMIT SET- 7/31/00 6h, ' SITE REVISIONS: 8/18/0 0 I it , "I ' ANGLE. BOTH ENDS OF FILTER FABRIC FENCE TO ASSURE SOIL IS TRAPPED R2 MIN. ADIUS COMPACTED NATIVE SOIL -- CLEAN 3' MINUS GRAVEL —� UAAWifIG .�i !. ` � EROSION C�NrROL PLAN �V INTERLOCKED 2" X 2" POSTS / 12' IN.�/ / AND ATTACH HORTH SUBGRADE REINFORCEMENT— DEPTH i( T EROSION PLAN GF..OTExTILE, IF REQUIRED 0FO TIDE FULL WIDT5 AREA -1 OID VI EW SIDE VIEW SCALE 'r V ER1 4 i 2 2 GRAVEL CONSTRICTION ENTRANCE 3 SEDIVENT t�n4LE 1W • Y R1 SCALE V^" • 'f 87th Ave 11850 '� BUP200-0OMB,81T400-00051 7 of 3498075 ��♦3 Nn _-- -_ v II I ! -r o' F. II! ! I j r I r I I I I 1111 I I Inl Ilii ! 11 I II ! ! II !} III 1 IIII IIIII III I IIIII III '!UII�II I IIlli-�.uII� !II II!j_11_ CTI Unim"ST � 0 1I 12 13 e _ Is 0 20 21 22 �12n�3InIlliQll i 4Il In.0_l.5�!I .n2Il Leul�I 0I 7OII•.1 CN ! !I u� I I II IIIIIr.IItIiIw•;fIurIsI _ 28 $9 30 t i r qy .,..�i is , , )'•'i4�..d`;��sik :i•f�: ?.rr Y(n'i n1 i--.'p7 - . :. .,. - , ... - ow P S1�tS"t�,i��,;.ur's,'('i �',��;;9"'•:r,`+.4fIr1iA.t,.:,i',��> .:.a�' 9"ru n�' ��' y�;x`.ip��,�+��"�,�+wT,+;{p,F s.`.tv�i�'@l{y'',i1�,;P.^a�{.��.'�AA4 r�144Jf{�t.t.:i�,;#.'„ 51^r<4.3N 15 I IN WIN h., ` r Kiri;;i:i ♦ j 0 " W 1 E- J 0 ♦ IT � m0 J 0) di L m "" UIQU0 TIGARD , OREGON �� JX SOURCE ONE * NETWORK, 64C. - OWNER 11670 SW 67TH AVENUE TIGARD, OREGON 97223 _ (� TELEPHONE: 503-624-6020 FAX: 503--624-6860 z • W SOURCE ONE NETWORK, INC. CONTRACTOR � 11670 SW 67TH AVENUE � W FGARD, OREGON 97223 TELEPHONE: 503-624-6020 0 FAX: 503-624-6860 CIDA, INC. ENGINEER 4445 SW BARBUR BOULEVARD, SUITE 200 PORTLAND, OREGON 97201 TELEPHONE: 503-226- 1285 FAX: 503-226- 1670 Ld Lj Y O . w wZ NOTES L O THE CITYS STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON THE SPREADING OF MUD OF DEBRIS OR STORAGE OF MATERIALS OR ECUIPMENT THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION T W V UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND REPORTS, ON A WEEKLY BASIS, TO THE CITYS INSPECTOR. Ld DEPARTMENT OF TRANSPORTATION, FHWA, 1988 ED. VIOLATION SHALL BE CAUSE F)R IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER I"'1EDIATE CLEAN UP AND STOPPAGE OF WORK TO THE CTTYS !NSPECTORS MAY, AT THEIR DISCRETION, REQUIRE PROVISION TESTS i TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCOMPLISH CLEAN UP. , rs, 0 0 AND OR REPORTS FROM THE PERMIT HOLDER, PERMIT HOLDERS ENGINEER OR ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATION AND, ALSO, IN CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL 01> CONSTRUCTION ACCORDANCE WITH A CITY APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEMC' MUST ADEDUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. BE INSTALLED AND MAINTAINE[, MEETING THE DEQ REQUIREMENTS. Tr- CITY MAY PERMIT HOLDERS EXPENSE. AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WOR'I TC ^ i PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT ACCOMPLISH EFFECTIVE EROSION CONTROL. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLI' EXECUTED W Q i w I HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE RELEASE AND WAIVLR DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED w PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A c� I ca BY CONSTRUCTION ACTIVITY, A, EVIDENCE OF DISTURBANCE RESOLUTION AND z TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES AND TO ;TANDARD GRASS MIX, SHRUBS, FLOWERS, BARKDUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR OWNER SATISFACTION. .z HAINES ROAD Q TRI-MET AND TIGARD AND BEAVERTON SCHOOL DISTRICT. _ 0- REPLACED, WITH LIKE KIND AND MATERIAL. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE a d ADVANCE WARNINf: OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. 0 _ THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED r n v� o WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT AD SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE ADJACENT PR'VATE THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE SW BAYLOR V / r1 INITIATION OF CONSTRUCTION WORK. PROPERTY, PL16,.1C PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY 4 SR]E t ` IMPACTED. THE CIE; MAY AT ANY TIME ORDER CORRECTIVE ACTION AND INITIAL AND FINAL LIFT OF ASPHALT r..AS BEEN PLACED. / Li w " L' STOPPAGE OF WCRK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. W N Z ACCESS TO EXISTING PROPERTIES SINALL BE MAINTAINED AT ALL TIMES, INCLUDING THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE CL 9 _ A � J NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS DRAWN er: APN N n a a FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. EXCAVATOR(S) MUST COMPLY WITH ORS 757.541 THROUGH 757.571: = w a. WHO HAVE Al'?HORIT( TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN o CHECKED BY: Kph V) a �6.1 a o EXCAVATOR(S) SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT N to TRAFFIC CONROL DEVICES, FLAGPERSONS, ETC,, SHALL BE IN PLACE PRIOR TO HOURS (MIN.) PRIOR TO START OF WORK. DAMAGE' TO UTILITIES SHALL BE HOLDER SHALT_ NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL PROF i INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. CORRECTED AT THE PERMIT HOLDERS EXPENSE. ASSt",NMENT CHANGES. S��' G t p �'SV`/ t U 04 In W U r- NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR BETWEEN CONSTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL �1 ��1504 ♦ �f THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO 'THE CITY r_ . 9:00 PM TO 7:00 AM, MONDAY THROUGHT FRIDAY NOR BETWEEN 9:00 PM TO ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE 8:00 AM SATURDAY, NOR BETWEEN 9:00 PM TO 9:00 AM SUNDAY. BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE .,ND REDESIGN OR NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT 1 HE PERMIT CONSTRUCTION SAFETY : PER OR-OSHA, CHAPTER 437, DIV. 3 CONSTRUCTION, y HAM?T N % MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE FEET; PEDESTRIAN TRAVEL SHALL HOLDERS Exiw[NSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF SUB-DIVISIONS P - EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITYr T5. e 1e 00 Dula+ REVIEW • • • ALSO BE PROVIDED FOR. WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH � 1 G� INSPECTOR OF ANY/ALL ASSIGNMENT CHMtGES. I 'ARE KO Fc0 AFFECTED U•I'ILITY AGENCIES. 2 10/;5/00 cm REVIEIM • • • THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAI MEA -FIC CONTROL IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR EXPIRES: 6 30 01 REQUIREMENTS A; MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND A TEMPORARY HARD SURFACE PATCH SHALL BE PLACED ON TRENCHES WITHIN PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. TO ASSURE PUBLIC SAFETY ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH ON SITE OR ,,, issu�D DATE 1 3 12 oI o0 cm cOw1E1�15 1 • • • • • • • PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS SHALL BE KRUSE +:. OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. THE PERMIT ' r)NSTRUED TO BE THE CITY SHALL IN NO WAY BE � — •00 THE PERMIT HOLDER OF HIS "RACTOR SHALL NOTIFY THE CITY'S INSPECTOR HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE PROVIDED TO THE CITY. DES. REV.; 08/18/00 AT 50.3-639-4171 TWEN 24 HOURS PRIOR TO COMMENCING WORK, RESULTING FROM THE ,PROSECUTION OF THE WORK. LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF ( ) OF RIGHT-OF-ENTRY OR EASEMENTS. CITY CON N 1; 12/8/00 TWENTY-FOUR (24) HOURS PSY E ANY STAGED INSPECTION AND AFTER WORK PROVIDED FOR LINDER THE PERMIT SWILL INCLUDE REPAIR OF EXISTING 'ITY r OMI; I�/1 1/00 COMPLETING WORK COVERED 9Y THE PERMIT. � � ' FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY BEFORE "LACEMENT OF THE FINAL LIFT OF ASPHALT, 'THE PERMIT HOLDER SHALL A COPY OF THE PERMIT AND kLL ATTACHMENTS, AND A COPY OF THE APPROVED INSPECTORS OPINION, 1.0 OVERCOME DETERIORATION OR DAMAGE WHICH CLEAN AND HAVE THE CITY COMPLETE A PRE-ACCEPTANCE WDEO INSPECTION OF (NORTH CONSTRICTION PLAN AND ALL R.4EN^' ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 .,�AENTS SHALL BE AVAILABLE AT THE WORK OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. DAYS OF NOTICE FOR THE VIDEO INSPECTIONS. ANY DEFICIENCIES SHALL BE VICINITY MAP AREA. ALL WORK TO CONFORM TO THE PERMIT TERMS, CONDITIONS AND CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. REPAIRED BEFORE PLACEMENT OF FINAL LIFT. PROVISION AND TO THE CITY APPROVED PERMIT FLANS, AND APPROVED PLAN liK T1 NOT TO SCALE AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE ONE AS-BUILT MYLAR DRAWING SHOWING ALL PUBLIC IMPROVEMENTS, INCLUDING THE CONTRACTOR ,S RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH AS GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED ANY REVISION MAOF TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM VAULT LOCATIONS WITH BY THE CITY, IN ADVANCE OF WORK PERFORMACE. ALSO, ANY IMPROVEMLNi WHICH MAY IMPACT AN Ey'" PUBLIC SYSTEM OR ENGINEER. <' FACILITY, SHALL BE PROVIDED TO THE CITY BY A I LRED CML ENGINEER DPAw,r,, T11 L E s MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY ALONG WITH AN ENGINEERS CERTIFICATION OF INSIAa.-LAIION COMPLIANCE. EXISTING CONDITIONS BASED ON TOPOGRAPHIC, BOUNDARY, AND UTILITY SURVEY COVER SHEET r OF THE PERMIT HOLDER. THE WORT( AREA AND APPROACH ROADS SHALL BE PREPARED BY WEDOLE do ASSOCIATES DATED AUGUST 14, 2000. MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A SEWER SYSTEM AIR-?FST AND TV TEST REPORT AND ONE SET OF BLU"''NE A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AS-BUILTS MAY BE PEOUIRED FOR REVIEW AND APPROVAL PRIOR TO CONNECTION AVAILABLE AT THE WORK AREA. OF ANY BUILDINGS TU THE SEWER SYSTEM. r 1 v t ' 67th Ave. 11650 ' BUD200-00446,SIT200-00051 6 or 31 ln� oa N,� 98075 9 a-::..,. ,•,. ..:;.dr�AI4`�'#FLV''WNU .A,�F�I94aN::d�vV'°°"'S-h�1'� ,.1 _ �.' v + I , 1 ! ICRe�.Ecu . ff I � l ! II1.!nil n�InII ,i aIe I ?9(11 (1,3i 1 0 I I IS1 � Int I4IO2 i7 46 ♦. f off, d s 67TH AVE STREET IN4PROVE AENTS 77 .. {. n..: .,, ,a .. 77 ,,� axe avf,. :,. t n. � :_. . . .. , .. u.is , i, �+ � ....a ': S ,p.,.'• - xv -- M� kt q. • ,A w''ar 'a I _• t 0 W 'T? ` m0 N N 1 ( ) 24 23 1 N°0� S.W. 67TH AVE. 4 f l I ��^ f✓� -f-� qmu �--'!- -�--fa -- -�Y---�- -- - - \ ►� 8+00 j ' ( �, jt 9+00 CENTERLINE +00 0 35 ( \ \ w ( o c \ 25 t a (276 25 I 0 27 l g 36 27 - 16 10 1 22 " 21 C28 36 3 _ n � 1 13 _ 10 -� P $ 19 �20� R=20' Q 6 \ �r 't` ,�,:� ' ' '' � -- -� }.,,,` ✓tj �. • .'� fa ) to_..p 11 f • r q 1 l _ I 0 Li 13 `_) r/) • . ( c� is 17 00 - f`1 l --i: 4.. _ Z -- - CL C-1 • , N I D 29 Ljdo I.. ��1� 1 t h rn0 NORTH = w SITE PLAN KEYNOTES � Z w LEGEND NOTES I- � o FEWER b HANDICAP PARKING STALL rlso- 0 1. EXISTING SANITARY WER MANHOLE MANHOLE CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CCtiDITIONS t. EXISTING SANITARY SEWER LATERAL SHOWN OR IMPLIED ON DRAWINGS PRIOR TO START OF (0 w 3. EXISTING 2' NORTHWEST NATURAL GAS UNE AFH FIRE HYDRANT CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. r Q 1 4. E X)ST;`IG 12' DUCTILE IRON WATER LINE, 2.9' LEFT OF CENTERLINE CATCH BASIN V 5. E XIST6iG WATER �AL%ES EXISTING CONDITIONS BASED ON BOUNDARY & TOPOGRAPHIC SURVEY 6. EXISTING FIRE HYDRANT TO BE RELOCATED (Ea EXISTING BY WEDDLE k ASSOCIATES, INC. DATED AUGUST 14, 2000. 7. EXISTING POWER POLE WITH STREET LIGHT - FKOTECT DURING CONSTRUCTION DS DOWNSPOUT STATIONING BASED ON INTERSECTION AT 10+00 DECREASING 8. EXISTING TEL!--PHONE-/POWER LINE E3 WM WATER METER SOUTHERLY UN SW 67TH AVE. 9. E XISIING ::AfEk METER - PROTECT DURING CONSTRUCTION 10. EXISTING WOOD Sivir - PROTECT DURING CONSTRUCTION OR REMOVE AND REPLACE V ) 11 EXISTING GAS METER TO BE RLLOCATED 1i I 12. EXISTING OVERHEAD ELECTRIC CONNECTION TO BE RELOCATED 13. EXISTING TREE TO REMAIN - PROTECT DURING CONSTRUCTION 14. EXISTING MAILBOX PAD TO BE REMOVED 15. EXISTING 6' STORM OUTLET - PROVIDE NEW CONNECTION - SEE UTILITY PLAN DRAWN er APN 16. 25' DRIVEWAY TO CONFORM TO CITY OF TIGARD STANDARDS - MATCH EXISTING AC DRIVEWAY C14ECKED BY: KJK 17. EXISTING GUY WIRE -- PROTECT DURING CONSTRUCTION �Et PROfF 19. N18. XEWT6GCONCRETEBRICK GN TO BE SIDEWALK REMOVED ♦S' - .\� atx♦ J/pis 20. LANDSCAPE AREAS WITH STREET TREES - SEE LANDSCAPE PLANS 1�b04 ♦ r 21. NEIN CURB & GUTTER TO CONFORM TO CITY OF TIGARD STANDARDS 22. 25' DRIVEWAY TO CONFORM TO CITY OF TIGARD STANDARDS 23. NEIN 48' SANITARY SEINER MANHOLE '�y 25. / 2�. NEW 6' SANITARY SEWER LINE 25. NEIN 48' STORM SEINER MANHOLE SRL KORO 26. NEW 12' STORM SEWER LINE EXPIRES: 6/30,7017 27. NEW CG-2 TYPE CATCH BASIN 28. NEW LOCATION OF FIRE HYDRANT ISSUED DATE -- 29. NEW LOCATION OF GAS METER DES REV : 08/18,100 . 30. NEW LOCATION OF MAILBOX PAD CITY COM #1. 12/8/00 31. SAWCUT UNE AT CENTERLINE 32. TEMPORARY 15' DRIVEWAY CIty COMM: 1'2/1 1/00 33. FUTURE 6' SIDEWALK TO BE CONSTRUCTED WITH FUTURE DEVELOPMENT 34. NEW 18' x 180 STOP SIGN TO CONFORM TO THE MUTCD 35. CENTERLINE STRIPING - THERMOPLASTIC BROKEN YELLOW LINE TO CONFORM TO THE MUTCU 36. THERMOPLASTIC WHITE STOP BAR TO CONFORM TO THE MUTCO 1 c,TE PL* k C2 n K v , 67th Ave 11650 11" 8UP200-00445,SIT200-000;,1 i1 9 of 34 B No: 9$075 to s CmI T T 1 r I owmal cm I I I 1 i 11,U1 1111 1111I-IIII IIII Illi I I ILII II11 ►III 1111 IIII ILII III 1111 11111111 IIII IIII NII 1 I 11111 III I III IIII 1111 I!!I ,r=. LlO JAY!'rll! 10 1 1 I{ft 19 i• ( Ile I f 7 j Ile 1l® 1 2h 12l1 I 2'2 23 12l4 I ttbl I I I 1 I { 4,N] r +Mr fS*rl 111 rr' d� �9 9 a F'. r 's vr7 d Ia yp a 'M /'1 Em'L t^�.`�f t'�aii., r a� q ;: :.. ;(.. • ?.;� 4S`! r. , , , y fill ..77r'•, ' ., ,:i. .:k.. ,.,.a�M_ ,, ,+,( ,,. •a. " 4 I'ar_-,-..;<,.-.;K:..�..i..:.._r....,r.:_,.:,..a..m_..�._.,.....,_ .,.,! ._�..:. ..,,::.;. r:erg..r...,_c'1e:..dLe,:::�.��._�t_....J,:.:�:_-..ea,,..._....>-v:s.•:..e..ur._:.��._: Y. r, dei'., ':"i,• 0 _..: Y,- Iii. •-- (n �I' �'�"! •.. + _. ,� •- � STA 7+44, 10 LT PROVIDE CONNECTION TO r EXISTING SS MANHOLE ' m0 RIM-429.Q5 Q5 - .._.._ _ _.___.._..... .._...._.._ .. �} ,._ .._ ......__. ' ...__._... ...._.. -.. 8A 0. - � r�0 S 8+81.5 1 Q' (~T IE ((6 N )=321.00 4 SS MH DON D IE (6" N =321.00 NEW RIM-33'.15 MATCH FIG ? IE (8" S))=320.75 ,`/ IE �66: �E -333.'10STA 7+46.5, 13' RT6" SS O 8.9X { IE S =332.90 L m 0 N6N N 48" STM MH #1 _ - 6NARYSEW R S.W. 67H AVE. ��- - - - - - - - - - - - - _. -r Z RIM=328.92 MATCH FG - _ - - - - - O 1XMIN c0 u+ - -- IE i 12" N)-326.77 �--SAWCUT LINE O CENTERLINE u+ IE I 0" ,E)-326.77 g IE ( I 2" S)=326,57, - --I - - - - --I - - ---- - ---- - -- _ - I - - I W 4 - S A + , 3WT 8+00 STA 8+33 1131" R'i - 48" ST MH 1 I 9+00 CENTERLINE -�/ o ►� YSTA853.5C 18' RT STA 8+ 7.50 1 t ' RT rA CONSTRUCT ST DARD CURB do GUTTE `� +00 TYPE CG-2 INL T R'IM=337. O MATCH FG - STA 7+.46.51 18' RT w �? TC=334.89 2 ST,4N0 D DRIV �tAY {E 82" 2" S 334.98 25' S NDARD DRIVEWAY 2 -SEE DETAIL TYPE CG-2 INLET IE (10")=332.89 EE ETAIL IE E 335.18 SEE DETA L `� CONSTRUCT STAN RD SIDEWALK Iw �' �' ' L'' ��'' �' � �' -SEE DETAIL �' �,► -EXITING TING EDGE\OF PAVEMENT TC=329.27 ,.� w w w w w w w w �► w 0 � .P IE (1 U")=327.2' 'D r) W �' �' co _ `D � P� STA 9+57.11 18' RT _ EXISTINGMETER 6" SANITARY SE - GUTTER ELEV.=342.05 12" STM O 1.0% TO REMAIN DJUST TO EXCAVATE & REMO " FINISH GRAD , PROTECT S �® 1% MIN. 1 =327.67 12" STM 0 6. .. � � `- 12 ST 6.4X EXITING OF STREAM - r•fELOCA FIRE HYDRANT DURING CON RUCTION SANITARY SEINER ® ® CONSTRUCT STANDARD CORNER v , �TM26.-7x\ WHEELCHAIR RAMP �.•,. . _ GuNtvtCT TO EX G p p % - ;� 1 \� 99, 1 5 X 5 CUSS 20 6_ _EVC STM, IE-32 °� ° O END 8 &2 HANDPLAC�D RII-RAP `' _ ._ _ b _ �" = 71 ° D CONSTRUCTION ..-.....k.::"T-•.._.:_. .. .. ,....-._._ .._.,�..._...-- ..p.._.._.... �r..,... ..._ Cyr D p b' RT p GUTTER C w r, o - � GUTTER ELEV.=346.58' 4 4' D E ELEV. -3 6.58' TCH EXISTING AC �M !_._ __. .._..._.. _ _ A , N 0:•- -� b Li •` OP.6'. CONCRETE SI K D I .._ . p w a p p` I roc'' EIV WORK l2" M O 2.0% " . ° MATCH EXISTING SAWCUT STA 7;•45, 18' RT BEGIN CURB ac GUTTER CONSTRUCTION _177: LOCATION OF FUTURE SIDEWALK. EX AVATE AND EMOVE EXISTI G I c�4 NEW LOCATION OF FIRE o ON SIDEVALK I SIDEWALK WILL BE-'CONSTRUCTED BOLLA9DS O 3' O.C. 1 CONCRETE ULVERT PIPE 6 _ AS FUTURE DEVELOPMENT OCCURS. �� HYDRANT - SEE DET!IL X44.70 q I STA 7+80.00 ` 1fi' RT b ° DEDICATED RIGHT-OF-WAY I (n 15 TEMPORARY DRIVEWAY CB I o I I RI -338.50 r--- SRIVEWAY WiLI 'BE REMOVED ( A� ° IE=335.50 ! , _ I CU REPLACED WITH STANDAD ( RETAINING�WALL D Q7 I O CURB, GUTTER &` SIDEWALK WHEN FUTI RE DEVELOPMENT OCCUR,-'. __a SEE ON-SITE PU"S STPIP DRAIN f D O In 0 t: _ v W 4& I X144' I 000 0 00 I I A. 00 D I iA� ► - o TM PA rr CURB RETURN TABLE-GUTTER ELEVATION SCALE r 10' _ Ld 0 PC STA 9+5'/.71, 18' RT (SW 67TH) PC 342.1;5' ENGTH=39.26' 1/4 A 343.18' Ld RADIUS=25' 1/2 n 344.32' o �► :. _. '. , A =890 59'17" 3/4 0 345.45' PT STA 50+42.99, , (SW BAYLOR ST.) PT 346.58' 3 352- 110 52 � � Zoi Z 348 -- ^ Pei v �� V rn w -- ---- ------* PROPERTY LINE ~ 00 1Q- W �cin I I V) � - - - - SAWCUT o 0 M in a - 344 - -•-•--- a, �--; = i (E) EXISTING W ° r:W EXI TING GRADE A CENTERLINE i tn ._.:. Z m + 1)` _ W W 7 '_ p Q q00 N '- - rJ �-00 EXISTING NEW �+ U , w 3/4"-0 CR SHED AG REGATE 3EDDING v cnn t &w _ SANITARY SEWER LINE N • z '• U� _ �-- ' '- STORM SEWER LINE 340 z _`_+ CLASS B CKFILL m - N I SL DOMESTIC WATER LINE D cr rkj W)00 T NATURAL GAS LINE o +00 .FII M CATCH BASIN RIM ELEVATION CB (� �-- Z Op F.. �j e( fY I h h ... ►^1 �' a ..O .j} c� ih 6 - 0 . ` _ Fq- Z cl,I� _ .," PRO ED GUTTER PR rLLE RIM 100.00 N Q : (n _:......h_ 336 �-q-� ~ - 1n u� Nu ,N T- `� ' - INVERT EL_VATION CB N o--a n'6� ` X 4 �p z I N s�O - .�,� IE 100.00 oi + ZN v +�cv .. 100.00 DRAWN Bl APN q l cpm C3� h Z t' r`V�MN 42 LF SPOT ELEVATION 6 7'Jt. CHECKED BY: KJK a 3 q a• _ r�.� _ " STOR 0 Vt w(r W w m a 11 m 'm (n w w 0900 �. F !n V) 332ot- PRD F�f EXISTING CONTOUR--1 TO 4 FOOT INTERVALS V r 4'♦�O EXISTING CONTOUR--5 FOOT INTERVALS EXIST N � � r NEW CONTOUR--1 TO 4 FOOT INTERVALS w. 7 tF O 7!� NEW CONTOUR---5 FOOT INTERVALS Nf STORM 100 328 C'500 ► as, 0 LF 3`' S.e : . I AL NOTES �f-,�RC KOR°G r PN _p►S 3 ; . z EXPIRES: 6/30/01 'O ' I 9" SAN _ U 0 issuE, on,E I I ari C i CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS 324 ' - DES, REV.: 08/18/00 p n SHOWN OR IMPLIED ON DRAWINGS PRIOR TO START OF CITY COM N I 12/8/00 ' w CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. I s ( 1°tO CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR ii f I/11 w w TO THE START OF CONSTRUCTION. COORDINATE LOCATION 320 t m-- WITH ENGINEER. ' EXISTING TOPOGRAPHIC' INFORMATION IS BASED ON SURVEY BY WEDDLE do ASSOCIATES INC. DATED AUGUST 14, 2000. • FINISH GRADES TO BE BROUGHT TO WITHIN 0.08 FT IN 10 F1 316 ` i - __-____ _ OF THE GRADES SHOWN AT SUBGRADE AND 10 WITHIN 0.73 FT `�� IN 10 FT AT FINISH GRADE. PLAN do PROFILE CEMENT TREATED BUILDING PADS SHALL HAVE A CROWN WITH 7+50 8+00 8+50 9+00 9 '50 SLOPES BETWEEN 0.30% TO 0.50% ' BENCHMARK: - CITY OF hGARD VERTICAL NETWORK-2 3/4" BRASS DISK-INDEX NO, 150 IN CONCRETE TRAFFIC ISLAND AT INTERSECTION 1 ` ' itH OF SW 68TH AVE. AND HAINES ST. ELL-VATION=336.04' r .� C3 G aY 11�YAA r ■ 4 VE M)AL �r)Fa NO 98075 I 67tN��5n 10 of 14 9UPi00.00446,S11200-00081 ilU I 1 I III I Ilii itl I { {II 11 1 I"IIIIIII I III I�I I11111 ILII ILII ILII ILII I If UII 1111 1111 ILII ILII II1�1 ILII I•III III III f I I I I I ILII ILII ILII ' .. ,r t.EolMlmr s c rrl l � .t d e ,I i b I I© If I I + I I �I I ' ► I L I I l I i 1o■u.1Qll1 2 . 19 14 is 17 la 19 �C 2.1 ?2 23 24 2s d 1.:y ii�� 29 30 , 2 -- • `�I mo i I. 11, b , ,4 M ' a '# rT W ' �•! �� t— :.i �' U) r I m01N0 l s�/ f , S.W. 67TH AVE. m°NN NN r !�; �-_ O . .. __. Ngo 0 -- a N X 8+00 (_, �- 9+OG CENTERLINE �_ O +OO --� °a W a CONSTRUCTION E TRANCE �w w w w w ► w w w " w r -SEE DETAIL iD O r p Q-) A A p \ N �r\ INLET PROTECTI � \ 337.40 TC G 338.85 TCG — — -- O 33i,30 TC 331.20 IC, G 332.20 TCG -SEE DETAIL ( ., \ 335.15 TCG 336.85 TCG 33� TC \ 330.80 339.15 G \ ° 333r 10 TC - - - - — %Vol � a _- 35.25- TE . I• _... 332.60 G 334.75 G ° ♦ _ ♦ 331.80 332.50 5 5 337.45 3 0 339.45 46 r .. �►�T qtr r'T �T�T �r■r► �►�� 1 1 v i-- SEDIMENT FENCEP SEE DETAIL .) I D °, ! I� Li __ i I bf i > � p I � Vf _ D C r,. 00 "{ I 5ED'MENT FENCE—, I� ° -SEE DETAIL TYP.) I OD Ir--- cin I I II I w LEGEND W �_ �SIO�V CONTROL �i G1R1�1®MVQ PLAN � d WALE T � �, 101 _ NEW CONTOURS -- 1 FOOT INTERVALS (� EXISTING • 105 NEW CONTOUR -- 5 FOOT INTERVALS V / �"- FILTER FABRIC MATERIAL 36" WIDE ROLLS EXISTING CONTOUR -- 1 FOOT INTERVALS CATCH BASIN BARRIER RUNOFt' WATER WITH Z O EXISTING CONTOUR -- 5 FOOT INTERVALS r SEDIMENT V BIOBAG 100.50 TC TC=TOP OF CURB ELEVATION GRAVEL APRON S w 100.00 G G=GUTTER ELEVATION 0 N �-s 100.001 SPOT ELEVATION J U b 2 x 2 W000 POSTS, (STANDARD SEDIMENT FENCE v I71 BETTER) OR TE FILTERED A'.TERNATE: STEEL FENCELi WATER PG QTS. r Q �c 6'--0" MAXIMUM SPACING NOTES: EK 1. BURY BOTTOM OF FILTER FABRIC rl**,**N EMwG BARRER 12" MINIMUM VERTICALLY BELOW FINISHED GRADE. Q y- 2. 2" X 2" FIR, PINE OR STEEL 4 w-r To w.&E FENCE POSTS. _ 0 FRONT VIEW 3• STITCHED LOOPS TO BE INSTALLED EROSION CONTROL GENERAL NOTES SEDIMENT FENCE NOTES (f) V) F... UPHILL SIDE OF SLOPE. 4. COMPACT ALL AREAS OF FILTER FABRIC 1) THE IMPLEMENTATION OF THESE EROSION / SEDA„IENThTION CONTROL PLANS (ESC` AND THE 1) SELECTION OF FILTER FABRIC TENSILE' AND BURST';4G STRENGTH DEPENDS ON THE SLOPE TRENCH. MAINTENANCE REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE DES!G STANDAR THE USE OF STANDARD RI HEAVY DUTY FILTER FABRIC SHALL MEET CONSTRUCTION �' ` RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND D INHIBITORS STANDARDS. SYNTHETIC 14OVI FABRIC SHALL CONTAIN ULTRAVIOLET RAY DRAwrJ BY: APN INHIBIAORS AND STABILIZERS TO PROVIDI= A MINIMUM OF 6 MONTHS OF EXPECTED USABLE cHEc�Fo By: KJK VEGETATION / LANDSCAPING IS ESTABLII-AED. CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 DEGREES TO 120 DEGREES. 2) THE BOUNDARIES CF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE SELECTION SHALL BE BASED ON STANDARD ENGINEERING PRINCIPLES FOR DESIGN. PROF FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE S p,1H f/ • - FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MR'NTAINED BY THE 2) STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED V � +� � CONTRACTOR FOR THE DURATION OF CONSTRUCTION. LOOPS FOR 2 X 2 POST INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE # 71 UP—HILL SIDE OF TAE SLOPED AREA, WITH POSTS SPACED A MAXIMUM OF 6 FEET APART. � �, � f 3) THE ESr FACILITIES SHOWN ON )41S PLAN MUS:'f BE CONSTRUCTED IN CONJUNCTION WITH ALL ANGLE BOTH ENDS OF FILTER FABRIC FILTER FABRIC MATERIAL CLEARING AND GRADIN S ACTIVITIES iz`!'i IN SUf%"H A MANNER AS TO INSURE THAT SEDIMENT-LADEN v� FENCE TO ASSURE SOIL IS TRAPPED----, �� 3) FILTER FABRIC FENCE SHALL HAVE A MINIMUM VERTICAL BURIAL OF L INCHES. ALL USE STITCHED LOOPS 0`!cR WATER DUES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE FIRMLY •�r 25 ENG�,SS ��0� 0 2” X 2" POSTS 4) THE ESC FACILITIES SHOWN ON .HIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE REDEPOSITED ALONG THE ENTIRE TRENCHED AREA ON THE UPHILL SIDE OF THE FENCE. �qRL KO��G� G P�PG '��N 1 CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS 4) THE PHYSICAL INTEGRITY OF ALL MATERIALS SHALT- BE SUFFICIENT TO MEET THE NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT REQUIREMENTS OF THEIR INTENDED USE AND WITHSTAND NORMAL WEAR AND TEAR. EXPIRES: G 30 01 LEAVE THE SITE. ' 5) WHERE PRACTICAL THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL TO I'�SUED DATE. � 5) THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS THE LENGTH OF THE HARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, NECESSARY T9 ENSURE THEIR CONTINUED FUNCTIONING. 2" X 2" POSTS SHALL BE INTERLOCKED WITH EACH OTHER AND BE ATTACHED SECURELY. UES. RFv : 08/18/00 ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A r.,ITY Cr)M #1. 12/8/00 MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. COMPACTED NATIVE Sllll_ 6) SEDIMENT FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY AFTER 2S` MIN. EACH RAINFALL AND AT LEAS DAILY DURING PROLONGED RAINFALL. ANY REQUIRED 1Y COMM 1;/1 1 X00 RADIUS S AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A „ REPAIRS, RELOCATIONS OR ADDITIONS SHALL BE MADE IMMEDIATELY. INTERLOCKED 2 X 2 POSTS ) TRAPPED CATCH !'BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO CLEAN 3" MINUS GRAVEL i AND ATTACH PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT UDEN WATER INTO THE DOWNSTREAM SYSTEM. 7) AT NO TIME SHALL MORE THAN ONE FOOT DEPTH OF SEDIMENT BE ALLOWED TO ACCUMULATE \ BEHIND A SEDIMENT FENCE. SEDIMENT SHOULD BE REMOVED OR REGRADED INTO SLOPE'), _ 12" MIN.�! _ 7) STABILIZED CONSTRUCT'ON ENTRANCES SHALL BE INSTALLED AT THE BEGINNING CF CONSTRUCTION AND THE SEDIMENT FENCES REPAIRED AND REESTABLISHED AS NEEDED SGEOTOMLE, IFFREOU REU DEPTH TOP VIEW r I D E VIEW AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO PROVIDE FULL WIDTH - - -- INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. OF INGRESS/EGRESS AREA -- L'17Al. r. . 'Ire-.E: 8) DDITKANAL EROSION CONTROL MEASURES SUCH AS TEMPORAR'i VEGETATW COVER, STRAW EROSION CONTROL & MULCH, EROSION BLANKE'S OR PLASTIC SHEETING MAY BE NEEDED IF THE PERMANENT GRADING P� SURFACING AND LANDSCAPE PLANTING ARE NOT IN PLACE BY THE BEGINNING OF THE RAINY SEASON. 00 2 Cit vm G�ONBTRUC110N 3 �3E011 NT' F"�.tVCE am vrmlr r' - • ,. C4 R roe r� 9807` n �€ eUs'2oo-oo44er SIUW00051 11 of 34 ccas+„y._.tv.e.'!:-:•1Wib�41(flMwklM`M119tM6A� '"W�Y' WtlHi'w'�„ +c 'K, �v r• _wA.rr. 1 ` ., i li I I (l,t IIII I! I I I I ! II I I III I 1111 I 1 11 111 i 'il IIII I t. Ntl I 11 Ir I! I I I I t 1 I) I 1 .I II II I II IMI III III IIII Ilil IIII IIII III 11 I IIII IIII III II IA - cm� I � � I � I � I I ( I � � I i I � I I I I ' I I I I I I I A!I! III I llu�ll x b a . .L ' 10A 61411 io I 1 la • 13 14 1e 16 19 2n 211 Sia �� Z4 a� 21e �� e 2+� 30 , Ilia t� r) , r• i - t .I r: i .A l , 1 •F1y , 41Y • J. mqI AN., W 1 _C. N o 0 N 1 '1 E . _ _.. �. ._.....�...__.__ t. ._ _ .. ... -.. ._. . .. .. .. . .._.. »__....._ ...�.. .. _ _ . .. _ L Q N N • ' S.W. 67TH AVE. 0 VL L 06t ---� — — — d+Ot) 9+0o CEr�TEF�uNE 0 i i ; i +00 f . ! 3 PCC 39 AUU I I 13 LliA _ D 0 �D D D IN +r �'', T'`y�'f. .. ..,, r• � �..r...� .f/'r—� `. +'-'.^ 'Gj D t!. 1;L VH(ro Y w ohm Y t s, Ld Y 1 , •� ti ;;�'. t; 4 BRG Ae ,,. �M ! _ i I _ o `A J • Ir • y I 7 b. ' Li O • Nl0ffM NOTES PLANTING KEY y A=. APE PLAN 1. PROVIDE ONE PERSON WHO WILL BE PRESENT Al' ALL TIMES DURING 11. F;ELD PLACE TREES AND SHRUBS IN LOCATIONS SHOWN ON DRAWING'S. QUANTITY B'OTANICJIL NAME COMMON NAME COMMENTS EXECUTION OF WORK WHO IS FAMILIAR WITH PU44T MATERIALS AND IS TAMP SUFFICIENT PREPARED SOIL MIX UNDER PLANTS TO BRING ROOT — v ) W WAX T � 10' 'KNOWLEDGEABLE OF GOOD HORTICULTURAL PRACTICE. BALL 2 INCHES ABOVE LEVEL OF FINISHED SOIL SURFACE. TREES Z Z 2. NOTIFY THE LANDSCAPE ARCHITECT, 48 HOURS IN ADVANCE OF PLANTING, 12. AFTER SETTING BALLED PLANTS, COMPLETELY REMOVE TWINE OR WIRE 3 PCC PYRUS CALLERYANA 'CHANTICLEER' CHANTICLEER CALLERY PEAR 3 1/2" CAL. B&B O FOR SITE INSPECTION OF PLANT MATERIALS. THE LANDSCAPE ARCHITECT BINDING AND FOLD BACK BURLAP FROM ONE HALF OF THE ROOT BALL. W RETAINS THE RIGHT TO REJECT ANY MATERIALS WHICH DO NOT MEET NON BIODEGRADABLE WRAPPING SHALL BE REMOVED. DO NOT PLANT IF SHRUBS MINIMUM SIZE REQUIREMENTS, OR WHICH DO NOT APPEAR HEALTHY kND THE ROOT BALL IS BROKEN OR CRACKED. WHEN SETTING CONTAINER W WELL FORMED. REMOVE UNACCEPTABLE PLANT MATERIALS FROM WORK PLANTS, CAREFULLY REMOVE POT AND SUPERFICIALLY CUT EDGE ROOTS 4 BRG BERBERIS THUNBERGII ATRO. 'ROSE GLOW' ROSE GLOW RED BARBERRY 5 GAL. � Z AREA IMMEDIATELY. ON THREE SIDES WITH A KNIFL. DO NOT PLANT IF THE ROOT BALL BREAKS 3 RSW RHODODENDRON 'SCARLET WONDER' O OR LOOSENS. BACKFILL THE PIT WITH SOIL MIX, 2/3 FULL. AND '- 2 GAL � 0 3. ALL PUNTS SHALL BE HEALTHY, WELL BRANCHED AND ROOTED AND TRUE THROUGHLY MUD-IN EACH PLANT WITH WATER. PLACE FERTILIZER GROUND COVER TO SPECIES AND VARIETY, FREE FROM DISEASE, INSECT PESTS AND TABLETS SO THAT THEY DO NOT TOUCH PLANT ROOTS. PLACE AND 20,00Ci• WEEDS. THEY SHALL HAVE GOOD GROWTH HABIT �REE OF PHYSICAL COMPACT SOIL MIX TO FINISH GRADE LEVEL. HOSE DOWN WITH FINE MIST _ DISFIGUREMENT. INJURY. ABRASIONS OP SUN SCALDS. PLANTS SHALL EQUAL TO CLEANSE LEAVES OF DEBRIS AND REMOVE TAGS. 3gU ARCTOSTAPHLOS WA-URSI 'VANCOUVER JADE' KiNNIKINNK;K 1 GAL. PLANT, 30. O.C. 1 ' WINDS OR EXCEED MEASUREM'E.NTS IN THE PLANT LIST. ® r 1 0 - SPECIFIED TREE 13. MULCH SHALL BE COMMERCIAL GRADE, MEDIUM GRIND, HEMLOCK APPLIED U 4. PLANT WILL CONFORM TO CURRENT REQUIREMENTS OF AMERICAN A WINIMUM OF 2 INCHES UNIFORMLY OVER ALL PLANTING AREAS. STANDARDS FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF ,{ A2" x 2' x 8' DOUGLAS FIR STAKES, NURSERYMEN• 14. PUNT TABLET FER iUZERS SHALL BE AS FOLLOWS: �l TTACH TO TREE WITH TWO STRANDS - TREES - 20-10-5, ?1 GRAM SIZE, AT A RATE OF 6 TABLETS, f 11 STAKING PLAN TWISTED 12 NEW GALT. WIRE do DS 5. ALL PL;wfS SMALL BE GROWN FOR THIS GENERAL LATITUDE OR SHALL BE PLUS ONE PER FOOT OF HEIGHT UP TO 12 TABLETS MAXIMUM. 0 5/8" RUBBER HOSE ADEQUATELY CLIMATIZED. - SHRUBS - 20-10-5, 10 GRAM SIZE, AT A RATE OF 4 PER 5 GALLON SIZE, r n ��//�� LL V / VI r' 2 PER 1-4, GALLON SIZE. GENERAL NOTES � i-- SET CROWN OF ROOTBALL 1" ABOVE 6. PROTECT PLANTS AT ALL TAMES DURING SHIPPING, HANDLING, STORAGE AND - GROUND COVER - 20-10-5-, 10 CRAM SIZE, AT A RATE OF ONE PER PLANT. FINISH GRADE PLANTING FROM BREAKAGE, DESICCATION, WINDBURN, SUN DAMN.^E AND WEATHER EXTREMES. STORE PLANTS IN AN UPRIGHT POSITION ANL AVOW 15. IRRIGATE WHEN NECESSARY TO AVOID DRYING OUT OF MATERIAL AND TO ALL LAIJDSCAP!NG SHALL BE IRRIGATED WITH AN IN-GROUND, FULLY AUTOMATIC SYSTEM SUFFICIENT VENTILATION. DO NOT PICK UP CONTARIERIZED OR BALL- PROMOTE HEALTHY GROWTH, UNTIL DATE OF FINAL APPROVAL PLANTS BY STEMS OR TRUNKS. LANDSCAPE ARCHITECT MAY APPROVE PLANT SUBSTITUTIONS DURING CONSTRUCTION DUE DRAJ•f' e' t REMOVE BURLAP FROM TOP 1/3 OF 16. ONE-YEAR CORRECTION PERIOD BEGINS AT DATE OF FINAL ACCEPTANCE. TO AVAILABILTY CHANGE OF SPECIFIED PLANTS APPROVED BY DESIGN REVIEW. ALL CHECKED 13�: ._ ROOTBALL AFTER STAKING 7, ALL PLANTS WIU_ BE WELL FORMED AND POSSESS TOP AND ROOT GROWTH THE CONTRACTOR WILL NOT BE HELD RESPONSIBLE FOR VANDALISM, SUBSTITUTED PLANTS SHALL CONFORM WITH THE SIZE AND GENERAL QUALITY OF THOSE TYPICAL TO THE VARIETY AND IN HEALTHY PROPORTIONS TO EACH OTHER. THEFT, ATYPICAL WEATHER CONDITIONS OR HIDDEN PECULIARITIES OF ORIGINALLY SPECIFIED. JS7, BARK MULCH - 2" DEPTH - WORE; AREA PORING THIS PERIOD. 8. CONTAINER GROWN MATFRIAL SHALL HAVE ENOUGH FIBROUS ROOT MASS 388 _ FINISH / / TO HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. ROOT BOUND 17. PLANT MATERIALS MUST BE IN HEALTHY CONDITION AT THE END OF THE ' GRADE BARK MULCH CIRCLE SHALL EXTEND MATERIAL IS UNACCEPTABLE. ONE-YEAR CORRECTION PERIOD. REMOVE DEAD AND REJECTED MATERIAL 4� 6" BEYOND TREE STAKES IN TURF AREAS WITHIN FIVE DAYS OF BEING SO DIRECTED. REPLACE AS SOON AS _ 9. PLANTING PITS SHALL BE BACKFILLED WITH ONE-HALF EXISTING SOIL "OSSIBLE. REPAIR, AT NO ADDED COST TO THE CLIENT, ANY DAMAGE TO L I KKs 1 UI�I III= AND ON:-HALF ORGANIC AMENDING MATERIAL APPROPRIATE FOR EACH SPECIES. OTHER PLANTS OR TO OTHER PROPERTY CAUSED BY THE CONTRACTOR • (1) ALL GROUND COVER SHALL BE OREGON BACKFILL SOLI MIXTURE BACK FILL MATERIAL SHALL BE THROUGHLY MIXED. NOTIFY LANDSCAPE DURING REPLACEMENT TO PLANT MATERIALS DURING ONS-YEAR PLANTED AT EQUAL TRIANGULAR III III If _ ARCHITECT IMMEDIATELY IF AN UNUSUAL CONDITION WHICH APPEARS CORRECTION. a' SPACING PER 9N CENTER SPACING 11/C7/9 6c DETRIMENTAL TO THE NEW PLANTING, IS ENCOUNTERED. pJ AS SPECIFIED ON PLANTING PLAN x — COMPACTED 1'.ACKFILL SOIL 111XTURE PLANTING BEDS SHALL BE 4" AMENDING MATERIAL AND 2" EXISTING SOIL OR IF 18. AMEND LAWN AND GPOUNDCOVER AREAS WITH 3 INCHES MINIMUM OF �`f (2) LOCATE. ;ROUND COVER ONE HA'_F STAKES SHALL EXTEND M;NIMUM OF EXISTING SOIL IS INAPPROPRIATE REMOVE AND REPLACE WITH 2" IMPORTED TOPSOIL COMPOSTED GARDEN MULCH. INCORPORATE AMENDING MATERIAL INTO OF SPECIFIED SPACING DISTANCESa, EO DATE 1 THREE FEET INTO UNDISTURBED SOIL AND 4" OF AMENDING MATERIAL THE TOP 6 INCHES OF EXISTING SOIL AND THROUGHLY BLEND. — FROM ANY CURB, S'DEWALK, OF, OTHER HARD SURFACE, UNLESS C . REV.: 08/18/00 MIN. 2 x DIA. ROOT BALE � 10. PLANT AFTER IRRIGATION IS INSTALLED AND OPERATIONAL PLANT AFTER / OTHERWISE SPECIFIED CITY COM 1: 12/13/00 NOTE: STAIN TREE STAKES WITH TWO IY SCARIFY SIDES & BOTTOM COATS OF /707 OLYMPIC STAIN PREPARATION OF PLAIT BED AND WHEN SOIL CONDfTK*S ARE SUITABLE AND IN ACCORDANCE WITH LOCAUY ACCEPTED PRACTICE. PLANTING IS CITY COMM 12/11/00 NOT PERMITTED DURING THE FOLLOWING CONDMONS: 1 TYPICAL WC0101A TFEE PLANT �AL - HOT WEATHER, GREATER THAN 90 DEGREES F. - WINDY WEATHER WITH VELOCITY GREATER THAN 20 MPH. KTP - WET WEATHER WHEN SOILS ARE SATURATED. - COLD WEATHER WITH TEMPERATURE LESS THAN 32 DECREES F. 0 EQUAL DRAWING TI' .E LANDSCAPE PIAN 2 TYPICA. Q'I' MMII COVER PLANTM MT'AL C5 C5Y •1' V 041 Qno 1 V Joe No 9807` � Ave 11680 67th ,,, SUP2004 MAG.SI1200 12 or 3A00061 1 .. j ,,, t.:, II IID It Itll It lilt II s, *Now 11 I! r E E 11 ILII r111 tlEl tll LIN lift NI tII III 't ,�s { '' •TALI X:m I ( ! I I I I ( 1 1 IIlINt1U+11E 1 IIlIIT III ItEllltl II. II111 Itllll Ihlll Illtllllt IIIIIIIII IIIIIIIEI Illtl III IIIIII111 111111111 tlll�ltll Ittllllll IIEIIIIIEIIIIIINII tlltlilll LEI ( I u117, uu ml 29 3A ;' 1 �0111�.f px • S • 10 1 I 12 II, IIA { Iib 17 IA I2 �O 2�1 2I2 2I3 2I4 I I I " . .• ., a ..:- �. 'c 5. , , Y • r• t n is a ' r I yi ` Yy Ilk f O O CROSSWALK STRIPING NN CURB JOINT PC/PT EXISTING DRIVEWAY - ,...��, ` 1-=--•-- -- 5' MIN. SEE NOTE 5 ROW DRAINAGE BLOCKOUMATCH WIDTH GRADE T r + 3" I.D.I.Dr PLASTIC r--- 2% its �6» PIPE W/COUPLING SIDEWALK 8' I A o RA .Y•, •" 1" CURBSIDE R W LINE /' > BATTER ' ;d:' �•�;. �� ROAD 11j '"� A?�'.f •+ y ' T OA � 5' �/�A E S SEE NOTE 4 '1 m ry o 1 •b N • >, R P 6 Ar• . Y R f r j��• ��• .INS � .... ;►: M SEE NOTE 3 all 2" OF 3/4"-0" BASEROCK ' • «�•• • • .•i •a •46 s 12" • t1r� , 75- 1/ ' : is , SEE m�ryN COMPACTED SUBC4Ar " 1.!.% i ` y.� 1 j2" • ;;•, _ N N .•• ' ' i."�; •s .MAX. STOP SIGN LOCATION �+•sti:+ NOTE S • `� 1 5 M O Zy SEE NOTE 2 2� ��z o o (INSTALL 4" PVC SLEEVE •y�"A�i": l • • ' Ar •'•"• • UNTIL PERMANENT SIGN .� -L SIDEWALK �n g N t�1•+• BASE COURSE-� INSTAU ATION) 0� vow c SIDEWALK ADJACENT TO CURB \P '�;•. ,_ ,��,, • . . 24"- b a I- < O\J�?,`'` •1':;•. 3;a EXPANSION 6 - 5' MIN. ROW P ��, •, �V., JOINT (IYP) 10' MIN 1. FOR USE ALONG MEUTANS, GUTTERS MAY BE REDUCED WITH PRIOR t� 6 APPROVAL FROM THE CITY ENGINEER. •• ' ROA 2 y j r Q I- % .; A D '"•. ...• PLAN ,�, PC/PT " ,�•. I 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. •::< 0\N f 3. EXPANSION JOINTS: • • _.� 3 :•;: 4„ r� s. / V / 2" OF 3/4'--O' BASEROCK A. TO BE PROVIDED: � • v , COMPACTED SUBGRADE 1) AT EACH POINT OF TANGENCY OF THE CURB. PLAN VIEW 2) AT EACH COLD JOINT. W STREET �-- SIDEWALK AWAY FROM CURB 3) AT EACH SIDE OF INLET STRUCTURES. ,L : ..�_�. : :_,� •+• NOTES: 4) AT EACH END OF DRIVEWAYS. _ 6.. 6 1 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. ___ 2" OF AGGREGATE 1• CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, • `� -,r FLUSH SECTION A-/q (3/4"-0") COMPACTEDOF � 1-112- TO 3". W!TH A THICKNESS OF 1/2 INCH. �� 12. 1-.� �T � 6" X 6" 10 GA MESH I 4. CONTRACTION JOINTS: � ' "•• , 2. PANELS TO BE 5 FEET LONG. •• SEE NOTE N0. 4 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, A. SPACING TO 8E NOT MORE THAN 15 FEET. � 4" P.C. CONCRETE •• Li IUTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED45FEETr B THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. - 0�� NdTEs; 5. SASE ROCK 2"-0 OR 3/4"-0, 95% COMPACTION. 2" 3/4"-0" AGG. BASER b•�o�A� BASF-ROCK BASE ROCK SHALL A T4) 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE SUBGRADE OF STREET STRUCTURE OR 4" IN D!•PTH, WHICHEVER IS GREATER, CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RAulus. SECTIOI`J A-•A O 5. CURBSIOEILK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF DRIVEWAY. • DRAINAGE BLOCKOUT - 3" G:AMETER PLASTIC PIPE: 2. CURE JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. A. 3" I.D. PLASTIC PIPE WITH COUPLING. 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMP OTHERWISE SIDEWALK SHALL HAVE A. MINIMUM THICKNESS OF 4 INCHES. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB NOTES: MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. IMPREGNATED 6. DRAIN BLOCKOUTS IN CURBS SHAt_L BE EXTENDED TO BACK OF SIDEWALK WITH 3" DAME TER SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. E 1. CONCRETE SHALL ATTAHI A MINIMUM COMPRESSIVE STRENGTH OF PANELS P.S.I. L E DAYS. 4• 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. PLASTIC PIPE AT 2� SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL DE PLACED A MINIMUM OF 2.0' 2. CONTRACTION JOINTS •`.HALL BE SCRIBED 3/4" DEEP AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. BE EDGED ON 4 SIDE"). AND RAMP PANELS SH/ALL BE 3. EXPANSION JOINT` SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. "�011�`p" 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. AOUITM F. VUDW No BCAU AANMIr AIM .:w1LL R a"anR CONCRETE Oft N0. oAorler�iw ooAl�lorr �. Dum" No lC+1LE Ar�RONI►ft aai art WILL @L%a Im�� o►'Aa NIM egpBplrAo ocrmseff A4ile:iM F. OUItU" NO sm4a Ar.•o��,, MAS I.�. SIDEWALK •� CURB do GUTTER arr -may.two' 1 20 p�a, „ '' 101 moam It" „Ilt� a„r•,.1., STANDARD CORNER DW ft O10P MAS 10I's"" w..F. ° ", STANDARD No sc%LE M� 126 cmr � u g. w�a+ �sw WHEELCHAIR RAMP � 28 mom .>�ri On No. Li �.�,� Clrs 1 IMAM was IiARCAI ,... DRIVEW�4Y � 42 Y A1Mw01A1L�: W I O SAWCUT SURFACING MATCH EXISTING MATERIAL LOrATE FRAME AND COYER � PLAN V / V,j 7 TOPSOIL OVER LEDGE OF AT LEAST OR A5 12" IN WIDTH �!; r,i J ` a n DIRECTED r - BASE MATERIAL j-k c8t s j ZX - - W < \•� /•• SERVICE LATERAL PIPE � a / SECURE 2X4 IN PLACE O SIZE AS SPECIFIED AGAINST PLUG W/ BACKFILL z I I I '�I Q..I _ L !/� TO PREVENT PLUG BLOWOFF I o f v, ~ �J SANITARY MAIN � I J OR LATERAL U I I 7`I MAx11OF 27' FROM SET FRAME IN NC;q-SHRINK x I "� I � I TOP OF FIRST STEP GROUT U p 1 + TO TOP Of' CASTING j NOTES:- GRADE RINDS (2",4',OR 6') �j• I} -MANHOLE TO CONFORM WITH \ SET IN NON-SHRINK GROUT 2X4 Q ASTM C-478 '• \+\ -MANHOLE FRAME AND COVER 1' I \.a STANDARD ECCENTRIC I 6w AS SPECIFIED SEE DRAWING 110-SA/120-5,N '�'v��'' \ ,�3' CONE T V I•I I'N \, \ STA110N: DISTANCE TO NEAREST MANHOLE. 12 IL -ALL PIPES ENTERING OR EXITING 1� •' \!\ (NEED TO IDENTIFY UPSTREAM OR DOWNSTREAM) Q6 SHALL BE WATER TIGHT LENGTH: SHOWriSTANCC FROM MAIN TO END OF LATERAL j -CHANNELS TO BE 3 4 VIH INISCAL I�I � � HEIGHT; TOTAI. LENGTH OF 2X4 AT ENO OF LATERAL Miti ��< HEIGHT OF PIPE-SMOOTH FINISH TAfI LOTS: AS S!-'OWN ON APPROVED SET OF PLANS 36'' n -RMA-NECK OR KENT-SEAL TO BE7 I•I LENGT`I MARKINGS TO F. CE STREET USED ON ALL MANHOLE SZCTIONS I' 'I 1�,1 12" HEICH; DRAWN 13v: APN -INSIDE DROP MAXIMUM 2' 1 1 OF GROUND MAGNETIC CHECKED BY' KJK 8' MIN / MANHOLE SECTION MIN 2X4 COLOR CODE SURFACE SURFACE TAPE 8" MIN MINIMUMLHEIGHTNOF STANDARD INVERT I. I 1 •L/(VARIABLE 1•-4') 36" LOT/ (GREEN-SANITARY) `4 C0 PRO `r O MIN BEDDING BBEOW - I ;I OUI Of PIPE BELL TO BE 5' \� ` v 1 1♦VO -SEE DRAWING NO, 100-SA MANHOLE STEPS -KNOCKOUTS TO BE USED WHEN STUB OUT PIPE IS 3' OR LESS I.'1 GROUND \ -MIN. .20' FALL BETWEEN INLET AND OUTLET I:I 1 1 � I`•�11 I .I n _ I►I MAG/TAPE (GREEN W/BLACK LE-1 TERS) T I`•. 48"MIN. KOROG PIPE 2X4 EXPI TRENCH FOUNDATION I";I RES: S 30 01 T2 MAXIMUM I,`� 1'/FT. ELOPE 18" STASIU2ATION, /S REQUIRED FOR CONCRETE PIPE I" MIN. FROM TOP OF PLUG I I•)1 PIPE TO MANHOLE ISSUED GA11 I' I I 'I SECTION " IP . - - DES. REv U8/1 n/00 NOTE: • D • 1 • s •0 • CITY COM #I: 12/8/00 I. Q 1 I •oA ••�� 1 MINIMUM SLOPE FOR 3/4"-0 PIPE ZONE �,ItiI r SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. 12' OF 3/4"-o COMPkCTED WN11W1.1 ;CONCRE ,! ' '•� rao •b I e" PIPE - 0.010 MATERAL AS SPECIFIED 2. JOINTS TO BE TACK AND SANDED, BASE MATERIAL �'' - :�`-;w s;;'.� -� I pl 4` PIPS .. 0.020 3. SAWCUT SHALL B_ TACK COATED WITH 81T � '• TEE IiiIl ,: r': ---•M;-`-';°�-' ,' :. 1 1.11 BEDDISUPPNGTGRAVt _ �,,•g�, t ;; UMINUS ASPHALT EMULSION. �� r.,. � sIlm i p ;•,• .•1^: _. .r.• I MINIMUM 2'O'' DE �_LEVATION AAMIIDKp Rr --^ & STANDARD MANHOLE unified uninw- DRANING 1IT[ t DION404K OEPARTMD11T ACJ3TTN F. OUfNAS NO SCALE sew�� ( I�IPRONF�IIEMT DETAILS � SERVICE LATERAD. V 1��Iw►p, a1.�„ TRENCH DWG. Igo. e�� I A9e�Y � DRAWING N0. 010-SA 1 IMAKM IMI BACKFILL DRAWING NO. 170-SA Ghf Q► 'll�►"�b ras IIAIAR:tw to anw OWMA 4.. R A.+�pVK off$ -- - •,.....„� T' e C61771 u JOH NO ll� - 0 B7tO�ve 11850 .I Cof 34 m F I I ( rT1 t BUP 13 0 31T200 00051 :; _ Til, �....,,.,..,.-...._._ _...��.._ ... ._-_.__._----�_,__....__........_.__..-............ -. .. , .._ .._....M_ Iblr .r p• l IO 1 1 I2 13 14 it II =s3 >ICI I 'r iii 30 ' �. , f 1 1 i ' YIR t• 1 O i5' MIN 4% SIDEWALK ADJACENT TO CURB " W , H D VALVE RISER �— COMPLETE--` 7 V11 --SIDEWALK ` p 1B' MI b MIN MAX BRI'-AK FLANGE 1 STREET TREE m - SND \/ / / I I L �7 3 Z N1 Kl DRAIN ROCK POCKET / �\ o �4 '.0 FT MIN EXISTING 30 R/W EXISTING 30' R/W g O r-6' DUCTILE IRON PIPE '� 6' S.5' -�I6"I 18' 11_5' 6" 18' a a 4 ,� •+• �� I+ 11.5' EDGE EXISTING AC /\ \.�� ••` - - \� SEE DETAIL T6' MEGALUG RETAINER EX75TI�G DITCH- NEW ROADWAY GLAND (EBAA I;UND z SLOPE VARIES SEE PROFILE SLOPE VARIES DEPTH 1' CONCRETE PIER 6' GATE VALVE I FLG x NJ ' BLOCK s � '..,: . \ \ \ \ \ rITIN MJ ec 6' FLG TEE i ♦ • \ \ � � _ _I ?'°•'�'`"'�' , . .`. \ . ,` `. SEE NOTE G I LAND":CAPE AREA r n : THRUST BLOCK 7s,OE SEE DETAIL V / 4" OF CLASS "C" ASPHALT CONCRETE FAVEMENT SAWCUT AT CENTERLINE OR MATCH EXISTING, WHICHEVER IS GREATER SAND, SEAL JOINT 3" OF 3/4" MINUS CRUSHED AGGREGATE SUBGRADE SIDEWALK WITH PLANTER ID' MIN OR MATCH EXISTING, WHICHEVER IS GREATER EXISTING DITCH SLOPEm6% • STRIP AT CURB 12 OF 2" MINUS CRUSHED AGGREGATE BASE Z4' MAX OR MATCH EXISTING, WHICHEVER IS GREATER ALL WORK TO CONFORM WITH THE REGRADE DITCH SLOPE TO BE 1% FROM STORM Os REQUIREMENTS OF CITY OF TIGARD DRAIN OUTFAt.L TO A POINT _2' DOWNSTREAM TO COMPACTION PEQUIREMENTS ALLOW POSIT\/E DRAINAGE AS SHowN ON PL-ANS. ��IDEWALK MIN ASPHALT SUB.RADE PAVEMENT- 95XMIN 92%PERMIN. PER AASHTO 099 TM 306 6' MAX BREAK FLANGE ACGREGATE BASE - 95% MIN. PER AASHTO T-99 I 1 TYPICAL. ROAD SECTION 2 E riser 3 DI rcH SECTION A—A C7 NOT TO SCALE C7 NOT TO SCALE L FOR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE IN ACCORDANCE WITH DISTRICT CONSTRUCTION SPECIFICATIONS. Z. PROVIDE A 3 FT CLEAR SPACE ARLUND CIRCUMFERENCE OF FIRE HYDRANT. TukFIRE HYDRANT DETAIL No. > ♦ �� STANDARD INSTALLA7IQN _ F 101 W Li Y M � w B ONE TWO RECESSED SEVEN NO. 3 13AR5 7 Z 1 NO. 5 NO. 3 _ AREA AT 5" O.C. L I BAR 9AR5 B --------------- --- �. : D .. ,'-: ve VARIES TO MATCkLd A o A •- ;• CURB TYPE I-, z e 6 + e • • I q.l', 14. a •• 1 1/2' NO. 5 BAR • q . • • r e.I • •': I W � NORMAL SLOPE — e—J OF PAVEMENT 1► \ �,�Q) 4 � v I RECESSED CURB INLETS PLAN lip : I PLAN VIEW TO BE INSTALLED IN ACCORDANCE WITH B pRAwING r40. 226 ° 'tea 2 CURB ;. 1.'► V I V I TOP OF PAVEMENT , . � ' CONST. JOINT- OPTION:V ;� 1/3 OF SURFACE AREA • • = WEEP - O \ C I ' •' 4 r .Q 1 1 '2" 3" MIN. DRAWN BY ADN -- O - HOLES --� I N0. 3 BARS i:= `�:: Cr E' tEU B'*: KJK s ./ / � . �a I •' ■ -- PROFS MAX MAX I SEE HOOK d ' p 18 p ' BAR DETAIL 4 f .Q e. �� • • � � , N 1• I . f11N. 1 1/2" 25. l G� ry , : / ; a , . o ; • . ve No. } \ .6.t.. o.. • , R` KORO • BAR I , .e' 2 8 '• �" R. 2 •• a" :. . :a ;. . .a ; .� . Q • . (EXPIRES: 6V . 30 Ol SECTION A—A SECTION B—B ISSUED DATE -- - — DE`. REV.: 06/18/00 NOTES' r' CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-476 CIN COM N 12 8/UU STEPS REOUIRED FOR CATCH BASINS OVER 4'1/2 TO FIOWLINE ' ' +)MM N" OF 3/4" COMPACTED BASE MATERIAL SECTION -B_ PRECAST CATCH BASIN- HOOK BAR MINIMUM WALL THICKNESS TO BE 5" DETAIL Y� ra �% '+`r� rltram`1}'r,'t� REINFORCEMENT TO BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED WIRE MEETIN , A I 'fir .at 7 fc .I r �+ .,;•r,., — — I • .DI ' —-- + GUTTER & CURB INLET unified DRAA,N� T.T_F ',�,��' G U T T E R 8c CURB unified WIPROVEYENT DETAILS . . sewerage INLET CATCH BASIN s CATCH BASIN (r.G- 2)y �DRAWiNG NO. 225 ( CG— 2� NO.226 - I - _______-___ C 7 a gg� nA NO: � R filth Ave 11680 SUP200-00446.SIT200 00061 14 of 34 Pon No 1041:. ,+: •,,.:. ' %..: .. _..-. . .. _ .�.w. ,,,,r .b.hw.a,, w ■.Ww...i dnt .w,w M✓.I+l .. +A�O••r M,y,.yn•. .._ .. •�'.IF. CR1 1 II11 . it I 11 11 1 I ! I III III I (I III VIII I VIII II II !11 II I Iil 11 III I IIIIiII�IIIIIIilllilllllllllllfll (I 111111! VIII III III I IIII " IIUI III�IIII�I.III , . Ipp slam 10 1 1 12 13 14 11. Id I I® 19 2O 21 2' '2 23 24 15 '2Q 27 28 29 30 ,1 I , :e r - .t.-. - 41:1+:'1• .Y-- 1 � r ;i•t .y tix,j T 3 O O N W It D PLANTING KEY ��. J•- Olal1NTTTY BOTMAC& WIME COMMON f"E COMMENTS ` In N n 0 Izrmr TRESS ��NO — m 4 AG ACER GRISEUM PAPER BARK MAPLE 2 1/2" CAL. B&B r < 0 NN V 8 PCC PYRUS CALLERYANA 'CHANTICLEER' CHANTICLEER CALLER' PEAR 3 1/2- CAL. B&B ` m N N 1 QFS QUERCUS FRAINETIJ 'SCHMIDT' FOREST GREEN OAK 2 1/2" CAL. B&B 3 0 Z 0 0 SHRUBS v w< d f1 I- tL r 6 ADV AZALEA 'DELAWARE VALLEY' -- ? rAL. S.W. BA.YLOR ST. 4 BRG BERBERIS THUNBERGII ATRO. 'ROSE' CLOW' ROSE GLOW RED BARBERRY 5 GAL. 5 EFS EUONYMUS FORTUNEI 'SARCOXIE' SARCOXIE EUONYMUS 2 GAL, 29 EEG EUONYMUS FORTUNEI 'EMERALD GAIETY' EMERALD GAIETY EUONYMUS 5 ;AL. 5 FH FUCHSIA HYBRIDA HARDY HYBRID FUCHSIA 2 GAL. • 5 HH HEMEROCALLIS DAYLILY 1 CAL. + '14 LA LAVANDULA ANGUSTIFOLIA ENGLISH LAVENDER 1 GAL. 5 RSW RHODODENDRON 'SCARLET WONDER' -- 2 GAL, 3 VD VIBURNUM DAVIDII DAVID VIBURNUM 2 GAL, 4 PJ PIERIS JAPONICA JAPANESE PIERIS 2 Q'IL. 0 18" OAK TO GROUND COVER _ e BE REMOVIED AUU ARCTOSfAPHLOS UVA-URSI 'VANCOUVER JADE' KINNIKINNICK 1 GAL. PLANT, 30" O.C. 2DO 2D COTONEASTER DAMMIERI 'EICHHOLZ' EICHHOLZ COTONEASTER 1 GAL. PLANT, 30" O.C. — d. a - 36C EUONYMUS FORTUNEI 'COLORATA' PURPLE LE kF WINTERCREEPER 1 GAL. PLANT, 30" O.C. % d GENERAL NOTES I • 40 ;d G � . � ALL LANDSCAPING SHALL BE IRRIGATED WITH AN IN-GROUND, FULLY AUTOMATIC SYSTEM. / ° LANDSCAPE ARCHITECT MAY APPROVE PLANT SUBSTITUTIONS DURING CONSTRUCTION DUE �/ / TO AVAILABILTY CHANGE OF SPECIFIED PLANTS APPROVED BY DESIGN REVIEW. ALL I ' - 3 RSW 5 VD SUBSTITUTED PLANTS SHALL CONFORM WITH THE SIZE AND GENERAL OUALIT'.' OF THOSE I ORIGINALLY SPECIFIED. f 5 PCC 91 AUU 3 FH SEE SEPARATE PUBLIC IMRPOVEMENT PLANS BY CIDA, INC. FOR WORK WITHIN PUBLIC I ` 3 LA SHOWN ON THIS OPLAN.Y GRADES ARE FORY�REFERENCENONLY.ALK CONSTRUCTIONHIN I 2-14' OAK TO OF THESE FEATURES SHALL CONFORM TO THE REQUIREMENTS SHOWN ON THE BE REMOVED PUBLIC IMPROVEMENT P PrdS I 4 BRG I TREE PLAN ALL EXISTING ON-SITE TREES ARE TO BE REMOVED DUE TO CONSTRUCTION I 10 AUU— EXISTING c 5 HH a EXISTING TREES TO BE REMOVED: 3 PJ 18" OAK TO BE REMOVED I 2-14" OAK TO BE REMOVED 21 AUU 24" OAK TO BE REMOVED ja 70" TOTAL CALIP. OF TREES TO BE REMOVED L� i ON-SITE TREE MITIGATION PLANS: 12 TREES TO BE ADDED TO THE SITE -- i 4" CALIPER INCHES FOR MITIGATION. I 8 STREET TREES AT 3 1/2* CAL. EACH = 12" CALIP, z I 10 EEG 4 SITE TREES ® 2 1/2- CAL. EACH = 2" CALIP. = Z w 0 � 0 � 39 AUU BALANCE OF MITIGATION TO BE B`. "FEE IN LIEU" FOR REMAINING 56". r^ Q i 1 QFS REPLACEMENT TREES REQUIRED: V = I 3 PCC REMAINING CALIPER INCHES_ OF TREES REMOVED _ = 56" = 16 REPLACEMENT TREES REQUIREDLIJ I 22 CD 26 EFC - CALIPER SIZE OF AVAILABLE REPLACEMENT TREES 3.5" '16 - 3.5" CALIPER TREES ® S323.00 PER TREE = $5168.00 TO BE PAID "FEE IN LIEU." IIk 2 AG - *TREE PRICE BASED ON 1999-2000 TEUFEL NURSERY r , I CATALOG PRICE FOR A 3.5" CALIPER PYRUS CALLERYANA. �•/ cn I � 0 d d LIGHTING KEYNOTES cd Q r c� I v 24" OAK TO � r•- I BE REMOVED O 400 WATT METAL HALIDE WALL MOUNTED LIGHTING. MUUN i FD AT 18 FEET. MANUFACTURED i d BY LITHONIA. HI-TEK LIGHTING STYLE. -- CENTER IN DORMER ABOVE OPENING. I 6 AUU I 27 AUU I 3 EEG DRAWN BY: LLD d 2 AG — C*- ECKED BY: JLJ 4 EEG LIGHTING NOTES l 12 EEG — — — _ — CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS SHOWN OR IMPLIED 38 ON DRAWINGS PRIOR TO START OF CONSTRUCTION. NOTIFY LNGINEER OF ANY DISCREPANCIES. " `L I4 1& IL)IN -a _jL JL_JIL a L— ° EXIS•i ING CONDI T ION'S BASED ON A SURVEY DATED JANUARY 25, 1998, BY WEDDLE do ASSOCIATES, INC. JIM L OREGON ' a SITE LIGHTING IS 1�'"GRAIJMATIC. FINAL DESIGN SHALL BE BY ELECTRICAL CONTRACTOR. 11/07 ISOLUMS SHOWN ILLUSTRATE APPROXIMATE 0.5 FC RING. A C d LIGHTING STANDARDS SHOWN SHALL BE ENCASED IN 1'-6" DIAMETER x 3'-0" TALL SOLID ISSUED DATE CONCRETE BASES. DESIGN REVIEW:3/14/00 JESREV COMM: 7%20/00 a ALL LIGHTING SHOWN SHALL BE MODIFIED WITH CUT OFF FIXTURES AS REQUIRED TO PREVENT I PERMIT SET: 7/7,120 LIGHT SHINING DIRECTLY OFF DEVELOPMENT AREA. d 31/00 STREET LIGHTING IS NOT ADDRESSED IN THIS PLAN. it"tl• DRAWING 7iTLF � a L�A�NOSCA+Mp �T�REE mom 1 x tib. Ll • V CL t f yy2 'L a� "p; Aix �� JOB No: 98015 t Ave 11660 '':1PY00 00146. SIT200-Olhibt 15-if 31 ._. ;,. ,' ;•,,. ILII flit I, I ILII lilt 1111 Ilfl II,I ILII lli". I 2, +a,!' �� C�1 1 i ! I III Illll II1111111 IIIINII IlllllllllIIIIiIII�IIUIIInllllllltllllll11lI111IIII1lIHII111111 in ILII I II11 I IIIIIInIIIIIiIHlI I Ill !II 111111HI IIIIll111 III 1111 111111111 IIIIIInI IIIIIIIII Illll II II Ilan Ilnll 11 Illllilll k, ti • 10IMf1a,a. r>� Io I IQ 13 I4 a I� 1'e ��+>, �I ar: �3 �� s �e 2�7 2�e 21 30 - :fl a lop , r I ,rr 4 it `i' �° ! •s^y• t;1,Y{..' .1.: t 11r: ;7 r �Y i'� RIM Y:. r r N.. 1 '�sro•�Mi+utr�.�:-a'fw...t.-vr_-.:..�_r.arr.:ldY_Y1R•__.:� -._...c•.x.�z. 1•.• - S@. f jK • Za w; J 120.000 WINNVAILING DS SPECIFIED TREE o 0 N �] W } (3) 2" x 2" x 8' DOUGLAS FIR STAKES, (1) ALL GROUND COVER SHALL BE STAKING PL 1N ATTACH TO TREE WITH TWO STRANDS PLANTED AT EQUAL TRIANGULAR N r TWISTED 12 NEW GALv. WIRE & NEW � SPACING PER ON CENTER SPACING 5/8" RUBBER HOSE AS SPECIFIED ON PLANTING PLAN ri J N SETCROWN GRADE OF SPECIFIED SPACING DISTANCE CROWN OF ROOTBALL 1" ABOVE 4,� (2) LOCATE GROUND COVER ONE HALF N O FINISH • FROM ANY CURB, SIDEWALK, OR Ir r C OTHER HARD SURFACE, UNLESS I -- REMOVE BURLAP FROM TOP 1/3 OF OTHERWISE SPECIFIED a o a ROOTBALL AFTER STAKING �� m 0 to, N NO o o NN 3 �► �gN� BARK MULCH - 2" DEPTH FINISH 1, PROVIDE ONE PERSON WHO WILL BE PRESENT AT ALL TIMES DURING EXECUTION OF WORK WHO IS FAMILIAR WITH PLANT MATERIALS AND IS v 0 X BARK MULCH CIRCLE SHALL EXTEND GRADE KNOWLEDGEABLE OF GOOD HORTICULTURAL PRACTICE. � 6" BEYOND TREE FTAKF.S IN TURF AREAS 2. NOTIFY THE LANDSCAPE ARCHITECT, 48 HOURS IN ADVANCE OF PIAp'TING, FOR SITE INSPECTION OF PLANT MATERIALS. THE LANDSCAPE ARCHITECT II ISI I III=1 BACKFILL SOIL MIXTURE RETAINS THE RIGHT TO REJECT ANY MATERIALS WHICH DO NOT M IffiIII'. + — MINIMUM SIZE REQUIREMENTS, OR WHICH nn ^_ EET a III III II _ EQUAL - WELL FORMED, REMOVE UNAC ''P - 'v' APPEAR HEALTHY AND CC TABLE PLANT MAT'_RIALS FROM WORK x AREA IMMEDIATELY. COA�PACTED BACKFILL SOIL MIXTURE STAKES SHALL Ln1END MINIMUM OF 3. ALL PLANTS SHALL BE HEALTHY, WELL BRANCHED AND ROOTED AND TRUE THP.EE FEET INTO UNDISTURBED SUIS TO SPECIES AND VARIETY, FRCE FROM DISEASE, INSECT PESTS AND -I III _ AL WEEDS. THEY SHALL HAVE GOOD GROWTH HABIT W. FREE OF PHYSICAL DISFIGUREMENT, INJURY, ABRASIONS OR SUN SCALDS. PLANTS SHALL EQUAL COAT Sr j707 OLYMPIC STAIN SCARIFY SIDES & BOTTOM NTC STA",1 r2EE STAKES WITH TWO OR EXCEED MEASUREMENTS IN THE PLANT LIST. 4. PLANT WILL CONFORM TO CURRENT REQUIREMENTS OF "AMERICAN L "'C,/ , I �8 K A M DET 2 °�'lp- 02950-01 �lAL �� STANDARDS FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF IIS/ vwv .I,''AL NURSERYMEN. Lam•- �Ta L2 KT • _ 5. ALL PLANTS SHALL 8E GROWN FOR 02850-04 ADEQUATELY CLIMATIZED. THIS GENERAL LATITUDE OR SHALL BE 6. PROTECT PLANS AT ALL TIMES DURING SHIPPING, HANDLING, STORAGE AND PLANTING FROM BREAKAGE, DESICCATION, WINDBURN, SUN DAMAGE AND WEATHEREXTREMES. STORE PLANTS IN AN UPRIGHT POSITION AND ALLOW SUFFICIENT VENTILATION. DO NOT PICK UP CONTAINERIZED OR BALLED PLANTS BY STEMS OR TRUCKS. 120.0007. ALL PLANTS WILL BE WELL. FORMED AND POSSESS TOP AND ROOT GROWTH ' WIND TYPICAL TO THE VARIETY AND IN HEALTHY PROPORTIONS TO EACH OTHER, r . CONTAINER GROWN MATERIAL SHALL HAVE ENOUGH FIBROUS • ��" . SPECIFIED TREE SROOT MASS TO HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. ROOT BOUND MATERIAL 15 UNAI:^r PTABLE. ` 3 2" x t" x 8' DOUGLAS FIR STAKES, REVISED FINISH GRADE 9. PLANTING PITS SHALL BE BACKFILLED WITH ONE-HALF EXISTING SOIL ATTACH TO TREE WITH TWO STRANDS STAKING PLAN TWISTED AND ONE-HALF ORGANIC A 12 NEW GALV, WIRE & NEW MENDING MATERIAL APPROPRIATE FOR EACH SPECIES. 5/8" RUBBER DIOSE BACK FILL MATERIAL SHALL BE THP,OUGHLY MIXED. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF AN UNUI-)UAL CONDITION WHICH APPEARS " DETRIMENTAL TO THE NEW PLANTING, IS ENCOUNTERED. I FIN CROWN OF ROOTBALL 1 A80VE r,.t,�,J �7,� PLANTING BEDS SHALL BE 4" AMENDING MATERIAL AND 2" EXISTING SOIL OR IF FINISH GRADE INAPPROPRIATE REMOVE AND REPLACE WITH 2' IMPORTED TOPSOIL. 2" MULCH 10. PLANT AFTER IRRIGATION IS INSTALLED AND OPERATIONAL. PLANT AFTER REMOVE BURLAP FROM TOP 1/3 GF III"'=1 PREPARATION OF PLANT BED AND WHEN SOIL CONDITIONS I � ROOTBALL AFTER STAKING -- `� ONS ARE SUITABLE AND IN ACCORDANCE WITH LOCALLY ACCEPTED PRACTICE. PLANTING IS 'IIII Ila I EARTH BERM TO FORM SAUCER NOT PERMITTED DURING THE FOLLOWING CONDITIONS: _ - HOT WEATHER, GREATER THAN 90 DEGREES F. bi M �- �--- AARK MULCH - 2" D':PTH �I� - WINDY WEATHER WITH VELOCITY GREATER THAN _� �NI NJ III_ _ - WET WEATHER WHEN SOILS ARE SATURATED. 20 MPh. "� FINISH - COLD WE;4THER WITH TEMP RAT Z GRADE r-•-- BARK MULCH CIRCLE SHALL EXTEND IJI .III=III ' I I TEMPERATURE LESS THAN 37 DEGREES F. 6" BEYOND TREE STAKES IN TURF AREAS =III_=u- -- TURN BACK BURLAP 2 X DIA. OF 11. FIELD PLACE TREES AND SHRUBS IN LOCATIONS SHOWN ON DRAWINGS. x IM111II=1 PLANTING BACKFILL TAMP SUFFICIENT PREPARED SOIL MIX UNDER PLANTS TO BRING ROOT III=1 ROOTBALL MIN. BALL 2 INCHES ABOVE LEVEL OF FINISHED SOIL SURFACE. W a Til III it III — BACKFILL SOIL MIXTURE COMPACTED TOPSOIL 12. AFTER SETTING BALLED PLANTS, COMPLETELY REMOVE TWINE OR WIRE BINDING AND FOLD BACK BURLAP FROM ONE HALF OF THE ROOT BALL, I' NON BIODEGRADABLE WRAPPING SHALL BE REMOVED. DO NOT PLANT IF � N � � -- COMPACTED BACKFILL SOIL MIXTURE THE ROOT BALL IS BROKEN OR CRACKED. WHEN SETTING CONTAINER PLANTS, CAREFULI.Y REMOVF POT AND SUPERFICIALLY CUT EDGE RGOTS STAKES SHALL EXTEND MINIMUM OF ON THREt_ SIDES WITH A KNIFE. DO NOT PLANT IF THE ROT O O THREE FEET INTO UNDISTURBED SOIL 0 BALL BREAK (� M � 2 x IDES &LI WIDTH OR LOOSENS. BACKFILL THE PIT WITH SOIL MIX, 2/3 FULL, AND S N Q SCARIFY ;IDES Q: BOTTOM NOTE: STAIN TREE STAKES WITH TWO THROL. •HLY MUD-IN EACH PLANT WITH WATER. PLACE FERTILIZER COATS OF #707 OLYMPIC STAIN TABLETS SO THA•i THEY DO NOT TOUCH PLANT ROOTS, PLACE AND LJ.I COMPACT SOIL MIX TO F(N(:H GRADE LEVEL. HOSE DOWN WITH FINE MIST TYMAL 3y, TO CLEANSE LEAVES OF DEBRIS AND REMOVE TAGS.KAWM LL MRMUL ,/ P Q � 13. MULCT+ SHALL BE COkAMERCIAL GRADE, MEDIUM GRIND, HEMLOCK APPLIED 0 �T'°' 02950-02 r�T,a EMCMA MINIMUM OF 2 INCHES UVIFORMLY OVER ALL PLANTING AREAS. U L2 L2 02950-05 14. PIANT TABLET FERTILIZERS SHALL BE AS FOLLOWS: - TREES - 20-10-5, 21 GRAM SIZE, AT A RATE OF 6 TABLETS, Q PLUS ONE PER FOOT OF HEIGHT UP TO 12 TABLETS MAXIMUM. Q N - SHRUBS - 20-!0-5, 10 GRAM SIZE, AT A RATE OF 4 PER 5 GALLON SIZE, LL 2 PER 1-4 GALLON SIZE. - GROUND COVER - 20-10-5-, 10 GRAM SIZE, AT A RATE OF ONE PER PLANT. ® (D 15. IRRIGATE WHEN NECESSARY Tp AVOID DRYING OUT OF MATERIAL AND TO r '✓ PROMOTE HEALTHY GROWTH, UNTIL DATE OF FINAL APPROVAL. �- 16. ONE-YEAR CORRECTION PERIOD BEGINS AT MESH t;ATE OF FINAL ACCEPTANCE. -- .HE CONTRACTOR WILL NOT BE HELD RESPONSIBLE FOR VANDALISM, THt7, ATYPICAL WEATHER CONDITIONS OR HIDDEN PECULIARITIES OF ��.-- cur WORK AREA DURING THIS PERIOD. • =' DRAWN B'r: 17. PLANT MATERIALS MUST BE IN HEALTHY CONDITION AT THE END OF THE CHECKED BY. EDGE OF PLANT PIT ONE-YEAR CORRECTION PERIOD. REMOVE DEAD AND REJECTED MATERIAL - WITHIN FIVE DAYS OF BEING SO DIRECTED. REPLACE AS SOON AS POSSIBLE, RE R TO AINO ADDED COST TO THE CLIENT, ANY DAMAGE TO OTHEROTHER PROPERTY CAUSED BY THE CONTRACTOR 38 DURING REPLACEMENT TO PLANT MATERIALS DMING ONE-YEAR TOP OF SLOPE CORRECTION. C�a9� - SET CROWN CF ROOTBALL " MINIMUM OF 18. AMEND LAWN AND GROUNpCOVER AREAS WITH 3 INCHES MIion SUM ABOVE FINISH GRADE PLAN COMPOSTED GARDEN MULCH. INCORPORATE AMENDING MATERIAL INTO OREGON --- BURY TOP OF MESH- - BLEND, THE TOP b INCHES OF EXISTING SOIL AND THROUGHLY (8" MINIMUM) ,� 1/d7 , REMOVE BAULRLAP FROM TOP 1/3 1 OF -- GROUND SURFACE FINISH - � `) GMWE / 2" BARK MULCH �— WIRE PINS AT 2' O.C. ISSUED DATE �, //---- Tq FOLD MESH OVER EDGES OF DESIGN REVIEW:3/14/00 s _"'Ml 3111a PIT PRIOR TO PLANTING 7/20/00 DESREV COMM: SCARIFY SIDES AND BOTTOM ----------— PLANT PIT 31/00 I -- BACKFIU SOIL MIXTURE PERMIT SET MESH ' „► COMPACTED BACKFILL SOIL MIXTURE r BOTTOM OF SLOPE 1 s MIN. DWAE. R 2 x i I ROOTb.wL. 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R • AA r , af4. 777 e• .SSL'• • I 0 0 N GENERAL NOTES DRAFT STOPS SHALL BE INSTALLED IN CONCEALED CEILING AND WALL SPACES SO THAT THE AREA V) BETWEEN DRAFT STOPS DOES NOT EXCEED THE REQUIRED MAXIMUM SPACING OUTLINED IN SECTION 708.3.1.1.5 OF THE UBC. p PROVIDE A SMOKE DETECTION SYSTEM IN COMPLIANCE WITH ADA AND SECTION 403.3 U.B.C. m N 610 FIRE EXTINGUISHERS SHALL BE LOCATED AS RLOUIRED BY SECTION 1002, UFC. COORDINATE LOCATION IL r»NOWITH FIRE MARSHALL. XGLASS USED IN DOORS OR GLAZING LOCATED WITHIN A 24" ARC OF THE NEAREST VERTICAL EDGE OF A N n 72'--D" It D0JR OR IN AREAS SUBJECT TO HUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS SHALL BE TEMPERED 3 n OVERALL FOS OR OF AN APPROVED SAFETY GLAZING MATERIAL PER SECTION 2406, UBC. ~ W Z U 0 37'-4` " 5'-4" - 29'-4 LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL 8E PROVIDED AS PER SECTION 1703 OF L'' Q x -0` " " » , " THE UBC. J v a r 16'-0" 9 -8 L2'-O* 6'-0 2 -0 IL 2 -0 6 -0" 3_-4 81-0. 10 -0 _ RO RO RO RO RO ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED THE REOUIREMENTS IN SEC i ION 1 4'-0" 6'-0* 6'-0" 707, UBC FOR SMOKE DENSITY AND FLAME SPREAD. ROOFING MATERIAL INDICATED ON PLANS SHALL MEET OR EXCEED THE REQUIREMENTS OF SECT!CN 1507, 2'�0" 2'-0" 2'-0" 2'-0" 2'-0` 1,2'-0' 2'-0" 2'-0" - 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" UBC. It 14'-0" kIL PROVIDE SIGN STATING 'DOOR SHALL REMAIN UNLOCKED DURING BUSINESS HOURS" PER SECTION 1007.2.5, UBC ON ENTRANCE DOORS--COORDINATE WITH DOOR SCHEDULE. I tENTRY ROOF I PROVIDE EXIT ILLUMINATION AND SIGNAGE PER SECTION 1003.2.6 OF THE UBC. > > I 1 J �I J J J J J J APPLICABLE CODES: ALL WORK SHALL BE IN CONFORWWCF WITH ALL FEDERAL, STATE, AND LOCAL JI J� JI 'M » ' " ' " -' Ji Ji Ji JI -' CODES. SPECIFICATIONS AND STANDARDS SHALL MEAN, AND ARE INTENDED TO BE, HE LATEST EDITION, � y�l �i �i x' > > > --2'-4 5 -4 2 -4 > > > > � � , o 0 0 o o �' O o �i o AMENDMENT OR REVISION OF SUCH REFERENCE STANDARD IN EFFECT AS OF THE DATE OF THE CONTRACT � c�' c-i+I �I a c>c cam' ��I oc cam'! `�'I �'i o' °C DOCUMENTS. i I - - - - - - - - - CONTRACTOR SHALL PROVIDE ALL NECESSARY TESTING AND COORDR ATE ALL REQUIRED INSPECTIONS. 0 � 1 • Ln i i I I N N I I ( N ALL HARDWARE SHALL COMPLY WITH REQUIREMENTS OF THE ADA. I i I I i i O O i i I i O I _ I I la 2' " 0 ``• � 2 -n" 1 I 1 i I ALL DOORS AND WINDOWS SHALL COMPLY WITH APPLICABLE ENERGY CODES. I I to 8 1 I A3't 8 INSTALL A VAPOR BARRIER OF ONE PERM OR LESS AT THE WARM SIDE (IN WINTER OF ALL EXTERIOR 7 I I WALLS, ROOF AND CEILING ) � � I II DS FOS i FOS ALL DIMENSIONS TO CENTERLINE OF WALL OR FACE OF STUD, ALL INTERIOR WALLS ARE 2 x 4 WOOD DS o `-- RO IF Ift- =� IF— 0 _ STUD 0 24" U.C. W/ 5/8" GYPSUM WALLBOARD ON EACH SIDE EXCEPT AS REQUIRED BY STRUCTURAL 0 ' 1 O o I F— I 104 -- SEE STRUCTURAL. FOR LOCATIONS -- - , _ N O 104 I UNISEX DS TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE WHICH EXTENDS UPWARD `� SHOWER MULL I 3'-S" UNTO THE WALLS AT LEAST (5) INCHES A.F.F,. WALLS WITHIN 2'-0" OF THE FRONT AND SIDS OF 0 O o 113 -- - U URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE TO A MINIMUM Q z N 112 " " , I HEIGHT OF 4'-0" A.F.F.. WALL FINISH MATERIAL SHALL BE WATER RESISTANT. SEE ROOM FINISH � MULL _ PHI'-IP S OFFICE 1 TOISEET 12'-2' 5 -8 9'-0 W I 13'-Om7'-2 SCHEDULE. 0 co ROOM I i ALL WALLS ARE FULL HEIGHT U.N.U. -- ALL FULL HEIGHT WALLS STOP 0 12" ABOVE FINISF CEILING W O N RO STORAGE ENTEEE DRY CLEANING I - - - — GYPSUM BOARD EXTENC'ING 6` ABOVE rINISH CEILING OR TO STRUCTURE U.N.O. -- VERIFY W/ / 6'-4" STAGING 11 ti STRUCTURAL PLANS -- PROVIDE SEISMIC BRACING PER DETAIL 1/A5.3 D ROOM DS , ' 114 COORDINATE WALL HEIGHIS W/ LIGHTING PLAN -- VERIFY W/ OWNER ,0 F- 11 COMM ROOM E:�WET 1 F �� 105 �i LEGEND L i ® � I I _ 1® 103 6 1 ; TOILETUNIROOM NEW EXTERIOR WALL WITH BRICK VENEER z • PRINK 2A-108C SURFACE-YO11MI D BREAK ROOM � \ 7 RO D(INGLIIIISHM AT IIOUKTINGLOCA�i IS 48 M. 410� www��wwww61rww 111 TO THE TOP OF TIC EWO►JE• NEW WALL " , I ' ----------- PARTIAL HEIGHT WALL Ld N _ IZ 4X MULL _ -0 11 1 UP i I 106 1 1 o o '� 111 I I I STAIR A ONE HOUR WALL Z N I PRIVATE OFFICE 07 R I — . 8 I, _ �X MULL _ o - - 1 = Z I I FOC FACE OF CONCRETE ) �-- o RO , I I I I I I I I I I I 10 i , FOS FACE OF STUD N 1 I I"' I I I I f I I I W - - - - - - L1 -LIJ -L- -L --I - __ __ - RO ROUGH OPENING Fr-- F - - - - - --=_� ____ - -- _- - - - - - - - - -- - L _ 108 -__- - --J �i■Iwwwwwwwwwwwwwww wwww wl�` CENTERLINE 0 OPEN OFFICE V I MULL WINDOW MULLION io 11 107 1=0 _ o STORAGE V1NG o DS DOWNSPOUT L•L O Q 1 DS PRIVATE GF F ICE I 2 RO A4.1 107 DOOR SYMBOL D 0 10'-8" _ 32'•-2" _ 29'-2" _ ♦/ �� i 108 I ROOM NUMBER c Z t1 `N _ MULL _ c� '� •V_ 0 0 0 11 U SURFACE-MOUNTED FIRE-EXTINGUISHER }-- io c3 CN - DS a .�wwwwwwwwwwlawwwwwwwwwwwwwwwwwwwwwwwwww woft 07 c" RO 107 DRAWN BY 11 lid 1 --- CHECKED 6'r Fos — Fos -- KEYNOTES -- I I , ROOF OVERHANG ABOVE TYP. 0 I 1 1 1 1 1 1 10 I 1 UP- in (D I 1 0 I I I I I III I STAIR B I I 1 I 0 I I I I I L, 1 J, R I SECOND FLOOR FRAMING & INSULATION 1 I - -I- - 1J- -L U J _ J 1 13 cr wi �, �, cr r O3 2'-0" x - 0" SKYLIGHT ABOVE - - SEE DETAIL 1/A3.1 �w�■wwwwwwwwww wwww wwwww wwlwwwmwwww m 11 Ln c cr 5'-0' 2'-0' 2'-0" 2'-0" 2'-0" � O NOT USED 9. ISSUED GATE 1 6'-0" 4'-8" 7'-0" 1 8'-0" '-10" 12'-0" 6'-6' _ 9'-6" OS EXTERIOR STEEL STAIR AND LANDING -- SEE DETAIL 1/A4.1 DESIGN RCJIEW:3/14/00 JESREV COMM 7/20/00 A4.1 RO RO PERMIT SET: 7/31/00 O6 WOOD STAIR -- SEE DETAIL 2/A4.1 SITE REVISIONS: 8/18/0 CITY COMM: 12/07/00 ( 7 � ALUMINUM STOREFRONT SYSTEM O8 ALUMINUM WINDOW SYSTEM TYP. "r �, �" nr fnti ny's' IxS rDRAWING Tr', 1 FRST Mcm PLAN 09 2x MULLION W/ ANODIZED ALUMINUM TRIM TYP. -- SEE DETAIL 6/A5.2 1ST FLOOR PLAN (1-0) STRUCTURAL COLUMN OR F•OST -- SEE STRUCTURAL PIANS 11 SOUND ATTENUATION -- COORD. W/ OWNER � A 1 . 1 CL 67th Ave 11650 eUP20040446,SIT200-00051 ------- 16�; 34 .K)H Nn 9807"', . �, CTI I ' I i 1 ,ftl 1 II! II II (111111 ill IIIIII�IIHIIIIt�11lt'IIII�IIN illl�lll!IIIIIIIIII�tlllllii!I%SiI�IIII I IIIII IIIIIIIIn �Inllnll�l 111111 (I n InI�I1ui;,, to eta i i i �� • ie i iu io o �� !� >�J 214 ab JZe �� o0 90 k k t K n Ilk. .. s. _ ' t �^1 1 - n ; v= t I.. 'i Jtir s''4 '•'k'Y n, 1 O 0 N GENERAL NOTES L DRAFT STOPS SHALL BE INSTALLED IN CONCEALED CEILING AND WALL SPACES SO THAT THE AREA BETWEEN DRAFT STOPS DOES NOT EXCEED THE REQUIRED MAXWUM SPACING OUTLINED IN SECTION 1 708.3.1.1.3 OF THE UBC. m o PROVIDE A SMOKE DETECTION SYSTEM IN COMPLIANCE WITH ADA AND SECTION 403.3 U.B.C. IN DNO FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIRED BY SECTION 1002, UFC. COORDINATE LOCATION M N WITH FIRE MARSHALL. Q 0 +0 . a) NN GLASS USED IN DOORS OR GLAZING LOCATEC WITHIN A 24" ARC OF THE NEAREST VERTICAL EDGE OF A o N DOOR OR IN AREAS SUBJECT TO HUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS SHALL BE TEMPERED v a 0 0 OR OF AN APPROVED SAFETY GLAZING MATERIAL PER SECTION 2406, UBC. F 0 In 72'-0" r LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE PROVIDED AS PER SECTION 1203 OF it 0 W 4 1 I ti'-O" 8'-0" 80-0" 12'-0" & 8'-p" 8'-0" 10'-0" '-0" THE UBC. RO z " " " " z ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED THE REQUIREMENTS IN SECTION z 2'-0 2'-0" 2'-J 2'-0" 2 -0 2 -0L#2'-O" 2 -0" ,2'-0' 2 -0 02'-0" 2 -0" 2'-0' 2'-0" z 707, UBC FOR SMOKE DENSITY AND FLAME SPREAD. > _ D > ROOFING MATERIAL INDICATED ON PLANS SHALL MEET OR EXCCED THE REQUIREMENTS OF SECTION 1507 J! MI J! JI _j _j ! JI J! _j ! J! 0 UBC. to to 0 0 0 0 I I I 0 0 I I I I 0 0 I I I 0 0 U PROVIDE SIGN STATING "DOOR SHALL REMAIN UNLOCKED DURING BUSINESS HOURS" PER SECTION `` U` `` `` ``10 1007.2.5, UBC ON ENTRANCE DOORS--COORDINATE WITH DOOR SCHEDULE. PROVIDE EXIT ILLUMINATION AND SIGNAGE PER SECTION 1003.2.8 OF THE UBC. APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL, STATE, AND LOCAL 1 CODES. SPECIFICATIONS AND STANDARDS SHALL MEAN, AND ARE INTENDED TO BE, THE LATEST EDITION, A3 1 I I I AMENDMENT OR REVISION OF SUCH REFERENCE STANDARD IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS. I I I — 1 —1 - -!- - ROOF OVERHANG - DS r — — — — — — — — DS CONTRACTOR SHALL PROVIDE ALL NECESSARY TESTING AND COORDINATE ALL REQUIRED INSPECTIONS. FOS I . I ALL HARDWARE SHALL COMPLY WITH REQUIREMENTS OF THE ADA. ! I I I I I I I + I I I I r l I I I I I I I! I ALL DOORS AND WINDOWS SHALL COMPLY WITH APPLICABLE ENERGY CODES. �► I I ! + I ! I I I + I I I I + I I I ! I I I II r I I I I i ► I , I � , , ! r , I I I I r l I I I I I I I I I I i I I I I I i I I I I i I I I i I I I I i I I i t I I I DS INSTALL A VAPOR BARRIER OF ONE PERM OR LESS AT THE WARM SIDE (IN WINTER) OF ALL EXTERIOR I I I ! r I I I ! I I I I + I I I I I I I II + WALLS, ROOF AND CEILING I I I I I I I I I ! I I I I I I I I I I I I II r f l III I ! r I I I I I I I I I I I I I I F2_04 I , I I I ! I I I I I I I I I I I I II I ALL DIMENSIONS TO CENTERLINE OF WALL OR FACE OF STUD. ALL INTERIOR WALLS ARE 2 x 4 WOOD PRIVATE OF,F'IC,j , S-T-UD 0 24" O.C. W/ 5/8" GYPSUM WALL BOARD ON EACH SIDE EXCEPT AS REQUIRED BY STRUCTURAL SEE STRUCTURAL FOR LOCATIONS - _ TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE WHICH EXTENDS UPWARD DS I I I I I I I I `� I i ,' `� I � e I � I I I I I UNTO THE WALI•S Al' LEAST (5) INCHES A.F.F.. WALLS WITHIN 2'-0- OF THE FRONT AND SIDES OF ! ,' I `� I I + I I I ,' I I I I I I `� I I r ,' URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE 10 A MINIMUM HEIGHT OF 4'-0" A.F.F.. WALL FINISH MATERIAL SHALL BE WATER RESISTANT. SEE ROOM FINISH IUNFI�I�HED 1 1: I I I I SCHEDULE. I I I I I `i1 II i, II !"; "'.► NNoI - -�4X•--�M—U��LL +II'I1I11IIIII 1II— tIIIIIIIIIII IIIIII II IIIIIIIIIIII III I!IIII! �`� �,`IIIII1I1II1II III III'��`' `x�IIIIiIIIIIIII!III III'``iIIIIIIIi��\�, 6III1IIIIIIII I III III'� j+IIIIIII1IIII I �I!i,iIiIII�i�1IIII1III II I � jIIIIiIIIIII�IIIIIIIII , �!1III ----[�--1 —2012 23!1ATTIC SPACE I- �-1�IIII •'1- " II III IIII QK�A1L0L7E■WALLS __ARE � FULL HEIGHT- U.N.O. — v— AvLL. FULL L v HEIGHT WA LLS STOP 0 12" ABO VE FINISH C EILING W/--------- GYPSUM BOARD EXTENDING 6" ABOVE FINISH CEILING OR TO STRUCTURE U.N.O. — VERIFY W/ I I I STRUCTURAL PLANS -- PROVIDE SEISMIC BRACING PER DETAIL 1/A5.35 -4 4 -10 10 -8 I16 -21 I 13'_6" F 203 COORDINATE WAL.I HEIGHTS W� LIGHTING PLAN VERIFY W/ OWNER10FUTURE 1 -44 - UN( NISHE TOILET ROO ATTSPAC 4X LEGEND <o N + I _ ©4 4 NEW WALL DNOPEN OFFICE O F I STAI R A 1 1 LL MPARTIAL HEIGHT WALL moolze ---- - ■■ ONE HOUR WALL 0PROMDE 21-1080 SURFACE-MOUNTED ® I Q!— —^p-- �I ---+----- cb I ------ EXTINGUSERS AT LOCATIONS NOTED. 0MAXIMUM MOUNTING HEOIT IS 48 6 FOC FACE OF CONCRETE rZ S TO THE TOP OF THE HANDLE. 22k_O» 20'-10" 5'-4" 23'-10 FOS FACE OF STUD RO ROUGH OPENING W OPEN TO BELQW '' c) CENTERLINE 4 -6 6 4 MULL WINDOW MULLION l.w I It I oDS DOWNSPOUT 0 L----- ----J DSI I I I ITI I I I I I I 1 + 1 r DOOR SYMBOL 10ROOM NUMBER F DS SURFACE-MOUNTED FIRE-EXTINGUISHER ROOF OVERHANG ` - - - - - - - - - - - - - - - - F DN7 DRAWN BY + 5 CrEC - - YNOTES Vx ROOF OVERHANG ABOVE TYP. "N 00 0 0 0 0 LL_ 1, I.L. 2'-O" 2'-0" 2'-0" 0" SECOND FLOOR FRAMING -t INSULATION A IF 10'-0" 8'-0" 5'-2 29'-10" 2'-0" x 6'-0" SKYLIGHT ABOVE -- SEE DETAIL 1/A3.1 O 72'-0" �. ATTIC ACCESS DOOR 1NITH SIGN STATING, "ACCESS PROHIBITED" ISSUED DATE WITH LOCKING HARDWARE AS REQUIRED BY THE CITY OF TIGARD DESIGN RCVIEW 3/14/0�0 ;'Is• T I a a 1 D�tlll I . Ip a i DESREV COMM: 1 /20/ 0 0 55 EXTERIOR STEEL STAIR A ' PERMIT SET: /31/00 SITE REVISIONS: 8/18/00 WOOD STAIR -- SEE DETAIL 2/A4.1 A CIIT COMM: 12/07/00 ALUMINUM STOREFRONT SYSTEM NH 8 ALUTAINUM WINDOW SYSTEM TYP. DRAWING TITLEWCOM FLOOR FLAN 2ND FLOOR PLAN co 2x MULLION W/ ANODIZED ALUMINUM TRIM TYP. SEE DETAIL 6/A5.2 STRUCTURAL COLUMN OR POST SEE STRUCTURAL PLANS SOUND ATTENUATION BETWEEN 1ST AND 2ND FLOORS Al * 2 COORD.TYP. W/ OWNER 67th Ave 11650 BUP200-0018. SIt700-00051 19 of 34 roNo- 9807 UwbLm~ T iI 11 NIMIIrII(II7`11"1 :I I � RE oe1• l 300 2 . .;r 2 .I 10 If 12 ' I � `IIQV K; "_�• f ,>��Mr 1t rd M Z'+ k r �s, , t 1 .'.r ... - tt . 17RIP"I ill 7 :. Im 4 •:d 0 0 N GENERAL NOTES w TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE WHICH EXTENDS UPW"RD UNTO THE WALLS AT LEAST (5) INCHES A.F.F.. WALLS WITHIN 2'-0" OF THE FRONT AND SIDES OF q URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE TO A MINIMUM HEIGHT OF 4'-0" A.F.F.. WALL FINISH MATERIAL SHALL BE WATER RESISTANT. SEE ROOM FINISH m 0 SCHEDULE. N 0 0 N� DRAFTSTOPS SHALL BE INSTALLED IN CONCEALED CEILING AND WALL SPACES SO 1HAT THE AREA BETWEEN m DRAFT STOPS DOES NOT EXCEED THE REQUIRED MAXIMUM SPACING OUTLINED IN SECTION 708.3.1.1.3 OF L c 0 N� � THE UBC. _ M N N o • PROVIDE A SMOKE DETECTION SYSTEM IN COMPLIANCE WITH ADA AND SECTION 403.3 J.B.C. N g 0 0 FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIRED BY SECTION 1002, UFC. COORDINATF LOCATION z WITH FIRE MARSHALL. d 0 1 6. GLASS USED IN POORS OR GLAZING LOCATED WITHIN A 24" ARC OF THE NEAREST VERTICAL EDGE OF A DOOR OR IN AREAS SUBJECT TO HUMAN IMPACT OR OTHER' HAZARDOUS LOCATIONS SHALL BE TEMPERED OR OF AN APPROVED SAFETY GLAZING MATERIAL PER SECTION 2406, UBC. LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE PROVIDED AS PER SECTION 1203 OF . THE UBC. 73'-0" ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH GR EXCEED THE REQUIREMENTS IN SECTION 73'-0" 707, UBC FOR SMOKE DENSITY AND FLAME SPREAD, 12'-0" 4'-0" 16'-0" 4'-0" 12'-0" 8'-0" ROOFING MATERIAL INDICATED ON PLANS SHALL MEET OR EXCEED I r!F REQUIREMENTS OF SECTION 1507, UBC. ^1TMpw PROVIDE SIGN STATING "DOOR SHALL REMAIN UNLOCKED DURING BUSINESS HOURS' PER SECTION c� 1007.2.5, UBC ON AI_L LOCKING ENTRANCE DOORS--COORDINATE WITH DOOR SCHEDULE. _ PROVIDE EXIT ILLUMINATION AND SI(:!'1AGE PER SECTION 1003.2,8 OF THE UBC. t 0 0 0 • • o U_ o o w APPLICABLE CODES: ALL. WORK SHALL BE IN CONFORMANCE W!1H ALL FEDERAL, STATE, AND LOCAL ' CODES. SPECIFICATIONS AND STANDARDS SHALL MEAN, AND ARE INTENDED TO BE, THE LATEST EDITION, 0 8" x 6" SHEET METAL AMENDMENT OR REVISION OF SUCH REFERENCE STANDARD IN EFFECT AS OF THE DATE OF THE CONTRACT GUTTER DOCUMENTS. ROOF- CONTRACTOR SHALL PROVIDE ALL NECESSARY TESTING AND COORDINATE ALL REQUIRED INSPECTIONS. FOS _ _________ -------- _________.______ ____ ___ _________ ______ _ ___ _____-_______- _ ALL HARDWARE SHALL COMPLY WITH REQUIREMENTS OF THE ADA, ______-- --------_ A---------_ -- 1 ALL DOORS AND WINDOWS SHALL COMPLY WITH APPLICABLE ENERGY CODES. DS INSTALL A VAPOR BARRIER OF ONE PERM OR LESS AT THE WARM SIDE (IN WINTER) OF ALL EXTERIOR WALLS, ROOF AND CEILING I I I I I I 2:1 SLOPE 2:1 SLOPE i I 2:1 IS TYPICAL FOR ALL ROOF SLOPES -- COORDINATE DOWNSPOUT LOCATIONS W/ ELEVATIONS O I I I 7 5.3 DS !Y I 9 , I I , I FOS -1-------- l- JPS' �4� J I W � I LEGEND Z 11 o I I III I III N I — 1I I y Q I - - - - - - � RIDGE NEW WALL HIDDEN a o a RIDGE 2:1 SLOPE W I ' FOS FACE OF STUD z M ro� N III 1 E1 RID ROUGH OPENING 0T III d 1 III 0 I N ; q CENTERLINE 0 N ' ❑DS DOWNSPOUT v II I W I I IL--------- I FOS ------ I W 1 l L I I DS d ; Lj w ; (n II d O I O 3 DS I I , I , I 1 , 1 1 , • ' V J I! i ; i -------------------------------------- ----------------- --1 �--- — — --------- _j h-- ------------------------------ —i �------- ----- — — J ------------- ---------------------------------- -------------------- —J __�_____ =====3-- ---- �- --------------------- ----------------- - F05 - ---- --- ---------------- R FOS - -fir-- DRAWN BY: VJ CHECKED B'+. V) O 71 0 oI — o o No '-0"t 4'-0"t '-0"t 12'-0" 8'_O 12, n" 13'-7" 12'-0" 26'-5" 72'-0" O ISSUED DAtF e DESIGN REVI( W.5/14/00 DESRE-V COMM: 7/20/00 PERMIT SET: 7/31/00 SITE REVISIONS: 8/18/0 r, ,i r •.- 1 CITY COMM: 12/07/00 n e, mom ROOF PLAN �. 1/4" 1'-0" ROOF PLAN r Al e3 Ja� 87th Ave 11650 " W. � , I BUP200-00118,SI1200-00051 20 of 31 I JO® NO: 9807,.5 O u ::'„ a , .k. ,. ?uM'.i',v+r,wuxRYar'::ys�1r: 4kI� IYE�' +All .. ti11 +N4• w•r.n.o....n-°�.. Cm E db 1011 III �I iZ II 1311if11lI4 I II`�III'Ilelll ly It1i 11� 2 II II E 111 III�IIII�IIIIiIIIIII III III I(IIIII.. '1111 I I ( III�II Illlil�llll� k'SN: to slow O ZI t2 Z3 Z4 Zs Za 27 28 20 30 twn--w- i t , }} t L w , ' .: ,,... e�i.,¢�r"i >^+ ['� r ,'..i 1 `r:'� t .4. ' '� ,'rh•f 3, , 1 4 5 K nw_ ;• r.. 7,.., r., < .;. „n r :....; I,.., -r... .;,., �." ,. ....: .,. �, r}yyr•�k.,. At. �,. y.d' 4 x Viia.. 1` �'F x ., % a :� ply qat uv r n tid itit r -wy r C t'1t Its) r i' • v a A Y 4. ;l:�, 'pp to • A "Y i �Hr ASPHAL SHING'.E ROOF, TYP 0 HARD-LANK FASCIA, TYP-PAINT COLOR #3 - --- - - - - - -" - - -- 25'-!VT`Q• RIpG_w N PRE-FINISHED SHEET METAL GUTTER AND DOWNSPOUT-PAINT COLOR #3 = HARDIPLANK SIDING-PAINT COLOR #2 __ _ - - — - - --�`4- T.O. OPENlNGD�1 • T 1¢'-6" BQ, EqVE,� "VP m o STAINLESS STEEL PAINTED LETTERS - — ON BRUSHED STAINLESS STEEL BASE - - - 15'x" OP NIN • BY SEPARATE PERMIT - - --- m �CL� -- — - _ - - - ��" HARDIPLANK TRIM-PAINT COLOR /3 � - - ` m NN — SOURCE ONE NETWORK INC. — — — ��-�-�-RANO.ti 6 N N V) `oo ALUMINUM WINDOW SYSTEM, TYP-COLOR #1 8'-0` T.O. OPENING m Q 0 J 0 O r I(1 h of , x MASCGNRY BRICK VENEER-COLOR j#4 _ — — _ 1'-�" ° (1 ��`` 3 = O. 0'-0" FIN. FLR. t VEST ELEVATION 1/8" = 1'-o" ALUMINUM STOEFRONT SSTEM -- ' COLOR #1 i EXTERIOR SURFACE MOUNTED LIGHT AND SCONCE 2'-0" X 6'-0" SKYLIGHTS-PAINT COLOR N3 HARDIPLANK FASCIA, TYP-PAINT COLOR 3 N ALUMINUM WINDOW SYSTEM AT A3.1 • DORMER, TYP-COLOR �!1 _ E,� 2x WOOD FRAME DORMER WITH -25,�• T.O. HARDIPLANK SIDING, TYP - - - --=-- _- . - -- - _ — - - — - - - - Z3'-3" T.U. R- IDLE 5 HARDIPLANK SIDING-PAINT COLOR #2 - -- 19'-0_T.Q. OPENING SUNBRELLA VINYL CANOPY-PAINT COLOR #5 Y Y 16=6"B.O. EAVES EXTERIOR SURFACE MOUNTED LIGHT - -- - - - - 15' 0-3.9. OPENING.. • HARDIPLANK TRIM-PAINT COLOR �►3 rJJ -----t+- • 9'_0` T.O. BANDS r f�VL t - 1J 8'-0" T.O. OPENING ALUMINUM WINDOW SYSTEM, TYP-COLOR #1 1 J - _ 1 � .12 MASONRY BRICK VENEER-COLOR #4----, 6-B.Q OPENING t J - k _ 7 - "i-HARDIPLANK TRIM-PAINT COLOR ,#3 MASONRY BRICK VENEER ALUMINUM STOREFRONT DOOR-COLOR N1 COLOR �!4 SECTIONAL OVERHEAD DOOR-PAINT COLOR #2 bi HOLLOW METAL DOOR AND FRAME 2 .aOUTH ELEVATION PAINT CQLOR#2 LL� ASPHALT SHINGLE ROOF, TYP 25' 9-T.Q, RIDScF� 1 _ -- -- --- - - - - —�-3"T.Q. RIDGE n HARDIPLANK SIDING-PAINT COLOR #2 - `�`nn v W W STAIR BEYOND -- - - - - - 16 -6 _B'0� HARDIPLANK TRIM-PAINT COLOR 3 - --- - J-' " T.O. N = r" - - - 8'-0" B.O. RAND 0 1 I I 1 !n MASONRY BRICK VENEER-COLOR 04 I I V I 1 L----------- ------------------------------J - - 0'-0" FIN, FLR. s EAST ELEVATION DRAWN E3Y: RBw CHECKED BY: JiJ 17 • G wGL$N ASPHALT SHINGLE ROOF, TYP 1 1 3. • • 6' 2x WOOD FRAME DORMER WITH \ - - - - _ - - - - 25'-9" T.O-RI OR HARDIPLANK SIDING, TYP -_ _ _ _ _T _ PRE-FINISHED SHEET METAL GUTTER AND DOWNSPOUT-PAINT COLOR #3 -- - — 19'0"T.Q. OP NIN ISSUED DATE DESIGN 4/00 r Y r r r r y r r r r r r r - - - - 16'-6" B.O. _Ecla DESREV COMM: 7/12/00 HARDIPLANK SIDING-PAINI COLOR N2 - - - - 1;Z-Q_ OP NIN - -�-�' PERMIT SET: 7131100 SITE REVISIONS: 8 1 H 0. 1 CITY COMM: 12/07/00 HARDIPLANK TRIM-PAINT COLOR �3 - _ --� - �,_ - 12'�`1ND FIN. FLS Q / / try.., --_. _ 9. - - - - - -- ` �"x:arr Yr e rfA — — — — — + 1 - 8'-0' T.O. OPET.QN k ENTRY CANOPY WITH BRICK COLUMNS COORD. PAINT COLORS WITH BUILDING I + -6" OP IN y t ,; �.Q � EXT. PAINT SCHEDULE — — — — I)RAWirJ(, T , r MAS)NRY BRICK VENEER-COLOR N4 i u-)�I�� f' .��;�y � 0'-0` FIN. FLR. EXTERIOR ELEVATIONS . .Ery ., COLOR NAME PRODUCT NUMBER 8 HARDIPLANK TRIM-PAINT COLOR 3 —� 1 CLEAR ANODIZED ALUMINUM STOREFRONT — ALUMINUM WINDOW SYSTEM-COLOR 1 -- � 2 FENLAND MILLER 8174M RECITE SYSTEM-COLOR 11 3 THUNDER GRAY MILLER 8515D 4 PRE-FI141SHED SHEET METAL DOWNSPOUT-COLOR N3 4 BELDEN MIDLAND BLEND a NORTH ELEVATION - R N R 4609 A2o 1 1/8" = 1'-0" RETAINING WALL IN FOREGROUND -- SEE DETAIL 2/5D1 • 67th Ave 11650 U 200.00!46.SI ^00-00051 21 nr Joe NO: 98075 1 y r. JT"'.sGr�a4li,µ,�r;:ti�diFY��Fe&'atrwA4aM. .�rpz. _ � ;'. -.. . • � l l l l i l l 1111 I r 1 I-I I I I III I I I IJill � _ � -�-��-- - ------.•......—•-•,- -.._._ _ ,.:.„...,_..,-._._„.�...,.w.. LoohmulyS I III VIII II I II I 11 III III VIII fill ►� ► I! ► VIII VIII 1111 i Iltl VIII VIII I II VIII I!I1 VIII Lill VIII VIII VIII Illi VIII 1111 VIII III VIII 111 Illi Iii, illi !it; cul nu Uu iii iui iiu i �m� 1 � � � � � � � � � ( � I � � � ( �' ) ,p •1.M 1 I I 19 13 14 IO I Id 10 O 91 29 93 74 28 26 21 28 29 30 t+ A q r t 4, , N,# ;t¢l } z Y rtyr, t s a rl::• 9 ; a A 4 " x j . 1 f'n �II k C F i y r r nrE:: a RIDGEHOOF 0 2x12 WOOD FRAMING \ N W H SHEET METAL FLASHING t D J� m0 j � co� m m�N(D ir 0 V mONN L--- - --- - IN - - NQp0 N GLULAM RIDGE BEAM — -- - - - tn -- - SEE STRUCTURAL -_---_-- - c c W vn. J 2X12 ROOF FRAING S SEE STRUCTURAL ---- -- -- COMPOSITION SHINGLES ON 1 LAYER 15# FELT ON R-19 FIBERGLASS BATT PLYWOOD SHEATHING ON - INSULATION AT ROOF STRUCTURAL FRAMING i -- 2X BLOCKING, NOTCH OR DRILL FOR VENTILATION METAL DRIP �— PRE-FIN. METAL GUTTER WRAP 5/8" GYP. BD. HARDIPLANK FASCIA AT SKYLIGHT WELL y CONTINUOUS 4" VENT WITH PERF. ALUM. SCREEN AT HARDIPLANK SOFFIT V RHAN O R-13 FIBERGLASS BATT INSULATiON EXTERIOR WALLS, TYPICAL — PREFIN METAL DOWNSPOUT r k W � x _ 12'-0" 2ND FLOOR - — PREFIN METAL FLASHING TJI FLOOP JOIST W SEE STRUCTURAL 1 — HARDIPLANK SIDING Z T.O. BAND wATr_0DQuUolRF 0 � o PREFIN METAL FLASHING r*... r n BANDL , i OVERHEAD SECTIONAL DOOR I i.i..l L0 In WINDOW H �v , PP.EFIN METAL AND TRACK ABOVE O- � SUSPENDED T-BAR CEILING FLASHING GRID WITH 2X4 'AY-IN HARDIPLANK TRIM BAND 0 ' ACOUSTICAL TILE O N 5/8" GYP. BD. WRAP AT O (p IN1 ERIOR HEAD/SILL/JAMB V) r _ r F- DRAWN BY: CHECKED BY- _ ALUM. FRAME NAIL ON WINDOW . / WITH INSULATED GLAZING 11$►; / PROVIDE METAL FLASHING BRICK ROWLOCK SILL OR 5/8" TYPE 'X GYP. BD. N�- L AT INTERIOR FACE BRICK WITH TIES OVER OF i PLYWOOD SHEATHING OVER „X I ISSUED DATE PRESSURE TREATED 2X6 STUDS ® 16" O.C. 2X6 SILL PLATE WITH R-13 BATT INSUL DESIGN REVIEW:3/14/00 SEE STRUCTURAL --- BASE FLASHING DESREV COMM: 1/20/00 — " PERMIT SET: 7/31/00 /— — WEEPHOLES ® 24 O.C. SITE REVISIONS. 8/18/0, USE ROPE WICK ^� �! n-�c0 CITY COMM: 12/07/00 •• • d ° ° n ° d e '9 °• a • d • ° e d ° • e ed ° e ° - d ° ° °�� - n ' -- 17 I f L..V V R_..� ° • pIx 61 O O • ° e • 7'd?�CJ 4fi•p°gf+yr�, p•fJL'a° " V' El I 1=1 11 .1• —I 1 III-11 ° • I I CONCRETE STEM WALL AND FOOTING- SEE STRUCTURAL BUILDING SECTIONS z e • 4• • " j 3 rr BU.DINC STICTION 1 - i �d li P�j �" • A3oU Y �y�_•}P 3/4" 1'-0" 67th Ave 11650 BUP200-00116.SIT200-00051 I „ 22 of JI JGIa Nr') ED .. �T� �I ja Iil 1 III � I IIII I �m I I I I II III IIS Illi ill ' 1 Iilili�lll! v �►' (0 ! I iZ 13 1� I!! 17 IA 18 20 21 22 23 24 27 28 2A 3l0 10 �161� r 7 0?1I 1 �• q I ., .. .: . .,, .. i ly; Ft ✓F; �• t ..I -• — O ROOF RIDGE 0 N COMPOSITION SHINGLES ON w 12 1 LAYER 15# FELT ON t / PLYWOOD SHEATHING ON 6 STRUCTURAL FRAMING000000 > to � 0 J� DORMER RIDGE f0 0 23'-3", TYP kr IN In 0 x " 7r2=, - L METAL FLASHING m 01 mN ID ` LN N mU(D0 . \ _ HARDIPLANK FASCIA N N ` \ 3ZPq V) 00 CONTINUOUS 4" VENT WITH l kJ GLU—LAM RIDGE BEAM VERHANC PERF. ALUM. SCREEN AT SEE STRUCTURAL \ HARDIPLANK SOFFIT a n 2X12 ROOF FRAING SEE STRUCTURAL— R-13 FIBERGLASS BATT INSULATION AT EXTERIOR WALLS, TYPICAL— F R-19 FIBERGLASS BATT INSULATION AT ROOF � a LjIN OW H HARDIPLANK TRIM ' • � f I� ALUM. FRAME NAIL ON WINDOW WITH INSULATED GLAZING PROVIDE METAL FLASHING 14'-4»WINDOW SILL' 0 II 5/8" TYPE 'X• GYP. BD. AT INTERIUR— PREFIN METAL FLASHING TJI FLOOR JOISTPREFIN L METAL FLASHING SEE STRUCTURAL �— 1 + lul I 1 12'-0" z 2M FLOOR • I I I 4X4 WOOD POST Li I I _ RIDGE SUPPORT HARDIPLANK SIDING I z O F- o W T.Q. 13AND �- HARDIPLANK TRIM BAND SUSPENDED T—BAR CEILING TRANS HEAD w GRID WITH 2X4 LAY—IN HARDIPLANK SOFFIT 4X8 WOOD BEAMS ^ Q ACOUSTICAL TILL- " 0 DO EAD 0 WOOD COLUMN SHOWN DASHED V) • i SEE STRUCTURAL DRAWN BY CHECKED BY. i • • Lq�-4» WINUOW ISSUED pATF , DESIGN RFVIEW.3/14/00 �. DF.SRFV COMM. 7/20/00 PERMIT SET 7131100 SITE REVISIONS: 8/18/0( ACITY COMM: 12/07/00 _INV - d ♦ ° • ° e 4 ° ° ° 4 e • • • 4 ° °• e ° n 8 'o 'a pp • ° ♦• a ° • ♦d • d • ° d e N • ^ 00 • • d • I • I I iI I li)�1� • ° pRnWIf�G 11T1-k • I I • — CONCRETE STEM WALL AND FOOTING BUILDING SECTIONS c BEYOND SEE STRUCTURAL r 4 ° o I I • ° • , a BUILD -G SECTION — — I 4 • n • u • d ♦ l_ II e ° A32 87th Ave.11660 BUP200-00•.46,SIT200-00051 23 of 11 JCB NO: l'' 1' ��IF�'(th�%3:,'?1`Af:;Q'7P':'•w.'^!sA'._ ��.�.I.", jil��.'+"`�'.•;1:�'V'.T� ... V ummNuTy O•kw.l de � ' I4ihI � I � lil1 � II1111111 I � � I —m—p111� IkIN" CRI�I II.1. IQ II 117 is 11dgI.131:1..I0 I� � 27 x 20 1 W .•�u ' f ,� 1 t�,F,. '4i .� � f" �"iilk a dw r�Mtl.F.�f �It� I 1�11 1 1 _ •"A B SFCi l 1 i�I'.. 1*I I 1 t a !Y�'• � k *�• ^ .iS . +1 ��I y �yl III 1 I" 1. .. ... •. ,. a,t.r.,•.. ... „t. r '�- .. ... ., s... '1 _..,...f .t. :C?': .Cr -V. .., �, - � 'If.it . r r:e 1 n . I 1 I j ✓' S 4 0 0 lYl 1 h N 0 J m0 2'-0" (10) RISERS 11" 9'-2' Y-8" 41 (t r 0 HANDRAIL It r4 EXTENSION Q 0 • WALL & HANDRAIL BELOW 3 0 m NN NN SHOWN DASHED A4.2 HAND 1. j z,7 r. ERTEN In z 0 0 g�� I()h — ---- —L d Q w Q STEEL DECK AND CONCRETE I �'1 - - J a a h h 7S4 x 4 x 1/4" I '� --- I I A4.2 I I I I I C12 x 20.7 _ 4 x 4 x 1/4" -- ---- — — ct ANGLE-- FIFI_D u? ^ HANDRAIL BRACKET WELD ALL TS4 x 4 x 1/4" AT 5'-0" O.C. MAX Li AROUND TO x • aW v 0- x ANNELS W/ 03 0 0�0 r 00 L w 3 " FILLET v DN — tO cn 0 �4 � DN LJ 0- \ a. } 1 a ' 10 t0 1 A4.1 cn 0 - - 3 SLOPE CONCRETE -- - -- - -- - -- - - --- -.--- 1/4" PER FOOT ---------- C12 x 20 '8 x 11.5 COLUMN BELOW —� 2-_0. HANDRAIL 0 EXTENSION o TS4 x 4 x 1/4' 1�-0- (9) TREADS 11 = 8'-3" 4'-7" 2 HAND A4.2 ERTEN 2'-0" (21) TREADS 0 11" = 18'-4" 6'-0" HANDRAIL EXTENSION 0 A w M 1 STAIR B 2ND FLOOR PLAN AND FRAMING 2 STAIR A 2ND FLOOR PLAN z 4. 1/2" = 1'-0" — 4• 1/2" = 1'-0" 1 Li 4 DPP. I z � A4.2 T z f 0 3 1/2" CONCRETE ON 22 GA. • ...w.. ��♦ 1 1/2" STEEL DECK -------- --------------- - - rn ■ /`J� 1 r - HANDRAIL BRACKET W W CONTINUOUS 1 i/4" •' ' • A42 AT 5'-0" O.C. MAX STD. SEEL PIPE HANDRAIL ' ■ ■ ;' LiJ LL • /' • I p CONTINUOUS 1 1/4 I^ / ■ ■ I - ' STD. SEEL PIPE HANDRAIL V, PARTIAL HEIGHT WALL • • ' IN FOREGROUND Q r ■ ---=----- --=------z- -=---- 2ND FLOOR 2ND FLOOR • ^ /�r�� ,'' • + 00 • , , Q • I ' Ln (1) •- ', ---�--- C8 x 11.5 — r /' • I 1 ^ Q— — . ---- / V; DRAWN BY: ,// � < W CHECKED BY - - - 1 I I TJI JOIST FLOOR FRAMING /, -� a 'eeSEE STRUCTURAL z � ./ '%' 6'-3. "t eell I 1 ^ • , lit LANDING ' 11 / WW W , e r7 /' j� /' II • • ' I ,' r---- 2X6 h RAMING 4T LANDIP,G • //' / • I I04 ,�,'' ,/ ISSUED DAtE ' •r-----�' ■ 1 I /�''` ,,/1� Is, f� DESIGN kEVIEW 3/14/00 I •, • I 1 �' ' O , DESREV COMM 7120100 —� METAL PAN STAIR WITH fS 4 x 4 x 1/4" f_-e ___;� ' •1 • IN FOREGROUND 1, 2X12 CUT SYRINGE►. WITH 2X6 PERMIT SFT 7/31/U0 1 CONCRETE TREADS ON EACH SIDE 0' MIDDLE I 1 SHOWN DASHED d � �� Ln c III • 1, i - i i FOR CLARITY it---- •? STRINGER FACE. NAIL WITH 160 r---- SITE REVISIONS: f1/1$/01 , 1 NAILS AT 12" O.C. STAGGERED. NAIL EDGE STRINGER TO WALL CITY COMM. 12111100 o i; • C12 x 20.7 STRINGER `� -' ,�' i;-- vW WITH (2) 16D NAILS EACH STUD ON EACH SIDE WELDED i i ------ TO _ I TO METAL PAN I I h fc" I • 1 ' 1, - 4X4 WOOD COLUMN 1 ST FLOCK r ° 1 ST FLOOR R STAIR PLANS PIANS AND SECTIONS r aI u A4 * 1 /0'0 3 STAND SECTION 4 STAIR A SECTInN � 1/2" 1'-0- 4. 112" _ ��—n� 50 BUP200-00414 S 67th Ave. 16 0-00051 nnp//�� 7 24 0} 34 JOB NO 980/�) , Q �� Cm'un�lul III�II I!II�UI ILII lIII II i (! I I'u�ll I�11! �nll�lnl) III�IIII�III �) I If I�IIII I II IIII�IIII !Ill�llll III�I I IIII�IIII IIII III 111/1111 Illl�lllt lIII�I II II I� III I �I I I � i I I 1 ,�. ,� � I - 10 wl lt. 14 Is 17 I d I O 5C0 ftI 22 93 94 ZINE a 27 to go 30 1 1 1 Q 19 "711wl xrttr^ 1 't v, -w ... _ .. w. r .:i '1'11.. . ( e. ,il.t•. '` , ilti. . , .. :Opp 7 . .. ........ ..-, ...r �1 i. r :� f � x n ;t •'M9, iy PRESSURE-TREATED FINISH WOOD CAP AND TRIM OR 0 CEMENTITIOUS TRIM-- PAINT TO N GYP. BD. OVER STUD WALL-- SEE MATCH BUILDING TRIM F 1 PLANS 1-1/4- STD. PIPE � HANDRAIL 0 % FIRE TREATED 2X8 WOOD > BLOCKI VG OR 8" WIDE 16GA. m o I II I METAL LHANNEL ALONG m ul 0 CD LENGTH OF WALL WHERE m 1 112' . APPLICABLE m N N r_ 1/4w oNN CEMENTITIOUS BEVEL SIDING z 3'_O" 00 ON BACKER BOARD-- PER '�j T.O. HANDRAIL --� - MANUFACTURER'S WRITTEN a ly J x ABOVE NOSE OF TREAD INSTRUCTIONS-- PAINT TO a 0 W 4. I MAl'CH BUILDING � ttlr WOOD HANDRAIL f 2 x 4 PARTIAL HEIGHT WALL ® 24" o.c. • HANDRAIL BRACKET O 5'-0" O.C. MAX. I i i FIRE TREATED 2x8 WOOD BLOCKING OR 8" WIDE 16 GA. METAL CHANNEL ALONG LENGTH OF WALL WHERE APPLICABLE TYPICAL WOOD HANDRAIL 2 PARTIAL HEIGHT V ALL @ DECK 4 3" 1'-0" 06100-22 4 V. = 1'-0" 0551A-01 GYP. BD. METAL WALL BRACKET O 5'-0" O.C. MAX.-- PAINT TO MARCH HANDRAIL 1 1/4" STD. STEEL PIPE HANDRAIL-- PAINT W/ BAKED ENAMEL FINISH TO MATCH BUILDING PLYWOOD TREAD TRIM BASE WHERE OCCURS-- SEE FINISH SCHEDULE — 2x14 CUT STRINGER W/ 16d O 12" CONCDECK RETE TOPPING OVER METAL Li — O.C. STAGGERED . /� STEEL STRINGER I Z la/ i t � CONT. 2x6 W/(2) 16d O PA. STUD. " I 16d O 12 O.C. TO BLOf:M,.r:G / 1/4 3 ` - STEEL CHANNEL — 2x BLOCKING _-_-j_ ; +-- I z O O — CONCRETE FILLED STEEL PAN v TRE4DS -- (2) LAYERS 5/8` TYPE 'X' GYP. BD. O FIRE RATED LOCATIONS G� \\ V _ VI 3 TYPICAL WOOD STRINGER 4 STEEL STAIR @ TOP LANDING O � 4 1 "1/2" = V-0" 06100-21 4 1 = 1'- " / 0 05510-k"%3 rr�nn Q � V DRAWN BY: BTMwA —+ 3/4" PLYWOOD TREAU CHECKED BY: RBW PLAN VIEW OF HANDRAIL 1/2" RADIUS 2'—Ow 1/2" PLYWOOD RISERit 71WELSH I 1 1/4" STD. STEEL PIPE HANDRAIL-- ►- //// \ PAINT • • METAL WALL BRACKET O 5'•-0" O.C. / \ 2 x 6 EA. SIDE OF MIDDLE / MAX.-- PAINT TO MATCH HANDRAIL STRINGER FACE NAIL W/ 16d O 12" i .a O.C. STAGGERED 2 x 14 CUT STRINGER BEYOND STEEL STRINGER IScUED DATE 1 CONC, FILLED STEEL PAN TREADS DESIGN REVIEW:3/14/00OESREV COMM: 7120100 PERMIT SET: 7131100 \ / ' SITE REVISIONS: 8/18/0 CIA CITY COMM: 12/07/00 BASE WHERE OCCURS-- SEE FINISH 6w SCHEDULE DRAINING 101 11 4 �.� DETAILS 3 x 4 x 3/8" (L.LH) ANGLE-- BASE SECURE W/ 5/8 EXPANSION ANCHOR a AM STAB TREAT) A '1400 a STEEL STAIR @ BASE A402 � \64411 1/�' ! 1'-0� 06100-20 4 1" = 1'-0` 05510-01 871h Ave 11850 t �i 8UP200-00448.917200-00051 25 of 34JOB NO +<v n:i.�txa.l :.H�1Y'wibMSCAiNa ;IMN+ktkk_ w Cm IISall, 11 II I I f� Ili ll III�n IA I��I I!�II2 II�1IIII�iI2 IlE21l�llllnzi�all �I�n�llzu�ell 2Il�elnl�l aI (7 � zI e I 0 �9l•i 3IiI 0 , g'z rd u� a R a^ 1` s e ' •� ymiTT. 1 L7'_ 4 ii..Y;d:;ltr L7al, Y.;.• M: _ y S Y Y I ,y 0 - - 0 N DOOR SCHEDULE TYPE OPENING T_ DOOR FRAME _ ASSEMBLY _ r o NO. TYPE WOM_ HEIGHT THICK MAYL FVM MAT'L F NSH HEAD JAYS ".DLL. HOWR FIRE RATING REMARKS AND NDTIES >, m STOREFRONT BEYOND 101A A - - -- I M. I -- 6/A5.1 1 � FACE OF CONCRETE PANEL 1 - - STAIN H.M.K.D. - 1 A 1 _ - - _�` - _ m rN. 0 1 7 - 1 4 T K -FI .1 A�,1 -- ��NID ALUMINUM STOREFRONT DOOR 10,105A 8 _ 7 _ '4TIN H K PRE-FINISHED1 1 '( 000 HOLLOW 2 HOLLOW METAL DOOR AND FRAME SYSTEM - -F I —2 C O,v N ryN .1 1 4 H M PAINTED H M.W PAINTED 5/A5.1 1 1 A- 1 -- 1 3 0 0 1 1 - - - T T- PAIN -- -- -- _ -- _ N N In - 1 - 1 1 _ � � 1 A r0 7 - -- I M. -- 6 A .1 A 1 -- 14 a0 -, x S.C. STAIN HAK.D. PRE-nNisHED SLOPE CONCRETE SLAB .SLOPED CONCRETE SLAB 108B C �• 1 - _ -_-- d a I- � INTERIOR -� " - �_ �-- ALI IMINUM THRESHOLD TO MEET ADA FINISH ALUMINUM THRESHOLD TO MEET ADA IIIA3.-Om7 - 1 4 TAI � 1 1 __ ACCESSIBILITY STANDARDS--SET IN FLOOR ACCESSIBILITY STANDARDS-- SET INM,K,D. ARE-FIN 1 1 -- CONTINUOUS BED OF SEALANT BED OF SEALANT 11 --�-. =4� 7'-0 1 4 PRE- SMtt�. A 1 __ -- Y 7'-Ow 3/4 TA H.M.KPRE-FINISHEDA5.1 A ,1 -- _ 2 --- 1/2" EXTERIOR WALKWAY EXTERIOR WALKWAY 114A 5'-4" 7 - 1 3/4" S.C. SIAIN H.M.K.D. PRE-FINISHED 9/A5.1 9/A5.1 -- E -- 1 2 MAX A - 7 - 1 4 IAIN H.M.K , PRE-FINISHED "I A .1 2 t - -- -- - lA 7 - 1 4 S TAI H.M.K.D. PRE-FINISHED .1 9/A5,1 -- A -- 1 A 7 - -- M ALUM, ANODIZED -- 6/A5,1 A l -- 1.2.4 INTERIOR FLOOR FINISH 1 40-0- 1 4 _ H. PRE-FINISHED .1 94A 4 - K PR -FI 1 A -- _ --- __ A - 7 - 1 4 STAIN H.M.K. PRE-FINISHED, A5.1 94-A5.1 -- B -- 1 4 TAI H K PRE-FINISHED9/A5.1 -9/A5.1 -- -- • NOTES: HARDWARE' LEGEND 1. PROVIDE DOOR CLOSER A PASSAGE H.M. HOLLOW METAL B PRIVACY H.M.K.D. HOLLOW METAL KNOCK D''. w 2. PROVIDE WALL OR DOOR STOP -- VERIFY W/ OWNER C ENTRANCE H.M.W. HOLLOW METAL WELDED HOLLOW METAL DOOR A"r THRESHOLD 2 ALUMINUM STOREFRONT DOOR AT THRESHOLD D DORMITORY S.C. SOLID CORE WOOD 3. PROVIDE SIGN STATING IN BOLD CONTRASTING LETTERS, THE DOOR IS TO REAMiN E STOREROOM ALUM. ALUMINUM 3" = 1'-0" 08100-03 & 3" 1'-O" - " 08100-05 UNLOCKED DURING BUSSINESS HOURS." !N ACCORDANCE W/ UBC 1007.2.5, UBC ON ALL LOCKING ENTRANCE DOORS. -- COORDINATE W/ DOOR SCHEDULE. STUD WALL-- SEE PLAN STUD WALL-- SEE PLAN GENERAL NOTES: • ALL DOOR SHALL HAVE AGA APPROVED HARDWARE GYP. BD. .,W» CONTINUOUS SEALANT CONTINUOUS SEALANT »w» * �I�--., » »W" „W" 1 ( ALUMINUM STOREFRONT DOOR / HOLLOW METAL FRAME � i EMPERED TEMPERED i 2» GLASS �? GLASS HOLLOW METAL DOOR TY K' x x x = T. \ w' C) _ �,\ • CV - ALUMINUM Z , 1/4" 1/4" STOREFRONT FLUSH RECITE LOUVERED C SECTIONAL OVERHEAD z SHIM AS REQUIRED SHIM AS REQUIRED A B C D EEKTERIOR SEE SCHEDULE FOR SIZE 0 0 BACKER ROD AND SEALANT BACKER ROD AND SEALANT LL) VENEER MASONRY UNIT VENEER MASONRY UNIT Ld N O U �, w 6 HOLLOW METAL.DOOR AT WOOD FRAME WALL s STOREFRONT DOOR JAMB AT BRICK VENEER - DOOR TYPES D ON \6,5y. 3" 1'-0" 08100-08 6. 3" 1'-0" 08100-12 "- NO SCALE • NOTE ALL DOORS IN THIS DOOR TYPE ELEVATION DETAIL WHICH ARE NOT USED ARE MARKED WITH AN "X' IN 08001-02 Q 0 i I— _ SHIM AS REQUIRED DRAWN BY: CHECKED BY: �— HEADER-- .(2) 2x 0 2x4 WALL (3) 2x 0 2x6 WAIL s ISSUEU DATE WOOD STUD %ALL-- SEE PLANS �1 DESIGN REVIEW:3/14/00 DXlll®LE STUD AT JAMB DESRE'' COMM: 7/20/00 PERMIT SET: 7/31/00 METAL F�s,�1E-- SEE DOOR SCHEDULE DOOR-- SEE SCHEDULE A DRAWING TITIJ DOOR SCHEDULE DOOR DETAILS A51 0 1`fm& DOOR (DUAL S" 1'-0" 08100--10 87th Ave 11850 BUP200-00448,SIT200 00051 r 28 of 34 IOR No 98 'r Q u R • ,',:,s - r "ti IIII IIII II! Ilil III! IIII Illi IIII IIII IIII 1111 II11 IIII IIII I I• I•...........•...w. >` "" Cm I i I I i I IIII un un nn nn n11 un un ulI un I Irl II un nl I' I , I I I I I I I I I I I I I i l l l I IIII. III I Ijlll u l i t I I T j I ►}II I) ul iu III II'll b \. _ r 4 z1�,a; DI'4 Iomm"Igll IO i I 13 13 14 Id 17 I! IO O 21 22 23 2a 25 28 27 28 2Iv 3l0 — — - - . --r- a 4 T�I�-1• , r��1� , ' L w y: _w" 101 0 1011040111 1 .,:- .. .. 77... :w.. .. .0.v .m... y ,. , 'dPM , { ., ., ,.... a . ,�"•,... '"' ' ,..,... .,,.,..,....dr.r.y.-_.l.e.sk;SolL ._.A1� .•,.... .:..:.ate-.�...�'1:.r... t::.�. d .a..� a,"...ua ..,,,,,., _ _..�_ -a �....�,.-.-...._,,... - _.,... - - ..-.,._ - 7' •''^" 'l '�i ;+ A'°'<"s°"R+"as':,s*t'r-'gnrz. ,,.3,,....w.. ♦ ,t a�. �e r C. 1 A � F' O 0 N INT. OR EXT. WALL ROOF OR FLOOR DECK -- 12 GA HANGCR WIRES O 4'-0" CENTERLINE OF STUD WALL AND 4'-0" � O.C. (TYP.) CENTERLINE OF MULLION — 3-1/2" SOUND Ai'NUATION BATT � COMPRESSION RBACE, '/2" ABOVE TOP OF WAL_ OTE 5 METAL CONDUIT ALUMINUM STOREFRONT SYSTEM O O I MULLION - - 2" MIN. 12 GA. SPLAYED BRACE WIRES I �� m a NOTE 2 NOTE 6 (NP•) INSULATED GLAZING I � r m� DUCT h mss, 0'0 b lD NN CROSS TEE NEOPRENI GASKET-- ATTACH TO N N STOREFRONT SYSTEM W/ ADHESIVE N 00 TAPE SUSPENDED CEILING ,n► a0 ,x NOTE 1 ? 3-1/2" SOUND ATTENUATION BATT a d LL NOTE 4 1 2" W GYP. BD. ON 6" 25 GA. METAL STUDS MAIN_ TEE w �— METAL STUD WALL NOTE 3 I GYP. BD. EACH SIDE. SECURE TO " o VERTICAL STUDS WITH 1" TYPE "S" 2 MI SE4LANT = SCREWS AT 5"-7" ON CENTER TOILET RQOY BASE - SEE FINISH SCHEDULE PREFINISHED 16 GAUGE SHEET N_ BOTTOM TRACK TO FINISH FLOOR WITH 4'-0 0.C. MAX. (#12 WIRE) METAL CHANNEL-- COLOR TO 6'-0" MAX. _ I MATCH WINDOW SYSTEM z f POWDER DRIVEN ANCHORS AT 4'-0" Li C.C. SET TRACK IN BED OF SEALANT 1 LATERAL BRACING O 12'-0" O.C. EACH WAY, MAIN RUNNER TO STRUCTURE. BEGIN BRACING \ N EXISTING CONCRETE SLAB WITHIN 4'-0" OF PERIMETER AND 2" FROM CROSS MEMBERS. GYP. BD. 2. ADDITIONAL HANGING WIRE WITHIN 8" OF PERIMETER. 3. STABILIZER BAR BETWEEN ALL MEMBERS O PERIMETER. 4, TRAPEZE DUCTWORK AND OTHER LARGE OBSTRUCTIONS, COUNTER SLOPE. 5. CONNECTION DEVICE TO HAVE 100# CAPACITY. 6. VERTICAL STRUTS AT 12'-0. O.C. E.W. I ' 1 LATERAL BRACING FOR SUSPENDED CELN G 2 SEISMIC BRACING FOR SUSPENDED CEILING s INTERIOR WALL AT STOREFRONT MULLION 4 TYPICAL INTERIOR PARTITION AT TOILET ROOM J.� 3/4" = 1 -0. 09120-01 >5. 3" = 1'-0" - 09120-02 5. 3" = 1'-0" 08400-03 J. 3/4" = 1'-0" 09250-07A SEE PLAN SEE PLAN SEE PLAN ACRYLIC SIGN W/ WHITE GRAPHICS . 8" ACRYLIC SIGN W/ WHITE GRAPHICS 8" ON COLORED FIELD AS SELECTED 18 HAND-HELD SHOWER do LETTERING ON COLORED FIELD AS BY ARCHITECT FROM MFR.'S HEAD PER ADA o SELECTED BY ARCHITECT FROM STANDARD RANGE GUIDELINES MRF.'S STANDARD RANGE _ GRAPHIC AREA FOR PICTOGRAM 6" GRAPHIC AREA FOR PICTOGRAM LETTERING; 5/8" SIZE MIN., RAISED 1/32" MIN. 1,� CONTROL AREA �-- GRADE 2 BRAILLE r "` w 97 + R H g H 00 — — v GRAb °ARS I GRAB BARS w = Z Z FOLD-DOWN SEAT PER 30 MIN, L� MOUNTING LOCATION: o SIGNS SHALL BE INSTALLED ON THE MOUNTING LOCATi011k ADA GUIDELINES-- NIALL ADJACENT TO THE LATCH SIDE SIGNS SHALL BE INSTALLED ON THE SEE FIGURE 36 LZ OF THE DOOR. WHERE THERE IS NO � WALL ADJACENT TO THE LATCH SIDE FOLD-DOWN SEAT PER � a WALL SPACE TO THE LATCH SIDE OF a OF THE DOOR. WHERE THERE IS � ,RDA GUIDELINES-- SEE � Z ' THE DOOR, INCLUDING AT DOUBLE NO WALL SPACE TO THE LATCH SIDE FIGURE 360 LEAF DOORS, SIGNS SHALL BE OF THE DOOR, INCLUDING AT — r, rl) aD O PLACED ON THE NEAREST ADJACENT '�' DOUBLE LEAF DOORS, SIGNS SHALL WALL. MOUNTING LOCATION SHALL BE PLACED ON THE NEAREST `a► Lj BE SO THAT A PERSON MAY ADJACENT WALL, MOUNTING LOCATION i �J APPROACH WITHIN 3 INCHES SHALL BE SO THAT A PERS3N MAY ' I (76mm) OF SIGNAGE WITHOUT APPROACH WITHIN 3 INCHES SLOPE TO SLOPE TO SLOPE TO W ENCOUNTERING PROTRUDING (76mm) OF SIGNAGE WITHOUT N RAIN ' ` � O OBJECTS CR STANDING WITHIN 1 HE ENCOUNTERING PROTRUDING ` J SWING OF A DOOR OBJECTS OR STANDING WITHIN THE v SWING OF A DOOR clwran_L WU i b TOILET ROOM IDENTIFICATION s INTERNATIONAL_ SYMBOL OF ACCE Y 7 HANDICAPPED ACCESSIBLE SHOWER AND GRAB BARS � O � ✓ 3" 1'_0" 10440-01 6. 3" = 1'-0" 10440-05 6. 3/4' = 1'-0" 10800-07 0 (0 rr nn r V DRAWN Be CHECKED BY , 17 S P SEE PLAN 54" MIN. 12" MIN. 42" MIN. /-- TOILET PARTITION 36" " /-- MIRROR \ WHERE INDICATED 3b MAX. ON PLANS I I NOTE: ALL ACCESSIBLE TOILET �// - SOAP DISPENSER ,� GRAB BAR-- PER STALLS AND ACCESSORIES M! / PAPER TOWEL DISPENSER ANDOF I I ADAAG 30 ! I SHALL COMPLY WITH UBC SEC. �— DISPOSAL FLUSH MOUNTED TO T.O. 1109.10.5 AND ADAAG 30. WAIT.ONSCOT -- 4 WALL-- PROVIDE SANITARY NAPKIN —'—"— WAINSCOT Issuko DATE � WAINSCOT I I DISPENSER IN WOMEN'S T.R. SEE PLAN FOR FIXTURE SEE FINISH I DESIGN REVIEW:,' 14/00 SEE FINISH SCHEDULE / SCHEDULE PLACEMENT. PARTITIONS AS I DESREV COMM: 7/20/00 INDICATED ON PLAN. FLUSH Z z I PERMIT SET- 7/31/00 M VALVE I I 2 z 1 — LAVATORY TO CONFORM TO AD.44G 03 I OPEN SIDE 31,32 1 N OF ROOM 1 1/4- TO 1 1/2* "� N OR STALL 1 1/2" - LAVATORY PIPE INSULATION - PAPER DISPENSER q C3 1'-3" MIN. �-jKL �� SEE PLAN DRAWiNC, TIT: F NO SCALE DETAILS v, A5 3 ,. ; H�►."�ICAPPED ACES► 3l.E WATER CLOSET AIDGRAB BARS r TYP►CAL wr►LL HUNG LAVATORY � t 360 I•_(I• - 10800-01 a• 3/8" i'-7" 10800-04 87th Ave IT200 BUP200-00448,SIT200-0(1061 8 27 01 34 roe No: 98075 R r p J ' I:'�te' f:_.,I. . h i I I17111111111111 y� .. , I II 1 II I I I 11 I II I i► #}'^�111,Fr;,, �eN�.�� Crp I I I , I 1 I I I I ( I ILII IIlIIIII III nt 11IIIIIIII IIIIIIIII IIIIIIIII ILII II11 1111 II11 II!I ILII ILII II11 ILII ILII till ILII ILII ILII ILII ILII I`fl ILII I I t 1 I !♦ l s 17 l s I 0 20 2II I ala I ala 124 I ZIa I Zle 127 I Z�e I aIQ 130 IoM rI C311 I' ti X p S V ,5 r 0 'r w • 4 y „ '.i- .. tea.,::_. ,,..,, i. a„ ...... .. _ ♦ -... .. .r. ,. T,� it 0 O N W H VvI RUCTURAL GENERAL NOTES 0 J•' CODE METALS GENERAL SPECIAL INSPECTION PROGRAM OREGON STRUCTURAL SPECIALTY CODE, 1998 EDITION 1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE ESTABLISHED PER 1997 UBC SECTION 106, 108 & ChAPTER 17 1. MISCELLANEOUS STRUCTURAL STEEL TO BE .ASTM A36, FY=36 KS!, UNLESS NOTED FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. OTHERWISE. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE JL m O N N STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT ITEM COMM O tS (3) PMDIC t,3) COWN�NTS o",� 0 A r►c 2. STRUCTURAL STEEL BEAMS TO BE ASTM OR. 50, UNLESS NOTED BE UMITED TO, BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, - �Z p 0 _ AV�7 OTHERWISE. ETC. OBSERVATION VISITS TO THE SITE BY THE A/E SHALL NOT INCLUDE INSPECTION �� g 0 9) 3 TUBES TO BE ASTM A500, FY=46 KSI; PIPES ASTM A501, FY-36 KSI. OF THE ABOVE ITEMS. GRADING, EXCAVATION & FILL _ BY GCOTECHNICAL ENGINEER SNOW LOAD 25 PSF + DRIFT FINAL FOUNDATION PREPARATION BY GEOTECHNICAL ENGINEER v 0 w Q � FLOOR LIVE LOAD 50 PSF 4. BOLTS TO BE ASTM A307, UNLESS NOTED OTHERWISE. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR V0 IFICATION OF ALL DIMENSIONS WITH a L MECHANICAL UNITS WEIGHTS FURNISHED BY MANUFACTUREF` DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH 5. WELDING TO BE BY CERTIFIED WELDERS USING E70XX ELECTRODES IN ACCORDANCE SEISMIC ZONE 3 SOIL TYPE SD WITH AWS STANDARDS. A/E. CONCRETE WIND 80 MPH EXPOSURE B 3. CONSTRUCTION MATERIAL SHALL BE SPREAD OIIT IF PLACED ON FRAMED FLOORS REINFORCING PLACEMENT X SOIL BEARING 1500 PSF ALLOWABI,E 6. ALL STEEL TO HAVE SHOP COAT. OR ROOF. LOAD SHALL NOT EXCEED THE DEQ IGN LIVE LOAD PER SQUARE FOOT. REINFORCING WELDING X 7, STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR REVIEW PRIOR TO ANCHOR BOLTS & INSERTS X FABRICATION. 4. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH PREPARATION OF TEST SPECIMENS X _ 8. STEEL WASHERS TO BE VSQD AT ALL BOLTED CONDITIONS. STAr!DARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. CONCRETE PLACEMENT X t 9. BRACING RODS TO BE INSTALLED TAUT; ONE STANDARD TURNBUCKLE PER ROD MAY 5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, EPDXY ANCHOR PLACEMENT X 1= ATNON BE USED. MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRI4TE TRADES, DRAWINGS EXPANSION ANCHOR PLACEMENT X AND SUBCONTRACTORS PRIOR TO CONSTi%uCTION, 10. LATEST AISC, SJI, AND AWS CODES APPLY. ALL CONSTRUCTION PER LATEST AISC RpNFORM STRUCTURAL MASONRY 1, �OTINGS TO BEAR ON NATURAL UNDISTURBED SOIL FREE OF ORGANIC MATTER HANDBOOK. 6. OPTIONS ARE FOR CONTRACTORS CONVENIENCE. HE SHALL BE RESPONSIBLE FOR 2 BCTTOM OF FOOTINGS TO BE A MINIMUM OF 18" BELOW FINISHED GRADE. ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND HE SHALL COORDINATE PREPARATION OF TEST SPECIMENS X 3. GEOTECHNICAL ENGINEER TO FIELD VERIFY THE FINAL FOUNDATION PREPARATION, 11. ALL EXPANSION BOLTS SHALL BE "POWER STUD" ANCHORS OR APPROVED EQUAL WITH ALL DETAILS. LAYING OF UNITS X • PRIOR TO POURING CONCRETE FOOTINGS LC.B.O. RATING FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE. I 7. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL REINFORCEMENT PLACING/GROUT SPACES X 12. ALL ADHESIVE ANCHORS TO BE ASTM A36 W/ "HILTI" BW!D HY-150 ADHESIVE. GROUTING OPERATIONS X 1 STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL CONCRETE 13. ALL REFERENCE TO HEADED STUDS SHAT! INDICATE AUTOMATIC WELDED HEADED GOVERN. STUDS (NELSON OR EQUIVALENT). S RUCTLO_ _TEFL, 1. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: FOUNDATIONS 3000 PSI 8. ANY ENGINEE'iING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW WELDING OF ANCHORS & STUDS X REF. NOTE 4 SLABS 3000 PSI SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE, 2. CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIOS PER ACI 311? TABLE 5.4 STATE OF OREGON. METAL DECK WELDING X REF, NOTE (4) (PROPORTIONING ON THE BASIS OF FIELD t XPERIENCE AND/OR TRIAL MIXTURES). CARPENTRY EMBEDDED PLATES X THESE MAXIM MS MAY BE E"CEEDED IF TEST RECORDS PER SECTION 5.3 OF ACI 318 BUILDING CODE REGUIREMENTS FOR REINFORCED CONCRETE) 1. ALL NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER AND LENGTH. `H� DRAWWW• o_ SHIP WENDING ARC SUBMITT D TO AND APPROVED BY 1 HE ENGINEER. 2. ALL NAILING TO BE IN ACCORDANCE WITH UNIFORM BUILDING CODE TABLE 23-1-Q SUBMIT SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR THE FOLLOWING: SINGLE PASS FILLET WELDS < 5/16 X REF. NOTE (4) 3. MAXIMUM SLUMP 4" PLUS OR MINUS 1 UNLESS NOTED OTHERWISE. FILLET WELDS > 5/16- x REF. NOTE (2) 4. SAWCUT CONTROL JOINTS 1/4 SLAB DEPTH. 3. ALL :RAMING HARDWARE TO BE SIMPSON STRONG-TIE BRAND OR EQUIVALENT 1. REINFORCING STEEL PARTIAL COMPLETE PENETRATION X REF. NOTE (2 & 5) 5. CONCRETE AND REINFORCING TO HAVE SPECIAL INSPECTION IN ACCORDANCE WITH SPECIFICALLY APPROVED BY ENGINEER. 2. STRUCTURAL AND MISCELLANEOUS STEEL INCLUDING WELD INSERTS AND ANCHORS _ UqC SECTION '701. 4. LUMBER GRADES: 3. GLULAM BEAMS FIELD WELDING 6. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON -GLUUAM BEAMS, 24F-V8 AT CANTILEVER AND 24F-V4 AT SINGLE PASS FILLET WELDS 75/16m 16 X REF. NOTE (4) GRADE MAY BE VIBRATED ONLY AROUND UNDER-FLOOR DUCTS, ETC. OTHER CONDITIONS; 4. TRUSS JOIST FILLET WELDS > 5/16" X REF. NOTE (4) O -ALL SOLID SAWN LUMBER GRADES NOT SPECIFIED TO BE PARTIAL COMPLETE PENETRATION x REF. NOTE (2 & 5 7. CAST CLOSURE POUR AROUND COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. DF#2 OR BETTER; / 8. UNLESS NOTED OTHERWISE ON DRAWINGS, ALL CONCRLTE SLABS ON GRADE SHALL --ALL WOOD IN PERMANENT CONTACT W]TH CONCRETE TO BE PRESSURE STRUCTURAL OBSERVAMN LIGHT GUAGE METAL FRAMING WELDS X REF. NOTE (4) BE BOUNDED BY CONTROL OR CONSTRUCTION JOINTS SUCH THAT THE ENCLOSED IKLA,[D. - AREA DOES NOT EXCEED 400 SQUARE FEET. 5. PLYWOOD: CONTRACTOR TO NOTIFY STR:V�TURAL ENGINEER TO ARRANGE FOR A STRUCTURAL PROGRAM FOOTNOTES: -FLOOR SHEATHINC•' 3 4" APA INDEX 49/24, EXPOSURE 1; OBSERVATION 48 HOURS PRIOR TO C OVERING UP THE FOLLOWING: » , -ROOF SHEATHING 58" APA INDEX 40,':0, EXPOSURE 1; (1.) THE ITEMS CHECKED WITH AN X SHALL BE INSPECTED IN ACCORDANCE WITH UBC CHAPTER �7 BY A CERTIFIED -WALL SHEATHING 1/2" APA INDEX 24/0, CXPOSURE 1; SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, j -NAIL AS SHOWN ON FRAMING PLANS. 1. WOOD SHEATHING O SHEAR WALLS REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, THE PROJECT SPECIFICATIONS AND THE SPECIFIC GENERAL REWORMIGNOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION 6. DRILL BOLT HOLES 1/16 INCH OVERSIZE EXCEPT WHERE NOTED LARGER. 2. WOOD SHEATHING O ROOF AND FLOOR REPORT': DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTORS AND BUILDING OFFICIAL ANY MATERIALS WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 1. DEFORMED BARS ASTM A615, GRADE 60. WELDED BARS ASTM A706, GRADE 60. WELDED 7• DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD BEARING STUDS WITHOUT PRIOR SPECIAL TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. WIRE FABRIC PER ASTM A185, WIRE PER ASTM A82. APPROVAL OF ARCHITECT/ENGINEER. DOUBLE UP FLOOR JOISTS UNDER PARTITIONS. PROVIDE 1 X 3 OR METAL CROSS BRIDGING OT MIDSPAN AT ALL JOISTS. PROVIDE (2.) SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFQRMED BY AN APPROVED FABRICATOR PEP. 2. UNLESS NOTED OTHERWISE, 18SPLICES SHALL BE CLASS "B" TENSION LAP SPLICES. 2" SOLID BLOCKING AT SUPPORT OF ALL JOISTS. DOUBLE UP STUDS AT JAMBS AND UBC SECTION 1701.7. IN ACCORDANCE WITH ACI 318, CHAPTER 12. LAP SPLICES IN COLUMNS SHALL BE STANDARD UNDER BEAMS IN BEARING WALLS. PROVIDE 2 X SOLID BLOCKING AT MID-HEIGHT COMPRESSION LAP SPLICES PER MINIMUM EDITION OF ACI 318. OF BEARING STUD WA.�.LS. (3.) CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL TIMES OBSERVING STAGGER ALTERNATE SPLICES .0 MINIMUM OF OPIE LAP LENGTH. LAPS D THE WORK REQUIRING SPECIAL INSPECTION (UBC 1701.6.1). PERIODIC SPECIAL INSPECTION MEANS THAT THE OUTERMOWELDED ST FABRIC SHALL BE EACH F BR THAT THE OVERLAP MEASURED BETWEEN , `� SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING Z CROSS WIRECROSS S PLUS 2INCHES.EACH FABRIC SHEET IS NOT LESS THAN THE SPACING �)F TRUSS JOISTS SPECIAL INSPECTION IS IN COMPLIANCE. _ 2 Z 3. PROVIDE BENT CORNER WS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS a (4.) ALL WELDS SHALL BE VISUALLY INSPECTED. ® F-- 0 AND INTEF';ECTIONS OF FOOTINGS AND WALLS. REINFORCING BAR SPACINGS GIVEN ARE 1. DESIGN, FABRICATION, AND ERECTION IN ACCORDANCE WITH THE LATEST EDITION r MAXIMUM ON CENTERS. ALL BARS PER CRSI SPECIFICATIONS AND HANDBOOK. Dr, ALL 5. ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY USING ANOTHER APPROVED METHOD. V VERTICAL REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE OF C.p..8.0. REPORT NUMBERS NRB-148 AND NRB-20n. CONNECTIONS AND BEARING ( MA PLACING CONCRE' ,;0IST F E. CONCRETE COLUMN DOWEL EMBEDMENT SHALL BE A STANDARD ST FABRICATOR. BE SHOP CONNECTED TO JOISTS AND DESIGNED AND FURNISHED BY CO W CATOR. (6.) PERIODIC SPECIAL INSPECTION IS ONLY REQUIRED FOR WELDING OF ASTM A 706 REINFORCING S•IEEL NOT GREA"SER COMPRESSION DOWEL EMBEDMENT LENGTH ACCORDING TO THE LATEST EDITION OF ACI 318. THAN N0.5 USED FOR EMBEDMENTS, PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING PROCELURES ,AND WELDERS W �/ 2. CONTRACTOR SHALL SUBMIT DESIGN CALCULATIONS BY A CIVIL OR STRUCTURAL ARE VERIFIED PRIOR TO THE START OF WORK: PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS: AND A VISUAL 4. ^LEAK CONCRETE COVE,TAGES AS POLI-ONS: ENGINEER REGISTERED IN THE STATE OF OREGON FOR REVIEW PRIOR TO I"SPECTION OF ALL WELDS IS MADE PRIOR TO SHIPMENT OF SHOP WELDING, 3: 0 CAST AGAINST & PERMANENTLY EXPOSED TO EARTH -------------3" MANUFACTURE. f^ EXPOS,-D TO EARTH OR WEATHER______________ 3. ADDITIONAL TRUSS JOISTS WILL BE SUPPLIED AS REQUIRED TO SUPPORT V, 16 OR LARGFR " 5 OR SM;;LER ---------------------1 1/2M MECHA''I�AL EQUIPMENT. COLUMNS �:0 TIES) ------------------1 1/2 4. CONTRACTOR MAY SUBSTITUTE EQUIVALENT COMPOSITE WOOD-STEEL TRUSS 0 BEAMS (TO STIRRUPS) -----------------1 1/2" JOISTS HAVING A CURRENT I.C.B.O. REPORT. CONTRACTOR SHALL BE RESPONSIBLE ALL OTHERS PER LATEST EDITION OF ACI 318 FOR COORDINATION OF ALL DETAIL CHANGES. SHOP DRAWINGS SHALL INDICATE rIIN ALL DE'AIL CHANGES REQUIRED. ® coQ r^ V) DRAWN i3Y. CHECKEI) Hr n l ��E� PROFf,S Vy {p1Nj♦ `f/O PE 14 EXPIRES: 5 30 02 ISSUED DATE DESIGN REVIEW:3/14/00 DESREV COMM: 7/20/00 PERMIT SET: 7/31/00 �y k •,en w k#??� .;s:Wid,t�`I�A'ni4.,+.�Yft,.f�{"'�` � r.H DRAWIN,... hTL.F STRUCTURAL NOTES Y X0 . 1 ' a 67th Ave 11650 BUP200-00448,SIT200-00051 $ - 28 of 34 JOB NO 980 «'y Jiba .. ,k'.K4 .•3°".f{rl.l.'!Yejy}=5r',��rA' ., . .' �� I I I I I L I I I I l�l�j i j l; .,.�..:.r_-.._..___......_�._. ,,. __ . -�---•;_. a= Y elm Cnl I I I � { � IIS „I,•II !TILL II,IIIIII!II III III ( I illl 11 I �I . , ; I I I iIIIIIIIIII IIIui I I111n,�InIIILII�InIIIn InlllunNlnrlllllnllll VIII II I ulillll • 10 11 IA It! 14 . 1• 17 le l0 ,20 ZI 2? 23 24 76 28 27 28 2I9 30 " ELIA r , , ry l N",i � � a •gip. • !P I U O N W , H V) , J.- m Cl N0 mr Gorr OmNO L < N m NN 3L,jK1 FOUNDATION NOTES: Q U)0 J X • 1, SEE ARCHITECTURAL/ MECHANICAL DRAWINGS FOR DRAINS, SLOPES, u 4 AND OTHER FLOOR DEPRESSIONS NOT SHOWN. r 72'-0" 2. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, AND WALLS NOT SHOWN. 42'-8" 29'-4- 3. SEE SOILS REPORT FOR ALL FOUNDATION AND SLAB SUPPORT REQUIREMENTS. THIS IS TO INCLUDE ALL EXCAVATION, FILL AND e FILL PLACEMENT kEQUIREMENTS. 5 5� 4. VERIFY ALL WINDOW AND DOOR WIDTHS AND HEIGHTS WITH - - r - - - © I I � ARCHITECTURAL DRAWINGS. i I 1 5. CENTER ALL FOOTINGS BENEATH COLUMN OR WALLS. TYP UNO. I I I I 7 3 Vi o S3.1 4 4 S3.1 q • �o 4 LEGEND r- - - - - - - - - - - - - - - -- - - --- - - - - - - -- - - - -- -- - - - - - - -- - - - - - - ------ - -- - - - - - -- - - - - - -' - � - -" -" - - - - - - - - - - - -I F.O.S. F.O.S. FACE OF STUD I SW2 _ _ _ I. _, r - - - - - - --- - - -- -- --- - - -- - SW3 ( CJ CONTROL JOINT/CONSTRUCTION JOINT-- SEE DETAILS 1 & 2/S3.1 I- - - - - - - - - - - - -- -- - - - - - - --- - - - - - - - - - -- - - - - - - = CONCRETE ING SEE SCHEDULE TTH S SHEET - L_ - - -- - - - --� I SHEAR WALL--SEE SCHEDULE THIS SHEET I I L_ _ .J L_ _ J I I ! © I I I SWt I HOLDDOWN PEP, SHEAR WALL SCHEDULE y 4 I i 5 S3.1 3 t'-0" TYP i ED 3 `4 I Isw4 �- - — - - - -- -- -- - - - - - - - -- - - - - - - - - - -- s� 1 I LL - - - - - - - - - - - - - -- - -- /��..-- - - - - - - - - - -. 0 — - -- - - - - - - - - - - -- - --� I i t FA� e — Jswi I FOOTING SCHEDULE I f MARK WIDTH LENGTH DEPTH REINFORCING NOTE I I i �__ 5 -- -- - -- -- -- - - - -� ❑A 3'-0" CONT. ; -0" (3) #51 o © 2' -0" CONT. 1'-0" (2) #5WI— -- - - --- -- - --- - I SW1 I ,'let. I 'i © 3'-0" 3'-0" 1'-0" (3) #5 E.W. I Z� 2'-0` 2'-O- 1'-0" (2) #5 E.W. 7 I ( I i •- - -,�..;-- - - - - - --—-- - ❑E 4'-g" CONT. 1'-0" (5) #5 w I I I SW5 I C I 1. PLACE kEINF. IN BOTTOM OF FOOTING TYP. U.N.O. ❑I i 3 i 1 z 1 2 -1 � I ISW4 I iSW2 I = Z O ~ 0 I I 4 I I IC.J. I i r1 SHEAR WALL SCHEDULE c0 W a I I S3.1 I n I MARK STUDS SHEATHING HOW0011 BOTTOM t ATTACHMENT L� I > 0 I I I 1 I ( SW1 2x6 024" O.C. 1/2" PLYWOOD,SHFATHING SIMPSON 1102A V// 3/4" DIA. BOLTS WITH 10d AT 6 O.C. 4x6 WOOD POST 0 2'-0" O.C. r I I I r r i A,T PANEL EDGES, EACH END OF MALL V I I I I I I 10d 0 12" O.C. IN FIELD --SEE DETAIL BLOCK ALL EDGES 6/S3.1 � - - - - - - - - - - - - - - - - •- - - - - - - - - - - _ - - -� - - - - -- - - - - - -- _ _ � -- - -- -- - - — -- - -- - - _ �, I O L� I I SW2 2x6 024" O.C. 1/2" PLYWOOD SHEATHIt!� SIMPSON HD5A W/ 7/8- DIA. BOLTS SW5 WITH 1Od AT 4" O.C. 4x6 WOOD POST 0 2'-0" C.C. r SW5 - - -- -- - •- - - -- - - ---SW5- -- - - - -- -- - - - - - - - - - - J F.O.S. AT PANEL EDGES, EACH END OF WALL 0 10d 0 12" O.C. IN FIELD -SEE DETAIL r^ 3 D L _ J 6�_y -_ 0 BLOCK ALL EDGES r- -I F _ I I SW3 2x6 024" O.C. 1/2" PLYWOOD SHEATHING SIMPSON ' 02A W/ 7/8" DIA. BOLTS V , ©I I WITH 10d AT 3" O.C. 4x6 WriO POST 0 2'-0" O.C. AT PANEL EDGES, EACH END OF WALL L - J I - - - 10d 0 12" O.C. IN FIELD --SEE DETAIL 5 BLOCK ALL EDGES 6/S3.1 S3.t D - CHECKFDYDyr' �') _ _ SW4 2x6 024" O.C. 1/2" PLYWOOD SHEATHING SIMPSON HD10A W/ 7/8" DIA. BOLTS EACH FACE 6x6 WOOD POST 0 2'-0" O.C. A PRO WITH 100 AT 4" O.C. EACH END OF DETAIL WALL ��t p+ •SJ/� AT PANEL EDGES, 1 Od 0 12" O.C. IN FIELD 6/S3.1 BLOCK ALL EDGES / • SW5 2x6 016" O.C. 1/2" PLYWOOD SHEATF',ING SIMPSON HD2A W/ 3/4" DIA, BOLTS WITH 10d AT 4" O.C. 4x6 WOOD POST 0 2'-0" O.C. ` AT PANEL EDGES, EACH END OF WALL ¢ 10d 0 12 O.C. IN FIELD ---SEE DETAIL ENG�,�' BLOCK ALL EDGES 6/53.1 EXPIRES: 6730/0271 02 is��rFl, LATE DESIGN REVIEW.',/14/DO I � KEYNOTES DESREV COMM 7, 0/00 PERMIT SET: 7131100 PS¢ I � 4" CONC. SLAB W/ e4 O 2'-0" O.C. EA. WAY TRII T �}� 2 CONTROL/CONS �CTION JOIN SEE DET. 1/S3.1 ac 2/S3.1. PROVIDE CONTROL/ U CONSTRUCTION JOINTS 0 20' O.C. MAX. W/ SIDE RATIOS NTE 2:1 FI0111�,�ATK)N PLAN - 2x6 No.2 DFL 0 24" O.C. W/ 1/2" PLYWOOD W/10d's 0 4" O.C. 1/4- v-0- 3 PANEL EDGES AND 12" O.C. 0 INT. SUPPORTS, TYPICAL AT PERIMETER AND INTERIOR UNO, BLOCK ALL PANEL EDGES POST w Dt'nwrr)�' riTr F` w r-. 4 FOUNDIAT01 PVN a4 O 6x6 DF:_ No.2 WOOD POST 6 NOT USED ' Li STAIR COLUMN PER ARCH. • tj tj 87th Ave. 11880 BUP200-00448,SI'200-00051 29 of 34 J 7 N u .� Iw.'-Yam n.r�. 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KEYNOTES -=--- --=-==- --=--= -- --=--=- -- -_--_- -- -_----- -- �-------- - °_ -- — 3/4" TticG APA RATED (48/24) PLYWOOD SHEATHING - • 5 SW2 + 2 !J NAIL W/ 10d 0 6" O.0 .,I PANEL EDGES, 10d 0 12 O.C. II ! AT INTERMEDIATE SUPPORTS I l l l t l� I) 2 1 I 1 1 1 ' , I 1 I I I i I I 1 1 ► 1 - I 1 I I II I _ K t. C' 18" MAX 111 0 24' O.0 (DL=34PSF, LL=.YOPSF) ! 3 18 Mr., Til 0 24 O.C. 34PSF, LL=50PSF + 300LB PL) If G I t 1 2 �'-D 2 0" 12 O PRC'rtDE kDDITIONAL 4x14 J( ";T AS DRAG STRUT. USE SIMPSON i I I I I III 4 STE224 STRAP BETWEEN JOTS! AND ADJACENT SNEARWALL 7 I 6 I 17 it O 5 1/8"y9" GLB HEADER --SEE DETAIL 2/S4.1 I I I I I � SW3 5 1/8"x7 1/2" GLB HEADER TYP. (U.N.O.)--SEE DETAIL 2/54.1 lSW1 0 ,t O7 4x8 OF No.2 HEADER --SEE DETAIL 2/54.1 I I I I I I I 1 I 1 1 1 1 I I I DOUBLE TRUSS JOIST III . I I I I ( I I I I I I I I �11 1 If ; 9 COLUMN CAP --SEE DETAIL 9/S4.1 ' ' 1 1 I I II F o 10 ST1RS PER ARCH. ; )/-C7 1 , I I 1 1 11 I I I = - - - - - - - - - - - - __ - - - 11 TS 4x4x1/ 4" COLUMN 6x6 DFL Not COLUMN , I I 1 1 1 I 1 11 N O �� 2 ( I I SW4 PROVIDE 3x BLOCKING AT DRAG STRUT. USE SIMPSON C MST14 J 13 STRAP TRAP 34E ONTOIWEEN BTOPKOFGAND SHEAR AJLCENNATILSwF`A 16d)L EXTEND 6 I � ' , ( 8 1 I --NAIL PLYWOOD TO BLOCKING Wr 10d 0 4 O.C. I I 541 --SEE DETAIL 4/S4.2 53.1 SW 1 I I I I I ( I I i I I I I I I I , 14 CANOPY COLUMN PER FOUNDATION PLAN Z SW3 I 10 = Z 2x6 No.2 DFL 0 16" O.C. W/ 1/2" PLYWOOD V'/tOd's 0 4" O.C. ' 1 5 0 15 PANEL. EDGES AND 12" O.C. 0 INT. SUPPORTS. o ,SO I I I I I I I I I I I I 6 54.1 BLOCK ALL EDGES � v II IIlil � l � ll � ll 1 � o III li Illillllll SHEAR WALL SCHEDULE t� 12 ' llil I swil I I I IIwARlc srvo6 sHE�►Twrc HOLD t ATTACFMENT /�----- --- SW1 2x6 024" O.C. 1/2" PLYWOOD SHEATHING SIMPSON CS20 5/8" DIA. BOLTS o —=— - - - WITH 10d AT 6" O.C. EACH END OF WALL 0 2'-0" O.C. I I ISW4 SW4 SW4 F.O.S. AOdPANEL F 0 CS Ifs FIELD --SEE DETAIL 0 I I I BLOCK ALL EDGES �J �- I I I SW2 2x6 024" O.C. 1/2" PLYWOOD SHEATHING SIMPSON ;,'520 7/8" DIA. COLTS WITH 1 O AT 4" O.C. EACH ENU OF WALL 0 2'-0" 0.C• L_ - - ` - - - - - - - - - - - - - - - - - - - - - - - - ___�__J AT PANEL EDGES, --SEE DETAIL 10d 0 12" O.C. IN FIELD 2/54.2 BLOCK ALL EDGES DRAWN E?r' 10 CHECK'= P' SW3 2x6 024" O.C. 112 " PLYWOOD SHEATHING SIMPSON H01A W/ 7/3" DIA. BOLTS WITH 10d AT 3" O.C. 4x6 WOOD POST 0 2'-0" O.C. P�� 110dPANEL 12 E O.C. IN FIELD —EACH SEE DETA WALL \S��p 1 Nl �'sJ/� BLOCK ALL EDGES 3/S4.2 7{� � � - ♦ Vit, v "s SW4 2x6 016" O.C. 1/2" PL'f-WOOD SHEATHING SIMPSON CS20 5/8" DIA. BOLTS - n WITH 10d AT 4" O.C. EACH END OF WALL _ ,1 e�loP h 0 2'-0" O.C. 4T PANEL EDGES, --SEE DETAIL 4 10d O 12" O.C. IN FIELD 3/S4.2 S P+G��, BLOCK ALL EDGES EkPIRES: 630 02 . � •SSUED DATE DESIGN PEVIEW.3/14/00 7 r DESREV COMM: 7/20/00 M1 , I ' PERMIT SET: 7/31/00 r I� 0� i'�da 3i 1 PrP d`, L R Nw�fl t SECOW FLOOR FRAMM PLAN �� 4A �� ♦� � 1 4 1'-(�" o — i DRAOW41, TIT,-E '. }• SECM FLOOR r FP*%W Puw t•. t , 1 S2 . 1 67th Ave 11650 SUP200.00446.SIT200-00051 pp 30 o1 34 JOB NO 987- ( 7 . :wMA�wW�11111rMIM .... - ,♦ oil cm Iltt 111111 t! I Inlnil II1111i11 n I till 1/1111111 IIIIIrIII 1111 IIIrltllt+1111 nil rlli 1111111 lillH1 11/11111/ IIIIIUII 11511 r„inl 11111Ill II1t111N I mill IIIt11111 111111 lI111!11111111111111 111111111I111111111 II11111111111 Irl III HII Itll ili 111 D MI ami d ��o i l�>$ l� ila r' 1,e >I� ��e lltP t�o ll 21& � s�4 �e� 1 >:�� v�e Qw ao _ t 77 a' , r , *77 N �}� ,it,ti`I".� 'Y�l "� t°e 't�•tN •,�.yyi5,�s ! ,:1�i�'.r ;`p't�{"f«;�t '.C1r , . . .. I ilit�+ • r r, rl.• 1. '1 r , , i .._... ,��-'^S. .. r_.'•W ,1'a♦..r.... •..nom-..u_•.::..:•.....wr...... -...,.u,.w.:+.,..s��_ �..$� .,�:.r ,. .yFs .:fit i �I• � J, 1 e-r is • {iM , d1 S O O ' W 1 N J V ri J0 mN CO ROOF FRAMING NOTES: L QMUNN NN 7 � ZP)F) � L ° go� � � �X onF-LL 72'-0" 42'-8" 29'-4" 6 7 LEGEND ' S4,2 `-4.2 F.O.S. FACE OF STUD x 4x8A J— x - - - V1 N V1 0 ON 8X 054.2 - - - r- _ FOS i , 1 5/8 PLYWOOD W/ 10d IID 6" O.C. AT EXTERIOR SUPPORTS _ _ _ _ I I - _ _ —_ _ _ _ ° ° _ I — ° O AND 10d ® 12" O.C. AT INTERMEDIATE SUPPORTS 15 I - _ ! " 2x12 DF No2 ® 24 O.C. TYP. U.N.O. V�a +� 3 (2) 2x12 DF Not -LOCATE UNDER STUD WALL 1 N 1 x ISEE DETAIL 11/S4.1 `�+� /� O4 4x12 DF No 2 HEADER TYP. (U.N.O.) MAX SPAN 9'-6" I I ? 0 5 1/8"x9" GLB HEADER MAX SPAN 12'-6"--SEE DETAIL 2/S4.1(2) 2x12 I ( I I I ( I I O T.S. 4x4x1/4" STEEL COLUMN I 1 I I v 6x6 DFL Not WOOD COLUMN 1 ( 1 (2) x12 I I I I I x I (2) 2x t ( I O OL O SIMPSON HGLT5--SLOPED AND SKEWED AS REQ'D J N I I I I I (2) 2x 12 I , 1 ! ? I I I I I - - _ _ _ _ ° SIMPSON MSC'4 TYP. U.N.O.--SLOPED AND SKEWED AS REQ'D II I 10 SIMPSON HUS212-2TF TYP. U.N.O.--SLOPED AND SKEWED AS RE 'D -- -- - - - - - - - -}-GLB 0 REQ'D xl � � � � 151/8 xMI I I I I 7 _ _ _ _ _ _ ° 3 ,. ' I I S4,1 Iv S4. 10 I I I I I x I �- _ _ _ _ _ S4.1. I A I N ! I �,-- I 1 t I I g I fV 10 I I + ui (2) jx12 I I ( I (2) 2x12 I - - - - --- (2) I 1 2x12 � I I ' ! �— I •,�� 12 2 �- s4.1 �� + �+ IJ I 1 W + N II i , 1111 .3 I I I O — ° —ISO I 11 - 7 --I — ' — L --- -- — — — '----- I --'-- ' -- ' O r F.O.S. 0 S4r 1 V I r DRAWN B�': (OG CHECKED BY: PRO S ENG EXPIRES: 6 30 02 ISSUED DATE ' DESICN REVIEW:3/14/00 DESRLV (,C�AM- 7/20/00 r PERMI I SET: 7/3 i/00 v Tv r')MM 12111100 . tNam a ... i ,zip i�@'Sa✓� 8L b�,t. x P.�,. ROOF FRAMNG PLAN 1/4" - 1'-0" r DRAW1114G TITLE ROOF FRAMING PLAN • S2 . 2 .1t ........... ......... v. t. 67th Ave.11650 SUP200-00+46,81T200-00051 r�u 31 of 34 ion NO ' 80 P, .� '.. .`,,,. -.,. ,..... 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UNO m - SEE SHEAR WWALL SCHEDULE FOR SPECIAL BOLT SPACING / <r 0 O'0 WALL SHEATHING--SEE FOUNDATION PLAN' ` m Ll ry N (2) 14'S X CONT (t) EACH SIDE OF A.B. FOR SPECIAL NAILING noi � W , 00 1 8" WIDE SAW CUT OR TOOLED TOOLED EDGE--1/8' RADIUS 36 ' w ,o JOINT--SEE CHART FOR DEPTH — --2x WOOD PLATE WITH 3 4` DIA. v,- • /4 0 48" O.C. x 181 I ANCHOR BOLTS W/6' MIN. EMBED ATL w X . x �- CONCRETE SLAB--SEE PLAN 4'-0' O.C. uN0 n L, FOR REINFORCING CONCRETE SLAB 18" ",,—CONCRETE SLAB--RUN REINF. CONT. THRU FOOTING a 3" TYP. � a � I W , U ,� U • I {If EIN• ISIJ �) 12" CONC. STEM WALL W/ #4 0 12. O.C. N SLAB THICK NESS JOINT DEPTH R • • � %o— :�' •� — E.W.--CENTER VERTICAL REINF. IN WALL. - r • (2) #4 HORIZ. CONT. TOP & BOTTOM c9p 0 �'_— 0 c��b' I1I I I IPL9—I I �0 0 4" 1" / HOOK VERTICAL REINF AND ALTERNATE =III—III-III—III= E I I�I I I 4 1/2' 1 1/4' • . 112* DIA. SMOOTH BAR x 1'-6 O 5 1 1 4 2 0' O.C.--GREASE AND WRAP 04 w CONTINUOUS CONCRETE FOOTING 1 1/2- OR PLASTIC COVER ONE END. v� x DTH C '--CONCRETE FOOTING--CAST INTEGRALLY WITH SLAB ' 1 ' CONTROL JOINT - REMORICAD SLAB 2 CONSTRUCTION JOINT 3 EXTERIOR WOOD STUD WALL a CONCRETE FOOTING AT INT. BEARING/SHEAR WALL S�. 3/4- = 1'-0" 03300-02A S:3. 3/4• = 1'-0" 03300-03A S3. 3/4' 3/4' = 1'-0" s Y DOUBLE STUDS AT END OF PANEL WOOD STUD WALL WOOD POST WITH SIMPSON CBS66 BASE UNLESS NOTED OTHERWISE ON FOUNDATION PLAN SIMPSON 'HD" HOEDOWN--SEE BRICK VENEER 0 STEEL STRNM - FOUNDATION PLAN WALL SHEATHING--SEE FOUNDATION PLAN SEE ARCHITECTURAL CONC. IwA STUL PAN TitM FOR SPECLAL NAILING ' 2x CONTINOUS P.T. WOOD R I WOOD POST WITH SIMPSON ABU46 BASE W • PROVIDE ADDITIONAL STUDS AT JAMBS • 18• 6" CONCRETE SLAB--RUN REINF. CONT. ; TO COVER HEADS OF HOEDOWN BOLTS , r 4- �' �—THRU FOOTING , 36 a #4 x 241 0 EA SIDE (4) TOTAL #4 0 48' O.C. x 181 a �' ' + I ." SIDEWALK---SEE ARCHITEC'URA- CONCRETE STEM WALL AND FOO�NCONCRETE SLAB G „ I � x a C J/ �o •0• o •0 , a _ o _ i NOTE: ANCHOR BOLT FOR SIMPSON ♦ � :111 HOLDOWN I(--' —�I I- „ i I HOLDOWN NOT TO CONSIDERED AS • �t {_T(P— _11='T I _ ' AN ANCHOR BOLT FOR SILL PLATE. FlNISH GR u " 1 ANCHOR BOLT SHALL HAVE A HOOK ii .� . 12"x24" CONC. PLINTH +� „ WITH A MINIMUM RETURN OF SEVEN 12 CONC. STEM WALL W/ #4 0 12 O.C . F.0 NG �� '� TIMES THE ANCHOR BOLT DIAMETER. _ — E.W.--CENTER VERTICAL. REINF. IN WALL, p4 TIES 0 6' O.0 � O v WIDTH CJ) {- — — (2) #4 HORIZ. CONT. TOP & BOTTOM _i SCH ULE z I III—! 1 (4) #4 VERT.--(1) EACH CORNER CONCRETE FOOTING--CAST sa `1 INTEGRALLY NTH SLAB I ANCHOR STUD I ,i CONTINUOUS CONCRETE FOOTING iv � —CONCRETE FOOTING--SEE FOUNDAT1O!v PIAN W HOLDOWN BOLT DIAEMBEDMENT BOLT DIA. (`' �f � wHUZA 5/8" 8 5/9'r--- � O HD5A 3/4' 8 3 4 ;�, �., V HD10A 7/8- 10 7Z8 L ----'--- L — v V) 8 COTE FOOTING AT EXTERIOR STAIR SIMPSON "ice' HOLDOWN DETAIL 7 WOOD POST CONNECTION--TYP. 8 PIER DETAILD ly 53. 3/4` = 1'-0' 53" 3/4• = 1'-0' 06123-03 3/4• = 1'-0" 3/4- = 1'-O" V) Q 0 -(2) /4'S X CONT (1) EACH SIDE OF A.B. DRAWN BY: CNECG!ED BY ?{ Pt?OFFS' �5♦�a I r e♦FINISIJ *S� �i 12" CONC. STEM WALL W/ /4 O 12" O.C. CAL R E.W.--CENTER VERTIEINF. IN WALL., (2) /4 HORIZ. CONT. TOP & BOTTOM 36 S p 14 O 48' O.C. x 18� EXPIRES/673-0-70-2-1 CONCRETE SLAB ISSUED DATE DESIGN REVIEW 3/14/OU DESREV COMM. 7/20/00 DERMIT SET. 7/31/00 CONT. KEY � 8 iil 111 1i HOOK VER11CAL REINF AND ALTERNATE i' ➢� + YM�t. F k y•Vis';^ CONTINUOUS CONCRETE F�ATING a y q til i, qS h� �RAW.NG -ITL C t s k_t rc�.�, h� • • • • FOUWDATION DETNISI b � tk, Y" " k f 3 WOOD STUD WALL 1 3/4• _ V-0- 67th Ave 11650 BUP20040146.SIT200.000S1 32 of 34 joR No ^ IN L E .1TY�1II! 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(3) 2x STUDS AT OPENINGS I TRUSS JOIST BLOCKING BY TRUSS m .NN O I I " i JOIST MANUFACTURER 8'-0" TO 12'-0" TYP. � Z o SIMPSON H3 EACH SIDE (2 TOTAL) 1/4� i I I � PLYWOOD SHEATHING l 01- PLYWOOD SHEATHING 1/4 N , _jx —TRIPLE 2x TOP R i I GLULAM BEAM--SLOPE SEAT AS REQ'D v a L OR SHIM TO ASSURE FULL AND FIRM f BEARING 0 BEAM SEAT 16d NAILS 0 12" O.C. STAGGERED--TYP. I 1 112* R 1/4"x1'-2"x8" EACH SIDE OF i BEAM W/ (4) 3/4' DIA. M.B. I TS UNDER HEADER-- ' - 2) 2x STUD AT OPENING 1 1/ F♦ „ ♦ STEEL COLUMN (3) 2x6 TOP R W/ 16d 0 6" O.C. ` I LESS THAN 8'-0 3' II (3) 2x STUDS AT OPENINGS " ♦ ii 8'-0" TO 12'-0", 3 -- _�- TRUSS JOIST--WEB STIFFENERS -_ ---- i BY MANUFACTURER 1 MIN 4'-U • BETWEEN SPLICE MIN 4'-o" BETWEEN SPLICE 2x6 WOOD STUDS 0 24" O.C.-- i i I CENTER STUD UNDER JOISTS 0 1 TOP PLATE. SPLICE 2 TYPICAL !-FADER s INTERIOR COLUMN CAP 4 TRUSS JOIST @ WOOD STUD WALL • �. 1" - 1'-0" 06123-01r. 1" 1'-o" 06122-01 1" ' 1'-0" 06100-01B 1" = 1'-0" 06121-04 P- 300LB I Od 0 4" O.C. 1/4 R 5/8"x5 1/4"x 1'-2""0 5 1/8" GLB + (3) 2x6 TOP R 7/8"x5 1/4"x 1'-2" 0 5 1/8" GLB (R 5/8'x6 7/8 x1'-2 0 6 3/4" GLB) R O PLYWOOD SHEATHING PLYWOOD SHEATHING 11 11 II I. TYP I 1/4 -- - ' 2x BLOCKING 1 II II I I TRUSS JOIST--HANGER AND WEB --- L?�. STIFFENERS BY MANUFACTURER :Z z: I 2x6 WOOD STUDS--SEE FOUNDATION TMP 1/4 � � STEEL COLUMN ii PLAN FOR SPACING i 1�4V� PLYWOOD SHEATHING ii WALL SHEATHING--SEE FOUNDATION do `r GLULAM BEAM--SLOPE SEAT AS REQ'D .4 OR SHIM TO ASSURE FULL AND FIRM FRAMING PIAN FOR SPECIAL NAILING I JL BEARING 0 BEAM SEAT w1 1/2" R 1/4"xl'-2"x8" EACH SIDE OF i i PLYWOOD SHEATHING BEAM W/ (4) 3/4" DIA M.B. TRUSS JOIST BLOCKING BY TRUSS ++ GLULAM BEpM z JOIST MANUFACTURER 1 1/ ♦ ♦ z) 7L COLUMN (3) 2x6 TOP R W,/ 16d 0 6" O.C. 3" ----------- TRUSS JOIST--WEB STIFFENERS BY MANUFACTURER 1 1/ - ♦ ♦ W NN 2x6 WOOD STUDS 0 24" O.C.-- Lj 4L � I CENTER STUD UNDER JOISTS 1 �2' O R 1/4'•x''-2"x8" EACH SIDE OF () 0 PLYWOOD SHEATHING BEAM W/ (4) 3/4" DIA. M.B. cl 1 6 CANTILEVER TRUSS JOIST @ STUD WALL s TRUSS JOIST @ WALL 7 CANTILEVER BEAM TO COLUMN CONNECTION 8 TRUSS JOIST @ WOOD STUD WALL O $4. 1" ' 1'-0' 06121-05 1" 1'-o" 06121-06 .er 1" = 1'-0" 06122-03 1" = 1'-0" O WOOD BEAM /—PLYWOOD SHEATHING SIMPSON ECC COLUMN CAP / DRAWN 6r:CAC PLYWOOD SHEATHING CHECKED B'r 3x NAILER W/ SHAPED TOP-- 10d a 3" O.C. 10d 0 3" O.C. ��0 FROFFS' + WOOD POST--SEE FOUNDATION PLAN 16d 0 12" O.C. TO WOOD BEAM w♦�1 tNt�`f�0 ♦ PLYWOOD SHEATHING ROOF JOISTS �--� i ------------------- WOOD JOIST W/ SIMPSON U210 HUNGER 2x JOIST--ATTACH TO TOP PLATE 2x6 R--ATTACH TO TOP R W/ ' ---- W/ 16d NAILS & SLOPED BOTTOM (& SKEWED W/ SIMPSON H3 At EACH JOIST 16d 0 6"O.C. S WHERE OCCURS) --USE SIMPSON U210-2 HANGER O BEARING �\ 'r' EXPIRE , DOUBLE JOISTS 2x BLOCKING W SBAPED PED TOP 30 O2 --AT'AGH TO TOP W_ W1 (3) 16d ISSUED DATE1 WOOD BEAM--SLOPE SEAT AS REQ'0 TIS OR SHIM TO ASSURE FULL AND FIRM SIMPSON H3 AT EA JO2xI2 BLOCKING --ATTACH DESIGN REVIEW:3/14/00 BEARING * BEAM SEAT TO TOP R W/ (2) SIMPSON A35 DESREV COMM 7/20/00 SIMPSON CC COLUMN CAP PERMIT SET: 7131100 (2) 2x4 TOP PLATE W/ 16d 0 I"-O.C. --SIMPSON H3 WIND CLIP AT EA ;�ISi 2x4 WOOD STUD 0 24" O.C. ♦ ♦ WOOD POST--SEE FOUNDATION PUN \ \—WALL SHEATHING ♦ ♦ / IY ---- WOOD 1/2' PLYWOOD SHEATHING t' SIMPSON H3 AT EA STUD ��___ � 2x6 WOOD STUDS DRAWING Tr RAMING DETAILS 2x4 PLATE W/ 16d O 6" O.C.0 C FLAT SIMPSON A35 0 24" O.C. 7 WOOD JOIST--SEE FRAMING PLAN PLYWOGII SHEATHING S4 * 1 r� a COLMN CAP V 2x FRAMN IG @ WOOD BEAM r STUD WALL @ 2x FRAMING � 12 WOOD JOIST @ WOOD STUD WALL LL �7"f. 1" 1'-D 9UP20671hAve. 11650-00051 • in is—ON 1" s 1'-0' 87th Ave. 11650 �. _ g 33of SI JOB NO! 98()7`_, R `' CI d IT, Inllli I III II ! 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A ONG TO KING • �I LENGTH OF BLOCKING TRUSS JOIST BLOCKING BY TRI ISS JOIST MANUF417TI RER --- ---- \�--PLYWOOD SHEATHING —(3) 2x TOP k_ W/ 16d 0 6" O.C. ' - a BLOCKING--SEE FRAMING PLAN �— TRUSS JOIST--WEB STIFFENERS W i FOR SIZE do LOCATION BY MANUFACTURED =-_ � I i ANCHOR S1 L;0 POST �- TRUSS JOIST--WEB I ' HOLDOWN BOLT DIA. BOLT MA. 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