Loading...
12230 SW MAIN STREET-3 • ANGLE--SEE BELOW' ° / �f g 10 / _ I ,( r. 11 �--EXISTING 2X WOOD $FUD If!J'' A��J FLUE6SPAC" I /EXISTING RACK BEAM h RACK DECK ( F �� / Lj TEK SCREW- SFE BELOW - C. ---- 177 m EXISTING RACK BEAM `(\ TEK SCREW--SEE N n�� ----- --- -- - -- - _ ?./I1,2---------� , D01N0 1000 NN A-A � � ,R r ooh 4' ' ' EXISTING RACK BRACE 1 — N a p p n (, EXISTING RACK COLUMN TRANSVERSE FLUE WOOD DECKING - 1 _:� 1 1 I W Q { va � � � d— - --- T--,r--- / j -- - Mei - - ---- �� '• I I RACK BRACE I i•C� 4 I 2 \ 2 ' 2 2 I '/✓// / J ` BEYOND EXISTING RACK ' J�+--, A BEAM ' i` I I A I til' -- ------ __ •--► -r--_----- ------------ ----- ------------------------ 04 - ----- ----- N i ------ -- -------------------- � . I I I I I � R I 4 I I 2 2 I 2 6" -L 1112' X 1112" ANGLE ATTACHED VERTICALLY 3 WITH N12 TEK SCREWS AT EACH HORIZONTAL SUPPORT b/Tb� �l�iix 2 TRANSVERSE FLUE SPACE -- PLAN SECTION 3 TRANSVERSE FLUE SPACE -- ELEVATION 08 i I I K c I ao BULK SALES 12'•-0" 10'- 10'--0" 8'-7" 1G -0" 10'-0" _4 I i r t �1 � I � •e (V E." jriP. W ZIL v TYP ALL /�^ I LOCATIONS! EXISTING v , f � ( SHOIN I ELECTRICAL AND I I FIRE RISER , W Li. 24'-0" — 23'_0" TYP U.N.O. _22'-0" -�-- � IIj0 000 ��OVIr?7LOOR RACK LAYOUT M `tCITY Off' TIGaRD (v GENERAL NOTES LEGEND KEYNOTES F r only the W & �''_ �- ► . e L.Atto,to. Follow._...... . AZUL Ti HOW RACK UNDER 25' - 6" TRANSVERSE FLUE REQUIRED BETWEEN EACH SET OF �� ROOM NUMBER (t 12'-0" WIDE EXISTING RACK TO BE SUPPLIED BY OWNER AND MODIFIED PER NORTHWEST HANDLING ° RACKS, NO LONGITUDINAL FLUE SPACE REQUIRED PER IFC TATTLE 2308.3 oil �� SYSTEMS STRUCTURAL DRAWINGS Job ►• -�'•�•..-,.E ,)QAAItA B. SMR/,IM8 -� 101-A DOOR NUMBER � ' �u� _'�!�LD�'4?are . - - • EX15iINt: SPRINKLER DESIGN FOR HIGH PILE, GROUP A PLASTICS WITH .6/2007 SQUARE ( 2 ) 10'-0• WIDE EXISTING RACK TO BE SUPPLIED BY OWNER AND MODIFIED PER NORTHWEST HANDLING EL) By JMB F OOT EXISTING EXTERIOR WALL ��--�// SYSTEMS STRUCTURAL DRAWINGS COR A',)DITIONAL INFORMATION SEE DRAWINGS PREPARED BY NORTHWEST HANDLING SYSTEMS. FLUE SPACE C33� 6' TRANSVERSE FLUE SPACE -- SEE DETAIL 2/TI 2 � � ��„ J I � � i #1'ii2 DAVM �� 6" TRANSVERSE FLOE SPACE ADJACENT TO WALL NO MODIFICATIONS REQUIRED WHERE 6" SEPARATION EXIST - oia*uc rt> Ircwu� +ruRiaR:ars \ BETWEEN THE WALL AND THE RACK, WHERE 6" DOESN'T EXIST SEE KEYNOTE 3 - - - {") • • iI /gyp A V11 I • ISSUFD DATE I) 1 -- -�- ---T DESIGN 1 !-.30-04 1--__.. _ .___� _ _____ -. -- - ---+ __.__._ .� _� _ _•_ _ . _ _ I DEV. REVIEW 12-06-04 1 w SHFLL ESP: 12-29-04 i I I I II �i TA PERMIT:01-18-200` • I I I I ' 1' FND. REV . C2-04-200' r �. ' REV. ENTRY: 04-01 --()' ? II PHASE. 2 SCHEMATIC DESIGN: 04-08-05 -� PH2 CD: 05-05--o�, DRAW,!. , . , P RACK LAYOUT PLAN RACK PF_RMII AREA OF WORK / I CITY COMMENTS t Main St 12230 06-22-05 NORTH B�fP�()n5-00238 T12 � { a KEY PLAN _ sX d T R a4, T t NOT TO SCALE O�iC�+ 4��/ � r ,1 lJ J ,_ ;.. , .'�A�T„+'afsJM. Rer .FTJIA+.�*+.++wr,...•..w.,, w,N..'..w+w+w.. ,«. ,.�o,..,.:,rw mm .., r...,, ';, ..,...,a•K,,:.,„ ,,.. _:, ...,�...,..nv ., ... .. ,». aar.vnw:r,�+.0•F •�a;r;viA�p,W.r - -.. .. .. .. -:r e•W,��f , •�-++r�, ,,,r.„...,.ir •-+r�.,�n .,.,++n..+r ..,,•.,�... .. ... .,, n.,.:. ��+i+n.m.icwM`^a.,w,na v .i:?,j;�nvu ,......- 4lI�I1111R�Y ., . 3 N n iMMa.'.sM1Ya.,.,:,,.-::.,w.p{�Y:4>MW"•AtliW.ad?6:,r'♦s i "�,; , � v....r. , � .l.i. I i I I .. r tnR'ri16MWI�C� - l I s I I , i „c *ARD�.✓*� .,".:eYf�u,��9„no's,Ca,c:kaF�:;, .... I. � ,1 ;ri.t _r I,I �. ,i. .. it Ir }! 1,1,. tl 1 •r I I t P �. �. � ,. rl II . II , ,lil} 13 1,1 I, ! i i I ,� OB No Cm. 1 I , � I � I I I ,. I.h I.I1 ?},i ,, r ,I11 .111 IIH .,I 4f1( tI Inllilll f?tt 11I1 illy 11111 ?III . LEGIIII&ITY STRIP i7 s a V I I I �- I I I I I I ( f I I t I. 11 11 ?ISI lullllil IIII�I,u ulllllll w1illlll 11.?ilnl�l?{IIIuI III+Ills tO 1 F 81.1 } ldD l i`� 1�1i s��o all a _ Om ua 9 03 2�4 96 2�8 2�7 28 2I9 :3IU H 1 i SJ 1 :P N I RR O?! 1 �' j R 1 ? :.{ ±, r• i. ;,I,I ,I {'O�: w ( � t. Y v ...... ., .I ..,,, : : ..,, .: ,. -'a P .r,.. . +.: ,r, 1. v ,.. l-rY, .,- .>. -,'s;l.5rt ,f -.t; v ✓: �, d. i ,., .S I, n.. w 3 r. t y ii,1-00"m 11111 miiim Im ' r.,'sl .., , r., - A ...i n,;i,; .-.: -41. .l ':t �3'., 1 � U• �:..i 1 , ',t,- 1 i ,- : R ,i SviLLI NUMdr_n L .9, 8 4 f' ----BOTTOM — ---BCTTOM of- OF PRINKLER SPRINKLER a ao cf) �. 00 a � .3: Z u --12' 4' 4' 4' O O O I O O COO j i o t o o f ( o O o O a cx • O O o o o O a� L� O O t v au _ ao a 1 � 1 SIDE VIEW' FRONT VIEW FRONT VIEW 7 10 WIDE RACK 12 WIDE RACK o w Q rT� M�+1j I Nv I Z i ytj ix Vcr V)Ljj6 w z w m DRAWING NUMBER CRR A.RPF TS 061405 Matn st BIT2005-00238 2 of 4 «. ...a. .., ,, , .. _.... ,.. w., w ., .... .•., . �rr e. i. , F. !r d$L War dR adhut4 .vxl -.- .' ..� •, {: r.ss a r :r sat:.. C.4 , :,.., r a ,• ,� ,. .^.,, � a. � ,.. "Wit" ...�bt� _"uss_*"�:.:�:� a,-0,f. �a. 1.1.sf,•....1,{ a.;t.R•Is Tae. f{ s • sup ar r .,: ',titinM.l.f•,.�,,,:- �, r „tt,,. ,_.rl ,,. I ,ifl�!i•.►,URot,rl ,i, :.r�4tlar,l,, �!� ..tt;ti•II,!f.,,f •,a ., rr :rtll rr�s:,ti�l,r,,,�:+ r ,I dr LtA LiXTY�1'! C tllttt,tt,ttlwilm!14tll I t:lllOPI Vit it it IIt�Igt,It� tOw�+a cw 2 3 4 t0 ! ► 12 t3 Ia t8 t'7 I� 19 2'J 21 22 23 2a %G0 `� 28 2S 30 d h a �Z�rF: t 1 Q , 1: s. 4 I Ir ;• ot 9�g{{ 1f fi 31F� ,iE 1 i L _ � a�"�iklsh,' 9�"f � �r.,, ....,,..t 1.,... ., F.�,. fl!�,.,., t� »r � d ,�•i � ,:lA ,�.W, 1 7 r.-•�w.r.. a�,�RJ.,+.•., ��,&,eT Y. —,n.+tMf^ .gr,.rr.... r�.. s� w r r _ a ,kyr kqr• 's ass. a V, r-Y,s:w. h r 14E��r } ., ...''�.` 4-A'114,N ':J 4, x • yM'll�II t� i:* ! p r. NIWANA" Vigo R , tlCi' d+ 4' t"II++C�,tlM r4r .::e, "or.. •„-ry„ifi }vss y+,a4•+ +.v�,S.^n+v 11&A':ir1 k,r 9,¢-rc':,s. �Nyl • N 1 7 t _ - 4 1 6G TYPE ----Yt�1" �` • i�K Go E t f CNV �) 6 2'16- IA ' �. -- 1 6GA o�I d A-Aso Q�nTY� I CM rtb POW t/8 t _ p09 \ M i • . TYP, It �� 7 3/4" FY-36 KSI. (ASTM A-36) :ZZ.i _ t I I I (2)-11--o ANCHOR BOLTS PER BASE PLATE SLC, B- 6 . 3 1/2" EMB., (SEE NOTE NO. 4) ~' BRACING DETAIL 1 BEAD CONNECTION 2 BASE PLATE DETAIL.:41 -T_ 3 ROW SPA� � R — 4 s + r J J I � i .� I 0i GENERAL CONFIGURATION �: --DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE 2003 EDITION 2-STEEL FOR ALL SHAPES FY=50 KSI. ASTM A570-85 GR.50 (EXCEPT AS NOTED) 3-ALL WELDED CONSTRUCTION IN A SHOP OF AN APPROVED FABRICATOR (E70XX ELECTRODES) 4-ALL ANCHORS HILTI KWIK BOLT 3 ESR 1385 OR EQUAL_ (NO SPECIAL INSPECTION REQUIRED) 5-CONCRETE SLAB 6" THICK 2000 PSI. SOIL BEARING CAPACITY 1 000 PSF 120" 48" 48" 48" 144" 48 48" 48" 6-STORAGE !SACK CAPACITY 3000 #/ LEVEL OVER 4 BEAMS 8" 7-A_L RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOC'. A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF 3000 # / LEVEL 8-STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE - --- ------- - �. / \4. VERTICAL OF 1/2" IN 10'-0" OF HEIGHT 9-THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCITES BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR N . I qt OATS FF : ' It 4 I WEST BROADWAY SUrM +��0� GLENDALF, Cil 91204 ML t - '� .` ��. ._ _. ---t _ �.._ —•. __� _ y — _ ...A, --� �__.__�,. 0D, � _ 4 / Ig�45PE� SCALE: NGNf._ PRAWN BY: -- — — '- -- Main St 122.40 �-- BUP20050112 39 DAZE: 5-9-05 -- 3 of 4 OREGON Rater CROWN CCMMER IAL SALES �f 141 �► 12230 SE MAIN, TICGAFtD, CQ 9-7223 TYPE SIDE VIEW TYPE " B" SIDE VIEW � � -'TORAC`,E DETAILS 1108 ti0 SHE rd�. FYI' t2-3t 06 hpC_.N. TAI RD-9791 1 OF t yy : »- •vn+eMMP . ,. a '.' ARM•'a..::. .... y•P . - _, -. ,•...y..T . ew,v :" ,,.•m..w.«w..:..,.. - ....,.�,,..,. .aP+r...,.. .., ..,._.,,,,q,,,,y«argn,.+.,., �..e'�dpae'•nw+w",. vr:. ,. - 1 -. .. .... .. Ili""'.� ,.: ,, ...:,,,.,., ,•;:; .'"",„.,,....,,R..pµw,a,.::..,,.zr"'T*;,.i,�ros,"'.�+MN'+'". .,.�..... �- ' -, �I m i C I t ,.'.. � . ,► ,. ! , .i to A IfiP,o,i..l!,11 III 4' r 1 2 4 ►GIM .140 � 6 8 � 6 6 IC i 12 +3 14 i!l I7 10 Ifl 20 2i` d Of iyl OLS Q 3 k •pp, i I - a 9 D i.. `� ." µ.y.. M'3x,-:(.4�ti414F r--u..,..:;� ,• .:..,:..: ., :v. AH..•.e.,.,;, n,,,. ,s.: , ... .x: ., .,.,,. ,. ,,. ..,. - 4 '.i rr . i i i rr r i rr rr rr i i r rr i i i a Irfi i r r l rr i i i rr i r i i i i i • • .ri i i w i i i irY i i i i i .� __._ _ _.._.—_ _ LEGES KEYNOTES 252'__0„ I ROOM NUMBER - _-- 63'-0" � ----.---____ — _ 199'-0" I � WALL EXISTING CMU WATO REMwN -- ---------- - 1b1 1 EXISTING TO REMAJN I _ 1 REMODEL AREA - _i_ ti_ __ _ a I (10 DOOR NUMBER--SEE a71 (� EXISTING CMU EXTERIOR WALL TO BE REMOVED „ r I ODS DOWNSPOUT � I � O EXISTING INTERIOR WALL TO BE REMOVED u I+ I� ODS (E) EXISTING DOWNSPOUT ORD ROOF DRAIN EXISTING STOREFRONT SYSTEM TO BE REMOVED I OOFD OVER FLOW DRAIN DRIVE IN OVERHEAD DOOR 0 NEW 12 CMU WALL --SS-- SANITARY SEWER LINE--MiN. 2% SLOPE O NEW STRUCTURAL CII PILASTER . (1% WHERE 2% IS INFEASEABLE) SS IE. NEW ALUMINUM STOREFRONT SYSTEM SANITARY SEWER INVERT ELEVATION `_ CO CI_EAN OUT� I 1 I EXISTING FIRE RISER TO BE RELOCATED If JLF LGHT FIXTURE � �-l� NEW 8 CMU WALL 1 I 'I' --------- ------�- ---------- r u 1�_____.__t_____.._____________________.__ I E.ECTRICAL OUTLET LOCATED ON INTERIOR ABOVE STOREFRONT SYSTEM 10 ) EXISTING DOCK INFILL PER STRUCTURAL HH i— NOSE i®it w EXISTING SLAB TO BE REMOVED AND REPLACED LEVEL WITrNO WOlnls AREA - - _ WINDOW SHEDULE--SEE SHEET tt/A7 N ADJACENT INTERIOR SLAB I I I=' u I 11 11 Li Li 1 14 EXISTING CANOPY ABOVE TO BE REMOVED a '+l.� ;; ' ii ' ;; ' I C.J. CONTROL JOINT 13 EXISTING STEEL COLUMN TO BE REMOVED F.O.M�— FACE OF MASONRY I I�1 I I ILL .•,r_w I II ,, " i1 ;t NEW WALL 14 NEW STEEL COLUMN--SEE STRUCTURAL 1 I 11 I ^ �.rsr sr �r MMrrrrr 1 I I 1 -� 111 , {i`"" I _-- EXISTING WALL TO REMAIN 1 EXISTING STEEL COLUMN TO REMAIN I "A ' I _ - REMOVE: EXISTING WALL i t1 r 1 ='-__ �c=-=-=� __- C - --- --_- ------ <' I - -- - - - l 16 EXISTING 6,"1 RAMP TO BE REMOVED r - 1 ` 1 17 8" CONCRETE FILLED STEEL BOLLARD--SEE 9/A51 �- EXISTING 10' WIDE X 12' HIGH INSULATED SECTIONAL OVERHEAD %,I ' 1 ' i ' ( I 1 X18 DOOR 10 BE RELOCATED 011 19 NEW 10' WIDE X 12' HIGH INSULATED SECTIONAL OVERHEAD r DOOR -------------------- -------------------c=== --- ----------______...---- ---------- ---- -- C 1 20 3'--0" X 7'--0" HOLLOW METAL DOOR AND FRAME _ _ 1 JS(E ___ --------------------------__-------------_---___-�' � 21 2 X 6 STUD WALL TO TOP OF PARAPET -� "'� � � � �� �'�i '� '� "r�'� � " � i� rr`r '� � " ii " �i " �� 3 1/2 X 15 GAUGE FURRING WALL W/ R-13 BINSULATION AREA OF WORK "�� NOM A(T TO 10'-0" AFF. PROVIDE R-t 3 VINYL FACE STICK-PIN FLOOR PLANINSULATION ABOVE 10'-D". 41/16" -= 1'-0" 23 ROOF HATCH PER DETAIL 11/A5.1 h '12/A5.1. NOTIFY A/C OF ANY LOCATION ADJUSTMENTS PRIOR TO CONSTRUCTION OF ROOF F RAMING. 3 4 5 6 724 8 9 Ip NEW CANOPY ABOVE (11 169'- 02� EXISTING SINK AND COUNTER TO BE REMOVED _._ 24'-0' 24' -0" 24'-0" 24' -0" 24'-0" » _ .__ _ _ _ 740 _ 24'-0" — --- 21'-0" ___-- 26 INTERIOR BIKE RACK (QUANTITY 3) 27 1-HOUR WOOD STUD WALL W/R13 BATT INSULAT,;1N- )NE 1 1 LAYER 5/8" TYPE 'X' GYP. BD. EA FACE TO 10'-0' I I I L - ----J DS 1 1 0 apz. I y/ II , I I II I 9 ,� D) , I, - - ARCHITECTURAL FLOOR PLAN GENERAL NOTES W FIRE EXTINGUISHERS SHALL BE LOCATED AS c ; " ��_411 REQUIRED BY SECTION 1002, JFC. COORDINATE F" I I I I I I r-�-- --4-- LL, LOCATION WITH FIRE MARSHALL. g""" /n FI_ N, FLOOR 1 , F'IN.L �/ I 0'-0" ASSUMED ' lDN 0 -6 ' ' \ ' ` - CLASS USED IN DOORS OR GLAZING LOCATED � 1 _____�_-., I __ _ ,�_--------- _-- ,_ -_ WITHIN A 24" ARC OF THE NEAREST VERTICAL. �`-- " -L " � F-" r EDGE OF A DOOR OR IN AREAS SUBJECT TO <rt " HUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS — O _ I I f-__ _�..1 ___-_ ___ �17 a SHALL BE TCMPEPED OR OF AN APPROVED Q —————— �,�, F=`== '== i i I - a SAFETY GLAZING MATERIAL PER SECTION 2406, C UBC. 'IL L-' I 1o2a W N a LIGHT AND VENTILATION NOT INDICATED ON THESE I I ,_y ; I I 10 I v �` PLANS SHALL BE PROVIDED AS PER SECTION ICE /^' \ �• , 1 I I I ��� , 1203 OF THE UEC. ' J ) 1 I I " 1 J ALL INSULATION INDICATED ON PIANS SHALL I, 11 I I I I I 1 _ -_ — COMPLY WITH OR EX E THE 11FO IN ii i L-----------_- ---------------------------------- ------- SECTION 07, UBCOR SMOKE DENSITY AND II ------- FLAME SPREAD- � r 3: ROOFING MATERIAL INDICATED ON PLANS SHALL 0 r,11 LL MEET OR EXCEED THE REQUIREMENTS OF SECTION C4) I^/' 1507, UBC, 1• V _ _.f_ _ _ _ —___ _ _ b _ _ _ _ _ �� - _ _—_--11- _ _ _ „ _ _ .- -_-.__-Lq ---_.__-- - I_I _ -- _ -- _ — -- _ _ _ _____ _ _ .____ _ _ __- _ _ - _ -- •� B PROVIDE SIGN STATING DOOR SHALL REMAIN 0 w UNLOCKED DURING BUSINESS HOURS" PER00 C ` , +; n ; ; = I SECTION 1007,2.5, UBC ON All LOCKING � F.,.. 3 ENTRANCE DOORS--COORDINATE WITH DOOR It _I I 1 II I 1, 1, DULF SCHE — _l _20 2it 10' 8'-t0. 11 12'-0" , PROVIDE EXIT ILLUMINATION AND SIGNAGE PER DRAWN BY SMR/JM c I SECTION 1003 2 8 OF THE UEC. v — I _ `\ __ II I i 'I I I 17 APPLICABLE CODES: ALL WORK SHALL BE IN L� E___====zy� 1 CONFORMANCE WITH ALL F-EDERAL, STATE, AND I I I t LOCAL CODES, SPECIFICATION,r AND STANDARDS SHALL MEAN, AND ARE INTENDFD TO BE, THE o LATEST EDITION, AMENDMENT OR REVISION OF R- - ,- I I , 1; , I 1 102C Iz SUCH REFERENCE STANDARD IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS. 1 11 1 I IJ `j CONTRACTOR SHALL PROVIDE ALL NECESSARY B 27 v TESTING AND COORDINATE ALL REQUIRED �IINSPECTIONS. III f- _ �= ------ _�_"w.+ 1•-......« _u __ I - --- ' -1 ------ ___ _� I J-------------------- -=----�- ---^-- ~r TIT 26 0o ALL HARDWARE ESAL COM LY WITH f --� l i �- -'-------- --------� ` �-- ---- -` 12 -0 6 -3" 1� 1 II I I I I I I I I SUfU DAF 00 S ­­04 ALL DOORS AND WINDOWS SHALL COMPLY WITH2-06-;r, ?^06- t"I U 1 - APPLICABLE ENER Y CODES. _ 20 i DEV RENT C--=- «T=--� j i 23 - o SHELL 81 12-29-04 T - I FIRE RISER `10�� 1 O © T.I. PERM 01 18- 201: (7) � C. _ - END. RFV.: 2-04 2GY:I I I I 11T7 REV, F^�IRY 04-01-0 5� ,�-( / ) 22 7 , 7 `__ -(?2_4Y \ 4P 1 i ,I i' PHASI 1 $GMF.MATIf �-✓ t �_ I I 1 OD DESIGN; 04-08-05 CO __- B _--_ �A Fl-t: �rePIAN g>--_----. -_- ----__ _ C3 0C 1t E Mrs res(! ) 2� �W � _ __..._----- -------___--- _ _--- -.._--------------- _._- _-- --- --- -„'' ~' 12 9 SANITARY SEWER LINE SHOWN IS _8 ''_•0 0 0 -U '-0 -0 » 13'-0 '-0 » 3'_�1 '-0 T _0 3'_0 0' DiAGRAMATIC- -CONTRACTOR TO MEET ALL 18'-OY R.O. __--_ _ �— Ia'_0”R.0. _. — 1 -0 R.O. 18'-0 R.0. V 18'-O R.O. 18'-0" R.O. 18M-0" R.O. 51-04 REQUIREMENTS SET FORTH IN THE UNIFORM 23'-8" 2A'-U" 24' _0" 24,-0. —_� — 24'-0" .. -- 24 -0 TYP. U,N.O~ _ 1"-0" PLI.1M8iNC, _ _ __ . _w _ M—_ _. __ 24'-Q _. __ CODE d 1 MelTt 511 I G1.111 � 2ENLARGED FLOOD PLAN IV IP2005-(rn)239 M.1 1/8" t 1' ao" 140: 040103.01 r pi I'm MiTe ,. ... - ar..,l L�,Mw"� , fT, t Fdt!1xd 7 1Fj 19 rw 21 a'. 2.� f L, L.L�IW1.11'V aTRM► o Y 2 3 d >3 a !0 1'1 1 2 I 1 4 16 1 I f b� eau 7 IOnAn.l to - 2 23 d4 25 26 2? 28 3'O t '`r -.•, ,. _. ..� @". Ise,,7�b. ' a ,r. t°:r r ', til 1 1 cir 01 I 1\bN1 vy147L"t , 1 ,w + 1� $ 1 .41 1... t '�`T! , ► fit 1 fI ! It t 1 I I ? % .,:� t I .,. •.e+ ..n.:.;;:.yk. .;rtr ...-,.... .,.-. .._ .', ' ,: : .', ... ,,, :._, ... , - ,,.. ... +araea+".�'': ,Fw y 1. rx .e,..._-.n',.,... ._ a. ,.,,w. .wr,>.fGi „ ..-,..:.. .L.W_',w.-,..•.:...N.y.:...... -:......:: ... :.:n,w:.k. „,._.,:..,. :.::......._... ;..,. ,.... .._, ,..,..... .......... .—. _ .... .. . ., ., _ .. _ _ ,.. . - +.` ... ... ... .., _.