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15199 SW ROYALTY PARKWAY y • Ai , ` t ". „ I rr • •.r,>•;, ,qZ:j..+t rp s"-r..w,....'e..."Ip�i r'7M'a t7,�".'' . �.• �;�T I u - '.s '1 - ♦ . �u " } k ,y,.old" 1 KO SE LOCATED 6GN THAT IT 77"W_ WILL IR/T iii 1 C)dd RUGTED f1�OfK vIEW dY P ,. .: ., 610" INOTAL•LATIONTO BE PER REMIREMENTB a ;: L-* Oft 441.3:43 (s) E CANTS BURY WOODS CONDOMINIUMS R--- 3 5 -.ONE FARM PLAT k, ,t. cOr'11'rrol� Ear IS:.E— ,. ESA 16LE 8►IADED 4 SHADED I •� f` BORDER AND S TO BE PAINTED WHIT . � /� �/ SAV GRA66C1�1[ MNIf LTANULE24'WE VVPINWY A4c&.m j �' � 1MlIr ,/, �•�u. 109TH AVENUE NbTll.l P'El�t Ift .OT 5"9,13- —�`' S ;, 6 00'34.4 7 F 439.52' ACC X � Ij -� �'-Q) 4'1'_p• P°IN INT KIN INT TYPIG4,L ACC.ESS1dl.E PARKING SPACIES �� ""�"� ,•' • VAN-AGCE981dLE P.4RKiNG Y i NOTE, PARKING bP'ACE s ACCESS ISLE SHALL BE LEVEL •' o. / H;t I,W 8'JRFAcrE @LOPE>a 110' E`(GEEDING ?% IN ALL DIRECTIONS. � � �,'� \ ACCESSIBLE STALL DETAILCOP 171 All • AM � ` 4 Lis `-moi;�Y,• �' '; z �7 Z no t� r d I \• �' ~ ` M . 1r _ � POI Me ma w �. \� :�• !.7fY a � _' M IDI {� 't ED OW, Now r j f rM r ,•t J Pat 01 AM MKI) I& A, G, D rllln 4D '" � t rrr�• � 0 AN AM 0 N rr ,PO S (f to Atel r � A Am Ab ,Pill ' _ PIS C, /-ONE FIR ra d CID to j�w ON r q - ;rtii„�I � LEGEND W � -�-� hl/i1"1� � •�. ISI � (!J -_.____- - _ y: M - Q�\ TYPICAL 6-CAII b t J SPACES CAR"T TYPICALTYPICAL 6-W -4 SPACIS °AAA L 02.52' �wr�a�/ SUILDMGt3: G, P 1 TrP I cAL rtwlK I No :TaLt ,�. l0'-0' s 1 ocYA+lo \ S[1UCK LINE TYPI- • -i ■1s R-- 25 LONE: UNDEVELOPED � PAWING SIALL �..L:_As a 4 PaarcIlTY L I N4`---- � r -!(11!I T IV[ LA14D / CIO (2S>< SLOPE) �rati , slu»ro LFM '� !1�_DIMCu K MAIM 1!111"" IM Boal Li L 4•;, 0LJA LITTCIe M4ALW AICA. 44 An Q mmG ;;. AM A/! { �`` wo NATE310R 1W1Ql�i. r M IN III Aw' ------� ++ ca r N T 111111.04 M RAmsa,NA. -P"Lm fq arm ,;�z J_`a'�� rf s4.os lltJii.DINGr+w� V ' ' x1r ((J o4 142'�' _ �iTY 4F TOGARD 1 , f Approved...... �.tt Q►3u1 Conditionally Approved For only the wo .. rk as described in:•,� -' M M II PFRMI ge See Letter to. allow...•••• .' A'tach.... •• • , � 15199 SW Royalty Pkwy WUP 96-0594 I b Add'a of 9 Job 1 '�R�1 By:__ 1 � . � y .. �a ,nj�,F: .. �� Y•.l•. , . ... . .�:.,...• fir, a,i' � r A .� - f5 ..�.. 'JL �R.'7:��!"„� .',. ;4 r�,�,,�. er<� x.aro,..' .a' :� C... - ,� ��. M j!•,%, k LS”. '''� rora ilk;, 7. � I , IF THIS NOTICE,APPEARS CLEARER THAN THE 0(,T i 199P DOCUMENT',THE DOCUMENT IS OF Mr.RGINAL QUALITY. MICROFILMED (I�IlI�I'lll;l IIl►11l�Illlljl I!I!IlI�IlI!! I I!{j!!I�lIIlIII ljlllli�l!! I I ! I r ISI I I 11'11111 Illi I Ilijill 1!I!! I 11111111111 I ijijl,ll'lillll I !)ljl i�lil�I I�III�I !)I I� FiCN MADE IM I I I ! I ! ►II�IIIIIIIIIIIilllllll�IIIIIIIIIlLIIIIIIIljt�tll1111!!!!!Il!!!IINt IIItlllll IIlIliiNllllllittl i111111!Itfi'I(ltln tI11111!I Itflh,IIIIIIIIIIItIIIIIII IIIIIIIII I111111111111111illtitill lclllltt IIIIlIttt IlIIlllll IIIIlIII{�Ilil!!ill l 11t1!IIIIIltlll !IIIlIUI 1111lIIII IIIIllllll�llltl111�IIt1 ' r 6!o l ��Id'Ule6550-96 dl18 I �(15-00, 0 NMS 661;j LEASING do RECREATION BUILDING /O h a 45.00' 5.00` 10 3 cob �c a 02 4 8' PM4 p • 8 6 `. 12 12 -------- ---- 8' 7 \ Y- -`1 13 ---- 16.73' - 12' X 12' J EXERCISE & MA i NTENACE I WADING j FACILITY -- ---- ---� J \\ I I I \ RQ Of I \ c 40.841 I ' - ------ \ 11 + 14.58 E S W I MM 1 NG PG�OL r rP. ' 2 3 7 s 58-84' ' yp 9101 10 �, / 4 16' _V) { 21.2 �CL POOL DETAIL PLAN SCALL. 1"- 10' La•O 1 o 'cc uj z ca x qq�C U UW 720 7 "ftft 4 tl POOL PLAN t.EGEND _ CONSTRUCTION NOTES z `..6 J MIN. 00 F, z 0 2 U Q O POOL DECK RIBBON DRAINS TO BE INSTALLED AS INDICATED ON PLAN. � POOL HAS APPROX. 250 L.F. OF N.D.S. 0003 WITH BOTTOM OUTLETS 1. POOL_ DESIGN AND CONSTRUCTION BY CONTRACTOR. ACTUAL POOL SIIAPE, AND ADAPTERS. MATER► LS AND CONSTRUCTION MAY VARY SLIGHTLY FkUM TH 1 S PLAN. • C 2. COCRD I NATE ALL POOL DECK CONSTRUCTION W 1 TH BUILDING COLUMNS AND SITE �, . Q CONNECT POOL DECK DRAIN TO STORM SEWER LINE, SIDEWALK PAVING INSTALLATION. '��\j \'/ 3' WHERE NOTED ON CIVIL V 1 L PLAN. COORDINATE DRAIN AND INVERT W i TH STORM SEWER BUR 1 AL DEPTHS. J. CONTRACTOR 15 RFSPONS I BLE. FOR REPLACEMENT OF ANY EXISTING AIA TER I ALS /.j\��/ �� ��� ��THAT ARE DAMA:;ED DURING CONS 1'RUCT I ON. O 5 O 0- OTHERWISE. CAST-IN-PI.A:f. CONCRETE POOL STEPS, 6" RISER (MAX1MUM) AND IB" Tr?EAD 4. AL1. D1MENSIONS ARE FROM OUTS1DE FACE' OF PA4''1NG ESIRED . VEkIFY NUMBER OF STEPS WITH POOL DEPTH. OR WALLS, UW'.ESS NOTED3 LIGHT BOLLARDS (I I TOTAL), SEE' ELECTRICAL I CAL SITE PLAN. 4 9 5. CONTRACTOR SHALL SIMM I T 4' ;K 4' SAMPLES, OR AS OTHERWISE NOI ED I N SPEC'S., LOCATE BOLLARDS 18" FROM EDGE OF POOL DECK AS SHOWN ON THIS PLAN. OF Jell. PAVING FINISHES AND COLORS WITH JOINTS /N PLACE. All SAMPLES SHALL � O ►,;,j �C low INTEGRAL �AUNC T I ON BOX INSTALLED FLUSH WITH PAVING SURFACE. J BE APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO CONSTRUCT I C N. Q 1 5 SWING GATE (2) IN POOL FENCE. SEE DETAIL 110.03. PROVIDE EMERGENCY EXIT j All . •• PANIC" BAR ON PUOLS 1 DE OF GATES. INSTALL PANIC BAR DEVICES PER APPROPRIATE \\/ 6. ALL ELECTP 1 CAL JUlNCT ION BOXES FOR POOL BOLLARD LIGHTS SHALL BE V4 BUILDING CODES. PLANTING AREAS AS APPROVED BY OWNER'S REPRESENTATIVE. STAKE LOCATIONS - RIna S STA i NLESS STEEL. POOL LADDER, (2 TC'TAL). PROVIDE SHOP DRAWING PRIOR TO INSTALLATION REQUEST APPROVAL BY LANDSCAPE ARCHITECT. ��\\ / / • FOR OWNER APPROVAL PRIOR TO CONSTRUCTION. 7. PROVIDE FELT EXPANSION JOINT WITH SEALANT (OR WA. CO. APPROVED EQUAL) WHERE PAVING ABUTS CURB I NG, BUILDING AND COLUMNS. VERIFY COLOR OF SEALANT 77 OR METAL FENCE. SEE DETAIL 1/L3.03. LOCATE FENCE 6" FROM EDGE. OF WITH OWNER'S REPRESENTAT 1 VE. 4 \ / �' • PAVING, IN PLANTER BED. CONT i NUOUS AROUND POOL DECK OR SUPPLY MOUNTING RECOMMENDATION IN SHOP DRAWING FORMAT FOR OWNERS APPROVAL. 8. POOL DEPTHS WILL VARY FROM 3 TO 5 FEET MAXIMUM. MUM. B OREGON �V O CAST- IN-PLACE CONCRETE DECK .'AV I NG. F 1 NE SWEAT F1 N I SH, NATURAL GREYcc COLOR. SEE DETAIL 2/L3.03. 9. POOL FINISH AND COLOR TREATMENTS PER CONTRACTOR RECOMMENDATION. LEGEND 0 S ,� THESE MUST BE SUBMITTED FOR LANDSCAPE ARCHITECTS APPROVAL. c1�� 9 ONE "ECONO POOL-LIFT" AND ANCHOP BASES AS AVAILABLE FROM CASCADE /'� OF 1/2" MINUS)."COMPACTED CRUSHED STONE BASE (MIN. 4 w v Ag' r•. !0 Pa?+0L PIPING, MECHANICAL, AND FILTRATION SYSTEMS PER CONTRACTOR ( 1 ) POOLS (503) 520-6174. INSTALL PER MFC. RECOMMENDATIONS. RECOMMENDATION. �� 00 ATTACH ORNAMENTAL METAL FENCE PANELS TO ARCHITECTURAL COLUMNS. 2 POOL WATER LEVET. Q. I. POOL SHALL RECEIVE UNDERWATER LIGHTING. FIXTURE TYPE, LOCA T I ONS AND Q VER 1 FY LOCATIONS AND HARDWARE WITH OWNER PRIOR TO CONSTRUCTION. I NSTAI.LAT IONS PER CONTRACTOR RECOMMENDATION. 11 STA I NLESS STEEL SW I MM i NG POOL HANDRA 1! (1 TOTAL). 3 POOL BOND BEAM, SIZE AND REINFORCEMENT PER POOL CONTRACTOR. 12. FENCING CONTRACTOR SHALL PRIME (I COAT) AND PA I N i (2 COATS) ALL U 12 8' BENCHES - 2 TOTAL) - WABASH MODEL S605 OR WEBCOT MODEL T6STDPED OR EXPOSED METAL FENCE SURFACES. PRI MER ,IND PAINT TYPES, APPLICATION METHODS, ieAND COLOR SHALL MATCH METAL RAILING OF ARCHITECTURE. VERIFY 4 UNDISTURBED SUBGRADE. �a � APPROVED EQUAL VINYL COATED EXPANDED METAL INGROUND BENCH. INSTALL PER PRIOR TO CONSTRUCTION. o o MANUFACTURES RECOMMENDATIONS). w .4 5 POURED-IN-PLACE CONCRETE PAVING, MIN. 4" THICK (2500 P.S.1.). `'' 0 13. COCIRD I NA'#E POOL DECK CONSTRUCTION (FINE S WEA T FINISH) WITH SITE S I DEWAL K, i 13 UNDERWATER POOL LIGHT (I TOTAL - SEE CONSiRUCTICW NOTE 11). FENCE AND GATE INSTALLATION. ci 4 • 6 10 GAUGE, 6" x S" WELDED WIRE STEEL FABRIC REENFORCEMENT (MIN. 2 COVER), 14 ,IDOL DECK AREA DRAIN. SEE DETAIL ;?,/L3.03. 14. IT IF THE SWIMMING POOL CONTRACTORS RESPONSIBILITY TOPROVIDE DRAIN IS 4" DIA. GRATE, N.D.S. /12. SHOP DRAWINGS FOR WASHINGTON COUNTY HEALTH DEPARTMENT FOR REVIEW, 7 BOND KNNT. MATERIALS AND INSTALLATION PER POOL CONTRACTOR RECOMMENDATION. cS APPROVAL AND PERMITTING. A 13. THE CONCRETE DE • CKING I N THE POOL AREA 8 TILE FASCIA, PATTERN AND INSTALLATION PER POOL CONTRACTOR RECOMMENDATION.WILL HAVE 3/4" DEEP CONTROL JOINTS WITH 114" RAD I IIS. THE CONTROL JOINTS SUBMITTED FOR LANDSCAPE ARCHITECTS APPROVAL. � t � a WILL BE PLACED ON A 4' X 4' GR/0 BEG I nlnP I NG AT THE AIA I N POOL EDG1:. THIS SPAC 1 NG m u=i WILL ALLOWTHE P001 R 1 BBON DRAINS, wH I CH ARE 4' FROM THE POOLDGE, TO Q Pte•• MATERIAL., THICKNESS, REINFORCEMENT, COLOR, FINISH, AND BECOME PART OF TFlE POOL DECK PAVLNG PATTERN. EXPANSION JOINTS, AS APPROVED SEALANT PER POOL CONTRACTOR RECOMMENDATION. REVIEW WITH LANDSCAPE AReHITECT FOR APPROVAL 5 BY THE WASHINGTON COUNTY HEALTH DEPARTMENT WILL PF MADE PART OF THIS GRID w ~ SYSTEM W I Ti4 MAX 1 MUM SPACING OF 20' ON—CENTER BOTH WAYS. SCHEMATIC POOL PAVING DET � � z CONTACT LARIDSCAPE ARCH I TEC T PRIOR TO PAVING FOR JOINT PLACEMENT APPROVAL. AIL 2 0 : �• SCALE: N.T.S. L3.01 SHEET —_' r. -,.> 1 I 3 I 4 1 5 6 7 L30 0 9 h m✓ . .,r.Jri1M.. ..__., r t.i a r..tU._. �+ w'""'+y IF THIS NOTICE APPEARS CLEARER THAN THE 00r 7 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED t �;�;�;t������ ►1�1�1���1�1�1� �I�I�I�IiI��i Ndl MAD[IN CM INA 3 , l �ttlttulttttltttt ittll!!tll�ntlt!! lntllt!!tl!!t!I!I!t I!► !u !c!!1!t!!�lltlliltt lt111n1t llltlll1t111►1��I111111Itlllil ilii�lliriifll,►(ttiit►I'11+111+11ittl+!(I+IIII�!IIIII�ttttltNll�llll lul��ttl Ilil�illl IlNtll{i ilil�tlll IIIIII!II IIIIIIN !tlllllll IIIII�In ttttl+mtt�i�s� -- VAN DOMELEN / LOOI.JENQA .'°`'—'_- / ' VA N OOMEL.EN / L001.JE1N(3A / Joe �el _ 'oL._ VAN OOMELEN / L C301JEN - � Mat�AARIOLE / 1CNAUfF ------_ Job ARRIG —__ LE /K M L _ N c — -- _ AUP _ L3A _ p AItiLlE/ICNAUI= � - -- Cher,t .� �-- - Consulting Engineers Job — -� __ �-_ Clionc Na _ e �=- - - — Consulting Engineers Consulti,1g Enginesrs :1933 S.W.Kel Ave% y --- �_ Joc�No. ��, h�q N Ft�r;,and,OrEyput 97201-4393/'(503)222.4453 FAX(S03)248.9263 Docs___ 3933 S.Vv.Kelly Ave. — 3933 S.W.Kelly Aver/Fbrit�,nd,Ore,,,,n Job No. --`� —�,sr,osc No. N /Portland,Oregaj 97201-4393/(503) 222-4453/FAX(503)248-9263 Dace. 1� q i� , 97201 4393/i503)222 453/ 248-9263Y --t==- o. ;yli.iiX>�- 1 — ( 0 ) Dare _ Sheet N Econo-,-Loft 04 �— — ' fit' hS LIFTING 3 - _ . .. p4, = ��(.-] u zs ®�Z� C=APACITY: v7s , 12s quo las. Cr L) P A L LaZ OPE°FtATIOr6_57 A f Ra - r 1 't•- S V� ,,�g�j �'8 14c c�ydraulir, raowerec-1 with .h 1 $ ,� hrorr,e_plated raln. n a self-contain .)d, Q 7 1. `s� ►n 33 of utward Pum - rat-n handle will raise unit, Ping acting . 1 l2 �24Z hendla s Pushln • � X 1rsj� Elalr�s-t ram bo 8 of 117.0 r ��� K MA7"ERI dY will lower unit. ! ALS FINISH: Structural co►lponents are lk stalnlbsr; steel with TP 304 _._ r�a8� x 1� Il�(,v chromr�.plated A P d finish. Ram ;s offish® - ste©I. nylon. Overhead bar is Sling is open mesh stainless steel. '�A► ��? /� "�j P`O� ► 11 ►�S1' ANCHORING: �+� tap ti 3 Fraily grounded 7'O 304 >ata9' 4 � � (- � •Ol'4'1 roc�:s�,ad into deck stainless ste©I socket _ I . o3 �X� 12-3� - c�C,o � Ih51.1!'.9 astable fit with PQ!y-olefin slsev© to �`" t c.71 q-.1 �✓ v� 'gyp C,Z, - 40 Unit can ba fitter, with 5 m er Iste d. ,�... � to p' r°s nt lid. s �1��• L� �Q � Gc� �z q, �'L RANGE OF rAsft Of 3� .� . ' 6 t� 4�O o PS i 3.7�K.2rq'� J 42 12. 62" lifting/lowering ton .e IGwr', 6:'o IZ ri 9360 rotation. PGRTABILI 1Y: Unit •�.�� C u� P � - - - w�1�;•,;y��,., �1+ L1r�.1� maws from a staff - V socket Inter rales steal d .�-- „v Q No too �ex rt ` .. Ma = 175 yC �.Z�7' Ik rietup orlreMova! from soc are squired for . L -ro- Co v Co �7 l 2 W ket. ARs-iA111 9 T�•: C�.. + 3''x¢"1 ` ' D�'1 .� sliYear structural components, ,•� -- 7 ng, chain. Ona year ram, X ��4�012 4-p GLS `. Z,�Co ,4� _ -• 2� �� OPTIONS: fl2C.� v Tf roper resistant lid for socket, A 3� 12 c�Q , Ivo GL ? r���C b:?� rl socket. Addltlonal boys deck 4' slings. 300 Ik,• wai ht - ��`' °' -------- " ,,7n �� (2 IZU scale (dunk test). g A /� i 4.45 x3�7� 9 Up�5'Roya�Pkv 1�� f� L� olp 9 �-- 151gg roo SW?oyalty PkWy 15199 SW Burr'9fi-fl594 SUP%-0594 Mr Pkyyy r • 4of9 5of9 SUP 9 sw PLPRoy perry, � 9600 /nspi�nPien Di., Mlssouln, MT 59802 40G A6 0594 ( f 513-5309 EconoSofg --Lift FIG. 1 FULLY RAISED I 72 rr c e RANGE OF MOTION I 62" - UP & DOWN RO'T'ATION = 3606 MINIMUM i 11211 � e MAXIMUM Zoll _ • 4• 1• 53" FULLY LOWERED TYI'. INSTALLATION BY KDK NTB� err. N/A °Atf A - 1300M ARM 'I-9-86 _ EG140A I B - MAST ARM G - GYLIND!w F: 15199 SW Royalty Pkwy SUP 9fi-0594 7of9 IF THIS 140TICE APPEARS CLEARER THAN THE OL'' 7 1999 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED t I�III'lllllll 111lIl1111 11111 1l; Ill 11111 wwNcHll 1111!l1,IlI�I 1 �1tl f I�In11 IIIII;I 1IlIt11 Illl,lll i�Ill 1 IIIIIIi fli f�1llll` 111� ; t T I I 1 I i I f I 1 I fit ! Illiif 111 � 1 Ililllii IIIII{III IIU�Illllllllllllt IItIIH{I lll111111 llpl{t{{tIN�IlII IIIIfNII iulliil llllliMlll!l11111t.INllgtl III►�IIIIIHtlllltl IIrIEIII111111,t111 i1111t1ti'ilrt�lirt rtttflttt tgltstfk 11lt�ltt Itrl�{It tN�h{r t14{im{ tuO�tN nrlm tt1t111 lti!�Hn u1t! , t 6w0 ' Idol 40.96 dna>d MS 66141 33,_0• . 35'-0' c00 uj vp qc a I 3 Z CROSS SECTION r2—""N LONGITUDINAL_ SECTION �1 THOCKNESS AND REONFORCOM SCHEDULE rQ ,� V � ,e, a r•ov v • r-e• v N '� r'"' . .. w N 'R' 'T' 'A' BARS R' 'T' 'A' BARS 'R' '1+ A' BARS. CN 0'--6' TO 2'-6' S" #3 AT 1'-0' 0'-6" TO 2'-0" S` 03 AT 1"--0' 0'-6' TO 2'-6' S 1/2` /3 AT C-0' LL 0 In 2'-B' TO 3'-6' S 1/2' /3 AT 1'-0' 2'-0' TO 3'-0" 3 1/2" 03 AT V-0" 2'-6' TO 3'-•6" 6' #3 Al 0'-S' 8D ri BGONC E DECK 3'-6" TO 4'-6' 6" 03 AT 0'-6" 3'-0" TO 4'-0" 6" N3 AT 0'-6" 3'-6' TO 4'-60 6 1/2' 2- 03 IAT 1'--0` J Q 4'-6" TO S'-6" 6 1/2- 2- #3 AT 1'-0" 4'-0" TO 5'-0" 6 1/2- 2-• /3 AT 1'-0" 4'-6" TO S'-6' 7' /3 AT 0'-6" 4G• N 17' `� � 5'--6" TO 6'-6' 7" 03 AT 0'-6' 5'--0" TO 6'-0" 7" d3 AT 0'-6` S'-6` TO 6'-6' 7 1/2" #3 AT 0--4" Z 6'-6' TO T-6' 7 1/2" 03 AT 0'-4" 6'-0" TO 7'-0" 7 1/2' JO AT 0'--4' W-6" TO T-6' 8' 2- 03 AT J 7.-'6" TO 8'-6" rA" 2-- /3 AT 0'-6" 7'-0" TO 8'-0' 8' 2- M3 AT 0'-6' 7.-6" TO >3'-6' 6 1/2' 2- /3 AT 0'-<<" w �cuxNTZNucx6 - w AROUND PEER:METER GENERAL bO I E& a: a 03 AT I'-& O.G. E.N. E;{ 1- MINIMUM CONCRETE STRENGTH: 3000 P.S.I. AT 26 DAYS S- PROVIDE ADEQUATE DRAINAGE AROUND POOL AREA TO INSURE a OR ;4 AT 16' O.G. E.N. 7S THAT MATER TABLE LEVEL IS MAINTAINED BELOW BOTTOM Of POOL. z 4A' BARS. SEE TABLE 2- REINFORCING: ASTM A-615 GRADE 40 w BELOW. HOOK TOP G' 3- ALL POURED CONCRETE TO HAVE A MAXIMUM SLUMP OF 4". 6- THIS D .SIGN IS PROVIDED FOR THE "NAMED PROXCT" ONLY. I1ESIGN IS NO" APPLICABLE TO OTHER LOCATIONS OR CONDITIONS. > � U 4 ALL GUNITE TO HAVE 0" TO 1' SLUMP. Q J W NOTE: IAOLD AL.. REINFORCING 7 CLEAR Y OF FACE OF CONCRETE. TYPICAi- v6 r CLEAR TYPICAL THICKNESS AND REINFORCING Ln —A 41T' SEE SCHEDULE ol 193 AT 17 ON CENTER EACH NAY LAP All REINFORCING 111 11-0" MI.NImm. TYPICAL Q � ' �✓ a kn w 1 V ' -1. V1 r3" WALL_ SECTION U) w► 3/40 Y Ivo - DATE 3-9-95 SCALE PROD. NO. SHOWN 4 143 DRAWN CHECKED jr DL SHEET NO 1 INFORMATION ON THIS DOCUMENT IS NOT APPROVED FOR CONSTRUCTION UNTIL A VLMK PLOt DATES: OF BUILDING PERMIT HAS BEEN ISSUED. 319195 :54.27 IF THIS NOTICE APPEARS CLEARER THAN THE OUT i 199A IXX'UMENT,THE DOCUMENT IS OF MARGINAL.QUALITY. MICROFILMED , r1p1pi{�p'ilpI 11p61rp1pa 1 qf-lrl 111011111111111111 IlIg Ili ip1+r�11rfVrp`p�pi�r�if � �sp �s�stu,sulluRs s�sslus�I�ss�lsiis.s�i�ittt�tirsl�i�� trrlE�FI!�ud�f��t►�+�++ill s+rl�i�fi trri�r�rr rnilr�ii rtr����r� ttuh�il��f��lni� rn�hlu IIIitIr,� ril�timms fill,Ilnl,►;tI npi�� +�iiilrtr �>eh1�i r �s ail�+I� fill 1114 1 +tril4 s - .... ..~�.a-�- •+_.�«.. _...w. .w�- .��...� ....rr_ ...�� ,.......'Y'. f "_'.t�q.•..-. .r- r+.•�..r.-... l�� Cr. I'i ✓�9{,�=� Il / � T � i -.....-.--......._�.w-_,-.y_..-.......-....__� ..._.�_ .�__� _.e_._. .....-•ww.... .._.. .. ____. ._.. � ..-.-�-.- -,....../J LtsrLi�K�•r�ta.--Ju-al.w,....ti....•.•,:.r;�__ i 1 C: "t"Y �.at Vt I Cr'At J -- �d :Cl . il~° �- c-►�"�Yr�t �r.t RE.C . IV,'t NO. p 96-286490 I iw fgm1 GUN-_C R- f: FL rEF-MFN i CU3 1 t Aat t AW"JUN t" . 9 1 A 1)0 OL"S s CASCIAD1. PLJULc%-, - A'YMt": N't DA L � � 1 �' 1 ��'96 I : ?7 Jt� ht ' ;b'AN ! SUBDIVISION Pu USE OF PAYMEN r AMOUN F PATO I4'LIFiPOtit:- W"Pit 4 fm PA T D I !_ T i-tr. SAP t Y PION CK b 1 . 40 SU IL I)T NG PL14N CHECK K M. ..,....,... 83. 53 � 1 i � I k. I ' m hJ f��tSL)P t"�li: ?� C3t"�`I"'"'� aw ..t NC.Y NOU1:.. I 1 _i?9L i TOTAL Ate ULIN'T f ,A I U _. _.. ., ; A 1 "'`�' 3 15199 SW Royalty Pkwy I BUP 96-0594 1 9of9 f �-..,. �ri'f•;w,q,yq'�"�'^"^'�.'�.` 'TM^.�+-.—•....+^--.....-_� ....._-._ -.�...�:-�.a.r...'.�rl.r..,,, �'� e,'r'�'I v. ,w�T 7 "IT -'T�11 .� ......_..._....._....... �...--.. �.-�..._ .,._.r.-........._ 1 w0 1 L IF THIS NOTICE APPEARS CLEARER THAN THE OUT- 7 199P DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED INCH I I I I I I I I ( , I , ; i illy I lII � , Ii hili ! ti, Illli Jl . il I IIIIIII IIIII � I ! ! ! I 1 I I I I ( � ; � MADE ,m ca"4,"MA era t I{1111111{IIIIIiIlllill�lllllllllllll;!{IIIIIIIIIIIII�!!!!lllil�lllll!lII IIII!!;l�is ! !!!! I ! I 1' ti 1t t. 1 IIIIIII�I�III�III.I.I.II�I�IIII�IIIillflflllllllllllli-IIIIIIIIIIlI:Iilll,Ii,Ilill�,.!l�III;III���IIl� 174 a to Ittl: