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14600 SW 72ND AVENUE-8 a, 1 A W W DR T1 ;SND R9RAd NCH FA DK Cf ., y F Rm r-\R FD M A NEFD .-) Or � J T / GA RD , ORE63ON - Mao B / D PA C K A GE NO . TWO vl IC NITY MAP BUIL DING SNAEL L PA CKA GE _ - OWNER- ARCHITECT T ECT " t.'�I P R03ERS MACHINERY CO„ (N^,. DAVID HICKMAN .ASSOCIATE ARCHITECT w nun �: 3C - - 14900 S.W. 72th AVENUE 700 N. HAYDEN ISLAND DR. x�' ` p15�F�` OTHER BID pOGUMENT PACKAGES RELATED TO THIS PROJECT: 'Blp PACKAGE NO. ONE' (SITE WORK PACKAGE), 'BID PACKAGE NO. THREE CIMPF'OVEMENTS PACKAGE). PORTLAND, OREGON 87?24-7043 PORTLAND, OR. 97217 " w uU+"u BRANCH MGR- DAVID GORDON TRENT PREMORE, PROJECT MGR `' d w al n (503) 639-6151 1503) 286-2256 FAX 15031 839-1844 FAX- (603) 286-4382 - b InMfdr r IN DG`INFORMATION ARCHITECTURAL DRAWINGS BLFRAME STRUCTURAL DRWOS GENERAL CONTRACTOR PROJECT STRUCTURAL ENGINEERPIS �w �"°'° ZONING, CITY OF TIGARD, I-L LIGHT tNDUSTrAL DRAWINGS BY 'GOLDEN EMPIRE MANLL INC.' (GEM) £i.D. DEACON BERRY-NORDLING ENGINEERS, INC. , a Au ARcuRiElIt URAL 917E PLAIN 8443 S.W. BEAVERTON 3RO7 S.W. CORBETT AVENUE NILLSDALE HWY .�.<. r r rREFERarNCE DRAwtNo ONLY) SUITE X492 PORTLAND, OREGON 97201 A21 U"rER LEVEL HLLILDRJG -LAN P.O. BOX 26392 (5031 227-7783 ILQIN LADE DATA A2] LCUE12 LEVEL 19U LDRNG PLAN PORTLAND, OREGON 97225 FAX- (6031 227-7784 .7 4m _ Or.CUNANCY. (UBC) FI A23 teu(LDItJ6 �aF PLAN/ Pl£ZZANIt,IE FLOOR PLAN PROJECT ?JdGR� PATRICK T. MAHONEY CONTACT BOB WELLS M'"o - A3J SUILDMG EXTERIOSECTIONS ELEVATIONS 1503) 297-8791 ;T I 'w Flo R COINSTRFJCTION TYPE, 11-N FULLY SPRINKLED A3Z t9UILDMO SECTIONS FAX (503) 297-8997 w sy IUIIMNG INFORMATION - BUILDING MANUFACTURER/ENQMEER UI°f" LEI�L, 641e eF. GOLDEN EMPIRE MANUFACTURING INC. �� 6rr u ! 1025 N. WATERY LANE -r STORAGE, N `741 sF' arORAG,E, 3340 St. BRIGHAM CITY, UTAH, 84302 - -MEZ1801► 723-6000 .• ,,' s: Z6.4INE, 1010 SF. FAX) 180-1 723-2363 r t CONTACT- tVA a TOTAL, . 11,800 at. - CANOPIEa, 3200 SF. STRUCTURAL DRAWINGS GREG HYDE, DESIGN ENGINEER e - LOLLERLEVEL: Owcls, 1431 OF. al STRICTURAL NOTES r E - i 2 OCN.IGTION. 6114 ST a2 FOUNDATON IPLAN 1 STORAGE A, 5130 S 9F. p U ' 4� STORAGE 13, 3395 SF. 93 FRAt•ING PLAN ,I y .¢`.• * TOTr'L, 15�6TI SF. 5-4 DETAILS CANOPIES= 00100 SF. DETAILS -ITY OF TIGARD 56 DETAILS App'Oved............._ ... _... .............. (: _ TOTAL BUILDMG FLOOR AREA 32,069 OF, Conditionally Approved..........................( 1; p. X 2 -two STORY) For only the work as x Ia0 . Irdescrdmd In: R2 ., ..; FLOOR AREA ALLOWED BY THE U PERMITNO.12"0TOO" 01 ( ► . , " • -S&~ x 2 (SP'RIKLED) . 12~ SF. See Letter to: Follow............................... - AttaO...............................( 1: .Job Adrlress _5 Date:_ 7 Jo A[P) FQ OREvoaMOON UST ' A AT CAB. CABINET DS. DOWNSPOUT GRD. GRADE MAT. MATERIAL R.U. ROUGH OPENING T.O.C. TOP OF CONCRETE A.B. ANCHOR BOLT CER. CERAMIC D.F. DOUGLAS FIR ACOUST. ACOUSTIC/ACOUSTICAL CHARS. CHARACTERS EA. EACH Gam• GYPSUM MAX. MAXIMUM SCHEN. SCHEDULE T.O.F. TOP OF FRAMING ADJ. ADJACENT G.B. GYPSUM BOARD M.D.O. MEDIUM DENSITY OVERLAID SECT. SECTION T.O.M. TOP OF MASONRY AGG. AGGREGATE C' CENTER UNE ELECT ELECTRIC 'fArJN/%LV TORECO. MECHANICAL ALL ALTERNATE CLC, CEILING EL/ELEV. ELE'rAP;1N/ELEVATOR G.L.GHANDLAM SHL SHEET T.O.P. TOP OF PARAPET CIR. CLEAR EQUIP. EQUIPMEINT HC GAP. HANDICAPPED MEMS. MEMBRANE SITYG. SHEATHING T.P. TOILET PAPER ALUM. ALUMINUM COL, COLUMN EQ. EQUAL H. HOLLOW CORE MMEZZANINE 5Q. SQUARE T.P.D. TOILET PAPER DISPENSER ANUG. ANODIZED CONC. CONCRETE EXIST. EXISTING HDR. HEADER MMANHOLE SFT. SQUARE FEET T.S. TUBE STEEL APP. APPLICATIONS COND. CONDITION EXP. EXPANSION HD. HEAD MIN. . MINIMUM SIM. . SIMILAR T.O.W. TOP OF WALL. APFrtuX. APPROXIMATE/A;?ROXIMATELY CONN. CONNEC11ON EXTING. EXT,AGURSH/EXTINGUISHER Ham• HEXAGONAL MOO. METAL SPEC. SPECIFICATION UG. UNDERGROUND ARCH. ARCHITECTURAL .,, H.C.M.U. HOLLOW CLAY MASONRY UNIT M1L METAL STD. STANDARD U.B.C. UNIFORM 9UILDINC CODE CONST. CONSTRUCTION EXT. EXI,:. OR HORIZ. HORIZONTAL NOM. NOMINAL SIL. STEEL U.O,N. UNLESS OTHERWISE NOTED ASPH. ASPM ALT CONT. CONTINUOUS E.E.S. EMERGENCY ELECTRICAL SYSTEM HR. HOUR NO. NUMBER STOR. STORAGE VEN. VENEER AUTD. AUTOMATIC CORR. CORRIDOR EJ. EXPANSION JOINT HT. HEIGHT N.I.C. NOT IN CONTRACT STRUCT. - STRUCTURAL VERT. VERTICAL AUX. AUXILIARY CU. CUBIC E.W. EACH WAY H.S. HOSE BIBB OPG. OPENING SUSP. SUSPENDED V.C.T. VINYL COMPOSITION TILE A.F.F, ABOVE FINISHED FLOOR TIOC.F.M. CUBIC FEET PER MINUTE FDTN. FOUNDATION H.M. HOLLOW METAL DPP, OPPOSITE SYS. SYSTEM W/ WITH A.N.5.1. AMERICAN NATIONAL STANDARDS INSTITUTE C.I. CAST IRON FIN. FINISH BD. BOARD C.J. CONTROL JOINT F1XT. FIXTURE H.V.A.C. HEATING VENTILATING & AIR CONDITIONING O.C. ON CENTER S. k S. STAIN k SEAL WD. WOOD BIT. BITUMEN C.M.U. CONCRETE MASONRY UNIT FL. FLOOR IN. INCH PERF. PERFORATED S. & V. STAIN h VARNISH WAN. WINDOW BILE- BUILDING C.P. COLD ROILED FT. FOOT INSUL INSULATION POWD. PLYWOOD S. C. SAW CUT/SOIJD CORE WP WATERPROOF BI.K. OR BLK'G BLOCKING • /DIA DIAMETER FTC. FOOTING INT. INTERIOR P.& PARTICLE BOARD S.D. SOAP DISPalF;ER BM. BEAM DBL. DOUBLE F.E.C. FIREFOO EXTINGUISHER CABINET JT. JOINT R PROPERTY UNE/PLATE S.4. SHEET METAL W PTH t BOT. BOTTOM DEPT. DEPARTMENT F.O.F. FACE X FINISH JST. JOIST P.T. PRESSURE TREATED S.S. STAINLESS STEEL W.C. WATER CLOSET BOT. BASEMEN DIM. DIMENSION F.O.S. FACE OF STUD KIT. KITCHEN P.T.D. PAPER TOWEL DISPENSER TEMP. TEMPERED W.F. WIDE FLANGE LAM. LAMINATED `UR. BETWEFNBUILT-UP DN. DISPENSER GALV. GAUGE GALVANIZED LAV, LAVATORY REQ. REQUIRED D/REINFORCING TYP• TYPICAL BUR. BUILT-UP ROOFlNG DN. DOWN I_TC, LIGHTING B.C. BOTTOM OF CURB DR. DOOR GEt`I. GENERAL REV. REVERSE T k G TONGUE k GROOVE lfilu;., • i" B.O. BY OWNER DWG. DRAWING G.I. GALVANIZED IRON RM. ROOM T.C. TOP OF CURB B.O.L BOTTOM OF IJNTFL DWG DETAIL GL GLASS MANUF./MFR. MANUFACTURER R. RADIUS T.C.I. TILE COUNCIL INSTITUTE t" MAS. MASONRY R.D. RAIN DRAIN/ROOF DRAIN T.J. 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'�1(j h s C40MPAC fED TO FV10CENT f 1 LANDSCAPE D1�11Cs$ }> • 5Y 5EpAR,4TE__._.._ + 4 + + _ :. - ,. •.,�. 4 + + ► + + + + 1- I) AS PER SOILS � . y� r �y�� LDNC9 �:ONt1TRLICTrC)hl _;"'#. - } + ' s-` + + t ♦ Y + +- t ♦ i ENGItME B v t t (SUI I •, PERNI(T•., _ - + 2 `-� I r ccx�rENdAT�c3NA ,4N THE sOiL + + + t + t + _ it1 + + +T + r C:)I ''.Z ,�-- r. + + } 4+ ► + + 1 r I DRWGP3 PERMIT/CONTRACT), ♦ r + + ♦ + i �+ `12 ! _ _t j •' `7 ► + +++ ♦t + + r ► ` - F 'PORT;, .. 1 `�T TY!'®fGlSkL r + r + ► { �� jWHEEL sT01'S SIGN;-t'1r>1°• v -� -- GtN --x +•. --w-4-+ 4 t31 I �. ,r,�1�1.,, °• £ ELEC. rONGRt<TE sLAi3�, ACCESSIBLE -�Ir �It F li;r. m _,_- L1NLE36 t'jN'>�d' + + + + B'I' °'£P., PERMIT� OTNERWr �' + + + ` + + [ -_._._ .__._�___._____---rs__-__. . SEE r'3UILDrNra GONs4 '(101�� ENTRY 24 ► OU7I3GOR OFFICE MECN_ DOCUMENTS/C T+ CU}�'! 4 ON C Y j �� + , + _�:-.�_ I ' _ __. _._. a rTriCAL ExPr4NsioN UNrrs, f�RovrDE J ; Q ri £, CE1�lTEt2LIAIE OF _.. _ 2l► 4 + fir' t v 4' 33' �� JOINT. LANDSCAPE SCREENING ► + ► t ,..r LAh4DI�c:Aj°YE �'SY )� � ``'- �•' tai t24 cNTRY I 7 _• 41R - 3 BY SEPARATE ({\;Lr i �j j rtl_ J 1�p +. 4 s > 'AR,� PEf�!'1rT _ TYPICAL 9GOA PERMIT/CONTRACT. 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LOWER LEVEL • 141A!,� i -� + �► .� l � !-�..'� - � i �� s � + + « + r + + - - _ __ BUIL©MNG GONB"RI.0"'JN L _. . fii i1- __ �..-.� 3 .__.�... ' + + + + + + r'- T . DOCUMt„�IT$lGONTRA,GT. AV C'' r b� T�'P , j + r �♦ + t" 431 c` + +'--} r + t BUIL [Wa SU + �• + t 1 + i 1 a A• N7. w �'-• � 'q; 'Q i D � r t38rtRF�1GE + '� ` ' � � � + � � �� +' , t j + + + + + __ - __ __..___�__ ®j PREPER,� T ON AS PER + � � ..� C j r I + } + �+ r _.1' - ---RAMP, SEE 13UILDINCs SOILS t=NC�NEEM� LOADf?464 DOCK. SEE , Q '#-�; f I " I `.�'.! CONSTRUCTION DOC.LMNTS IEC-01"''iEN.D.4TION 4",,D BUILDIN. G CON ,rFaXT!ON : I' t+ Ivii + �\ j ! __ _ _ _ DOGI 3�1E�17°;GONtfRAGT --- '` ` y . + �' + + I � r --_- _.__ GOtv1'RAGT,'t�ER'MIT• �ME SOILS f►'2EF'O1e1'. ' ��:.. i{ � I � / `�� r=ENCE ..j I I _ I l..+"+ { 2 I ,4 FLOUR 8L.41S AND BA3F GOt�GRETE 3LAte, (, .,i ...... ....._ .. ` I fl C , 4 + _ `� E AC.CE351 SY SIIILDtNG GON9 t:1iCTlC�I j 1 j r _� B_LE a SEE P5UILDNCs CCNSTRUGTION d ' "_. -•. mz ci \ _ _ v' -�✓ DOGIJT'"ENTa;'CG��t"' "f►t;;T. rJ'NfR.AG* _ IP>'}R �4 1 r 12, 114 1 a i { 3b' t2' 1®' 1T' ► j ;p ,' - / - _- 2 BIKE RACK D :r •� t r � I � +• I �`'��' �l 1 O BY !SEPARATE it J.t' ' I diYCoWA�i ANLY�I Ol/LY I ONLY 2'R $, j o+ r2' r t I . - '+ PERIMIT/CONTRACT. 9 onL� + `ar d► �r ?R f ♦'l. _ Ps AT 8 ►!__ aiR t 'N - _ ..__. �._- r._-..._' k ` r + + t x- -�r-_� �tZ .:�__ • _'i , -� Q I 1 I F01Q STRiPINCs -+--«- ,• .:r" +'.r r + + } r \ r ..+f +:+«++ ++ + a } r '+ + + + + + + + + #P3'R* lta'R c. '1@' ba �.a CsATE - SEE DTL 8/Al2 COVERED LOAD INra ► } + ++♦ " , ' +' + + +< '� +' • *t + ��_:� (`4 1 s I f , + + + + + + rte_.. �_ (O R 4y ;! T`l 2 r UP1SR LEVEL r + } + + ► . + + + 4 ► ~ � may__ + + 4' + + + �• + t + + + t . --11 '+ r' 0 + +• .♦ + + + + + y _ -- l� - 4 °.51°S AT '• r , i + + + } + + ♦ t 4 , ? M + r• a a. t + + I �� - -� q , + i + 4 ,r t + + + , ��i au6T 3411 9 ►(r � + t r + + + r 4 +• + h ........_.--_�_.-_ ��-`LTJ+ t + 1• f + F 4• r + 4 ► t t i f '}t «+ t'F + L j 4 + + + , + + + , d r �"� -1--a � , + • . , a a 1 4 + + t � +.,Nlsi11 + + ; ♦ . + i g + r + 4- 41 t _ - �__ ._.-_ - _ __- - -- _ __ _6 _ �� - ♦' r ♦ t ► + } 4 i + + i a r +! + f t ► + + + t�M-J1��A fid r + a ; + f + + t + 4 �'"'•__ sTR{PNG SIMILAR NEW + ,' + + + � r ► t '1 - � �r -"_'_` + + + ,- + + +• +• + I + t + �? I -- GATE * + 1 + ► + + + + -�' I t+ t + + + + + -4 + + +' +4 d1` I N + + + + EXISTING A3! HALT TO DETAIL 8/AI-2' 1 + + +. + + , + + + + + ++,, .Y' t ► ' .. �p + +++*+ ++ TO REMAtN r- r + , r + + + ,' /� f 4 + r +• + 4 ► , + ' + ► + ! _ _ --, "_ STRIP t`JG r .` r ♦ ♦ e + t + + �/ _ + ► + + + ♦ + . 4 ► + k " ++ + EXISTING I SEE DTL 8/Al2 __ r__ - __ _ _� i_ 4- . +_.�_ ..r_., .__ __._ + + + + + y r SIDEWALK TO u EXISTING INCE, \' - - SAWGUT EXISTING ASPWALT r•. ` I" 1 z ATE .--EXISTING CUR4$3 REMAIN -� FMPAIR A140 ALTER (LINE OF EXTENT OF PROJECT) f! EXISTING GRADE k TO REMAIN ,� AS RECD IRED TO ACCEPT 1 1 � j +* 2 t ► ` 1' NEW CRATE 'I 163.25' (VERIFY 1 EXISTINCs Asp"ALT / • TO Rl►, !! � 7 _� - REMAIN ' 7 (E) JNOBS TfRUGTED i AFP�XIM►4TE 1 ( r i EXISTING GRADE 163.48' (VERIFY I j _ �r�1��R7,r,H0UlSE � k o Job ��019602 % A Datev 8312119 "' ._ , --.-. _--_.-•r---...w.+._...,,..- - ..._.._._.rr- ...-.rr.•.++r._.._._ _-r._-w_....___..-......r...,._.... .-._.-_+,r.•....w.-rr.-,.r__rM,,.._......++.-._.-._._r...._.w.._---.__+.rr_.___w•..r-_r.......r...rr.-.-,_.w._J....+.s..._..r._.-.-_.. ._.. ---.4.........-._Lrr__._...+...,.._....Iw r_,. sirw„rr,.•.__r+«_..-.._..-..._rr...__-._r_.. .r. ..___.•. _...._ .-_wr -....._,+ •._..«„—•r.. ... -� •♦ _- - -•.. - ..+........- mss........ -.r►_._...._,..._r.- r._.._-....+...- ..w..__..,_ _r.._.._.._...._.__.._._-.__.._....._.-_...,_-.__-_.-. .._ �.. _._- ..-_.....r._.... ,._- .__.__ _.._._.._._......_..-...__.._,. ._.... ._._._ .......__.,._.,.,..-_•._.__- .... ....--.._.....,_-..........-_-.._-..__.,_,,.,,_•-�- -. __.. _.._..__. _.._.__ +- _ .,...--- -.,._...,..._.,.-__._ ._._-...--_...-..-'._,+_._.;r.._._.. _. .,,..._,.._..._ ..............:..-..-..,, ._-._..._ ---..-....w___.._..__..._.._.. ....._,_..-_...—.._.__.__•__.....,.,..._....-__..._._.. ... + f� AA �• ��r'U��V SIM th'iP1�01lEMETJT LAYOUT rs PARALLEL t REFEREIJC:E SOILS 1REF'01ra'T Bl' f S" • EXtsvN6 GONE;I7 oNs sM0�1J1', TN!_ CONTRACTOR 3NALl, COORDINATE TWE AND ftf"NDICULAR TO TWE WEST 'CARL'SON TESTING, INC: DATE: i .4RE FROM room-t M-APIGAL i � SITE WOW Wr''N T1-!E OWNER TO f`ROI'ERTY LINE (SX. 12 +Tal AVENUE)'. JUNE 21, I''s6 INFORMATION PROVIDED 'BY �, DISMF&TI01J (1fi TPE EXIbTING 11,18{NEBs L LANG, Y ti � _.,_.,,.;.._. _._.....,...._ _._,....-._.__. _..__._._.. _...._....,r_ _.rr:_....... ., SEE �E'r TtsL�fev>� rNc,, rrc. or^ERA Io!�t. •� � ,� fit' RC� �.- ,1 � of 1 X20 --u "- xREr-(s): TOFo--NOR, 60212t,Lr� �1"T� YV�9�`- ht.1 1,800 SW 72nd 2 of 96-0807 FILF. f3n d t 'SITS „ ,, . _ I.. IF THIS NOTICE APPEARS CLEARER THAN THE DOCUM F,NT,THU[1►O'CIIMENT IS OF•MARGINAL,QUALITX. T 995 I MICROFILMED ! �E�Ie� a��Iiir� �a�Ilf�tl Ir��I��l, i►,J ► �r�1r� kli��r rlllltl►l ,�Il t III�N nl�ra ulllln 1� ..ulll pl 111!! Nlltlll ' - i , PIK r`•'9� 0r 1 37 a W..:.l, • . .. '.x •r. R{�s. , v ., .. i .y.i. ..-,.. -:,:' ,. 's.-' c7s •'t -.. p,`. 7.. •h. ''' t,^ i.: +W 4 ^:;;;. .ty- ' A'" ' .'9y"- n ' : r - " f T y T_ _ IV-2, ,LVI. 4wo1 twos ae=-m. 1 � '� oYl�frRALL 20-04 20.0 b'-c" —vtR't`MIILL. AT b`•O' &1%_ �4'-0 V4P;e'-3 5/4' I r 1 1 , ROI' BELOWMAN cD co 0. l P.�Y tMPRrJvEMENTB I C.ONTRACT/rEf� IT. I _ 1 , �� MEZZANINE - 1J' \ ,, Az 2) PLAN , I M � n 0U � �I , -z ._ r.._._.__� .._ I3TO{LET I tnn Mi '-' Ln 01► I [____� i I I { I I I -FD. I DRAIN co r, GL. t'1iltwL.. sr~•I,O%Ew _, Q„ ETE WAN4 eY ; .: , I ' d o rSEf*ARAIE IllI I i i ( TRANGLUGENT : , . ,� _ - ► l ! I ( CONTRAC"/F'E1�f"IITF ! 1� PANELr3 i ( ' r r - WNW I ► � 11 I I I I , , I I f f I III I I I - 5 rA •� � ! , , 1 ; I I I r l f f f f (Z3 'j: I I 1 I I I I I I III © J7 �r�ANCE MAT + + , y I I I ► f , Iekmemp NTQ cam. t�11.L. , I I I I I , 1 I I ! I I I l I t I OCK THE: OI.,,Ad, e�L � -, I � - L- _ -! � _. L J I L _ J f f __ � L _ J _ L_ J11 F � c� O G:G?!V'I1cT/l10E T. +�, D , f I I I f 1 -�` - ' I I ( TWt TON �' ► 1 ? i I I I ! VA p�a,� Pcx.lr, _ t j ;A NX VA3.1 IL II III TON J { ti ^ , Q - I♦ v I -, ` r-� I II L _ _ I L — J p PROQQQTIC N I t 1 1 III ! I f a c .,. . '• � I � I f ! ! � 134 , � � 1 ® ! I I f I r I a—,.1� �.•� C _.... ._ .._ _ .._._ � --__---_--- - +-.(-_ -� -- ___ ___.___ _...._ _. _ _._ ! I I i I I � I I I ( I I f I f , _ � w , � 13,8,d DTLCL p, 1 f I i I I I I I FLAG POLE ME 3JA3a-- ,� ► I ! { a A t ' 1 I ! I , ► i 1 i I I f Ili l I ! I I I �.._ BOLLARD _;• Q L J ' I _ L .__ .; 1 { , , �,,. , , --- -- _ _ -! _ L - -I I — -� < I I I r l 11 r 1 1 f (' ,r, TON 11 i 7 r I ___.. _ I I ( Ll 4- --- 1-- -- --- ---n - ---- U I I I ! I 1 17T - r-- -- -- -- A ,rte 11 � �RIr�E CRANE FIVE TON OFFICE 1,0R r;; O ! + C7GE CRANE J FULL +4EIGNT iJ] ff**"s 7'S ARE PARTITIONS, SEE ` ® I NOT fN 'rViUILDIt I I i 1 I ! T I i l { I + I ' I ►_"� ',31-IEL.L P � NO. 2' r r L I I L ._ .� , r I , -! i r GE'`" Df'AWtNG3 ((ii__ . _ , 1 � � J I ff I_ J II L __ J 1 i r ' c.ONTRAC �EIRMIT. ; LN r i j r rr - J f `Y WALLS, LlNcld, I ; � 1 , ! ' c�Attsl GAl3 , FtNt3FS, tal.tP'tIR'#tNcx ELECTRIC-14A. I i , _ / AND i"I� iC�4L ARt I ( , + 1 f ! { ( ( i i.- - 1 f i f I 1 G14�31 3 f dY T �ovEtrtErt*r� f I f 1 1 I i I ! I i f I �» ._._ .___»_-_- 1 _---1 t -- - cRat feAsr_6 cofitTlNc�ue f I RAIL T WA 1' L J - - - -- -- �_ I I -- _. — __ __—_�_ . _ f i _ __. — -- - ' ; 1 GTR�lE�L1� I A�� - RIINCs i ! I I I { II 1 Ill i 1 1 ul to ' f�TANNGI WALLS, GL. MULL. E7 W43H dY m I 3 -© I SEf ARA 7'• f I f i r ' I ' � - � _ ® �__ - ` 1 i I � BTRLIC:TUI'LAL.. �,� .. ` I s SOL; ARD I I 1 cONTRAcT�EF�MST. t - :o;- ^ �L. f , PSCK TYf� { f ! f f i. D.S. I o v o - i ® � o p _ - _+ _ _ \•dtK.E RACK, / N r � I ! ! 'AIA /i r WALL, SEE �I GGPItAINMENI ` _ __ 4 I p I i 2, I5XZ5 \ L'? TON .''1 , 9TF�l4GZ JE� CORED �.OADING \ I J'!3 c1QANE ARBA. I omli I c3 � . GRD 4o TO 'RID It , _ L_.___._... ._ SOL.LAFC)f 4d' CHAIN -L AB,t LINK GAURD RAIL 1 , u{ � I , -lot V. VERT. h JLL IONS AT ;S'-06 OZ, - ---- _ '-fr' 15 b' - �'-O' -- __ 1 @Lf�' - ' I©/•O� s'-b' 1/E �� 21 et-4'�- • A ' 1 NORTH I l r UPPER LEVEL BUILDINGPLAN , 1/8" 1'--0" XREF(5): 6C)2120F1 c� 0 - (1-1XIENERAL NOTESe F. FOR FLOOR PLANS, SHEET A2.1, A2.2 Job Nos 9602 (�'� BUILDING CRANES ARE ADDRESSED IN THF 'r,RANE CLAIiIEICAPON' MEMO 31p TIP DATED. 9/24/96 (REASED). THE GENERAL CONTRACTOR SHALL 1�71��R P2 f"��1�!� COORDINATE THE CANE REQUIREMENTS WITH THE BUILDING tNGtNt_ERINa AND ERECTION AND WITH THE FOUNDATION/ SLAP PLACEMENT. NOTE THAT ITiE BRIDGE CRANE RUNWAY BEAMS (TOP RUNNING CRANES) ARE INCLUDED IN THIS BUILDING CONTRACT. THE 30 POUND RUNWAY RAIL: SHAD_ BE I BY 'DIE OWNER. THE CONTRACTOR SHALL. COORDINATE WORK OF THIS CONTRACT WITH THE WORK BY THE OWNER. PA�1, 2 d L of 1�80�SW 72nd BUP 96-0607 3of51 ( • _ , . .rry.+.w.sYr.+.Y.rn.Mr•..+r.....-.:'._•r.8rr7... ;,. ... .. -. .- ,.,r-„s. .. _} ,i r. ' IF THIS NOTICE APPEARS CLEARER THAN THE T '9 1598 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. 1<'�ICRnTILI�'��',!) � t � i��{� t1�{iff iti iirlr � 1� �, iq pf iplif ili 1i lilt t�th�� trttNttt tatlF I tit►n{Intl tt tlen� tt1�u , �th�lr!IE FN�t r F�Nt rFF�r rlIlk I 1 u d 9 •'. .r.... a - v ... `i r- 8 I C:� 13 14 1 . 104 f • ,.� y,i� tM'.",', .,,. a.�:.h , ^.-- -__. ._—..-...•-_--....._ ._._. ,.. _- _...-.._.._.-_--, ....•.----_ ..Y........._...._...r•--.•.,•-_•_-...•.._._..._•_..«_••_.•._...._. -......... ..,_..._...._ Y�fwV-i+ Pt y F (G MAILL. AT _ _..._ -- - --4'., -` kA 4. , L AD ti G , ; ,•., r AREA CvRiD To a i .........m..� CL 15OLL , ( ( �. pTi.., Ae.t + ( i C Y • .� 1-. C _•._^_.__•r•r w... w__. ..II -..-.._.. { � O O O wos �t In Lill N , DRi:. ► �:1 ..>• rty7 f'tr IL r� ( BOLLARD (`( ►( ( , i l i I I , i Icc--- d .. _ I / I f DTL �e., i _ STAIR ,, � � I I �c�tv� RUNUJA r I i !I (I( i I � - ; � �.� ---i - : I I , >� I r i A8.1 DTL , . e 1 I _ ; i i i ,i ► I CID I'30LLAlRD 2 r x,ti I i ,0► _ _...__......_ I (( It�CT P@lC�4 DTL, TYP. �Ae , ( iMFI;a r"t�NTS ARE _ - J ;J J i J i ( ! I ,.• h l Y__15 -0 -- f �'° ' ,C t,, ��'11o�j. {� .�t/E s � 11 n�If�a +I1/, NIG>•e , =�.•, /' �` ! � C.--_,� tom../' tt♦ Tt.4 'wr/MtIX II N.► � f (J 1 I i (( , f • PACKiii NO. 2' - I i i I c' TiL�-UP cC)NG. z. x t CIONTPRAGr/PEFRVI i. iF I I f ` , j p 'i ! ,I r ��SEE DRuxa3 �� r , = / __ I )I WALLS, CttL fNG�, � (! ��- C-ABtNETR , (r -fit ( I i` 11 I I ' L t rco ol i i FINISHES, P'L_UMBiNG, i i[ ]I � - � I I ELECT"RtcAL AND ( � l 1 - i (( 14 ( ;; a1 �' �! C� rx Ji T !i I I t �"� c> 771�_ �_ i � i ; MEG�ANtGAI ARE � i5Y rt- ( t I i r I , dC I J " �� °• ' - ' � i � ( , 'i1-t'�'ROY�P"11�PlT1� �lir��! � � ( 1 <.ORtTf�AGTI?°"r 7. I iIL _� � _ ._... �._ e � i B4LLA,RD 2 -� I�-+WIN -�i ( I I J I ► .._. I It2,`b ' ! , ii a# �.. �, ..� t.�.. .In. ..w aa. . (f t-`41 SANITs R*T SEWER { ! J - , ► ( „ 1 ; >�=�h1 P�lf�ll,ca'T' i �30i.L.C.I�p 7 (' i J ` �� S ABOB (L DTL -�_ .•' �- ; Tyr , t � � ,. • Q _ ' PJ4 ':. ,•;. .--._ ._.. _.. __• ___...-..____.. -. -..-__ __ .- _ •_. _ w .--+ .r.._ .-... r•.1 •.._ ..._...« ._ r«...__.._. r,.w-. ..._ ..__t.l_.__ _-.. _�1.-..•_....._ _-.,.. -..._ .•_.... ►.—_ «... —,.:.. -.r -« r._ .___ -.•. •_., ( 4 .. C..T. I• � f • � _-. _ - - � ' -�___ .. __ _______. _._ _- -- - �TRACT/!'�RMiT -tt _._ __._-:1 � -•- ._ __ - i I :, . � � x- •` A'''4 p°y�f, I err -� .-. .... _._�-. -._-"` _ ... _.. ._.. ._._ .-._ .. _ ...-_. ( -�� 1 :aTT,�G1 TO_al.DGsuj IX is kL HE1cvHT 1 ( t -p PRODUCTION I •. I � T- 018. t � ,� i:� � ,, � SEE cam, DPett��. AS5 MBL�r �;�., ! i 1 ► - N 3 I 2 ' n ( A3.2 A3.2 NORTH + ► I t LOWER LEVEL FLOOR PLAN A22 1 i�"-1 --n" XRF_'F(S): 60212PLt'J, 60?_I2tJF7 2 I •� p J�OLP) Not 9602 ,. . , 0atet12/16/9 °Y. Krt ; , f' '600 SW 72nd b(JP 96-Oti07 4of51FILE: 02A2-2 I, • Y .. a d' t °1•. ' IF THIS NOT9CE APPEARS CLEARER THAN THF, T 9 19 8 ° DOCUMENT,THE DOCUMENT IS OF MARGINAL QL'ALITY. MI�"ROFILNILD 5, Wr411111j;l�l� li�lir�1 f f !fat , i I � p � ,, . '• r 'r ,r .a'• f�: r:k, !fin) , ._ .,e... w t. i on � 3 - 1a ( A. 2 � ✓rte .T_7 ,g..,t-'f4'__^_'.'f'?-•'f-if'fi""'_`7._"r'"T J _e.�-T• .�_•r-'t-"T^_-'•�.•'-.?^ -^t [ -T-r - r T METAL. !bC?C7is SHEET t W-TAL ROOF $ / AL � � PANEL PIGAL. K0.6% L L -•GUTTER AT dUTTElt AT (l9 LG►Wa j Ln CA)401iO'Y iN'TE11Ri�A1- CANOPY 40 I t .Lo1U - q c AM dY�_ w - tSELUW :D 00 r fstlt">"4R h _._. �... .,... to 1 a ..___.. ..._.,._.._..._PJL'ISA t9l �,� WRVINAL ' cr- Ln INTEFW"L ` , • t ._. ipRall e 4,4 DRAIN !lYS. C2L O? (-- .o y►GWEET METAL tl' 00F PANEL 'A' r .. Obf•'!R TWO C�lrf'IGE ARLA, I � j^ � � � ( �� R l� 70 WEFT r"v'.I .1140 THE � , jam.. LU _ __. ALP { ! I ► 1Im _ a ,� , a�J►1 scwEl�t'S !lPLCB. ,C? iia TO r r j = I I ct: ot-(' _L STPWC AW-,L 1G7tWON06 dY [ 1 { r 04-"T T�TAt. R�4:)F OTHEM (GE") Isy 71418 ' P 'A', mrrc.ALa-- oc,�r�,rr�Et�ttT. ---.. THE FAOCIA C 4,NWEL 0' D. `t ` I-.l./� M __. +i .-. ._.w...6•-,IL-x-s....r.r .y...w.i,.---+-.+-- ._..._ ..' ! I I NNIY� j� V,4 f1 i Y*T!£M ff3 omiR to I ' " .; :: s - �� T DESSPECS a•� Dre r ! TWIS - � ::_<` : j MT�Gd@AL WT44 Ti- ( 17q-�✓LL 6KYLXWT SYSTEM, GAeLE C -AZG wrr - r r rS,.!'UIrW END. `...,r„•' •` u i i ' r 1._`^.„� / ,Cf' r.. A Nlu'IH T�i!¢ i i 1<+O F OVER A �t 1{�°� � Ll � i I , C�WL� TAE'�D Fi �P P VaCs AL � +u+';•°,,u� ,`r h tr f � r'- ••i-' ( i .- ( r' . ..f� � ___.- {�BLEITSTRATE P 18 THE � 4 by no-SKYL iGH1 � r r'. �M _ ) 4'/Rem DRAM T'1 c"SIE86 OF THE t t �� d r � � � �� Lu ,Lim WALL TO OUC�6TRATE TO OMTAM 3� f � ,: � U DL'J i+iJ!!►1pAER A 1/4 "-R FOOT 4, � b c�R'f°+08tTE SSI SLOPE TO DRAtN). � �� h f ' I I I I ux once. ce. �; __ 3500' 1RAN5;_UCFNT ROOF i I i ems`' i4 �U to PANEL, SEE G(FicAT,". ' ( 42 TOTAL R JDOF PAMELS) -- --- - --sHi�� r�ra,1. ROI.-)F * h 1f D ; ON SfR T OWICE AREA, ��t Dry IREMR TO SWEET A.3.i AND THE { I I F�Ur tT1DN I SPECS. AL SO RhFi'ER o T i I ` !►° 'i�6' 1�'-®'— __i0'-?�` r . — _ } , 8T1R.','CTUR,4L. DR.AWIW36 &Y i -m >m-w /1T �p 1/ ♦ y r • I 04KK TO CO'lTRAGT/'F'ERMiT. - - 1_. ! ; -----ROUTE _ I BACK TO y SIAL SCREENS -- I I ►��. AT ORD C WALL AT GRID 'C' ! F -- -ROUTE DAB. I � TYT'ICAL AT ALL � I i ear. o WALL ,f cuY D.S. A,T � _ r MAINTAM MAXIMUM •�.'� ( � � t I GRIP G � � % 1 I I I{ POSS15LE CLEARANCE I { AWVE GR.-OE. 1 i _ - NORTHROOF PLAN i ,.. � _^.___.____- ._ _ -_._ -.__.._...._...._-__. •_.4,�..�,re--+:..n r.+ w. ...+ ..nom_. { {f b? ' ,sl . • p D.S.- •• I � ! , '--- GUTTER P) yam �.• _ / LAO EDGE �/�T iC� TTi�i -- •� !9►UrLDW-0 r'RA1"tE AND —MwltUE WALL 10 SEPARATE tHE Of:riGE IJJ,4►LL P3ELOw TAE 1"TEXZANtNE_ n ; ? WALL WRT8 SEE ATTIC PRUM THE MEZZANINE. 6' METAL PLOOR 9Et'AR,QttNc'a ORAWiNCs�E4 SY OTHIiF" S U•Cd AT 24' VL WITH 618' G` T!P 5V c7r�10E t=}�OI"fI"i THE � OVER W f�A►TT NSULATtoN. THIS ME Z2AN_ir�E; I k o 11�1l.1 i8 Ft�!"1 TWE 1~IET.Z.At�iNtr FLOOR _1`0 THE �---�-� CD1R.d►wINC,B c3Y SEPARATE `Et'�N•t � NOTE+ CGCARVINATE .. —.... x 'NpLRMIDE OF THE OFIFiCE ROOF DEC:Kd c:c�nITR,ACT >3ER iM�°FdC?YEi'ENT THE SL U97" MEc*4ANIr_,4L Job N ' 9602 TELEPHONE WfftmuTE cmntACT/?*Ew.17, �� I11�1►>6TE VENT UP t=Kort Ci�4AW RREQUI10_:MNT 4 � SEE: vEt�lENT (GEE TENANTS It,X I T� 202 ---- �'- cuaL!s AND t?v�'4 SEE � l !�"LOW, .: r __ �► I,?1+tAWQNW I�iGsaWiNGB by SEF'AR 4TE IMPROVEMENTS ' c SEPARATE CION 4::TJ'i }�h'it� T�1°iEFrM{T. GGNTRAGTIPPIRMIT) � �:t7NT1�,� r • P r_., I( {+ ON ' r I I I LINK GUARD t4A� h. ._. .. ..__ _ 'd.I Ai OWD STAiR iN6. _ ' PENCZ/GUARD RA I L _._ - LAE5 1 OPEM TO Tests. `~ wlrE� c,, , �,.-' vR�t ,a aTE�EL��: oVER z 8E WESECTION VA3.2 �TE�L PR�1MtNG SEE >9►EC7. A-A ASA�, -_ -- __ taR(:►UU'rTtOr.l [f _. .. DWMAIN46 19Y OTME" (GEM) 4t= STEEL PECK AND FR 41114 x THIS Cl�R 0 f 2 MEZZANINE, FLOOR .PLAN �� TRAGT/l�R�riT. h r' -ol 00 14800 SW 72nd RUP 98-0807 5 of 51 FILE. 60 A2 r ;� � 4 y,�P'. , B x � , 1,,'j j.:'Rwy�� ,� la.d. ti , , •� , ,t ''•� "`�• ��i►r'1 ►� )'fin ..:, r �v•dYi:•`�rEL1 ; ,� L- .s+iti,•,� ."a+�t �. .. i I -•i rk! .'';�r�°` i ...._..-..,.._..._..a.«r s_- --rirt,�s.�'� •' ...w,.• .........,_ ''" r �.d-.__...,-..—' _._.. .. ._„^: Lu y•�: '' �'gl�il� iiw., irr..._ __�. ,..............+,a.. -_ y� _ t, •v'�y@'sw'J4 i . IF THIS NOTiCIE APPEARS CLEARER THAN THE DOCUMENT,THE I)► WUMENT IS OF MARGINAL QUALITY. QI�T 9 1 � l 11 ! ! ! ! ! !► i L �Act1 � fi { I I I I i � 1 ! 11l�#�! :l��i �'I�t��l I�l�t l�1�l�i !�I ! !` Mltp'�ROF1MED ! !'i f++Irr! i I++t r � t � i i 1 I .� � �l f � �` `� # ' � �• �_ irrk. �`Vll fill Erlrtr rrrrlrrn trrrlr� rrt rm AL 7 { - r 1 , n n { x a t: , ,j ?� r t77 1 fVM`. xJswwav r r •'f � ��:,_, '::.. ':� • 1'ANELSI bEE SHE!~T A2.1►, �1 F :. WORM A k• .rYil.,w..y".-.W► ,,,M,,,O,,,„ ', i+All" , F- - TYrIM M •1 �.V.JL•._.�+ JF � , _} ..•._ -„_'_y� _.._. . _-» _..:. _....y ....-� -----,-.:_...._- - .,._...-..-_..,.._ _-...._._._."Tt7'1-rti..^rst..tl TjT rT-TPT*r”IrY•'fY7'r1'� r'tT�'Tr'r'.'r^•fl"1• .Yy-'"T7'D' 1' Yr.•,T't1'X?Trvri'R"f'r'rM'-ir'►TT T'f'Wi X'rw, - <r _ •a'�`' ^t {,� F _ ••Y tf :.} ,y��iJy';. J��^' �' ,(� 4 I /� y.,� �dir » Q / -."' !•. "i' } ,'i t•,: } �� ' .. INTE►�rM• \ 4 ? �1r,, ''• }RAIN D}E4IN \ / - '� _ f M�i lA�i' -,�";8 A L, 3' .;',.«, 1[•. �•'`-^�'*"�'' Qal�'RIL 1 F �\� ,( pG4U�t P1iIN -- «. •�2 F ApTT' A t'LlGei-it / ��i AWIN PIRAIN TO nin. VOW MAIN -� ~ �/ •`Y: , _- € ' A ' 4 I e v".�.'.T. ,�crrv+-.c. -v ,.sem-..' fq� .+c a*;rH^,r.s�s• *Y"'.�r"p• ,._•�. ' I - :F g�sA Fes+' .y t� J 'G ' .'�i.'' l.•w.awww.••w:wr.+.«w,....srx.-w,•..Ir n, wL,S_.it .ill kf'fi./ � F�✓f ♦• r : r, r. +�z= '.v.�...+.aalo�..e.e.»�.sw._.... ,www . a .1. f r „ s ,s- I- h '• 'f ; --cF.rC'♦a.cl•• %.i*. .. , THE �{. •;Qre.f".ls..cd.f+fls.r.L�zA.,-=_: ..y-''''- y. y�. 1u.•:j141.11:ti_i�roi'fi�..ai - �' .� M4'1 f .7 wlr".- aan.+wwor ..vsl"Iraa I .'-.✓res'-'r_s=.:mx ra-ssaarbc ,Oez -anwa'.> •,azs.s.•an '+ecsxalr. 1 11_ � a • I�JK , _ , r - r .'-'..•• Ca}�t1L,,,. ;.--- TRANSLU't NT WALL 1"ANEL.B, �� _ _ .__ _._ _ A ,- p gg��CC Qpmcz. -. l �I .�t,5 , uu r`. . ' �. .. - � ....._ ..•.-.a+,+�r. ,.....-_aa1�.,j.aaaJ.,ta�al _ •.• t �L ' _ vlpgr,..1M •� ' ` � •._. .y i .. .,. .- _ F •,••, l„•♦ ws, arm . •�_ - •i•' ;�•''1 a�;7:v;•. 1'.-;•. ! - _ /� ; •I' - - �1.i.. :"a i,... _ •,rn>ee,af ;�' j s 1/2 Ti4K TILT-UP �, TYP TRK TILT-UP . s CT �, , /: ! /, / /, / , 1, , / � � C� ; .. I + f,i CONG. i°' ?LS ,.y GONC. PANI£LB _. I"i'.. ' �'� "�' r1�i�3 LOAM�" �L I 1 ".�.,�'1w SEE STFRI,ICT_ .r., - . ��.nir Iff ' •''`'�\� -/P-,_ )�'�•'•' �1;I ' • i - it j''. .j 1•'. •�'�Y�, �: p C3 _ � F�JDh WALL,�.._. __- _SEE i�i+lC�f�11O� 4 1(� C) ,p 't �. I �.. I� COIL i�0(.�R9 l i � •Q � cL I I FNDN WALL, �' '•` •�'F :. � SIS Sh�ET 8? 3F1�ET 82• 2� AT L(XXR T't 8EE l�1cT 82 - d + n 12 11 0� L�veL, Ir 9 8� 7 4� 3 L 7 '? VII ..•.W.�� `\ ._.J \ NORTH ELEVATION NOTES � ' r,'• I_____._._------ 74 AFF. I 12 V;A, CsCLD AN0012ED . � _ �5. G ¢TEE!- POLES, - y �� I Al.lprt. MAL.1. ( 6 1 oTAI.) GEM ORl,IO6. VII FINISH NOTE& (•t TOTAL) -�- - " 7� ---------FLr 66 ISY OiIRZR -- �� 1/s �t —o x��'(s): _._� gee '.SI•�ET A31? FOR MATERIAL AND f-- =TAP"E11�'Et?' ALl1M. FLAG 1'? _---..- -"" -- 12 5KYLIC44T SYSTEM P I % POLE (2 TOTAL), •'tE SPECS. 11_ _._ _ _-12 GA 6LE END, T7F'. ! ` ' 41 2 ' - ti -, —._ f+I ENDS _----,r'2 F 'vle,F. -7,_Y�„_,,-_�-r-T�'r'' r ; / `-T","r'"'7'-•M• �-,'. -.'_.r„r"'r` ' "ti""�.�'e�'" y "^"'`-,.. ,....• 1 a/:",L��-c r y •S•- ,w-"11"'TT-�"�,,,.,r-• '7"'( ' C1 1.. '� i r-•' ----._.. .. ._._ a �” ^ _�b 1212 _' T'-.•,., ^ - - s'J +Li,7�+ - h IWOF SUPPORT � -•..r"^ ". ^-'y"t` .�$o pt.• • r / 1 'yi'">~1,. XPi. .. -^,...,- "„'_-.'1r - � i� - ✓-ALIGN WITH STOMM94WW � 5 G , .�. STFRUT, SEE a - ` ..� I _ " <5X .! n WINDOW FLlL_IONb .AT czim DR111Ca8—�' ..►�,, ,. ...j ) I -' -rHa c;PP1GE, Sit ELEV. $ !'1$ SL N SCREEN == �t 4844sPH C1~1AIN ` fi r-•�== - ,, ._._ _ , .._.._.� LW PENCE GAIL. T^i �+ _ . .-_ r•z_-zr-__-aa»rsros .:.a•.. .-a-- g._ aT_,. ._.-r:- z-r- .,r, i• ' f� t '1- r ,I y ..// r M :: � I � � � � �/ z . ,/ , �..-_.. -" •-p°t'Y - .._. ' -tea- - \_' "�_./ ul �. -VENTILATION �/ B� N ' `uP�.'ER L.ENA!L 3'k3' D.G. 2 L�FC� + FIN. PLR *31Dra' �✓ I -' -"` M _Y 1 ` Lu 1~NDN WALL GtJA1�ltAILC- STAIR � c-e ' CONC. RETA1NINGL*NDN WALL 1 } . I I 12'Xr2' CONC. >JtJ*'MR `" _-- -- U " !' I 3 X 8 ALUM. STC CURB AIN - i +w:�: SEE R4DN PLAIN fl I f RB AG ST WALL. — _!? - -, ( I CWA N LW PENCE, i I 0 WE SITE u1olQK C:l7NTRACT. r._ ._ _°� �..-,.. ,_._ __---._. __ ..._...____...__..._—._ ..._.:.,....._.._... - -- - ---' -- -- -- -- —` .~—__.._. __._. �,__ - . ._ .�_ .....^__�— ..... ,-._ _-. � (—�4-- j:,___..__ _--rpt'.. ---_�r____l — _._.• --- I I I c� t_ L_... — ._. __..___.�.— r____ _ ._ ----. --- _-- -- --- .._ --- _. _._ ._._ _._ _ ....._.-.- _....._ _ ..._ _... ...._.. .... ,._,_ _... ,� _.:.w -....._.._. �,. _..a F=IN. FLR� 14'1,fr'�' I L__ __._..-_. _•.•. __---_____ t' __.� ._ __ ._.___....- ...__._,._.._.._._ __._._ ._._ ..._ - -__...., - .� -_ .._. .r.-, .__ .._. _ -_�....__-._.._,.__.,. _..,._...__..... - - _... � RAT 81r!~ F'Ni�! PIAN, � � �;7 ---, SWEET 82, i ( SEE "NDN PLOW A bF3 OD UF ) G F E: U q ., . �J '0=L`VAT10N3W E S T EL E V A T 0 IN uz 9�EAST XFcEF(S):—__ h3.9 �� `�j" XRFF(S): ALUM. SKYL;C,�T SYSTEM, t y ry•. �._........._.._..._._____... SEE' 5MC113_ k, �>TYP. 6 r 1 I' J - - i I LJ{ �.r-..,-j,.,-.«';r...^+•-"",- -� ' E-_----'�fj��~� SLWIF N I ROOF IN PANEL . SEE T A23. 2 h l-i� �/ i7r1>GIF 4'X,40 �`• a I _f-,w/F _� •T D.S. ' ..- _ ... ...__ �r.{.• ►•.� // �4KD , .�.� J�.�+L1J11+1.i•L�4.1 . _.. __. .« --._...._.-__-... T"'' -._ .': .—'-' '^" x`.r T ._._ .._....-..__.....-_....-..,.,..,.<,._........_'_'r , -_.- 1 JF. ' # I I `t'`!`F ,�T 1. ,y, '✓ i x Y•i,- he.J� }► � . I � 1 � v ` •. •. -,., .Y. ti, J: y' ,W4,r. ., r4 Fiy.1. .. ._ -.,..__,.-._. lsT...GbF-_. I • __ a. '' � f i , r ' '',�.,�' •�:^y � - v ,1'�.' ��:•' s ti � � � � � 7 L :r...rc_. :�rssaa•:.c:,n:r .. �i. 'M' '?7 / / / / r ! J ,fr i; Ca fb f . 11 fl i� I ..r , ' � 1�._ _..I. •\• 1 WALL _ p Y•{. ,. .fry '_><: •'1•\ { I tt'. 1 b STEEL RAIN _ ----`�y 112' THC TILT-uP J115 C(�i',��JJE, �, i \' _" Job U`�1�' �� DRAIN TO i'-©• CONd. PANELS--"'" SEE PLANS./44.> .4%TY1'a. '4> A b STEEL RAN I 40" PIM, PLFt `NIC104 LIFT v 3'X I' N"LF LITE `: ISOLL RD, Tyle. pAMOVE K FLK ye T P l___ __ - y_� rS , AT Ul EIR LEVEL, rNBUL. DOC31o2, Tom' TYP. �8, �- - Date' 2116/96 f . TTP, ^ 01/EFEAD DCX)} 70 65 4 .3O1�TH ELEVATION XREF(S): 'A 113,1 14800 SW 72nd SUP 98-;1807 8of51 �Co L—�. r � - • Oxy .. �. �+ "` : .......,.,__..._,_ .. –. . .... ,.. ___....,. ._..,....._..___•.,,.., ...,.______ -»....1_....._...,__..M...•.._-._..,...._.._.._.... .... y..,.•........., ........,...,,.,,__., .1..... .........:......,_.._—_:–. ,�..... ,..._.u.. ...._.. '• , P.r IF THIS NOTICE APPEARS CLEARER THAN THE . IM DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. �T g MICROFILMED imp r2i 11- T Iry OWNi N�lrt� uiliu� iuh ��s �bn ��►� q r a , ,1 > __ __.___.. _ I. 1 Ow Illls2 12 �Z PIbCaG�. .TION ,�I�A 2 >? i ROOF IIVSI W1.,, MIN R.13, ' dK + � aI�EcB. _ a w.� a ray ' ^+�{r :x :,,, „ ., I I Tc�F' G4~ RCAOF _ PURL IN AT THE _ +¢ \ I + BLDG L 1NE/G1R _ Ile - T N ` r ! waree...umor ,Y.og4w.m..ao.e,as.>e.ur: .•,._-. .,.1.. _ '\ ....._..—..._...-....... ....._ ..._ - — y;. '"�.._. _ sl.w ... \ y` PT GATE 46' C 4AN LINK ^„ `,1 r ` '• BRIDC i✓R.4tvE � cD c� f � 9�As IClL7 w - "`" ._. �,`.• �: ..-.__._ _ _ __ _ ____ __ _._ AT MEZZANINE �:mss-�.___ _ _.._ .�-x- � ___ �,_. �. - - � �` � �� N --•-7©P CaF � �'�I ,. .... .. w x- r.. - .y... ..�r•—r N PARTITION PANELING I JIB GRAVE JTAI IR -P'RCrpt JG T(ON AREA ! � - �; AT Ci MD 11, SEE GEM D�W6 "► I 1f N PTL U1ALL INSUL., MIN. RR 19, ,cr _ _ _ I ( I i 0 �� t�• Qpm n __. ._ .. --- ' � \ tt �G a7I—CGV. • � .w 'C_=_" -_"`^_'T'L ".. .'.:. _ :^S.R:::-..:.': -T.::':..�w ..:_.—w:.:t.:•, _ _......w._.r_ .L_. ..L. _..l � I � � u�-ra � v 1 {'� i -TOILET PARTITION UJALL � Rov" eIRT� ,�T f PK PLR. � I � � , ( C,d�i:p 11, °+EI= D R TO �CmE � ' PARTS � !( I � ! � �� OP cJF 9L.�B . i G'at'1 Rf�11G$. y ._ I` U�:'.Nt[L'''? - , ' �! `Q� a �. , S� R RE A - l.E VE:.L r i ...•..�__._. '.__'�"' � j 0.1 _T --� — --- __---- `[•many �a pOAlRD EIUITH A fi�llt?RIOR D001413, RECITES ~ STAIR I MM, R VA-UE OF 433 AND MALLS NJ..„ SEE ''� �DTL AT Tt-3W© WALL ONLY' _.._._._-RErAMWNG WALL IMPROVEh1l�NT8 �•,,., BRIDGE CRANE, SEE -WALL FRA"•11Wa AT T�•IE n ►+� © ,. ' STlRUC:TLIR,A�_ CONTI7A[."t/!"ERtyiT. + GENERAL- NOTES, _ _. _ __ _-__._... �. A88Et~5Lyl ROvt"i, . -_ RET..vINMG %i;ALL ! __.�_— __ — SET AZ.I. ISEE L C� - ( "• i ( GEM DRAWINGS. SEE `n1TRUC }- ""_ a A � �,-,-• I I I I - BUILDING LATERAL I SES GEM DRAWINGS. N "J• ��.: I TOP C* SLAB I I (� ,'T„ � .,. AT LC�II{ER LEVEL 1 _ - -- r � � � _ _ F+0UND,�TK.�+ICs PRAi?J S, +1 _.. _-r---- _ __� . .� __ --=•_-r•�.-'.._._ _ ________--- _ _ ! f J �' I �� Q q f J JJAL.1.9 ,ALONG I lA1DER AP_s i�f�AMh,C 8Y3TEM: i_I_- --- -� L -- - �- _ t _1 8'r6TEM (AT ( ' 1 i {_ i GlitWD �C', '3' AND '14'A i ! 4' PERF. Ir IF'I LATERALS WITH AT 10` O.G. ' UPI'H A t"TIN, 02l9�C! SLOPE TO HEADER. � MIt� WA6HitrD R(vfR i I ROCK E=NCAbED IN P!LTER IN ��1ES 2�4' WIDiE AND 8' BELOW � r A i PPE IN 1 I/2' MINUS c.R. TO ( F !UD C l i31 A b BELOW 5OTT. OF SLAB, BOTT. � � A" MRI`- PIPE FTG ORAN i I OF t='(» AT IOP OF FTG AT 'lOIJTN WALL. { ! SLOPE 0.5%. WITH THE HIGH , ' PONT AT iv' BELOW FIN.FLR ! .,t I I 1 i • AT G1RJD F-14. SLOB TO ( 6 HEADER PIP- -, SLOPE Ob% TO �p � » w 8 C} STC"M '•!ELLER AT CIPM 3-F, STORM DRAIN SYSTEM AT GIRID S-F, 6w SNI T C2, SITE UOw UM %FEET G2, 61M WOW CONTRACT. � C:�71�GTJPEIlMIT. • a W�, �lmUILDING SECTIONN A—A � ,,8• ,•_o" YCREF(S,: — --- 2 BUILDING So"CTION ��(� ; � w • w �i u ��_2jl/�R �, ._0 XREF(S): - � . CGS - - -- _ PxoDuc*ION AREA i _ - - _ -- ------_------- --.—__ � �•-.� �� ., WALL N-',UL s MIN. Re M, �lra G L '�G 1 � NOTES d SEE SPECS. OP?_-IGE INTERIOR WALLS , DOC�}¢8. RELITiEB, GEILINCsB, CABINETS, • i .�1D FINISHES ARE SY A SEPARATE G�ONTRAGT/PE1�1"IIT + (THESE EMOTES ARE REFERENCED ON SHEET Al -' ll 1 NTS PACKAGE NO. 3 ) AND ARE SE•aOl1N ON '"L-;E� X \ ROOF AUL.- SEGrION'S AS A REFERENCE ONLY. SHEET METAL ROOF PANEL 'A' STAPJDlN ROOF NSttL.� MIN. 4e•19, I (,LAD q� . (STANDING SEAM), Lu SEE 8PEG5, L_ ._______.._ _ __ .__ J `—� _ --- SIC IlH ��- - --. . ___ _. _._ _._ �. ___ __ __. _.._-.__-- -.. __.. SEE SPECIFICATIONS. Z s PRc7Dtk:.T(caN t �n 1 SHEET METAL ROOF PANEL '9' (RIBBED PANELS), c! � + < -,r-r M ---- _ ' .•�� BUILDNO, BEi41 D �J SEE SPFGIFiCATIONS. s , }� �` - I �_�=_�_ _ 2 �, ` '� -_ -� SHEET METAL SIDING PANEL_ 'C', (VERTICAL " 4m ilcm • I RIBBED PANELS). SEE 5?E+'iFIC/;TIONS. �� O SH E::T METAL SIDING PANEL V. (HORIZONTAL C � C � L - � - _ ---_. � 1 : •�.,, ___1_ y - `=- Etl88f'D PANELS), SEE SPECiFICATI0N5. • TOP OF ROOF PURLIN AT TWE SHEET MET ^ ` ' -- •--.—. ( { BLDG LINE,'GRID Lr1Z A _ SIDING PANEL 'E', (OVERLAY ---- PANELS), SEE SPF:CIfICATIONS. -OFF ICE WALL" _ - �I? i �(_ - WALL iN'Sliis MIN 14.19, SHEET METAL. FLASHING, COPINGS, RAKE TRIM, � ` I CORNR TRIMS, JOWNSPbU''S AND GUTTERS. I�j 1 SEE .SEM DRAWINGS. PARTS DESK. BY SES'. PERMIT . I � EXPOSED STRUCTURAL STEEL, �►-� SEE GEM DRAWINGS. I - TOP OF SLAB - AT UFrER ' EVFL FLAG POLE, SEE SPECIFICATIONS. a C D APP1_!ED ACCENT STRIP, SEE SPECIFICATIONS. OFFIG W ' _ L E �-- - OFFICE FLOOR FRA IW-s AND WALL INSL Lr MIN. R■I% ROOF FRAM NG, ,SEER GEM 5EL 8I"EGBDRAW(t�K . f --- RETAINING WALL., ,FRAMING,, SE'E ONAA L SEE pHAA DRAUJMGs ! ! ' FOR STRUCTURAL. DF2AUANGB FOR STRIICTLIRAL. _.. i � THESE= NO:F ARE REFERENCED .,,_,•_...,_ r',..-, :�:'., ;�:.�....,._...._ �' 'TOP OF SLAB ( ON SHEET A3.{) I I (- -`-- - -_ _.. - _._.+_ _ _ ---- -- _.• - _ __ _._ _ __ _ ._ _:. m.. ..-._....__.__ AT LOWER LEVEL FACTORY PREE'IrtISHEDT SEI: SPECIFICATIONS. � INTERIOR D FI- .1� --- _-`�__MILD'�':$ FOLIyOATEON/ FOOTTWxS - COLOR: "MSCI" "ASH GRAY' � ,.. I AND _ OC)R8, 4RELITEb j _+ !'� DE�AA DRAWIT�sb FOR ®TRUGTURAL FACTORY PREE"1N1SHE . S �. ! I /'� ( R`IPRc�YEMWTb `� w " " D. EE SPECIFI CA TION,,. , GONTRACT/PEMMIT. I ! COLOR: N48C1 POLAR WHITEj C A F=ACTORY PREwFINISHED, SEE SPECIFICATIONS. ! � � ! F IDI ' COLOR: oUBC1" "HAWAIIAN BLUE" • I I � I /� FIELD PAINT, SEE SPECIFICATIONS FOR , 4 APRF.0 RIATE PAINT SYSTEM, I 4+ r.. COLOR: MATCH "MBClo "POLAR I. •w i -1 n �- WH TErl FIOL AINT, SEE SPECIR CATIONS F07,, - _ff �,. APPROPRIATE PAINT SYSTEM. COLOR: MATCH "U.S. ALUMINUM" "BRIGHT RFD" 3 UlIL.D►ING SECTIOIN' C—C FACTORY PREFINISHE UST p �r Al2 XREF(S}: D k INNIE�ITI�/E � 19602 COATING. GAIVALUt`1 , v►ob q`�7�s � /7 FACTORY PREFINISHED, SFE SPECIFICATION. y, TP ':/ COLOR: U.S, ALUMINUM* BRIGHT RED". Datee l2/16 `9� FIELD PAINT, SEE SPECIFICATIONS FOR Y 8 APPROPRIATE PAINT SYSTEM. v. COLOR: MAT;,h "ASH GRAY. t N 1! \` n 0 f 14600 SW 72nd - dUA 90-0607 7of51 °� FII:. : 60 3-- 4 W ` — • _ _. ... . - _ ... _._..._...__..r...._....__......-..Y..»__._w._.,._..J' ,?rt .fit - " IF T111S NOTICE,APP=EARS CLEARER THAN THE T 919% DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALI'T'Y. jl�I�►VIII Illllll�l�lj� l�t��l� illy � �il�l► 111 I ISI I'- MICROFILMED � a • { - �� a�lt>i�r!��alMrn �uh� ��Nlra +�i�n u�n� rW�t!� rnh1 I 1 t � i- i' ' 7 . tr 1Q, -.0 w ♦ ` , t �r. .'c}d .p �a '41 • . ,Y Ws4r,� ct k`.�, fw' ,t• Ms(( ,fir.• •'� -Q r i11r p�•', „rr .y ,. '.''. r 7 ^• a + t '�:. .Z' r },'' } .n \ TS; D 41, 1-11",., ,l" t.l, k b, •, 1 .� , , if .4 4. itt` a .11 PrSt��i1,,. „ t >i Y u ,. t 'ta� ". r- ' ' ti - 1 s'- /.} !1• t',3' •f. ':- :r'',Y .,.:�:'• ijl ,.. , ,' ''' t' - yIr .v,' _ ., w.e d 1 2�t'I • 1', , S,i' .'. :1, k i . • . , �y , I h - 5r" , t' �. 1- t.rr :: t.. rm ". a '�r,. . ,.. 'I r t` . [yam 5 ^' 1. r. .. 11 . t ; , ., ,. , j .rt r I .- • r '. ,"• . .1. r-. r-. 7' . I � , r-. . r • , t. - .Y 11 .. i q• r . , t. ,, ' , '1, t r }. , , ' ,' A •f a , ' [, FI�t1=11�! ,,1 _ _� , a ,, I .. r 11 rY11 , . , &=& ka ��.LJ]� i ar.4.7Ri1C.1�r ,,.t�Cyre._ 4 '', t c ''rr ,', r r 'I , to , , ,.I ,fir. i d +Ilr� o!'orr.,�✓1�1 In rtl�r (! r�' i t .�"+�' St#I - J I. It!'+i�I{II' to fo I"t10" SIM meat l�'�II Q�`1I�� • �'�V.,.'S'�, r " ti - ' •iA . - " , tAe' l�liCtiorl 1'id►r ter Ulae ISiMlf�rrat 1154(iiecgl� �•raavfr ! wr than U��+r�t �lprrl6!►1r 4�c�r+ M6rrKpai ear Aim I t' +'* tt *� �. >. K .,• r . . t, r fo Iair,l 1 "I; 4. All eeitreN toys A� --T' as ►toted. ' , 14, _ .. ', 3 :` I. , . C , a. G r the t=ire of celrrror'e:te t"t fAF)"ill"I a atr++d PISO 'Mg Of S. All vmkls to be malls C r'tWe�d Wahl Vj to:AatlAp btamiarde '�1. Y''• ` • ' ; res a+KI cs++Icrefl ti"e N ra►InPeva`big .iZO, pla�ht With�.°"1OXX SIOC 04111 0t. �I . j • ° af,I " ' 4. Soft* to bi A31�'1 t�nk"s,#Wtod a0 w'o" - , w i `.: � . . b• :wct ion of all atruotur#l weld •rseldwi done !n snot A i J � ��{ � I 1 1 � ' ,i, ;`..�I•.; r, � i t fI. ' o tura tub 'IM .� A � r axe,I>rpt � . 4A '� t•r'4a N�JiD I. aptIrcrveaot fabrICafor o gip`. , ' . 6, All to kxr A6 Aft, T� 6 4 Jo %; , 1. , lr ti,C�t1 Z1r hl a th G'Dlt I Ol' Pr Mc"�i.�r �: ` r t, r - r . GIr ' f'e018 I. Do not wvveratxe dr►11od or per�sl trot*$ With lowhe torcft ' _ , ,', ; installartre�n ,�f au�urwd pilrvlg. t S. }ilii s bait*, Material &W instal ken 'It I . ' `1 . 2. ' The OP2 a 1 Wwpsctc*r eha ll r.� N 64" repcWt 4.1on 00V TM A t 2 w w �► hoe a at then W the atarrntt', f 1• f--,) '` a,ti ' `'V� I .t , r �T ,y , •, - archtteact, structural wVWwsr, sonomotor, and bWlcdktg ofh sal. . •;' • ' • , „ . �.,rl , i . , , •r . , I- , ,1t01Q 14,d�t"Ife t, ice- it . , y. t .. p V7 r', , , If 14 4 ',:`. , i. 8tructalrai.observatie�ns by the erl�lneer df ral�o►d ex' h�i► relDra►seMative i. metal steel Oocni Wotltut/e and be c,;t mpe�sito +arwtal deck . „ '* `'. v 4 shell bO ftWMrVd ata the follo"1% ap�•rrOXlMtlats this:* o rkV corwtV%W-tion: ruFrerw acr►pwtaa tl�pp 1 (s ar lied- }' 1. - , , � � P~a � w a. Ckrine Iretallatlon of au*are�d pller r, 4. Floor 02* l,nur v'i i ocetfl �ItfGhls 6� RMrMl�actM►ed a:'' I R /� r� I. r b. Dur cortutr„dlor► ®f a:�sete baserwsr:t wa!!s. .1 b 1/EI�..t"7 as falivws .d . . ' • `' , If . , r ' r,. _, . ; iGr.' . . �.• The a� for aelia11 rlotlly that 1 record f , erig leo' o our f'4) ca kwWa r days r _ IA {n Idva:rla�r al cexapteaon �?Oirit Cetec�u trig s14e C�4�er �lf.Ic9rr. l!rC. W IL OK cwowpoelte dAw* st1a11 hrav� r .. + , .11 de cxmatic:rls and .. irlal W"tlowts to provl aio a mec*Ansa i bbl withh �1a ,,. , , :. ., I . ,. aim concraa:t'a Pravlde 4onfleurations as rollc%ft , ,, ,. 1-4 ," {. ' , }' ' , ' ir.w"...� r- ,I 1 Thalf►i notes► sat manhaum at^lrldardo f b. , % , I .. < - or' cor*trix.tiorl. The drawkwo ,govern Ff3l�t1-C�M�r 2� g�tu�o, 96►' wide, 11�r' - a over tMtlt Gwr+wal relates to extent slwart, • , 3 t . , A i✓ Reactor' shalt vwrlfy all Oltiw w,owo aline! condltlons 0A drawls." In �• t atsedclrtg to sup�+tarttrlg stentber•a Wlth i/2' has ion 1 •` . .•c , ' .; " WO ACU" .` + die f1*W. Coomilrtate kwittons of gponingo Floors, root a1d „ welok a itch fluty tea supports. ; .. , , ' ,0� 1 � � • � W ori t A, "Ile 41M arChlt C*-ra 1, eeoh+lntca 1, anzl electrical plprw. Nati',r ' 4- C4pck 6h:jo laps-roma ii br �1 WeWo . r "i)' . . 1. � ' ,,.�• C e�cxKlec.�ted wltlt ' seal" ,, n r J H + +I�r� �+�„ V d"Ien Jeers% cot " olisc4w#lyanrcift. or bultc+rt piowhed at a4' ozG ,.; a�� ' r� 4 3. The contrActor 0"ll provide all nou:ess,Ary teapor•ary'oupportrof' walls 5• ©06" laid para(W to support walls or' frame& shall ' , " during backftllfng. Ttw Ivltrer latvel•floor stab shall be in plaur prior to ?'i be connla�cteld with 1/2' diameter NO n uOlde s ,2' v,c, badtPII ng, U#WCo f�acicfill Is tO be pyC►ed on both skates of wall bickn l . i• Paint touch � alto welds Ord abrasl+o+ns. °�" �I. - . ' � 1 ... I 11 , � . - , . C�� .' . I I I . - i shall bat ptaceesl Tri actual 11"A to each side of wall. 8 a lJoklers sheltlt be hAlk4 Certified for II a metal ' . • ' , 1 . . . " � . . ~ 0 c ' 4• backfill material to be WWAk! beIn d stalls shall be arlulat nater) acid . 'A•' ' f` weld 91s £� I . , . ,' � ,� ` ' ' CC ,=) � conform to requkvients Of the OeotedWcai Emglrleer', ` T All it itl GAUGO stool ii ga and h avtar'shall I" I KA; •, 6. 1+1here reference to made to AINTM, A416C, AGI or oOwsr' r tanafards, the latest fc"end ff'orn steel of ZAI � il0 facade D � y'�` � , ' � c� C� r1,° �' I1►aw srtia iI b. with ft' ! kat. •, '.1 .. 2 0"' b. 1411 stork shall Arrt#tl and falM�ria olts Ii R.9aq# steel p'er Albl atainOdrde. . � be in strict eosphance with the Uniftx�lt Mulld4V Gof:ie as I . . ' amended key the 8taoe of Or sono all ocher stats atrwl tocal code* and i a bulldt rsquireaeet►ts that a r 1. , t . "I. Foundallon 1 001 C.1'Iteria: r L ,,. {1. a. Equu,3t�av nt Fluid hr'e'sswo 322 0 // c u,ft. � t � _ .� _ : . - - ' • I •' , . %' - � - ''A fir! b. Allowable Ooil l fearing Pressure .7t;/ee 0 / Gqj%. � _ / r•-• � , , r, a ,t+�' � ., .1 I - � , ` N c:ohaann vertleal and lateral loads provide=d by i - z y' r.w. t.rI. , dBolclen Empire Marutetc'aaring, Inc. .1, / < I `I . d. unnd * gal '�' •` C) i - a t9ritlsmlc Zone 3 A" ' ,,' r ' '11z,4- :1.1 " . . A d top dralsinga sI 1a iI be required 1911 rokrfexdlrt� steel; irttoaa:rt(art,arn,a st+Nri, ; �• r 1 u ter{'' i 1 Anel "If be reviewed for f .1 . . ".. .'... ..�: - ,' , - , ,.1:1%. ., .t,� '. .1;1 _ ;r , •. wlllw� moi. biJ ,t.i I . ' �. I ., I � . ." "....' .. . . . � a. ' ' "/n/_, - , •' ,w .,yet. •..' ,•t r0 f4 :�' IQ ' >< Conform to all re�qulreelerrts as noteK,�l by that C#Cs4wa TcI>wottn�, irlc:, c3eetec:Marcel r` E d� r• 1, r r ,4 r Report da ted juns '1. � ' ' x r � � � _ , o ,I, 4 41. r 6 'i _ • , .r 'r' • ,, •I. ,I -r' r„ • IY " ,,r..Y ,.,,;t . , t I "'r' I I. •'r ^ - aIw • ,RE�5eT IN 1'L.At�E 'T' (.) 0 cc L Avera CorKretet strath ao datermwod by jeb raaost lata cored c:ayltrdw* . • ' - `` •r at 29 a � lus Imcreasm t or the pig-nt'o' standard deviation Y A " ' - . . �^ �'°" V �" as ti;1 (plus I ' 'gyp p 1, , , �.:- _ c < ",. : �d 'A , 1 • , Ied AC 3ia>}• &31) "ll bet 30M pal for,"ao uoee. .�` 1. .` ,. . , . " .. ., . .. •4. �, 'L I s I., . I �`•�"` I . hP1n Mt '' . . . . t I ;� , � 1. W. I . .1 , ..r . . 4 ftm x 1�equirementsl . : . . ,n _ . . . j 1, s I I I I . . .. . . ;." � � w6 i , .. . , a. CaMwl®rtt Contint per yaerd- 5 oac:k* ! t. ; . 1 r.` i I . , r ,, 3eack& a slab on dale . ! , .. f A ' 1Q. E►I 2 to 4 Inches. AevlsolOn �o+n anal a _I , ' r r . r �J LA•, '1 �rlt �'. I• 1. C. Ate rr«ralrw:ant, }e'er ACI at aIt exterior ata-lab_ , , r1. - t�. S I. ," d. raldittlx: UASter rarkacWie admix tP'o=olith or I) for all slabs. _ . ' ' . •. a Al 3. Piacra and cure all C=oncrete per ACI codes; and standards. 06 . ,,. a, f �' z <:2 n f4� ' ` . 4. Provide cavitrol ,Joints in all olaba on gradeal at 2&-o o.c. each way . � • �1 . ;I maxtmura l.,nle" otherwise shown on Zara. ., . . . . ., �,�.'�'- .. . . . < a�- 4- p . ' Ai 5• 610dr,1ss, popes or conduits ref aluminum �I°i it not be w*odded In structural `` �: : ac cenu°ete untag►• serf vett' coated. x . scot a u i,,'f . .:-' . qtr X � i.I . I �,. '._. I . ...1. . I . . I ". . . r W Cjj � s .,I A i, All cal!»rorC ing stool far c:orx rete shall conform to Ub.C. starndards : ' , �'' « ' CL �'. ►�o. 2161-4-83 and A$TM t4a6l5gr orae b�0 for all us to. • t . 0 . . ' ?. All welded ranroreing steal "ll conrCxrora to ASTM t4't06. " , . . .§ I. Fabr l• . -ate and Install reinforeaing stool adding to thm ,manual of _ t . '' Standard P10ractice for Datal(kiq Rolmrorced C.cwlcrarte Structure' t 1 : - I , r �. � . . . , . 3:: a: - AGI 4%K&rodard 315. , Iy i�., 4. Provide 2'-O' x 2'-0' Corder fears to thatch ll rlxontal reinforerng In I '. I ` .L. ' I. . . . + . I . . . . ws I is and footklgA, at all c=orners and intersoetions. I. ° , .. ' I. . W a C .- D. spNoes M tuaH and slab rtelnrorCN'tg shall be lapped 30 diameters and t " � •' .1'. z sheall be etxleggerad at knot 4' art alternate hairs. Unlasa otherwiao noted. 1. x • ` K a6. M!"00de two 144 cc�nt.ln�;vus baro at top and bottoln of all walls unless ► ' � . 'r r:o'ted athlerwlse on plan. .._...r. 'e.. 1 I ,g" . 'f• PI'r'ovkis dowel& from foot, -q tch all vertical wall pila t • a to rle s t er, and . 1.i column rel" .1 Unless o -'ise shown on V a plans, lap 30 dfanletotrs - I . ' A or 2'-rD' minlwtuan. . , 's . , . ^ , .� t:1• Lars alt bare in intarsecting footings T-m' or 30 diaemet'ers, whiC�rer . I le greater. , . % All weldod wire fabric ohali Conform to AbTM speclflcationo A-185-13. z,,' . . A. A ll wire fabric "Il be suppiled and laid in flat rhseets and shall r . 1 v ff F'��11 arried Ld proper polrltlOns ir1 stabs. t \ I 11+. P AInforctng a'I I) not be beret or displaced for thw c irvenfow'-s of other �,r 1 •- .trades unless apppprrOvid bg the structural et'�k+ear. .1.0 " ' . . i i„. If. Mnhrn�rn cover Awm cowote eurraces to roMforcing steel shelf mutt ACI 6 � ' ` ; i, . + •5 1 1 roquiremento. _ x W. J.'., .. . , Jr. . . r , . , , . w 1 - , it ,- , . - • ,1 - • • ••, , ' a - ,r • , , A , , "}' I. , O 6 , 1 . a I . . I , .,, . ;" I e. . I . . . . I � I I. .1 ,I IS. � .,i I, �E a.� ` '11. , w .1 '. 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C •:I i. 1 �K •t '1 'l''. -. f 1 �F F'I SP ,I Y ', LE r,• .i• t •1 I Y � , , N, Y , 't i r d i. t r+ r 4 r i` , V 'T/ .•I \ , 0 .4 W R ! • + I 2 n �' d b1' .S- Id , p 4 u ss os �. r ► ,t ,y T; . r 1 r .f., t.. r. 1 i R• a , .,A 0 f d .11'. 5 r -t. t 0 y t F. "4 51 J• 4a' A ,I r 1 6 t 7 T S r. '1 1 /r w' S. 0� 1 •r T11t 1f '•� , 1R. r ' : 1t .I ". W .+ 'r. a, I. I •d t t �' 'I .ff p.. f^ x•14 r p," a t• 1• �i 1'• 1• \ ,r Ii i aA f t.. .t '+f►R1., �wrl�' :rrs'�•, ��.r ��.11�.. y• ,. . , R ;'3,, ., 'r11,:,; `S I's►e, >:iy` '� !T _ , . I t" / "o. f_ - _ ._. . - _. _ .....__ __ __.�_._,_..w_...,..._._._ .n,w __ d i IF THIS NOTICE APeEARS C'�,EARER.THAN THE OCT9 19% D( VMFNT,THE DOCUMENT IS OF MARGINAL.QUALITY. MICI10FILMED i�11111111 11 111oft utm 111 1' 1 illllll�lllll l l'llliji�lJ1J1 lJllllijlllji i ��Tj�ll�i�l+y 1 T�i(i�l�I�IC� i 111��I�I±II1 1�1�1�1� Il i�l�1�1�1 I . 1��'j't��}I��Ir ��I��ill _.� NI _ .. rl►ilwr sndr .. _ I . �iWwl, g -'""'u' - ..-...--....--".---..*..,.. • .......--.•+faMm .•w_•.wrs +►..++rrw' ...rr.•n...s -1'----•.. .•....,.r.-•w.•-,.+•....-_-.... -._•.,-,r,..••.» .....-.-- .... -... ..- 5; C cch6C SLALS ON 3 COW)MON ON CsiRD(3 ,, 00 b4 _ _ � ALL Gkii SEE WALLr..F4��wr•�.� w • . _ _ - - - r - 1 }. ' 4 ►• • • , , �• , ' ' r •, fr � f J I 5 r C 1(.^�-Mr 6 . _ f .. FRAMING •.i* 111 A Is"o/c !� •Qa•18"a/c ... , lo" t , � � •4g' o/,-- 8EE STRLICT. ME 3TRUCT. • ' STEL DWGS. 3TEE1. RAMP-86i PTLIS. Ib" li's' , r _ s y� 171,m/c HOW - • • / NORIZ 0'�•17 u/� HC,WZ _ •4 WV a/o " 05 s 18"v/c E.AGN , - WAY lei GLR - - - GL12 I GLR _ LR � CONNECTION � U) !J a6 4E! L3x3x1/4xV& UP r.. TOP OF LUALL A� _ � DL`TA!!.. SAME � �""' ' Mb•r8°vJ�: - .. . � � • ' �ACBE ON 2 •-1/"1"4 STUDS A 6'O/G 1�I�ioar.. � � � � uj Lu ^i M 4 y 18,•o/c �'� ® IN LL cy) ' A z �n -- GEAR - w COLUMN- BAC:KP47L �.'"' _. t SEE 5TRUGT. ca cr -�AW, __.- �- CUT OUT 1'1TL DECKING � ¢ O . �.. . •'I X1 � STEELDwGs - ,r b x� •. •• � • AS RMV.AT IN.5ERT . r � it 1/4 Z 11: 1 EL.L�r.- 21`r ,p,T EQUAL i`'At �QN► CT N �+ oiC ,2-1/70 STUD: • • , Y t 1 , GRANUL-AR 5OLT �R GRANLILAR U� BOt_T.S • A 0"CK ILLw SAGKFI E D b DO111.5 8"o% F �' L ' 1�• A . ,. • • --� • • - . • 2-. •+�••12,E GM��WAY Lc_1 r 5LA804 GRADE. 04.17'o/c TACH WAY SL ASS ON FILL BLOCKOUT W/ PERIMETER - GRADE 0 5 DUILEl.s A 18 o/c NON 81••RIN11C'GROUT 7 �►"4 t�wEL:�A l8"o/a -04 4 ,,riNd 5 �1 b•1(T aJe . ......____ 4 06 I • . • � Iow�lY � t 1_6' . _... 7 I-1 0 6 A 8' o/c 13" LIZ 12' /►&0 17 o/c 4'-QJ -. 3'-�" 3'-.� 5 I/1"TN;K CONC.PANEL �,: to 3'-4. 1-4" -. V SFS GEOTECHNICAL F'II..INCx ..•.. REPORT FOR SCI.EDULE aASE: GON R uJ.aLL F&EL- „ j > u e a I/7 ■r-ra 11?'�p-m i/7'-r-i0" VT■r-�" h1T$. '� cr. . �""' � — SEE STRUCTURAL STEEL ��r Z I �'r�s � o S JOI'v� •8 o60 f .ANrG4�ORS COL MN em �,' 6, 6_ 3'� DEEP U- -� CARE 6 TO 13E TAKEN IN TIMING THE STF'I.IC'rLE� X � OPTION `�N SAW CUTTING G'PERATION. F THE JOINT r x 1TT TOOLSD 15 CUT TOO 5C.ON THE CONCRETE WILL 04.17'o/c EACH"Y -.� � PTTL.DECKING-SEE �`" �t STRUCTURAL STEEL ( � � a� OFt"ZIP-a?IrP" UNRAI/E,_AND F Cllr TOC LATE THE 51.APS 04�'I?'a/a C,,N ll jqY FRq W [1 tv ides WILL ALREADY WAVE CRACKED. 3EE ARCM. -- SEE ARCHL iOLAb ON �, • --•-t uj EQ.T FOR OET.,IL -�^ FOR DETAIL C o i o • o • ' TQEpF WALL ' C� VARIES- ".SEE ARCHL 5L,48 REiNF.-E>J NOT RUI-4'NROUGH TROL JOINT ,` . � 61J�T JOINT . '�''� 4 _ �$ ; . ., -_ SEE GEOTECF,NICAL -�' ..,• N D0, 3 RUN REfNF.TI'1RU RE'P'ORT FOR M,66E SLa5 ON •10RalT �' _ Sri 2 r �. GRADE w• 54 S4 PI1._lNG1: - ' � b►. -°�' `• ti ` ti m I =ME wm 3-03 TOP CONST. JOINT 3/4"o x 7-4'.SMOOTH DOWEL, 5-06 BOTTOM 5.¢ V ■r-m" h r'.r- r'•r-ra" (GREA-CED ON ONE SIDE) ! � •24"o/c ; CONTROL JOINT FIE HE 1 ,,.,,;•,.. ,,,� ``/ 04.12"o/ ,, JOINT A. - GONG,SLAB ON GRr4DE- r. o / cmc 2 I- 4u 1 04/[►12"�o/jlic , lei - . lei(?'•TCP } r` ,, , SLAB �" ,/ ', 1 ~ �.. ,• ' y�,-. .,.•.r... . T- • 4-06 Job leo; -2065 v w s • • _ By: DER r - y • , • - , M1 -- I cil Dater 2/1 •, ) .•. 1. _:hll j, �a k C(1 - „�.11 . _ ' 044W ?- R -- - 04 x N 18"a/c 06 TOP t�lC7TT. MLE CAP I, L •.. •i. » YJ .. i t` '.11 -.- '- ,off'. �, ~ ' •,•' ' .,�. 34 2• TOPS BOTTOMi '�" PILE GAP{�EY� r " 1 ,�',t w.__• . . ' . `, ,, ,, . 14600 SW 72nd ©UP 96-0607 • 11 of 51 « l y 2, 14 or r FILE: ...•.+.r 0,00 '►w..•rr.^Wip+M.w• •w4� . ` 1 a r�qM, �' (• .i :r!'ry t1„'ter • _. r i � • ^', `�, . ' ... - y „ ` F _ _.. '--+siLl"Y_. .....w ..... ... .,_. 1.....:.. .}w,' ._..d.J. .. _i. _ ....r _ ..r.. ........M-... ..a.fw a • ., _.r- ...-.. . a o-1..._. ,. ...1",. i ... ._. .••!![' l" E ..._ r, _ -...:L� -. ... .. ......, .w.Cj+...�� f IF THIS NOTICE APPEARS CLEARER THAN THE T 91996 DOCUME,NT9 THE WDCUMENT IS OF MARGINAL QUALITY: MICROFILMED 11111Jill Ill Ill IllIIll ill f I if If if►�Iflf I I i`�If if I�If 1 111 IfI�If Iylf IjI I IT[Iplifl Ilii 1117111 111111 11111 111 1 1 11{i�if lIII1!!I lIIIIII!! liII�UIIIIIiI�I!!lIIIIIIINIIIl1!{II11f1111{till Im{Inl Iln{rlfllll lrrrlllninrr{nu Ilrr�pu llllhmlrru{an Iurhl�llnrrhul tllllltuiutl�lillllll ertlt+�I�,Irbll Ii1ir r��m� nr{m� I�Ilrftt nel�iri loll Irlr{mI ►11{Iru III • ", , ., , a .. .`? u F; :is •. J - IR a , T FOOTING 4 PILE CAP SCHEDULE 1 a. . �� OOTING N, 1Q1�� ArJ�1•�C�R M d 1 ( I *. h wl u{� a�lr r u n A,• �GI,VrLT�t.+{f K3 SOL T5 DETAL RE AIRKS �• •.. { t • ,. •• • ' .. y y try , + .. ...y..-._•ww+�' - ..+•.•.--.w r• -___wr..-..i+ - ._.. y- - - r: 1. 'y. II« d,. N4/ "K+ lri-fi/ 51- b" - TYPE 31f �7 1 G • 1 1 1 * t 1�$" I®-Q 12'•& 5-4' 12-01,tIt-W TYPE 12 Ixaj 17-8" b'-ra 14-0.1 x 17-V TYPE 3 055 Ln (P' N 1� �.� 1 • • 1 I '" -8 id-PJ 12-O7 x Ix-V' TYPE 4 w �► Ct1 1, ' i I ,� _--____EC•�14L_ -.__E�=- .- { �` . --- .•-- ---•- SEE pTL. T'YI'E 3 C/) C7 SEE DTL. TYPE 454 �j1� 11J CD uj SEE DTL. TYPE? 054 �-- 1 i J•--__ _ _ _ _____- ___ _ __-_,.....�.,,,--..__. - _ fdal4l.' »Gxt/gLb IV-05 x 4'->a'' 4 ..�„■� Z 6" ~< O 7- 3" I4'- 9'-O, -«7x '_6" TYPE L - - - .� , _ _ /� 10-05x4'-0 4 � < 0 L' 7-3° 4'-b" ,fir-O,. __ 6-#Ix8-b TYPE 5 uj zLu Lu C�3 •r g' "FA CH WAY ! !O-1105 x 4-0' ;: - --- _. ___ . _ _ ® ?-3" 4•b" 9-ra" _ 6-81 x 6-b TYPE 3 ,•A• r-•.a'r y,,,�rr 1�--_. --- °"g:._ __ .^_ .__-___.-� ,_ - 10-� x 4'-m' 2 - - - _-_--- -- " --X----- -- I! 7-3" 4,_a g-01 -' _s'1 x 8-(�" TYPE 4 v �` 1 d" � ~ TL AN I r COLUMN-•55EE STRUCT A - C OLUMN-SeE$TM CT 12 7-3.. S C, g'_0' EACH WAY TYPE 3 6 i EEL FRAPING -`� STEEL FRAMING - - - - G7 FILL dLOGK 1T FILL ISLOCK OUT �' t ' 12-�� x 8'-b" 3 Q AIM " L 11 IUTW NON-5,14PJNK p AS•o-SEE SCF VA-E 1JTN MON-514IRNK '� ;�- g 13 2-3" 9'-?• S-m -" EAC-44 WAY TYFJE 4 cJg f CIROUT / GROUT j"_ -- ---- ..' Ffl1.PSLOGKOUT W/ � a - - GONG.SLA$ON GcR.G ,- CCtG,8i.A�ON G: TYPE I •t3 NON BLOCK.GROUT UY n it 7'GROUT ;____ N lot N TYIO. ALL 4 FTG. � -- *> 5" S" WALL FOLiT1NG 1 4 ]N<`. Zr BEYONr Mull 1 >oft iii cc 0 ' � ' 1 \l ' 1- J —/ -T I �/-'`'_.._._•: C� "LNG CL .;• 1 1 1 PiLMG `^� T.O.GOtJG. T.O. � SEE �`�,1=�SCHEDULE ./'�� y-� � l r "1 1 1 1 . •, Q'L"'L'.;2/'•I lCT""+ 4 1. ' -S •� REINF•-SM SCHEDULE SC E k =Y. .• ► ''�• •� _'y ' a 1 { 00- 2-3 4-3/4"0 r 0 3N 2 1"ILE G,4P �' - CO (� __7L ,;' 3,8"■p-m 1/�<■P-�" V55 yr y 1- �� ac .� >ft IRWAMWP� La U COLUMN Calf t».. GRIQ WHERE INLXIGAT� .�- -- 10 1 � _ �' R 3/4 ), 3 x B L Z STEEL A$.SETTING PLAN I I +r3 TSS w l2"a/c 1/ .� i PI-E GAP-SEE PLAN -r+ � ;- -+� ' Cot r CLW Oil VERTICAL ►- - - - - - - - - - - - - - - - .,.� � cm c r -, -'- - �• kw..L HT.OF PILE (C,ENTE0RZ0) NOTE: t t 1 J `.• { I VERIFY A.S.SPACING,SIZE AND LOCATION � 8 I I 1 I I ' •3 TSS 17 o/c , 6-•b VERT. 1UTH STRUCTURAL STEEL A$.6ETTING PLAN � • ' A GI••�OR 8Q LT T"'t'F'E5 CL (,� C9 ' 0 •b VERT. � r • PLAN _ GRIL PD1LE CA!:' FILL MOCK ' WITH NON-SWRIINNK - �'� GO�UMN SEE 1Q5TR=T.. GROUT - STEEL FRAPIING DETAILS 3 ' 1 COLUMN-SEE STRUCT —.- r ;STEEL FRAMING Y' GONG SLAB PIER DETAILI — L ON GRADE 1 A.5.'©- SEE 6CNEDULE 1/2".1-0' ` SEE STRUCT.STEEL 1r. END OF Oil 4 �- 11 1� FRAr"1iNG n ,• Job Nay; 96-2065 / I I v ,. ' DER L — _1 ; —"�+ — r` • IL_ '�. • .. - - ,gip 'S AS.SM SCSI'?'.�_E SLAS EDGE WYONp --- 4-04 .. � ,�.�► r REINF.- WE S -14ED 1 1 I+ ,Y- +a _ PILING I r r i ,. •I I� , _ _ f') 2 - PILE GAF' , a 14600 SW 72nd + WAWNM of SUP 96-0607 ' .. :' 12 of 51/04 'r ' • • •. ..•' , , , . - . , ' O ;1. :.',•/1• , i '► - t ' _ -•.•1.�.1i-ri+.r. �r-.r _r •"r' . ". — . r..o"- ..•..r,1�aY, . f IF THIS NOTICE APPEARS CLEARER THAN THE 'T 91998 DOCUMENT,THE DMUMENT IS OF MARGINAL QUALITY. I i l i l i l l l l l III I t l I i MICROFILMED 1 i�`F��itifi11 i 1�1�I��T(I�! 1 1(I�iJ1�11i(I I f�l(i(J(I(iji 11, M71 Jill 1(1111111( 1 itlnt lrrrlll�t Ila I ,. ., y y ..fl;,.•. u. Pte. 4. * 3.+ '. -:� I ♦ ' ' .' ., .' J�. i ^ , � � "#. !r!' _,. �]' .I• m. r� .�• _r'�` i' ,.. 1' �.. ,., ,. I ;. f : '� ..,,•.,r ..,,lr � ,. '• .ab .r lc•.�" _. t .. r. y�� p :.r .. ,r-. 1, an y✓ „ .5. J . �. 1 J �•,, , ,—•+. II` .•- .• r ... ..5.,., '�''""^4�Y' .v,��"".tl'r�yJ��!'e.. ',_1�,�� ,. .� � a 18 v PER a. r J o _ _ 6 _ �.- Flli.l Ce{''('N JOINT _ IN GONG. i 1 SEE ARrcl.n... ,/�~^ SM ARGNL. w 2- 3/4"0 EX'.ANC44CM6 1/4 W,8 x 24 •rr/, LO cv { , r 01 00 >E � #K2 x 1/4 11/7°MTI_GEGK G 2' GROUT T 1,�4 BTIFFENER 1L°® �, L 3 x 2 i/4 V 4 i I s 9PrlGE —' Ei,�GN$KBE -.., ►„rt x 3 x.V4 r 1 L 3 x 2 -'� �`�- _.. 2-3/* 1 i4A.5CLT8w 1/4 SIBE 8 UGT.3 tEEL. ' ' �• <<-3/4"♦,4$:o r -'i! TT y — R3/8 x 6 x b FOR GON GTION C� It 318*2 V2 x Z V2 �•• f^,' 1•�r--�" r •r-�• w•r-�v►' r'•r-m rD m' � X\tV cc IL iLu az >m LLF cr ca uj 2j UA cc Nv , it . „ , , .. ,. • .. w7 }•' .♦ .. ' .. , ` • • , , - 1 • r #; • r. t y -- wo Job No; 96o6S Debi: 1,2116195 SO 1 , of t • 1• • f- , 14600 SW 72nd 1:' .` �. rti ,� .•`*r + .. - e HUP 86-0607 4 ` Y . . . `E; 13 ! 1 r r ' t r'ti '^ � f"•, v '"�• , a .r r ,. � fel w„ ji+, ?il�Atl�', 0( i 1 '•'• t. � Y `,� "�'� ,`` J' 'f`l .�. •f i • r , .&(°. '� r - r v . . t." .. - ,. e�• : +".' itY"-1i 1�".ftl� ''� �'�",.�`:��'��r r °'",r1, a j J'y, s.M ._ _� _._...... i IF THIS NOTICE APPEARS CLEARER THAN T HE T 81998 DOCUMENT,TIIE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED Ji;l i;1;111111i�� i i{ioiii��i�i i��ii{��ifii;� i r��fCi��l� ��r1Mi �� 1ii�;�� i ►lil��lii� �lt��l� °t r �1111111mll 111011 «�.�1w a.rA � 1 �ititttt tnilntt tuillutitiulta�lturltett tnrhm nrlrui irrrltrrr.rullun IIIIIINI IIIIIr1liNlll�llti Iilt�llll lrlllli11141I1�:rir rnrl�ur nnl►m mdnrrt11rt4r,u rmlirrr nrrirru�1111111 Will n1�1+� 11 �min r nrilrrr nribir ;;rlrrl urrirrrf 11 � P 1 4. 1-` w,. '! + °- -r *„r �i.yJ,a ;,•,t. "' �, „ ^. ' 'tA" - . •i' •r r ..`e" .�' :n �' a , ,. •F• � 'y�Q74..i, r �.'4 ,' "., ', ,t• t :r. , .. .• `p, dt.. - 0, '�:. !r�:k*,.•>':l� ,y.ty ,t^ "! ', ro r. .M�'I 1� � Al. • e�,. .,.#,,. r 1 . iti , 1$ k, -1 ► r .�� - '- Ili P r7 QJE r-T _ . .. 1. o. . . . - a A.. Dps c� o' d ulete,'n; s ,r�,zas prodded by GEM t3ui;dir` s ;rc., Cornp� '.'s Vrit(- t,-F y . +. .: h N !v JT iCC96t ec t;Qo of the 'following codes orld stanGards. . • 4•` r• 1; ' r ��C r Unifdr 8u��dir9 Code . ' In :,osg of d+scraparcies tietwaen GEM peons and peons fes c ' • ti:,3Ma Metol 6uliding Mar.-facturers Assoc�,ation trcdes, tre GEN plans s;hol! :�ov4rn. ti'SC Americo+^ Instit,ite of Steel Constrt.-tionI. . ' . . • A,low1.tiblc Stress L�asi n and olastic deli r, A. �' ' . It 's he resp n�ibit�t of h .�wr t r ri;atr ;, g g . 11 t o y e er' o obtain QPr� oP Dori �C ?es st a^ice? FrJc ur Design1 . ' w .,. - ' • , approvals grid cerrr'ts from .; i;, qna al+ gcverr'rnentQl Ogenr ®.1 �• SI ;,mt:rican Irof; and' Steet Ins'Jute a re';uired. x ; - t �$E Spec; +icction fog the C as;gn o: Cold %r neo. .. f �., 1.��. � S'ee Struct,�rc' M�'mL er5 3. The apF' yir,: c seared en9irl,er r g calculo2i0nr and drawings . 4� I ,". � I � I 'r. .a, 'SJI tEf'► 3 ,ist gin:t;tuts -` I r r r� f, �} i y 1 .� for tre -'silting system does no� irr,ply or constitute Dna . ;a . I ( 1 (" �- f l^ i i I ---) M `. C i �.� f�..) , t L I g n agreemE� t that M cr it a n n f. - �, I_� ., a GE s d sign e g ser is acting as th' ` . • C. ,r . - B. A�egiSn 'Loads: engineQr Jf. record or assign �rofes �fonci far the over�tl 1 St�uc'.�rol :F�am'r Qeod L 'cos: i proje .t. These .0oc;aments ore sealed only in refer®n.e to the ` I g � . .+ . cornponerts furnished , q.:GEM• 0 'Roof p.. P. 0. BOX 83� • , . . '3► Oft-%-e Floor 95 pI �f''1 I. .•the contractor �s regpo,)sible for the accurate setting of :�. AAorufcctr�ring Floor 7:, p_f1 . BRiGHAIt� CITY U�' i84 �2, " .. r , " ash r bolts and erection of steel in' acnor'dance �rrith FOR �+ l.i�r;t 'St -rage 5. . F'T �$ot} 723--5QpQ ' ' c��_ �RU 'f! " d � . cmily. T%r>7porory suppoI guys, CMI r'awin . 1. , . broces, falsewo�k, c�ibbina or other elern,ents. required for . i. ; ' 'r.�1'1; ,. 11 2.t ,Cave. t.oc�ds: � '•,.. ,� ,, , L ,, , . •„�, : , ., „�- erect��n wi11 5e determ;necj f�.rrn:shea, and ,installed mt01fed1 b lace L^til Min m. m too li', I4Qd shcz l to r.sed .irt the at�serce cf ;,r,ow load. Wnerr snow �� ,trcctc This terripprory t,rac ng must s air.► 1 p I 11, n :� t- . `T%', a!' components 'nc%tiding, bus riot limited to, pvrkr,s, girt::, IriZds do exist the maximum of either iNe or snc - Vaal; be usad � n aes �n. ' . x : rw . .. .�h 41 r. ,: sheet�r,g, uplift end flc^ge attics-, are installed.;.Ord �'' Rcof Snow, !caa• 2� pst �,, ;, I .+ , properly connected. T. ouila�ng shcll not be considered :, ; Floor lyivt' Load: MonuiactNrinI '2'S p f . ; ' :r.,' t, �� , ;. ' stable urs;ll all connec.,ons are co�nFlete, �41 FI^or 'Live Load: Cant >tc-�agc '25 p^f , ; . ' A' iv Ar~:F�iccn In.,titute of �t�el ydon5tructior^ (ArSC)'r. ,Y � . . '' Floor �';ve l.cac+. Gf`i E C sf l~ieid m ifs ,t'cn Do` o•t mo0 n ois: �', • it r ' c 5 p e,cificotion or .'ie des n• • Fdbricoti;,n and •rrg1tfici" C. , , c'.. �. s: >?� , Y . . Y 1 0 girder,, 5. Fo�r.ndotiCr design 11r any other const to dFsign work i5 not by* p f -: , .. 0` St ucturc� Slee; 6u;idin g . ' ,,. ' 1. incluol►:4 holes :r+r0u�r the top ond' bottom chords, GE►,a Tns foundation an neer is soiel responsible .for ,� . t , I ' 9 Y .. . , a w.*thoul the writter consent and directlon ;,` . tree G.E.V. ' 3. '. Wind '._Docs: S'�� tee!' dost �ns-itute S�1t` °Stor.'� d S aci`icgtioal o!�*d E'� meet. determin,hg the epplica{ale 'ooa comr,►netions which wiil govern ( i ' �; 9` the design of the footings, foundations and piers. , In ' . Me:hcd 1. (NcrmQI Force ♦M�th,�d) used in design. of structure. `Drib Q{ Stendo►-d �rattice. , . _ I', c� . . . . . . ; r oddit;an, the foundation en9ireer s. responsible for Bc.si'c Wird eed 80 rrrph . . . , . f: a ' Nr'r d .Seg na on P. e,s e s 5 4 sf AY+S �mcr icon �Ue1d'ng Sadist, (AWS "Strut+.urci W�ldir►g .Code." de,er�'in' g ,,. required anchor bolt embedment lengths ar► c ,.� t: r .. .;r ? . ' . E xposLre Cctegory details fc t _ ansfer of all applicable shear and ,el.sion ,� i 1. .: , ' Alai Amends^ lror. once ' ,el 'ns*'-+Lte (AIS„ "SpE�•'ficatio�` loads to rye cc icrete ?Datings or piers. a. IImportance Fact. ; 0 r ,, �- Bu ►ding "ypr Enciased f�r the Je .;gn of �orcf F ,rm.ed Steel ,,ru�tu, cl Mamb�rs," � > , Z- ' 6 Anchor k'clts and ar y o*her i._ms embedde,: Ir concrete, 4 r Sc sr� ., -Docs: MEVIA h'�tc� 6u (ding '•'arr:fa'.'ur rs ASsaciGtior� (1rSBr1,,4) "Loki: Rise. ins►ud rg, b�' not i'mitEd to, mcsonr; fastener and gnc^or�. ., �,. ,. �, Euilcina Systems '�?orl ;ol.' ars r-t . , TEM, ur!ess nctEc on plcns. Ix, F Stotic fo-:,e oro,,edure used in deterrnin;rg !cter•al farces co' , �r. frcrr, any hc: Izont... ^ ' -'' •direction. Seism►c` forces urs ass�lm'ed fo :,ct non corcurren� y tre �::reCtic^ eF f' each prir:cipc� axis :f 'ne structure. ��F' ;� �,� g.. - -OR GECI�; i. Observoticn ',sits t� tri s: e by any emolo;gee of Golc4n y�. � _ . • • .' I . Er~p�re' Mcnufacturir,g shall not be ccnstrueti os �nspect�c .,. ' S='ym c Cone _ j A. uY ere- st*; l �ICGr c+eck is requ,re'd for diap1'-cg,, strergtr•. ap-jr'- gal cf conscrvction. . Zone Tactor 'Z; 0.3 A. F'ers�nn.e Cr�aal fica_tior.s: At. co�trc:tors ore resron; ible to ccrnpi; steel flocs• deck. .shc11 .purply, Frith the tote-t r�:quirRr^en:� 0, II-aartonce Factor , c) ,.0 with the qct iliicatiorY requir.erler:}s of tris. AW` -carie rek;tivr tc welding SDI, Calculbtior,s include +CBC) rc;port with !Dari and . `1_�•, J''-JC,�JrCU Sy�ste-1 C©efficient (RW`i prod du,,-s, w, ,Jers, acid weldin•g� 'op.ero:arS: Only quclif?ed ;nelders lateral shear c'onac'tiesr ' ,� - - ,. , 'J' ' ,- Tr:anSverse (few) 6 1 f' odvcirg u..cc,.tcble :gelds rr'czy be er''.;3loyed .ir't the work.' - ,* . _ ' - _ . �• .r' 4 ^sit diriol (Rw� ' 8«Lower Se�ti�-, � er Sectign if drt�e .of ', Br'•ificC for exceeds six rno~ith5 weldsrs sha. ba 're uo ified r ' o t► p t q c . Steel floor ne\11ck shall oe irn,che- dp_ep x .., width �=�' -r " Site p riCd .Cr`eft�cient (C) x.75 ' bar tn'C appy ricte tests: . : �? r1 i cf r w" -� .P _ .gp'94 m. imwrn '.un ess r,--fed of r 'se; G6Q �olvOniZed. �� S. E - I,, des for `ieia. weds: E�70XY, un,,,ess ricteC otherwise: �• Miniri�um S "in 3 /ft.) =' 0.29 , "t ` 5/". AL.xi�iary once Gollaterai Loads F-6: XX �na}�, Ce rsed. for w+��dir , froor an:� roof dec'i.s. Jvlinimum� I '►n.4 ,`ft.) _- 0.38 J Lcods .to -tae ��ieG uriforml .•over' the hot zontoI pro ect,�d stress 'of t"e _ n' F - .38•-ks�. . ,. • �Pr YL/, 1 . , y 1. strut;use unies- specii ed otnErwi:e. Fig;o wed are :'ail pre--qucli`ied welds. . . Collateral '.cad - Roof) S pef � . . , .4 I - .. . ' I Pe AL�� ? �_2l.'!RE•MEhTS• • ,, 6.; Lcad Corr. inntio�is., .. GF`A �;aitdings srhol'! •design 'alt pri^rory frames crd secondary structural �ner�ibe:s :n . 4. �T ; ' ; '� .. • ',a oc,�;rdrance r,ith load c,rn`winations os soec'tiec in. *he UEC chd (NEMA; p q p + n T ;� ; T r.� , S�ec�o' ins ect�on re u�red e;' ,994 JE., ,-ec 'o 1701. r- �e , A1• 'Shok applied prirr':er (unEess Specified othFrwi:;e) is ,,a �. 5F3Gic in�pI ct'ion 'i , required at uoefu�ng of �nc'^r►e�-�, connCctions � B �� .� � C - Tcft r.�; T TEFL, r:st inl1 tiitive casting. 'i'h�s protective Coet%n'� is nc,. `. , per section 7743.5.5.1 . and at be .;n of #seed tasted -riorr2nt , IR:�� R g in fes. jea fr✓r. long-+erm. expcsur to the e�'�ment5. connectio^s, per section 1701.'.6. See ere�� sort dc;ta►is fc- . weld,r,q dnd. bolting ,requiring aaecidl mspectior• r « A, '�a:er;c- Spec1`:cot;ons: . �,w '`h F I N C- ' �ti �B 2 • 1. ��'a�F5 dnd �loTas: ASTM ,�-36 ,Fy=3F. ks , A ;72 F -S0 ,r Vityp cs o'_.ectrkn . - . _ w ; Ii ,�,�,►� 8. Under l.16'' 1994, section `�0 '.5 +att+'ch s s ^ 2. G r e�s a �d waists: AS?"M .a-:.�6, .ASTM ' 242, ASTtY1 �,�=41. J . , that require �pecioJ in5cec�'ror:, the cbo a refs en e.d �o COF P' A� • T A. all 1" r st,."i th connec''ons U'!Ilz'r X325 bolts• ar , - r• �." I recd cs follc�h's: t . . l �•- J•'•' . ASM A570,' ASTM � `)72, ASTM; A,,88 9 9 9 - - ' ,r' ,order 's'iear/ocarI,�g '.ypz. 3oits In tnAse ccnnections'.are to be '.)F D�C�! �_�YoJ j-- ♦ 'J 'r 1 F -.SC ks �'Q ;� i^stQileC and tight:hed ';a snug tight condition in . , ;7��'l.:S.� S�TRl�1C?"URA:, v i.OING. . .. 'Y :�, si Loc~,rdct:cc with RISC Ecit!co','Jns. Tnredds are not r y ' ,iE�ZA(v ,Vi~ F'`�AN 5 2 ,� ,� _ ' ►aqc, -ed. by desists ' t•o .be exclu.Jed from •the -shear plane,, ' t�ENrRAC1 During the wel�}ing cf or,y �-�e!rner or ccnnecti<,n _ o. Tube A,.�M .�5�,0, �rCde E (Fy 4r, ks�) - L G. E' a Pi TM A501 F - 36 k�i� „-,4--s soeccficolly nosed otherwise; . . :r which. ;r51 . QE.'si reG� . tp res st 'oacs end for.es require;' by . ,1 L�Y�U'� 1:11 . 2. pes' S y - � :this code. �r { 5. Cold rarm Light Gage AS?M A5"0 (Fy - 55 ks } _ _�- 8. ,Ease 'plctes are desic-k for bearing w concrete w,'';ch1 . GR ►�N� !.A aU T S i F- F� d _ . . Brace Coble, A TM A4 72I . ,, <� 7/ Head;d :'`.ud 'Ar,nc�''s ;SSA) ASTrut A108 ~os 'o mY;inimurn 23 day sffength of 3G0Q pair >, -EXCtPtC1 :. NR - , ,. �Y'r.� L ELt 1►'A T,ON S �--- 5 T ' R. Anchor Bolts SAB): ASTM .A307 with. ASTM A563 heavy hex ,. . ,� ` ` • r 4 �h l + •' of rwise. G.E.k tides the A'SC formulas for aeterrrt�nirig thA .. 1, ake4d'ng done .n on approved fabricator's shop in.. 1 , r, 1 , _ .. . r'.:ts ano tic, de ed Gr,de • wo., ecs unless nE eu a rpqu,-ec or;chcr bolt 'dian�etP-s: These �armulos or�;.bdsed , ., . .`, . : .' . occ. rdonce Ailtt-� section , 70'.7: _ ._DING SECTION 5-' 7 THR�, - I f '� ;ti t•.. ' . 2. The spKiv inspector 'need rot be continuously present Y 1 :;. St-uc tura! 6:a;ts: on .o stAel-tc-steel shEor r.+ane. f e ou do+'on - . P a �, .I r m ry Connec'ton Holts: A �; CTIoN DETAILS . S- 12 HRiJ S-- ' . f. engines+ chooses not to use ao" embeddc:� 'shear plate` to' f ,. during 'the .,elding of the f6iow'ng ,er"s, provided the: , 1 �4 0 iiameter1. , ASTiv A 52J Type ti tror+5fer t1',e requir-d i,00ds to the iaur'dot'on, the ;� � f . mflte''ia1S,' q'3olificati'ons of welding procedu:•es and wee .s r• de; q. . h Purlins nd irts o 'CUn'dotion , �r)gineer shall p :.vidF' blterrate details .to .. -''� ore verified prior tq the start of work; perioa�c spFctiGhS ; "' 9 t G.E.wt. a�r`tich w 'I de,aelop thF� full. cctpo.:ity of t ►@. off'+shot t are mode of .wrc,tk in .progress; 4nd o visgol .nspe,-,tion bf' f*qfl 711 j ,, . , I urn.. ar d rafters. o e�9 a ►� ,/ ;A . c� U r . . Y A/i:_ 11 , t'•alt:�: nl� welds 'is .mads' prior t+a camp,eti�rt Cr prior to shipment -�- a» r #� F ► doff W 10 IRV� f RN�fHilill�Is 1/4 2 dia-ne ser, ASM A 307 GrOde 5 n pp ec ' NM�� 6+ YP=1.1` id.aiT� _�01 T`„�. AN� !'�1RU '� 1 . .. C RI'�Ob JVei�1�1g:' •ew,a Su6�►& i rI. ;' " 1 s rJle weld: 'txGeedirh 'die 'nth „"'p1e� +� � • min. 2 ba is pe cc-ne_tioP 2, Sin&e 'pLm .f.' t nQ 9 . . . . ' �, A Tne seer► ist ar,d g �d suopl'e S� ,be espon8' .� {7i91'nm); in side: , 1 er I r all r ibl +' .:' . S. GtIden Errlpiee Mc uf,,:turinc (GEM; iS an approved fobr'_u'or of -for tne' desigr of .3rl stew jois$;� nh'0, r;irders, em�ic,y'ing ' ' -. �; -, • 1. ,. - ( 'b, c, t :{ r.v " r ROGERS MACHINERY c . £trui, t+r"at steel referenl�td ►C60 Report FA '340 fond N5 the_ direct� .,upervislon of o ;r_ensred prvfesfilondl . s• ►, Y. .c 1761,5.6 HIG4-S ,RENOTkf G0UnilNG As requ-red by c,haGtwr 22, .� artificr]tror �(��T. �pbriCG?toon cornpOse with• the latest a,:ition c , ,, ens+neer. ' ' n ,. ! '`+ r N '' drvisir� rV. Such irlc•peCti•ar�; rrdy be pA►:firmed o�� c the •oliowir,l ade4 orad. standards •1 ,- , . , . T,. 11GARD, OREGON . . periodic bails in accc1. rdc-ce with tne -E�q �Irer�,er.;s of COVER I I . . V � . i ., 9. C7ml.er: 411 i9ists .And girder's hGu d$elg.7ed in cclmber ,,r,-, sedtrOn 1.761.E. . ti ��. . .a I , . per ��l spa�I i`c4tiorre, vnies:� nQ'ed atherw,s+e. �'ki - �,. D . D� ��OIV ��JERAL, COMT'RACTOf� ., I,r .. . - +ol �. .y.� r. .� �• r ,� k . .1 roti , , .11 , I It 14800 SW 72nd . i .. i r r 'i '.^ A,,1 t ,.. A • . • . ., •` ,.' r . e ,, '. BUP 98 0607 �y . ,,i vy. t,' , , ,' ,Tll ` , 14 of 51 , 1. Il �r ' r Ni7Q` "I I Y 1 'hCOVER � EET 1 44 ' '. 11 a' , , E �' ��J4 1, I i .i „-Mk• , , ' - r.4 1 ,, �, .t - , ',- , , - .a r y w'i . , .J •., �.w4 At' �, '. , -• )..,,U&a. :..., , ...........'I � _ ..a••. - . . i.. .I. . . _, ._ _- _.._._ _.__ _. ..._.__. . IF THIS NOTICE APPEARS CLEARER THAN THE T 91,998 DOCUMENT,THE(DOCUMENT IS OF MARGINAL QUALITY. MICROFILINZEB ' I 111I1�II�IIIII II III1111 11 IIIIII111illl I I'lIIIII11lIIll IIIIIII1IIIII i I+�t�Tjl�i lT, Tlflilil-il1f 1 illlllllillll I If Ill�i'i�I�i ! 1111)I�IM 24 S D . "Id Ii"Ili, 11 III I - I 9. 1 . -. - _._.__ ___ r. - -022 ./ • 1 / • t {••� ' 7, 1 r 1. ,, , ( �„/ 1 .. /'. ^, ', 1 •.•/ _ 1 ^I 1 1 1 4 705 ! I I _G„ ( 1 I ..y._.. -ter.• ..-i...a1.r • .-.». ._i,._r ,....:-...w._.. . � ' I J 7 OL CE:D 00 lot sit 00 �� I• III � , /' � � � _� „ 4 I � � 1 1 � � � ,. • r 1 •M `✓ P ! j 1 � . ` � .._ '';,„""� ,r-- � C �, �. ' � !_—';'� •- 1 �'_'.'� '. I ��"--�. Ems'�."� r"`'._ �'_1"� t;,"I i 1E `i; 6+ o 10 I El or 7-t 1 ,,t•t .'•:.'•J :w t- NORTH . ,, . • ' 1 F •l�l'}151' i•.. ' .:� ', •, ..` A, K , N, �t ►:' P� " F T Tye,. 11ic EX! , ti 1F' r '� PROFESSION& SEAL '°' r.�.. ,� � � fi 31 4 � � PE a��.. � D N vlk�1 4 P �' �- � n w - _ IK t NC* 7 ►ti, q Y,AM r'�"M ail f �! E �'.,' X64 , 1. S. �. r'r -av .hT , 1 7 c�� ,1 1 c � �S._� WF Ct��ET1 LDE . '� M�G J h , , S 4L_. �E �'„`"l1Rt• G- �t, i u1Plf'E, MF A" '1 N D ATE n /� V f SHE`_ -T A F OGFRSi� YkL t r't 9 �=+ I Y 1 �"1 f L R C"? r ��, "t'!�. t ..;:. . �Et' E;Ra�► '�E�1S10NS, , r;^ n f~g /3 P. 0. 'BOX 832 Y' f�tV �.T:rERvw5� t,r,. TE��1 .. : t_ C' S�;,Ep�' r�,a 'pp ...• , �/a B1trG�1AM,Cr Yi, JT 64302 TI „1• ,�� . `r �N , t PERM* .r CADs OR ....... n. Y !9i tdV. ' CCLUkiN E A E �Lf1f i *z* ��}�. �t,� �/� � � 1 (jNLE'.j-.. C Ir tiolden..,E Ire c. ALLOW 5 ORC'.E' :�lr ON AEL Ar�.crrGR �!JL? ;. 1 G; iy, 4�- '� '� S.D . RA GENERAL CONTRAr_JOR ASSus, N .�� i ;vo�F� ca:,Lut�tr i�ASc, � ��:..- Vie' tg9d ', r AwN . cH a ATS y �u� ANCHOR BOLT PLAN 1� NUMe� r : r�:r K. STOCKS * ^;i pas,"go 1/0" _ v-0 , 46 49 141500 SW 72nd E 13UP 96-0607 + r t •ti'r, i ° .' 15 of 51 • AF• IF THIS NOTICE APPEARS CLEARER THAN THE MMT 919% DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. 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C►RIA CflNTAI. D PEN' Plc"+t .V TME MOf'�R1�' . �alDEw QAP9RE v% �,il RIGHTS ARE PRE � tSL-PVFD ANC !, t.+AY ryC1T EE P.Ef'RWO -�ED �% MMCIF 0R PAF-,,T N`T?tOUT TMt XP°I:SSEJ YIfR;TTEw C�N�E>,T �� Gc:Lf;1EJv Errlf'�RE �Fy/• '�!+S DR!A�,W'.3 h & RE' 0 TO a C�tPIR'" t.;. AlAt P OKSSIONAL SEAL .Lr.r•.M. -iis D 1 S ALL URNS GOl M TS kE &T RL��VtSiIONS H6ATIJ SHEET , a t': ':►r' 1 1!.~ '. j.R'; r A: r kcO APPROVAL� ROGERS MACHINERY Istso d� Ftr r o. pox s32 SWCHAM CITY, 10 TIG1� D R (801) 72�--;Dm f O S -- 3Corder+ Emp ire +�I�anufo�cfiur�lp Inc. ` S, D , DEACON GENERAL. CONTRACTOR 14600 SW 72nd i, w•, +• , .' SUP 96-0007 •t b lit 21 a,5, �. : , « UPPER - LE1V L1`. CRANEPLA�i . - now~ ». 0, CL;1K; 9639 dWW=AV*AftN- P1-(^ ,N 4.. � •! , b .' . t P}.: g • _ . • { - , I♦L : +�',. 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'k ` f?C HE >�- �� WALL P ANE L -� � / ,4 f . rr - ) 1 f4' TRAX`! 1 I .. \- 1?_14 X 1 1 i4" GU TTEN r . . 1. . . '� / . "I r. • ' � ;' PLAT $EALER TAPE wr WASHER . TRAXX 2 SCREVI, At W '0 WASHER 161 FLIP P!VET - r ''�T'""' E.'_...-.`- .. r t PANE CUt_Jk ` 3 SIDES ' , ' •'4 1.I. ' R' -20 1; FASTENETt IN TE GlRTS Y . WALL PANCL ,-- CUW'f.'SPC�UT. 1.,` f, . i - 1 I . Z U`tUN , rJq ! FRONT R r�j`a - 14 X t f i 4 Y , x ( {1. 12- ,.' TIM)x �'+` /8, IRA .I t s - �r IV/d) WASHE 1 . 1.j'-0` OP. , r " FLAT SEA ER TAF' ----/ . 4 w/° w . " ,.*7! :� I ATTACHUENT . -' • ' - �I. , ,.. . `T_--'...'T , , 1. (8) POP RIVE,� r � r��■ y+�,�• ��.. FF.�ry. t��, -W� ��t I '�'� .. - I Wfrw tA.lYi d F� rr`, t ' i r 4 `RAs 2 HASL 1�#� w /1nG .. . .� - i lL ,,�j . I .. .L �ETAI L I: " � IDsPouY AaI . .. iaProa ArrA HI IEST . . P� wN P ,� A figs �a c T. I . �► 2 ECt . � , ., - 1. � I # .. . I . , oo s oU s.uc I . I' .,�, , samemommismsop" D �. . .. ., . . 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A 32�N L 4 c,�c0 -B'h ' �' / E3ETWEEN STRUCTURAL 1b 4 �► ' Ir A32 _ _' 4xV�x 2" *1a 9 V."� A325N t 4x4x� xG'-8''�" /� I xe TS 2x2x.Y4 COLUMNS TCl a - 'fop p 9E 4VF C4 'UMN � N118 . `a ♦ 0 A 32 N X15" T_ 40205" ._ ,4.w.__ - 1.i-a Vz-1. � , . A ATTACHED TO STEEL --'..�r • W21 6 .1 �+ �+3'SN ;hfE 4�112x1rr `�'�"� (2) �4"¢' BOLTS / �% f ' , 4 STUDS (9Y OTHERS) "O" PAN£L " ------ / CONCRETE WALL � / '1*1 �:: � 4x1:'zxl7.'-�' � o' 4 , a �Y�a _ 1"e A325N W i axV`i>i2 JL 4 4x1hs I , (BY OTHERS}• �, � SASE ATTACNI�ET '.� I So A 1 ':" 1 . �. R SCREEN 3 SOLAR. I I 1.� . I . ._ , , � SCREEN� I ITI ,7 , , �I � . . I . . � .YP SEAR" ,, , _ I I ICON , � . IIN, NE,CTIN a "YP IJ�L �. . , 1 . � . . . � . 11. r I . " . . � I I � . . ._ I I . CC?N N ECTION � I 6 I . PATIO CONNECTION C , wi - *II- I . I . � I - . "k-1 10i il, . 11 � � . I 41 , - 4 ., �? � ,.- , PX TRIM1. .. .. . . ;'r. �' r 11 //�1. 2x4r9p ROOF PANEL I : �,_ 1AH1H SHa(!LaER . . . ; WF RAtTO a fI. _ ' 1. 1 . r--12--14 X 1 I� �" i--W14w22 C 8EAN4'' P ;. o, T j/� J! i --D" 0� t It' LL OtfTS1 c"C{3iSt1t�E AhtLl CLiP W�';H TRAXX 2 SCREW . ' VMiH' aE '{,rim, TAPE "� l �4 X 4" W/0 WASHER -y /4- JJ STANDING SEAM --�� - ' ' TOP• do TI;Q. _l TRAM 3GREW 1.-�" "a/C' . "'• __ R Of' pANE1L '14.� t. . , 1. 1. / W/U' *1 SHER GALVAN;ZED - �,: �.l rrr } �q ; ,*, .1 1. " ! '"� GAt wAN1ZED ,,......".--»--- 1 p�'1 1'�.r"t1{E SVPf'L.•R T - b - .` r CiI �/. ,, •'1 a�'�(' •,'.'1' y .'... . ' , �,,,, - , .1, ..rJ�/"+"" __� - 90LTS wt 4x22 -�` �Y �q `!'� = ` �" .�. 6.S. ,..... .pyI-$, W - .. (j ' � ,.I +�',` ,.. 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't ,r . ,-J - r. 41 ,, CONC. tNALL i �. 4: ' r f ~� ! . r , SVS TELT-Up -� _ . � • . .. r . j ;r , DECK DETAIL . . ., 14 DECK C�ETAPL, E K I 1 1, � . ;1 a �� , ...�..�.,,�..,.... _ 1 C? C t3 E TA. L f 1' CE`I� I L GIRT TO UU J ALL' 18 ROOF CANOPY SNE�TING s1 I* 'r a.s. s;. R6 p�j�yR �• �} 't • 1 ., , . . , 'k . 1,+r. 1 » 1,/4 F.S. � - �.. U .T00• •'� 4 1 .. , tI ,1:: �� . - . +1 �j' x. - y.. 1, % , . `N,; , ' . 80LT - 2 :Yi" I " - r _`w Gr CK • ' • I. • • ' :`�' . •. , . %,• 11, r, c_ IL a. WF RAFTER , Meow all+ COLUMI .N r . , .I I I_Z' — ...: 1. � + ' 1. e . ' it L. . . 1 a .1, '. ' 14', ,; , 1 .. 1_1 },jib+ �.-.w-... . J a, ' a h ~ ttr� , 1 1 x ► - I. -It ,«. �I.) '�11 PROf S51Cl1"e.4. Si~At. +5 ONa'►w��G �N uL��F Af��Jh �oNTA; MI 1TH .Tr dF (;(_ E MM ALL *44 PART Ali Expnrl ,.Y KXRVW AN[) 16 MAY NOT 9t R UM IN W40LE oR PraRT NATHauT THEE Seo uMRt?TEN C'�td"SENT c� Is rNtAWiNG ;HAIL 81 TltRrltr ! Co�lk�1 EbtPMi T . - N0. �. t?N71� 0 E I A i15 �f T. ,' d. 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TN WF STUB SEAM•---/ v.1+ coLvl�v ' � � . �~ �S ,q.,',', ,-4 -1E5. Ts 4;A•xY4 _ w12 r� �► . . f b 31 MEZZ. SUPPORT CONNECTION ,32 BEAM CONNECTION �► ENTRY %33 BRACING CONNECTION � 134� BRACING CONNECTION Zg UPPER CRANE COtJNECTION BRACING CONNECTION GIRDER TOP , CHORD Y4 * TYP E3vTH �IF,�ERS '* GIRDER ---, A 6 . � • BOLT A325 1/4 1/4 /ff ■CAL+TION! , BUILD'NG IS tATEF'ALLY ` �'. UNSTABLE LIN71L 1Ht$ PRO> SSION,AL SEAL. ni'S ZAA .No, AND ALL IN A "ON MOM1' D I7 AINS THE OPQRTY GF Gu E'N EWQ'E IUFG. rA +Gr Ts AAE PRE5SLY RESFRVED AND IT MAY NN 9E FEPRt7DUCEP tN *HOLE OR PART WTHWT THE EXPRESSED WRtTT,- CONSENT Of GOLDEN EMPIkE MFG. THIS DPAVANG SHALL BE f?ETUR�rfD Tn GOLDf-N EMPIRE MF1;, a1 TS RE S�• CONNECTION IS WELDED. ' .�........a.�.r N0. S DATE - 1(1 ;y�l� r`~ A DRAWN FCA APPROVAL, 12/5js ROGERS SNF7ET APIRDER BYM ACHINCR. � � ix8x8•- - £ '+•.8xg 1 L' ISSUED' FOR IT P. 0. BOX 832 I l CH DRG >ia.%+t;r G PQM t2J2C,/95 ' \' + 8R1� tA1�1 �TY� UT 44302 .�, 14600P96-W 72nd ' ► TIGARD, OREGON �-- INTERIOR sE�ri_ .�A .._:,.. 7 o ss-aer�7 ti-_ fib (S01) 72 S0O0 37 of 51 COLUMN C1t�t�?N ' • ' � �q� r Odllidrn S16 1, Er Monutact+ur" Inc �. S. D . DEACON GENERAL CONTRACTOR y, 36 GIRDER TO INTERIOR COLUMN AWMI LIZtx k »' DEC.1 .?, iVs A ASE 'TI Q ' .' • ,.,,...,,...: - „ ; , ° :,S•, aRIN CLARK � 7? �� 1•., � ' ERECTION .DETAILS,"', • -1' .V SIie' , , • 1 . , a t• , 1. ..a n p,• Y - I r .• M ,. '.r ','f,.,F. '•Ir ' ' ,',y A - r,. .•', .. - 'i. ,f ►, 1~. .. .r Ja 1A 1'A d.1 -' '� -. ..-... ..,.. ._. _ _ _.. _ .: ..iii'2 . ., I ,. 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"`4.�-�/ / ' ' 'd • , - .rr,t. , ,i, ,1 t I I L J. +� 1.1 ,, +c$i,' :a 5.,. • •r , , . 'r , t Z4x POUR AN/', CC 1 0 ,ti I r`r ;,1 4' , r',yy._ ;� * f Ir f i i,. 1' J .� 1f X` . " k • `d r. 4 1 ( r 't : .. t r , ,, i. tt,t r. 1 - ' ' '' I i +. y +. %,�, »; C JAMS . ter, 1' S 6- �;; . ) S�: fits . • °, *� ,�b�Atk �' .: ,/'►-;,► x �/r mN1x , y ..�!-ll: .. ---.► I — _ , , . : ' ;a, t , 1,. 10/0 W�15 ER, " 1 I1, x40-- c ..__.� ° •Irv, �,..tt ti_• . ' ' - .r - -, , 1 • - f .. , . r ` .! J Jr . t I 12-14 X 1 1/4' , u, S� •t" PIPE ' ' ' SME '�rr�G� g` I �,t !2 2MA X 1' 1 4" � 1RAXX 2 �1itf� >cit)p r r ,.. - ► .F W,. .,i,±, 1 p ». , 1 ::� "r` +.. (4 =YA"alArc r p ,.-,. 1. 1 /�' ;/ "i T,r , ., EiOLT` & NUT'.OR J�1 �,, , 1 y' P� 1, ,xr 1, /" / f . i y.,/. 1* ,.FOO DE+:K ,� _.,,...,,,....,i•1 y {l f . . �1 � '&ALL �N�..�'�. C�xl'� 5 C to A(�►vE�. r �; r/ /�'; �r 1w bk 'r° • 7�' , f 1' .+.+.w, lst.1+ i E 1I:� / , 12't+L i( 1 ,~if ,nA%% '1 , `r #. . ``. ` , ' '�' 4" SXlif3 Y` v FINISH OPEMi G / le > . . N . (8 vTN� S) r"" "'" . _ a- i , a 2 4 A CIIf�R R _..�„ �'..♦ '.. , f ? ', .rte....... S�N.,. / �/' �'/ / . ,i: �,-'iQ6xY�0'..g 1 ; �'Y t7THERS j �``� p MCI�( I /, r!/ / '�♦ ''1 '.♦ , elf r�� l • b`' r ' t lh^ r j• ,. ,• '• ,1 �� ' ./� / . 'f \\ o + �`�`� t 1 RC1 (2)1 a>�c1 �.c tK t.► " ` . t ,'t? '� ^ 1 • /. �T�1`l r►�1��4 .+ 1 " 60 'f'i �!rV"L I &i NU T QoR� a + � / �%/ '1?�wt1 Y 1/4 PR V!% 2 1/4-1♦ X 7,'Q. ,VAKX t 4, , .--_ I �LOfjR /C �Y \ FCA I"CF' MASONRY ANCHOR 16 w/c '�! • a• o• o i1:, 4 -- - -v"0A 3"5 6 T'; `'-' 1NF afrAM ' , ITS3,\3i*4 T 'S1rPA01�T . , . ,' (�.y;. UTNEKS) ''``�� 1w � . . \ . w/0 WASHER �- (BY t� r: ° � ' ' ' O T;HER S J, ' . ;- .. �r A�1�T1ER S�Agt�G F,AL��1 " INSIDE C't 4SUPf- _-- 2 GH A! N i L ` C W�' � AM 38 �� coNr�E �lor� �N � C E vl , f r 1 JEAIER TAF' -\ �or�cl � wA�.�. 1 �A� T� �Loo �L s�1 � 5 r,: • ..-...�..�._.. ilt' LJW FIPSHING� ! s't > / " X 2 SCREW I A '' 12- 14x1 .1 4 'MA 12-14 X 1 1 4" TR XX 2 01IROER /'.— I£ 7x4'4x1'-O„ ) - , SEALER TAPE \ w1TH WASWER, TRIM GULF w . - 1 r0 O j A t�ll�t)ER 'I'C�P ___._�_ `� 4 1 _p" 0 C 5T£EL ,L;NE WI H�WA�NEF2, TRIM t�LOr� . . - % �` (4) W`0 x 2" t,HO 4 uUT iO C SUR raAKE $tJPPORT SiANJING SEAM - �'; WALL PAN L -� 1 S E Lu E --`� WALL PANEL. a E i ROOF PANEL '^t;�?• w .. �'!`rw,.!.. OL.T A325 tom•• LEITH SEALER TAPE �' ! I `•)/1�� , F.h:a, w `• -..... / 1 , r,�'L/.OVE EC,DE .. .. 'OI ° .: `N , ' • , , _.�,,.,,._ 1 h �. RANEL ® STEEL LINE) - _ ♦ .� �,- 14 X H1 /a DER d TOP k B Ad. HAKE TrdIM ltiiTH OUE r• , r�' ;1 ,/� �, (^! STANOIMG jEA#A ` \ 1. ' .yA %, 3 .ROOF PANEL _. -ow, ! -O 0 C , , s , . ,s A +. „ t �.1 ...,...,...�-- .,-,r, . t,, • ' ' , .?/AI(X.41 x'CR S r";A►' I f+x 2 ��. TFi E �aL DE (BY O HER T51I?E / EW •1/4-14 X t �1 'xl r, 4�,�`' �� .-�" `. " W J WASNEF ��,�.. /�-- INSIDE (5Y OTHERS) �� \ 1,� � / I 'AC�-1JP ; . ' ' Qr1,�R111ER, TRitw , TRAXX 1 SCREW ^x x j / FLA7E , . T MNGOLER W/O WASHER / tiORNER TRIMI f WAL:. P14NtL r �r ;. ,► ° �' ,/� ' WSULAI IQN -" 3 -0 Q/C : TR4M COt:gR . "�� r I i^; (8Y OTHERS) ! � .� :: .A I "'LJ"' .l" z, . \ 1 •x- 14 X 7 8" ,� J •CAUTIONt r , , .. ' . � . ° o�c ' } T AXx S� Etiv �. 2x4 �o , , BkALDING iS LA?'ERALL . �.�._�.. PAJV � CLIA MVITH - YV/4 w'A £R "r, y UNSTABLE UNTIL THIS ,1/4,. a X .•1: 1 �4" • . TRIM CL s � w MV4Ll~ PANEL r QR , .,,, °:', -14. t. ! ..O.NNCTIOru !S WEl.DEa. FZ;2A 2 SCfEW , - 3 -•0" JC R % s, �: 'X (} 1NA" (PLACE EGCE OF ST*wEi^ L NE GI OER OR RAE'TER `CHER . • ' _...•--.. LIGF'iT GA E N _` STE 'LINE` ' PA,'�EL 4�•SfiEE:� Ljh1E � NOT SHOWN . . - GALVAN(Z G C . . . .. ) , >4 A l � GIP.OER ,B,`!U! A(TTAGN LTH 1�-'1c9+ �.: 4' 1� 1, CNvPD �E PURUK "�AXX2 SCE2EW5, 1 , t~. G T5 , . ' " WAI_L. PANEL -/� r,t �-- INTERIOR - ti, . . SE.C1TQN -A►—A ,'. 1._ �- CIRDE,R' ' ',f ,; ,. ,, �l . , 1. 1 , t': •r r ' A• 4 • •T' JIT: M •4,1.%. �� .• , ,+ •, ,. G� O�E To INRIoR COLl�M1� I ,l •. 3� � ►N �,c S Ari RQ ., � 4 ' 1 . E -%ao wR D �`A l �. D i N E R D E A I L II o T L. �- cJ STANQING SEA1 RooF BEGi�1N�NG F�AK� "` �, TRAXx 2'1 SCREW \ ^ . ;1 - . :`t� 'p. , -.' I A/AVL �VLVa\` t L.'' 0.�. \� ' ,.Y •+•,� • _ • ' 4 ,t ' ,Y. Y:lt 1, r ',11 Y •1 \'r tk ' ,. •q ire'` RAKE SLICE -- .. #�` t - , + 't .,I SEAI.Eh' T,+;ac '. . '' to SP-2 RAKE' TRIM. -•.•,` 1; j. . • ` 7 . F o r,`'' . 'STANDING SEAM SEALEEC TAPE �1%, _ ;. 1 t,, t;, '' _ .Ir, ;�: , t• I 001^ fJ P1 y - . • 11- r , q •. ,, L ' cam '; TRAXX ] SCREW y z. :� l ' **• TRINA COLOR 1,,0.. 0/C •' ` A ' ti, , <, �� o'-. ` � by, a a ry I ,;, t ,c r ;1, ,s,: 1NSULA11vN i Ir.LX 1 2xl VCA � x ^'.'' ��,�• - .4 , "�` (BY OTHERS) / /� ,+ f +,i,°r R�CttE SUPPORT WITH -•� L 2k 9C ` - ' - ' i WITH SHt�Ut.�ER F'L'?UN s y. �f GIRDER OR aDGER� re 1 } _4' NOT SHOWN ) "' tl .r;: , , .I r j STAN®LNG S�AI� RgoF OF'F' MOQULE d a , A,e, , ,y, '�d • . • ,' d. 'Y, •. T 4 , i-- '' •Y. •'♦�„ 'r J f,, _ ,i f'• iy} 'r'• 1'• •I ' / r,. . , , . ,_ , ' '� } !~A,'' • • ., .{1'.f�,r'.. ,l ,.1:, Y ` �'!,,+ w' t'�It 11'A ,? ry 1 .�.`y ..J. � •, I4 ,, ., _t ,, ,t.• hr r t ,I . , A • ', . . ., 1• - , .. ,� ' '1 r 't I '1. , IIA , , " '.;',11 ♦A !,. , ' .11 •l• 4 , ..• tt. .; . . _ . . • ' . ,1f f . • '•, ' .. • ' . tl. it . I., • , ' 1 •t. 4 1 1 . • ' , J, 1 r ,X; Y , , r ' • .. . '1'!S' 1. :+ ^c . . 1 S: . v , J • ,t ' . ;' . {, . . .�;. 1• ..y, 1 , .. • . ,1 -. . , -i t t' , - r ..,. , r , s,r..`' � - - ' 1. 1 WWEMQM�A '" AL . 4 t7WA1#! 6, fNf•C�RMA AINEO fN, RWAI S OP f t�FG. t S r RESER AND i IUAY 8F Ef►RWuCEO t!v ;z OR PAFT 1MTNixlt THE EXijRf:SSEO rVRtTTEN CONSENT OF GOLDEN E11PiFt£ MF(; I, AYMINtx S1+ALL QEn1f p TO c�LUEti UMPIRE �lFG, AT ITS RE" T. r , A., AN l.. �... . :I.' �' , t:` 1M...,�y 4� , t �A !aJ!'�-T kyr 4 t' ?, , %, r '. .. , , • - H ;.Y. _ :{ f,. nW't' '� .�. .!' -r 1/ ♦ .7t'16Te.1 ,r .. ' i k ,�, .I., -R o G 1 5 M A C H I H �j� tt ., f D t T. sue "F)R �r20 M SOX 632 1 ,1. ;rV ' .. :��,. ,.ti �. ,/' ✓ �., I _ . 'f{. ' d„i. .. _ .. , , SKM AM CTY, UT 2 1 t . w ''/ v f'�/�� 7 . t �? •1 � r' 1., t� s� �. •wR_ ,w,w�1MMq'I,.ib (/�y,_�` � ..,� - ,. �. I _ ,' w r ? 4 1 t .r �a�Y 1� .� •;. r �• `a`i'. I�•'�� '��rt�'�cr�R1.M t� � t w C :� �, C� C� N oi�NR � o �rRAc�o� , k . t �{� A , '` , I ��,,. i'; .,4- , �.f'.A ,.+.',' ',r•. t, . + I _,-I, 1�'- �. - _ �• ,c ,1 .,,ti �'�, ,.� I” .t, I _ , ..g1. ! Ii1. 14800 SW 72nd t1 �'" "';'' .1 BUP 96-0807 j -�i ti . .f`t i. y •.. • �.� 1 I b I• t d « 4 dt 3 •� k C L Ii �' �t, • �M NU 7/ R' f "�, / / , , 96 � '/ 'r .. .j i' Y . - r , I H - .. ... „ 1, t.. p ,h 'r.• rroi ., '��. '_�1"^-„0* X�g1(, .. t F •f . M !f.'. • / 'fit '1 j:; gy.� :1.,* 1. >Th k t r. r r 'Its' .i , a'. u , z. t 4 '�i k t �; d• V. • •1+ .K, ' G `,�,�,y 1 A W1. IT 1{ f l )' �1 „f. .N /ll ,� a' , • Y 7y n 1 H d• ttt�yy 94, w.�. 1r" 1 1.. 1 itt Iv 0 a 3 P M+ , y 1M :e n •4 Y ,, . +C . .. M" .,. •+r+� i.I •�*e ar lh�'+-'` + /�., _.d'.r :, ''M• .:t t f .S ,,:=i y' "� A'"' y. q:. 'r ,'4 ` :�F'� . , qM " ;. ro 4 1 l r t . r IF THIS NOTICE APPEARS CLEARER THAN THE T 9 1998 D►(�IIMENT,THE DOCUMENT!SOF MARGINAL QUALITY. ��c�or�i�n��.n 1 111111/111 1i�l1�1i iu 11111111111111 I'llllli{ililt �lilililq� Tltilltlllu i If[I11111l1l1 ,� (llltl111111� � 111Ill111l 11111I1I k ilil�111111l� il+l111111Illl .. i I 111111111111111111111i1ti1�lllliil!! (1111!0)i111111tt Mltlllln Iltlliiit 111/1111 illllltil IIIIIpltit1111IIl1 itlll1i11 tli;lllltliilli1111 iiiiiiul milia iiiiiiiil ttl,lhm tllintt tttlti,i+illllllll l,#ibt ili o'l ollln oih111 nlhln ullliill Illiltlll iillllt to I I . . �"" ` _..-.___.._._._...,_ ___ , -- _,, 1 I I 7 yS: TI GENERAL CONDITIONS ✓ 10. Before initiating any construction activity, the permit holder shall contact the (minimum) prior to start of work. Damage to utilities shall be corrected at ,, City's private development review engineer, Brian Rager, (#639-4171) to the permit holders expense. 2/� Existing monuments, property corners, and survey markers shat! be P P g protected. Replacement shall be at the permit holders expense. establish a lace, time, and date fora recanstructiorr meeting.RE: SW 72nd Ave., SW Bonita .Road, and SW Sequoia Parkway ✓ 19. Contractor must verify all existing utilities for bath vertical elevation and 28. The Engineer shall Street& Sewer Improvement ✓ 11. The permit holder or his contractor shall notify the City's Inspector, 9 notify the Washington County Surveyor when the initial ----. P fy ty p Letha horizontal location prior to start of work (pothole before digging if Thomas, at 639-4171 twenty-four 24 hours prior to cornmencin work necessary). Should coni acts arise and redesign or relocation of facilities be and final lift of asphalt have been placed. tY- ( ) P 9 rY)• 1• ✓ 1• The City's standard specification for traffic contra! is "Manual on Uniform twenty-four (24) hours prior to any staged inspection (see attached listing) necessary, it shall be done at the permit holders expense. Changes must ✓ 29. The permit holder Traffic Control Devices For Srreets and Highways", U.S. Dept. of and after completing work covered b the permit. be approved b the C' p P e shah provide to the Ci i in v�.iting, the names P 9 Y P pp y City in advance of work erfc►mmance. Contractor shall p City inspector, 2 Transportation, F.H.A., 1988 Ed. coordinate the work with affected utility agencies. authority to resolve problems take corn and 24 hour emergency telephone number of two ( ) Persons who have or ✓ 12. A copy of the permit and all attachments, and a copy of the approved corrective action and, in general, will be 2. Traftic control shall be provided for by the contractor in accordance with the plan and all amendments shall be available at the work area. responsible in case of any emergency. The permit holde► shall not the construction ✓ 20. A temporary hard-surface patch (Cold mix R.:�. �,� Hot Mix base paving) rfjr City's standard specifications and, also, in accordance with a Ci All work shall conform to the permit terms conditions and revisions and to shall be laced on trenches within roadways at the end of each City Inspector, in writing of any/all assignment changes. City GQb P P P y ti days work. g specific) approved traffic control plan. A copy of the approved traffic control the City approved permit plans, and approved plan amendments and to the No trenc'i, on site or off-site, shall be left at any time in an un-safe ✓ plan shall be available at the work area. City's standards and specifications and to these General Conditions. condition. The permit holder is responsible for and is liable for hazards or 30. The permit holder shall cause his contractor to provide to the City Inspector, in writing, ing, the name and 24 hour emergency telephone number of a Changes to any of the aforesaid must be approved by the City, in advance damage resulting from the prosecution of the work. desi nate;. Competent Person'" responsible for construction✓ 3. Public roadway shall not be closed to traffic, at an time, of work performance. OR-OSHA Cha safety as per y without having first ✓ p. 437, Dr. 3 Construction, Sub-division P - Excavations. obtained written approval from the City Engineer. The permit holder is 21. Work provided for under the permit shall include repair of existing facilities The contractor shall notify the C• r s responsible for provision of timely notification of traffic flow disruptions to ✓ 13. Maintenance of the work area and approach roads is the responsibility of (roads, ditches, etc.) as may be necessary, in the City Inspector's opinion, ifY City Inspector o. any/all assignment changes. area wide E:. -ergency Services (Tigard Police Dept., Tualritin Fire & the permit holder. The work area and approach roads shall be maintained to overcome deterioration or damage which occurred in conjunction with the ✓ right-of- Rescue) and to Tri-Met and Tigard ,school District. in a clean r-ondition, free from obstructions and hazards. A copy of the work authorized by the permit. Corrective work shall be done at the permit 31. It is the sole responsibility Prior the permit holder to provide for prover permit holders Certificate of Insurance shall be available at the work area. holders expense. entry and/or easements prior to starling work. Proof of right-of-entry or the,, properly executed easements, shall be provided to the City. The City shall 4. Advance warning of imminent traffic disruption shat! be provided to e in no way be construed to be ' general motoring public by placement of an advance notification sin at ✓ 14. The spreadingof mud or debris or storage of materials orequipment of an ✓ 22. One as-built m lar drawingshowing all new ublic improvements, including liable for the permit holders failure to obtain or " 9Y my g p P g provide for proof of right-of-entry or easements. each end of the construction area 72 hours (min.) before initiation of kind upon any public roadway is strictly prohibited and violation shall be any revision made to the previously approved construction plans and, also, construction work. cause for immediate cancellation of the permit. The City may at o^y time any improvement which may impact an exis(ing public system or facility, ✓ 32. BeforeI order immediate clean-up and stoppage of work to accomplish clean-up. shall be provided to the City by a registered civil engineer along with an P acement of the final lift of asphalt, the permit holder shall clean and ✓ 5. Access to existing properties shall be maintained at all times, including engineers certification of installation compliance (form attached). have the City complete a Pre-acceptance video inspection of all new sewer lines. The permit holder shall provide the City with 30 days of notice for the normal delivery service and mail service and if not, shall be cause for work ✓ 15. Effective erosion control is required. Erosion control devices must be video inspection. An deficiencies s ' stoppage until effective access is established. installed and maintained meeting the D.E.Q. requirements. The City may at ✓ 23. A sewer system air-test and N.H.S.) T.V. test report and one set of blueline Y hall be repaired before placement of final lift. any time order corrective action and stoppage of work to accomplish "As-Builts" (of either or both the storm and sanitary sewer systems) shall be ✓ 6. Traffic control devices, flagpersons, etc., shall be in place prior to initiation effective erosion control. required by the City for review and approval prior to connection of any of construction work and shall be effectively maintained. buildings to the sewer system. 1AEwc0uuNE.nooC20oor ✓ 16. Property disturb to by construction activity shall be seeded with a standard ✓ 7. No work will be permitted during the hours of darkness, nor between grass mix; shrubs, tlowtrs, barkdust, existing signs, pavement markings, 24. The permit holders Engineer/Inspector shall submit daily inspection reports, M to 7: 0 a-m., Monday through Friday nor between 2:00 o•m. to $QQ mailboxes, etc. shall be ree;tablished, reinstalled or replaced, with like kind on a weekly basis, to the City's Inspector. (see Developer - Engineer - a.m. Saturday, nor between 9:00 o.n to g:00 a.m• Sunday. and material.y I Agreement Note# 5.) ✓ 17. Effective drainsDrainageI w 8. Minimum travel lane width shall be twelve (12) feet; pedestrian travel shall ✓ drainage control is required. shall be controlled within f ✓ 25• The City's Inspector may, at his discretion, require provision of tests and or also be provided for. the work site and shall be so routed that adjacent private property, public reports from the permit holder, permit holders engineer or contractor to and the receiving system is not adverse) impacted. The Ci may property g y y " p City y validate claims of material or construction adequacy/compliance. Such ✓ 9. The City and the County reserve the right to add to or modify traffic control at any time order corrective action and stoppage of work to accomplish tests/reports shall be provided at the permit holders expense. { requirements may be necessary to effectively control traffic and to effective drainage control assure public safety. ✓ 26. The permit holder shall provide a copy of a properly executed Release and ✓ 14600 SW 72nd 18. Excavator(s) must comply with O.R.S.757.541 through 757.571; Waiver document to the City for each ownership disturbed by construction SUP 98-0607 stur excavatur(s) shall notify all utility companies for line locations 72 hours activity, as evidence of disturbance resolution and owner satisfaction. 146(10 SAI 72nd 39 of 51 SUP 96-0607 14600SUV 72nd 42 of 51 14600 SW 72nd GENERAL CONDITIONS PAGE 1 of 4 GENERAL CONDITIONS SUP 96-0607 ►SUP 9�Og07 40 or 51 PAGE 2 of 4 GENERAL CONDITIONS 41 or 51 PAGE 3 of 4 GENERAL CONDIT: ONS PAGE 4 of 4 IF THIS NOTICE APPEARS CLEAkER THAN THE I DOCUMENT,THE DOCUMENT 1S OF MARGINAL QUALITY. QCT 908 MICROFILMED X SD ,z - r .w rr , r\ „I •r , NA4! A , . y5 y i' n., . '�'...'. '. ,' a �' ,.• / .4 �.tw%t 11 ARI; a i "N\N , , ' ,� ;•A j y , • J.SJ' ,, ". y+ < " t4� s: t gg 'F�,*,' r,r r', 3 ,. ..�i ," ,'� r y ,r, t ., ifs 1` w..:TP r.,' , a '.M + '1,, , r y • q ;.r,: ''��11.. 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'c•, k ` ra .. y. ;q •L� ._ , a . .R;.�...,.... - r } ' ,y A L A �-. - , ,r. ,�. I s ; �,L &E DCII MIANN R' T WI L t.AU a r rt ►1i f +A '� t• II NIMIJM I, 0 �` �i..� i� - t 1 .. x '+p .r'V * tear Di idn. i , .. , '� .�., � ,. � .PNC vG � 4 r` ,.r $;, ,` � ' E E 7 P'Lrf3ES TITIAN AND a Ut.A,R ' qi, o'`,TI , ;, ft ,, 4: moi' n � T, r k ,,. ,mob 's,., �''. /� a fAF �. r 1. 'FfA .9• - i ::. ', .� . ' : � ' i .. ,:• :, ,. A �'..i�tA�lf S LL a[,.r1� LARd71E0 /'Y�t Y06�-t f�Ut R G•�,,•� r�p % u ,1 ,i :w. .,•� y ,!1• /lR l` Pt.�!� .e '/ . - c k :J,.,f: 'a„ y, ��'�f Py i 1 'b. 1 •a. a t" �/ 1 L ` trlr� �' 11 r. 'u E l ' Wl ? E1 tS ANtT TNS' GEIVEltAL Pl1$LIC'.. ' �y, ;w nitlNt rr, b r; 'moi' d C&'tl,". l td?>~4 ltw�+�. b�idl !fit! b� b 2 , i tI _ , ,1 / yf . pint L uct,f 't, !a: , a. t ;, " p r N �:•. , A lf�`Ar~I^lr 00N-tR PLAN MUST HE U M'I T TE0 ;0 r E r !~OR �� /�� y' h -� �. ,� � , `y' -0 ,� , ,r - J {a IL V 1'.4. `JIB YiE 'AN��. - ♦I a ;r '1 H 5�i o ." IC'/' 4�1 . TRAFFIC Tl? _ ,=R r Y' T r a n ,, .� CfaN Qt. A BF DEQ #I HEaCNJ TR�ICTOh7, ' , rY , (� ' !14111.3 t1� �.• . „;J `�� , 1 �•, Y . ,, o .10 ,,,xi' 4XlI wf(or r13 �trT �itr t > i ri '.� , r i tt l s f-w rway' �4 y : ,. 41 }: r, � . , , ! s a ;u. . , y° �, ' ` il "3RAf�TrJR R T ALL tlME5 SH t (18SF M. E' Y , 1 vo" ap,Dc:•atinq ju.11,1,40011 0e withtrr 3t of finished grade, +�therivrser 4�, .S7'fi.TE, AIVa LOCAL LA pINANf , t '' ;' p'�a rte l ,,ua 1 r , �� '', a „ S ANCJ '�'EG(;LAT1t�lV_ • , k , . l � lsttl! ©� rt+,y�i1 Cdr. . 4y ANY" AF'7Ec,T Ot, r �' ,:t Nwl IN 14iANNER. THE a CT OR SAFETY O THE WQRK. , a �„ i', t%%,, ",j .1 r' , .. %i� y. , . , l±rbdf' u+ea; zt rpt Iar - kta f toast d ars: feErt oaf beoi�ln surricce 1 1 • 'll '. I .. „ + +� F� THE ,C(WITRACTOR SHA�.t OBTAIN ALE R.c4UlRED PERAd1TS AdVO L10E1Vsf_S 8Ef`t7R4 H, - ;" e ?! 6 as k , `cross. . vnd b6n d to`"''Iflor) it . . ,w `i. ,., S ARI�N CUNS) UC'71CNU_ . ". . ,f + r , .,' ` X fir. $•�•t7" C7inPetr di s , • , v+' " tlr °t:. . ® kta> ��s1(t9Vt1 �� 14ror1tt of OV1�W/ ��i11CI1 7. 1� CL I`RAGI ".SHAD. 8E RF_SPONS18L FOR EXPLO?AMNS AM ��D �T ry E EAU IAF % 4 -� . sP11i4ria.,�► �7ot+c>tt,' rrtrd ret ►<rin there+ altil' flier, wot�t Herter 'is tto+f+ad. / °NI$ iIkR TO pEi ,RMINE 17'sE trXACT LOGAI(3N ( • UN1�ERC14c7+JhFD iILIT' SW BCJNl7A r I�t •` ,'_ ' + ,h. 'S. C , r r /r„/ •r•w�Y /\ RD , '` + b: ti asst W '-OR` F A RES "/cH, MhGH'T IN7rRFERE• ElY17N GfNSTRUC7Tt7Al. ONEN ` y t§tsse�ttf�vly'`�lptil�i�ts a1 d11J .�r f flq :tee, ® x �i ®a~e rl ,; tfF r �.. ,q to +� 4` ' f"y n ', :A121J n ' .'iu fAR ��77}lER FEA T Uf?E 5 ARS EN,QUN Tl�RED, l i.`sf f Al,L BE 7?"E . '' '" _ 4'.k ri, , f rv1 ►� c7 '�Fpocil, �hCt U Arfivtrre;iNu011l9f Can turlMpn fe h Ott; Ate- 4�;: d 1 �� " :;• : a �.y I' 1a•N, iM4, µ y a C+i DNi r�T ?R SR�,SPON$1�L I T Y. TO SII PPG T A1�1D t�R PIS»c T ?NESE i T E7LI5 --+•�-- �r�-._� ., .»t..«... .,... *� �'< . 1 >. +. "! CON TR lC 3Cl A5 NCT TD 15RUd�T 5 1 . 'k, •., �. ; . VICE. NEl;ES�ARY .•i: „" err.. : . + rr+74r mita t rl; Daft colav^ 11v►v. . I / S l TIDN d ER ,, ., a 91 _ we .., .i:' BE NTS SNAL4 MADE" WI TH UT1t IT4 COMPANIES FC)R M Vs , ,' WA�aNtN�,Ta1V CQtJlii'1`Y' ,E MJ4 r , B ANd '3 , . ,� R/ C� NG ANf1 - Ft . , -, P ,� N Qgle 4roiltieGtk�n, 1 r/1 NSr rnpeNAdJv r, INC THEIR REQ c77 R t a ,,,,^•?�% . + E V10E5 A5 RE Ot yy� ',; 1 (� ,i.� i Ate, j�•y� �'y F , , . - - 1 ''.':d �,et.. .� , r:a. r r ' : `:' .tl� !'T•.>14/ �Y/: k 1k ' y . .r. , �� q 1' . 1. e!�ldP +Oen rlf to � '' ,,,j ` h a Pf , TW CONMACTOR SFIALL AD,.Nisr ALL RiMS ROX G 1 FS AND QINER ITEMS ENCC>(JNIERED .SNr• C INAL ,. 1. , •„ f is ', `er BTyD t)U14�NC GL3MSTR T1 -- . t r - r UC ON TO NEW FINI SHED GRADES. 3 I ELEVA TION, =, �tqa 7 F` T. 'g h ! s. 1, °" , t Y+ r •L Ipw Mea"/! lfit tl A "r �4 :< t ,. P4 — „ % ,' r d a r 9 . $,',`' XIS JTI d3T1(_ LOO ATICNS SHNN ARF. APPROXIMATE ONLY AN M T . . � A, iAl yd ror . shed/ be installesd u off � � �' �; A , p r er• orrne�d corfcl-ete black w th �► »3 '•I• ;� •- Al~ F _ .. I ED ice. THE I.ONfRAC".. ADDITIONAL UNDERGROUND UTILI17E5 Y ! R r .' :�r�>,'LWNER �•� _ .� .,::��. .` r r. AiA Ex Sr. Y ,F :,. ., � , ,c1 -42 aruihed 1 ,� ,j/4 Hifi mock. Tar a er,rail! be 140 d - P if P �' µ. o� xISTIN�. u i TI R _ t' 71. ES !S SQUIRED. �, ;CAP ., e r ,,; ' • ! '!r err pCk tax arot6 fete ra fror» eic�rth cover. '1 .�•. .. r , . I+- - ,, .;i.i, - - ., , J�.,,r' I �,�.�r �� lN•�S .' ' �.. yY i� A„'a"�t(l.n r. 1 Q ( '& • . .r r ,,# AIR HAS r c ' NO A N TAiN , ' '', t , !;'� l�E Et1 0� CQ Al='E A �� _ y.; k: . JV S �'U TO Ph OVID�. GN � �: .x !)EFS. '`; ,� !i 't. •, a a�^ •a:. eft, . n - rwithi 10 ter .,. �' .,. 'r ,,. . . �+" n 'et 1 f_rol! or S feert aertrc I s w lsTRucrlc kEv1E1� '� 'R��eEs RELA„r�G ra T? coN7 rAc iF Ay' ,Y, f' ^z a '1 be psrerd i a resin �.. y� j/�'+ ayy. Tt ' S SAf�7Y , 4 yr,. ' ` r .Y �.a,z rM�+ wtV IT '{'i r�n4rr�.t� l� t, V t�.Y1l,'/lR �. t . •,a, r v� - �•, ;y'' 1':"N , .1 .,,..�. .. 4' UTtl�1N5 CJR 7C1 INEA�IS, AiE"1HOt?S, TECHNItOUE EN f' l Yii.a.+ VlT , ` .4 in est . . �` S•tde' O ��'�' croest" My17�ld CrdS•�!r) . 'f• w. � �'• n�+rtf, '' ��R S hE//t��kO p F C'�l A/�ryy�y ��j'e �p� �y� I,, . a r i. * e �:, w ? ►7Ar� Il TPl 4 1l/r\ t 0T.WrM 1�1�. r1 V[�T, n G. f e l 4 y' t �Ae must +twos of y a ro)(fm�e l 90 do revs with at ! a 1 , • • , . rip Y 9 at s2 tT ,: r► <r �. ,, �: ' . - ' ' tI r f vR” , Cy l'bel t r I:'^ crier h a , I'• �' .`.: �:' , ,. 0 7iC!!'�A TC3f�S A%t T OArI�' Y , . `»I 4 ti �1 + �+a ,, US C L *1i 1 ALL PROVISIONS OF ORS 757.541 to 757.571 J4� ,r t',tj ,.,�! , . #� , r l DIN NCL G N C 77 N 71 A }� � OFA +MV 0 R E S U t3F N F GR � DE P ,+� ACI R A'UNY7 L T ��' t � TIES A � �•' f. k!! h '� rix t I�c o'. at , A � fe' � i d f b ,' t tc� �' S s'hc ! be t a I � �. „ es.� t 5 r" �� ,�: � :� +�� p O s , 1 p f ' [. r. P '.�a, r �. E S 1 48 BU,yiN f E IJA. f OL T x fRS BU NOT AMORE TdN t AN i0 B(ISIN L::�u k ESS A YS �r4r r A " „ ,� , ) J- 4• t.,',,{-`:, '' e ,, her, tenth rrxcrtn loess aF 5 sf. Wat r m c �. ,., P e vtns wifh o' septi ErEIRE FNt:i C AFI XCAVA?70N. ¢ - --�-- " . ,1' � rt' 911`06t�4 t�hdo 1C p10 � be* urossure tested at 1 ! ` Flro "',,,. J .j• -: : .>� t fn4"8 t�'1 L" + . - s. .. 'I}' :r, . a. ?tr' ti t COMM N E �'x 6, ,�i , _ .t• a '-Y' .`7 r - �1 ✓g` .,'` i' k. `'i- ,'�1''. eec on 1 1" , ' `.. 4 e h 'rwlith o �Ycrxt «'+r Pr . ) m,m ►ass t f `3 si. TING 1 ' +� 1. k F#ARD IFAG he47 H !, ,`j� Iti $ ,r r SU r E C S REIT JIRED A T THE END OF EACH DA K _,_._ _-- � � "., �',, ti 4 � N , u q� h 11 " 1a , ALL I"R 1C PUBLIC R�,ADWw m ,� y/ ],,� - �P NES IN , Y � ,E '� „a. ar {fly, - �F! C :�"i o�� iC t /,,' \° Sa .• n l• _ . . ", 1 ,. :,d , a(.,,I i,'` .,l*p';�-. .I.' f, ,j f�i ,h. r' A t! o foofing, the new rnoln* and connecGons #o ,. •� t: . . a�, i�. q, )!.,ell ,,_ 'f'•a rt:. 1 Qri�►ts-as shall be viewod ce flush'eQ ith. at t 1, .:,.'- ,� . , . - , � - , I - . � �, �� x• ,,, k e �` P d4^►?tC prtt?r t U . _ � .� ,x :k, iICCt , F'Iushin vesncJ: X11 /' ;" 9 f s bet pf 'lea4t 2,5 r sic d. , . �• t r:';t'• g " 4. �! "*' a w-:r.�. -- .. _ �-.a... Vit ' .,. TeCt ,a I e cater a with Aii1WA 5tan�o,d 51 ` th t t , , r °'A l �r "a_, M �,j " � : , y, - - ,' - .. ' ^. .l• , - eek: +3 *•� •Y' h D / t rl .-^v; t r - ,.. • . .�:Y - %%lir' ,7•,. S7 A,, r. �.. C f „ :,s .. X esga�.relentsr Tha uc.s e+rd n�ethoci of r r ;. con tin f .. . t �- No�rH��,�r ��4 0� s�crloly r2 -�- OHW .: ' ersTecdo l , , ,rr ¢ �, �' M'4d'tvI bet usetf t7r;Ife®etin *t9ixta�r shol'I b i P �T 3' �” y e a dt1 pr ne-•• wafer _ � r r . w e ru.+...... O Ul NSHI k, 2 T �' SO H U f?RN/ 1 T. (y ' •; , �oliiutlUn llo�rft� cf ,free ehlarr�rier r'ea�idual of 4D--517 ,okrm. Tha t/if9�iF'lf�l6#Ion - E VY�$ W.M. � .. . '.' fi�ttur,s I e r 1 ?,r n ir. CITY of TIGARD l'_`_."`. U ilL3 , ,:L'r1,C ,t' ;3' wll b p epara 0y:r{i*tinq a colci:rrn sodium ilypochlo�ites anld STAT10"I VG;IS BASED UI CSN STREET CENTERLINE UN�.ES$ OTHERWISE SPECIFIED. w: Vii;. 'T `winterufdcln into t111 etfne a cl meas r rnt r - WA T y i'' ,; :,,,, PjP u e:d e wh f esti` (potable) � ''.. . ., Sl INC ON COUNTY, OREGOIy' ^ tl :,ZI ," • 2. UNLESS •OT --%ISE NOTED ADJUST ALL MANHOLE LIDS AND VALVE BOJ+ES TO , :,. f P ..i. ,i T�; r tier. s Clliowest tQ itc�► thtau : tie Ipeline sca the't the ChlorinA—wc�selr ''F-° ' • . , I `� is, of the ee�lfiead teA Tr NISHEC� STRF T R , .. sp Qh, ee7ted w¢tejr shall bs retvirieaJ fi '. E G A©E. ` �,�, :. ..,�� :, �► ^is 0.� - ' ° ine tvor� !3rrougii- to daxetro oil non. ore"formin ctericr, T '` . - , . !� sA 9 . jpta.ai 1 ,""''"'" " ,FrAi► 1 ` Ift Y `al: tion f9ericl%� is 24 hperrs. At Chas end of the 14 ;lour per'ilx the 3. S1iWCUT: STR'A1GH r7 MATCHES TQ CRt_A TE A BUTT JOINT BETWEEN THE EXISTING ;,f. ';•"' i � f + , . - . •'� r+k �1` a is tea 'have a. chdarirr etvel of eo n: A t t'AWMENT A AVEME T, .. . . , +� ;,,,,.Y.� '"":�,::, .. . , I at. i s't 70 ppi f er chlorirt$rt1&I, IVD NEW P N I " 4�t7R,1�- '`` .� a1z thy, i�+ri#e�r from the Brae until the water throu hlcx,t the i eulAne� is �{ �' . t 9 P P. " '11, T . �. x4wof chimicoNy and. bocteriotogi oVy to the e'rrnonevt source of su 1 4. , PAW WITH 3 AC "C" MIX ON 4" AC "B" MIX ON COMPA " — ,. " �."�. .. . ' 'rjlA�`' V�ll.�, s ;�: , } ,� ,} , AGuREGATE' BA �% t - *. ry� SEROCK t!R MA TCN EXlSTaNG PaVEMEN7 1F 1T H S' A ?NICKER ASPHALT • "' F r .�. " •gid, Y. 1'. yr . - - ,4t `.,M p.. , f j" 'A`'t! ire!► c1f the ehesiclfe ction water•O on roved' mans ata SECTION. SEE SHEET 3. •:� ,y aPp �' of arlow , 2, PAVEMEIVr 1.r_PAIR DETAIL .{ . : 3'� f",,;:%''6' T^: f ot7 rirClt r • a5wtr a �o ftpw into a watetrwclV without cues to clr7uti�n or '' "� °a,; K ': it �' - .. - � rc ,l *, atis t or rne!thod f revfuCin chlorine re�siduce�rr red a safe le SU6Ai1T PAVEAfIENr pESfGNS Td TH N ,1 P . w: �' EL CNERF R p , �i, +moi' E 0 A rcOVA1. , �, r I i sky , •e>ti rncrrtteie! b DEd. A s';..: . •f ,, y fter 0;.*osvl and flushinq of tura' d+sinfectioro t r . , 2 `� n, :h, • \ "rk r' 'a�ala,r tion tel 'e r erlll n + a .. ' - �,.�. y .� be a at1+t�r 4 hour retentiorl,.�terioq. rlor' to the �y ,¢�j�}}, " ,. �'f^.t ,i, 'I fp' 'r , - r ,l ♦. , �'! x/17 !}r"RI T01i• '',." I'n fiAficfn of waf+�r' e for bac 'cal n` <' ,"�,, :. ,��r►,,, a PI094 test! g., Bacwic4ogiCal ,,.. I �1I ;4; t..'� � rh' T �i, . ti t t�5ts will _ i 1y i� �� cetn 'br I� M> D��VE r#- 1Fs,: F4 will ihstoil gll oOpp8r s ei and sar»plincJ efatiarss prier ?A blcsc:dc . , f - t ppinq, a�f $if*t& Water rotors will be installed b TPW indivl 1. CONSTI4UCT ^ORBS SInEW S A �'A' , '.•. � �� + 0 , , Y upon da1o1 ALK NO DRIVEWAYS PER STANDARD DETAILS. - j � .. Wtiest and po)e� ant by others (owners). . ,. ' � 2. USE 3 0 P ,''�A ,d0 SI/6.t SACK MIX CONCRETE FOR ALL SIDEWALKS, CURBS, AND 17. ,Eveiry water meter for this► �dev*opment shall hove the propear Orergcm Stdfs 1JRIVEWAYS. � '' •., z a> a, b. rf►`rovr;d backflow praventlon delialte {mirrirnum of 4 Qoub/e Check Yc sit . . : /�� . ' " ..I ' , '�1 tr1 ,*Astalled on the r er't side 3; S(/(7�l T CONC.R TE DESfGNS TQ THE ENGINEER FOR APPR V " Y) Pop Y lrrop'terty tine protection, f thet E 0 AL. ter rrr r 4 ' etc , Tire bac flaw'prev+erttiaro devicri .1hQll bai msfc►llaad one `t' steaei : h the vwrter, with th1$ res►uIt$ dti' said tefstst forwaruled to he W t ,;' ,• ,, , t a 9r '1'. J ,' 4 , r �'. _yy tartmken t befaree ava tet' "` ,t, . + Dec S weer can be°c7rn. � I 11 I w �. A a r'. • - a ,. , , . I•. y., _ :d iiE .)'', '1" r�' - .1 �;,�-rY. 1 n.f,k-' 1:_. Upon ompd�I►ticxy d f rr.s tdllOtlo t q df t,1!! wd ter s tem th'e c n t r , _ r ,,, 2 , S ;,,K , � ys o tsar r dr ,. . i 1".< i ,�.��,t, Mil .Wi/`gW d r- V! tM '� Yl :C.ar'� tr r n MI 1 �,/, • Vr./ ' .. r t . 'i •r ti k .,, '�, '•'. r r..f.. _ t.r �'•P, `�'r,,y N!:e r✓ o h eU t uct o costs �o which will be► N�74QrL � ,�. ., ,. : '� ,�', � _� ` Kr r; .�'. �, a'I . Qr�wv /V/rt Jl"W !r9 l+�iE •,� ,., 1 ' _�;• sp iesA.� erten lds�t, ove'rheod,' odmini�.Mtlr�n, : 1 1 T Y ,r •ump+ .'9:, r'a l�'/ ,a7nd LaA /Vl, lr'�� 1�{ft�W, including v+e--bc,Nt - '� ., � t .�', '.- , rcw,a. s u meastelt�' b� c I. O51©N GON7140' . _, .; Y �.. J, !� ;l►lQp4 11d tpG ►an r»apa, tc SHALL 8E PROVIDED FO,e BY THE CON7NACTOR IN CONE R N ` � t ,h Q MA VG r f 1�4' F r7• "VY' Z :'l.r rtw a;Titi`p h rx1,, .. .: I ,1•.,. v ., ,.f.,' �{ y'1 4. ' ,1.., �, r. ,,r••��,�, q-' ,, , i%• '� -!d!,.. g ! . ;r� TH THES P _ .. i4! E LANS AN R 1 P �y D E QS alV RE1 N ' �: f'F' nC?N bND S 7` t ti 1 EDIM N N 1~<- c I E Co rRo1 , k. PL NS `t 9. Ope a wn rti4lwbs il4 TJ rd Wbt K ►r`t a7s�eo let rohlblt ILcCNNiCAt GUIDANCE HANDBO F ,,- , , . , , F� * ` ' y " " .% . S ', ; , ,. q S>b P od 4 �• W EBRUARY 1994. , . ;' .� '� t 'i, . , � •� : . �j(r t,,, r , ;I Y' a °'� �.'S" a ,. + 1+rot . a � f.. , Y , ,T 'r a ,t. •.�.. I f i' •�!y'�', A. i a.' 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C 7 �_._ -.� y., : ._-„ .s . +r r - t, ,y,.. . int r J"" i"^Ti', -r -i�r t. x :t is - _""` -r' I Q - - ' _ r' ._ " -_ - c . 4 - ---~ __ _. _.. _ Exrsr PL CURvE - - - -� -- - _. _ -- -- _- " _ __ _ _ -- ,-> �, �, „� �,,.. }p 11 •; 1 89'13 1 D -- ''fA - F' 5 �3 -REMOVI� OR CUT BACK __11 '2 _ -._ .1.�..w � -. 3 .�. �.:.:' - , - - ,• �r�' �t�„A r ��4. g. 1 R - 45.0 _._+. ,� / f / b PVC 3.1 v� 4 I:x1S► 24 CSP STM TO M.N. �, -� -- N -W P�. C w -,i- `' ,,� , ; �. l ' .. 1 , i �)k__J��7 L 70.07' / / / STORM �c 6 PVC 3.1pU T IN FLEXIBLF. C' 3 i W Q,�. .a t)►"' _ A f / W Q SAN AT. �: ?.. AT , -I w _ ,". -, T �/ =� �u L MAN. OLE CGNNECTOR cv V i 1 ,,' ' , -'�" ; ' h F'#''``. Y y �1 Z N I I 1 -!$, / 7 // 7 COVER Rv •K ►`� I E r 134..b"1 FOR 1S" A(/C STM PIPE. 1 �A r % 4T 4 "� '°k v v ,1., PrA�; 1. `, �, / 12 4OVER lE: 142.40 (15 pV6�' f ! w `tom .F' �r f �1 ` f F 1 % 3 1 ? `'-� j / y 3.5' COb£R r c a / , ' ,tom r � '" ra t' 1 r ;; I • WEWAV AT �JO - (SEPARAPON BTWN 15 S `/ 20.00' 70.00' � � 1. �: ,. r ' 11 1. .i.( i -i .i *"wry.•� } r -,1,,,. _. r ,r.. N 'V -'. / do 21" AN APPR J - ----_ •f-- .,. s � ,-i t ' f . 'ogl // / � @' 00' s' 011 �., / , t . 4 1. �T, I u � - 1. , ) ` t / /v 1 %� / • /' ,,\`� ( r �«",1 ,�, / '�,� +r4... �.•Sr' ,' r I SI .a' .b h'.° ,'•\� ."I.. r F. e� - p 1 X I 'd t v 3 , -i="- �/ / r, ,,� CON T!#1CT PRIVATE ROAL° �4I�Cf W,/ C�1RBS Ste' D / J I �� 1 '� l / rb s.* / TA F 5 a, �, { '4 k :�a, �' ', l t, 4 t ; z 4- I J �1� / F� 40 Si / 6 PVC 3.1 �1 Ek15T CORNER WHEELCHAIR RAMP. REFER TO TIGARD \,__ \ SH/t 2.2 FOR of Al B PROFILE / I ,; t ^, } 4 SEE ,4N ANO r/ I 1 . \ f 'sem / STORM STD CIaRNER WHEELCHA! E IL ' \" f ► o I I - _ ti R RAMP D TA / �` f' �iy( "� , � X °> n . / \ E: 50 ,� _ �, ' 0E,� ,,Wit, w », + I'll ', i ` 6' COVER Ll EXIST TRAFFIC CONTROL TROL BOX. RESET BOX \� 6 TCC py I D '.�a f I i/!7 �A X11 ♦ P >+ •, fi 1" '� "I ,•� ��',t4 0 ( \ I j FLUSH To TOP OF NEW sIDEW,aIx �t 1 r ``,, ` --R, �, \ 4\ t I I D' , , NEW '� t .I' 'M. (I 1 ♦ ,.'`M `rt�,r $ j i 5 SIDEWjALif� 3 EXIST WI!;ER VALVE BOX. RESET BOX �'� / �...._._ - Q Q. _ F;,' e ,', �' ,. f _ / `�. t�� / f ``�` FLUSH T4 TOP 4F NEW SIDEWALK 2� N / ... " a, ;_ }a, EXIST EASEMEf.IT �- • f / NEW NO PARKING SIGN. SIGN FACE TYPE. R7--1. / SEE SH 2.2 FOR CURB aEVATIONS ,r`"* , ,, I Xi �� / INSTALL 4 PVC SLEEVE IN SIDEWALK UNTIL PERMANENT ' AND DETAILS ;i ,,Pl:. � � CURB ; .' ( ST 5 / •. / 4 EXIST UTILIT'( POLE. CALL FOR PGE T REMOVE. SIGN INSTALLATION. '� i UTILITY Q G O E OVE. cn ' I �; EA EN T) / \f \, ,1 ,. w u,'a / ,� ,/� ! PC 4+82.20 (BONI TA� ( ��, � M l� '� ry �/ � , NE.W 30"x30" STOP SIGN (FACE TYPE R1-1) OVER PT 0+55.68 SEQUCa1A (, r I fi, r `` , `{ I ) / LL / �5 TRI-MET 8US STOP BENCh. TRI-MET TO INSTALL. NEW 24"x,30" RIGHT TURN ONLY SIGN FACL: TYPE R3� 5R\\, I 1 - ' . . Iy, � I * lui 1. 1 / V ( 1 0 Q 90'3717 1 40' a _ ra4� F. 1r ..00 t ,t ' •,a, 1 / MOUNT SIGNS ON SINGLE 2" GALVANIZED VOLE. r R = 35.O' , ,�_: � �f, ` 'y 2 I // / ! // (8 EXIST WATER MF- FER VAULT. RELOCATE j y OUT OF SIDEWALK L ,�5.3s , � ', _ -/_ �3 NEW .36 �c35 DO NOT ENTER SIGN (FACE TYPE RS-1). t� :� '#1 I- _- -" ` -' - �� / 7 REMOVE EXIST NO PARKING SIGN. 117 } PC 3+22.52 � w�, ^� 1 a NEW 6 DJ. CLASS S 5 r , "" �I..F ; / N S 2 !'FRE LINE. Q 1 7N " --_ ----- 1L �''!. __ r I _ / ® - 5 3 . . 2 x USE FIELD LOCK GASKETS. SEE DETAIL• ON SHT 2.."'. ` R - 30.0' I °'''; 1.� ., ; { 1 / 8 REMOVE EX►S T CURD. PRI VA TE ROAD ENTRANCE W1 TFl STA 1+701 (SW 72 AVE). DOMESTIC AND FIRE LINE L 27.19' - 1'4 , � � , $ --_ __I ,,. _^_ T_- 1 / // ` ., CUR85 TO BE INSTALLED. SEE SHT 2.2 AND •5T0 DETAIL. TO BE IN SAME TPENCH. ,. ";l �, om 1 " // - 4 �9 REMOVE EXIST CURB AND SIDEWALK SECTION. NEW ® INSTALL NEW STREETLIGHT ON EXIST UTILITY POLE \ /�PT x`52 I n � F: ' �� ' SH Q 51 5 37 'I . '� g ; CURB TO BE INSTALLED. (SEE SHT 2.2 CURL? NO. I { � R ,� 30.,x• :" - : . � ,' ; IL 1'. _ _ _ �; SEE LEGEND ON �H T i.l ) 3 11 I - - _ r & SHT 3.2 STD DETAIL). ' - ` a a y . 1 .. M, L r 27 l8 6 cL ,fr .. ! 150 � 15 MADE SANITARY SEWER EASEMENT REQUIRED AT 4 1 ( ,� w 1 �. , ` S `I I 0.00' 20.00' ••� I /,� EXIST 21" SANI TAR Y Sf-bVER LINE. �,�' , r �k I�I I ( :` 1 ' �'J SAE/V-CUT EXIST AC PAVEMENT IN AREAS OF NEW CURBS. % / ___ _ r' r 25. •I } 5C _- _ SAW-Cl1T TO 8E A MINIMUti! OF 3' FROM EXIST CURB. 3 MODULAR CONCRE7 ;lETAINING WALL. RETAINING WALL\ \ .\ \ � f . ' ' , �'- " �p 11 I 00 I ._- 11 EXIST GAS VALVE BOX. RELOCATE OUT F SIDEWALK. TO BE CONSTRUrTED BY ON SITE CONTRACTOR. \\ \ 1 / ' f� ;,�'` `, ' ,#+ . 'M ,, I----� �� I I D G SDE LK. SEE Dr p r1IL 1 ON SH ��` `\ / ff f ` 1 ,f ift ' ' 3' 11 _ _ _ . \ % .1/ . 11 00 \ I / +' I /i - --,.•,.._. _ -._ `.!S EXIST "PACTRUST" CONCRETE SIGN. 12"x.5'-D" _ •_:� J .�__ \ \ � �'f �+ +,; � ; r ' 11 �� L� + 1 I I / �'' , ✓ ' ��... J i rd` -.. /I" \ \� \\ , J)ff{ • - ( ,�,., ' V >rd F,' .'r cn 1 1 I 15 � i r �, I • - © EMOVE EXIST STOR�:r MANHOLE AND REPLACE MTH CATCH BASIN. _�' � ' � � r � r' T � -. *� �Q I9 N I e _"_ ..�, __ RIM. 156149 _ -'- -._ _ I I, ✓ �,,. -t: " I �� '� _J.f- __ !E: 153.61 (IN SE) SEE DETAIL 3/'.3.1 --------�_Y ,�*`� �` \ J ( / r cc a } �\ ✓ 1 '�1 . . �� ! 11, r. / IE: 153.44 (OUT MW) , ` 11 . � 1 CONSTRUCT s' WIDE SID WA K. T ! i _ - t.1 ��I _.___ IE.'XlST� 1 a .. 2 � ! :.C i E L SEE DE A L� , 2, & 3 ,?N SI T 2.2 _ 6, ,_ _ 16 �;`--� ,,_ _ -4 � w , 9 j IFH � �� ; FOR VARIATION AT EXIST U TlLI TY POLES AND CORNER RAMPS. �''` d�- �`�- .-' •r, - . 1 N, ,, , A t:,I74 1 CONSTRUCT CONCRETE RAISED MEDIAN AND PAIN I +�``` -�_ I •" ' r 1, , , !Ill , 1 / © T S DES l EL L 0 yY. _ -----_ i f ' '� �, 4 I / SEE JHT 2.2 AN t I i D DETAIL i/3.1 _ � � �a t� t 1 /• / / / i /,� � _ �. -�- �I �. _ i r p t ' "k �` / "� l:�! NEW 1 1/2" WATER METER. INSTALLED BY CITY OF TIGARO --------. i� "�� ;4 r 6� -�� .�' - lI a �. .11 r ,. : : t + :1' _ I i WATER DEPARTMENT. STA 1+70f (SW 72 AVE) : a : ,'' _" 1 i L � I - _.._ / ' 1. V, , I l l ' i� NEW 8" D.I. CLASS 52 WA TER LINE. USE FIELD LOCK GASKETS AND � � � ' ' � I'll � � 1� � �',� �1 .. �� .` '.� 1 ( 3 ( 1 %/ MEGALt,G RETAINING GLANDS ON M,1 rITT1NG5. SEE DETAIL til SH 2.2. _ I_ _____.: WAY 1 , z�,� v- *. II1,1, EXIST ) / / �;-� E ST PA !1 I -.�," It ,, a DR1�!EWAY J �'�' NEW FIRE HYDRANT. SEE SHT 2.2 & SHT J.3 STD DETAIL. ••- 1 :: � T ,r r, I i �s' ' 1' gyp} j�� . + '-°t , - . , r / , 1, I1. 1. 1.IS, ,.) �' , 11{k f'F .;' t.,t,'�r 1% �sG �+Y`- \ x,. �' / 1_'! PAINT PAVEMENT ARROWS (WHITE) �� \ � 4 � 'V4 ��} I - 8 ( A e �frfi , 0 I � I{I 1 �J2.82 l I I J STRIPE. PAINT WHITE) 1 �, ,:,,� '' ( f j 11 4 .. , I I / f 2� DOUBLE 4" STRIPE'. (PA1P!F YELLOW). SEE DETAIL 7/,3.1. _ t /� • _ ___ - . .... 1 _^ --""_ - REPAINT EXIST STOP BAR. 1?. WIDE STOP BAR, PAINT WFfITE. I EXIST BUILDING I,,' `� T o. AL 155 �' - - _ _.• I { ; l: l�((� 1• .---- .�.•-_'-,r- --•*rte`_- . • - r 'F f1. ,. j�1 `-'r, 1 154.12 . WAL4 r- "yam,-- --_� - �; _.__ 0 EXIST 12" WOE CROSSWALK STPIPING PA;NTEO WHITE. , I . .1.� "" r"" EXIST 7N.AFFIC SIGNAL POLE W11I-I STREET LIGHT. I 4. , . 0 1 i ....l 160 ' �-0 �. - --- �' ;, .J1 I . T M 4 TCN LINE' STA 3+20 (SW T2 AVE) EXIST BUILDING �' EXIST SIGN. RF_LOCATE OUT JF SIDEWALK. x STR W. �� ., + .- ., 01 EXIST MAILBOXES. RELOCATg OUT OF SIDEWALK. , E. 1 204. .. r. 1" MA tt 1 , A, �3+ , a,, 1.\ CAL R '' L F0 PTE TO RESET EXIST PALE If REQUIRED BY EI�CAVATION. chi 1' r W r y,� , ';, , r - r I J1: VISUAL CLEARANCE' AREA. �;r .�t , ' , r. . .- it �ry4P'♦ t v ,, - ., f t f , "•r f IIM Adll�► • 4 I*1 .� �II, ._._ _.-,.,. n..-_. .n__-.-___. __-_ra.^T,_.,^.^i,aq•JMa-w_.__r.�_r-M4�._,++,----.l.-;..�_„-r.----a--+q.�.._.+.-aa•r.._.+,...,i..-.w ' _.--._ .r --_wir.r+..__ • . ' • _ ' -I� , -�'� 1 I - .\ ,r 7. 7 !'I,v I "Ir- un.,� M•.w...r -u..-w.-..-.-._rl- -w..,r.,.w.-_..�i...4 J.-.r.--w+.Y!•__+a�••+w��-_ �• /__ -+r._•+__.n_,._ _t_...r_..r.. _r ...-_...+Y�-.._-•r•,. Ir �1 ' ' •"f F� •1 4tr Date I '' . . .-.- ww. .,., - :�' " 4 ...� ,. ' -w...-,w-...-r+..r -+_. --,. __.. „-.,�_...--.._,.1..__Y.rrr.,-•w-++r,�..'I .. 11 r I . I I1, I 'sr ' , ,UONT. I 13 I V,1. , , 'F1 ., 1 I . 16w s i,i �- 6 P�� rAVE O ii' :' I:.I> +DW Y, +.,.rr..,M.IS./ ..p�1i .w.n.,...w s r«d..rwr". ww .e+ _ w.a r»«4 s...w...,n.. 2. }�. wr. -,, a I RAFFIC I S Choot�4d y RW Y �-2t , > , 4.' ' f . -., w..-d.�+ ....•...�_._.,. .._ "-'T••'^ aA ,. ', -:.f 4�'y ,. `. r` dD � w ' {..•' � +,�. : u -.. f1 ,,�', - •L :1' `y j. 11 .!#. '.y -.. -y, X42 a '.}. - +, 14; s e. . '4f ; , , -. .,4 w 1. "`H 5 ,r .' y ,r , << I 1 , .- .. ... R 4, < > t, ] v � �.. • .;.w ,. i 1. (".._ .µ:..1i a . . '� • r a y� .. ! r Y , e. v , : . 1 .. , ..5 S."1. A. �; -, ,r , r , ;4 .. "1r , s r r 1: w tltf 'e,1r _ - + L ' ! w 11i �t:"S t ., a 1 r , � �. ,r ".r"yAl�i.""'�...` W.:�w.gM.�.M.... �.�.+--ww-...... 4 ,r , ., � r..,. . Ss • w � Fe ,: 7 r ., 1t } $. e. 1 r 1 t w. f +f,. '7 1 r, ,r � „ 9 > ,. .'i Y .-, 1 4 . ,�' a -., h ,. ,. r• � 'r. ..: .,.�. .. �;,v 4 . r w.. 4 e r p s Y': � . k _. ,. "F + ... w • � ., -:;�. .�.. ... ..y. .._� 1. f _.1- 4 :- , ,: ,. � .: � „ a .�. .. .1 .t..' 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't, � - • ,) �' 1 a y' 4�t,`i a;-:�f. •y.,i r rrf4' j ' -.,«..,.,._ " 7.�'^•' , .q' �'��.' .K�`�1K 1!'.., .^ �,q1:." f�L'r: •' )ti _ ......«.-•,y.y,..,,. ..,..ti...«,.,..,+.-,r-nm.«ti„++w,w..,.,.,.. An.• .t. 3-)RR/' .S'�"T . P ' lit «.. t ,,''' tc it K♦( i e '�, A �'7:R'.4 .. , i' SIM • A{f 7, . • "-. `• � _,- _. �,,, �,< i �u �- J � : � `" � ,` '' � h'� •'I f : " .,,,. ,, t"'mow..,.,�'.'^. r•- ....� j�9 a ` 1 "� 1•- 4- y << " <` "ii■,y ry; '`r + ," ,,.,,' .yli. q,,.• orr..• ,«I..,a..---'..,.Irl. k A l��J�J P �.. �r ..•'..-• ' v !•+ .'w.. ,rw 4.r... },rlp-,.�w7rrex, wws ..r•.rwr,r.r. nwY •1w•'• ,.s •1., '�kyr. I, � ' , (( +w+.w•v,r-..,.•+..• nr+ w+,Mn,w..., q. ,.w'V +rlri,r.y„rrrr r,e ,.r,. ''i � 'I. .s'. r r W � 'T"'" _-•-.•.+.•._.-..�..-. _.....-.__..._......__...__.�..-_._.. ,--w• .r•.•' -��,..-_ V :`' M 1 K )7' 1. 1� `•,,. 7.�� '+�.' ' J �„•, . T/ - - � 1 +7, ,, ! unrl TA �r� c, C� r, 44 _` RR1 p/'� 80N TA �/ ^ ) ''" - - .�, �.� .5+ .80 80N I A '�.b. Ci - �I / �f"°` - faQ 'C fir. 44-00 Z S1 5+00 rC�; !.�/ - � f { � •\ � +r y ' ____. _..._. ._.. .�..._._.__.____._. ,- �•/ i 1 r EXIST CURB 8 0 _ (1,� ) -j r...--.. "" •ti' +..,•_ 7 `!"' ,...,p., r,M,.. #�C ' ' K'Aj ' 'M.r.•i,I,Ld.. , 4 , l \• ` Ax, 1 .I , t ' ..., ..r •+. � „ , .,,R,. .. . _ __. r" O ..........dy►. PAINT' 4 AT PPa>.` ' �� AT PP \ 1 ! ! / 3 I \ I NEW �''1� 6 O.I. C A `7 .t2 ' rr ' � ' "), 1a, '� " W/ LD gh INSTALL. 5 Ak x 6 FLG TEE u1 8" MJ PLUG N N L 6 MJxFIG (GATE' VALVE 20,010 20.0Ei � � r ''•'� ,, w 2 LF 'MIN) 8" D.1. CL 40 DO' h I FIRE H YDRAN T ., '• � ' ", : Y tiY 4 ME'GALUG RESTRAIN ALL JG1�lv'TS , �� • I r 1� v • r 27.00 ,k T ,. .t p 19. 'i• � 4 CONSTRUCT P�'l VA TE ROAD ENTRANCE NJ� CURBS SEE 0T I .. r ' - J. 1 L, w !. J, i� irri'Y l/ > r• fCl ryt p'..1a5'Y d "' , , _ - NEW WA TER LINE F n, CONSTRUCT PRIVATE ROAD ENTRANCE w/ CURBS SEE D '` ,.1 =10 152 - _ f r NEW CURE LINE -= NOTE: C44RO p/,3 I i' Tl�'PKAW 1'°01 ' 4 TOP EXIST CURB R 4 P El'+ :' 148 ��__o" h �.� /3 NOTE: CURB EL.EVA TIONS RE-Fs�R TO W3 ^ �'}`, : - 1 TYPICAL TOP OF CURB 1NTHOU► _ _- --- �► RAMP DROP (SEE RAMIE DETAIL) - - ,`G CURE �q _ --- ,,►--- - _ EXIST rU T TER LINE / L),/3 G�,/3 c' CURB 1 w 144 144 �C' .�, ", .,. wr^CUA WE: CURB ELEVATIONS REFER m �' `� N ICAL TOP OF CURB WI THOU T o a ` D OP (SEE DETAIL FOR DROP A T v V a N 6�" '"` .• , y'3�L ;'� �, w 140 w N ACCESS ROAD) 3 a --- —–—- N ) to c[) . --�•. - •--_ _..__. ._..- "' t..' 140 N � \ � u) RAMP Q O Q �� V SEE DETAII. RAMP , `y f "�cF-n►-� Wim, 6 �? d U SEE DETAIL •a } n ' . '; ., RAMP 0 136 4 op' SEE ,DE'iAlL , 136 n !� 5155'37" Ir R *� 30.0' I A _ 51 5'5'37.. \ Q � N * N rn rn `n ;° h o) L - 27.19' 1 j L ` 30.0' R >; J5 Cy7'17• > ao o ,a a v I I L 27.13' ' 2+00 2+5U 3+OD + CURB CURVE NO, 2 ELEVATIONS CURB CURVE' NO. 3 ELEVAMNS 3 50 4+00 4+50 5+00 r......_.,. 1 -10 ---^r•- .n+� BONTA RD CURB PLAN & PROFILE F SCALE N��4�RI.�I2. 1"�20 >•.R " r h or 71 05- to d ♦Ito- LI ' BUS S?CCTP �1 8" WDE STRIPE -f �1 1 1 �1; K,R ' SIGN 1 PAINT WHITE 12" WADE STOP BAR _ " , 9.64 + PAIN T WHI TE ' ! I J 5 �4' 9. 4' ��' ! -,NEW 6* ��1 C ''►. PC or CURS i W�'' CUr7E - T r . 8' I fiUY ANCHOr?F RP RP PAINT WHITE o, I _ _ CURS ! P �� f BEN BY aJ6r 4 r C 1 ! (� P Y - ,48 HIGH L.�TTERS I � J11 TRI-MET `° g" ro.�. PAINT wH!TE ! '�`""'"" to Y W 6. , op RP RP 'RP - 1 SIDEWALK 0 BUS STOP , � 1DEWALK �� PLITY POLE � SIDEWALK 0 UTILITY POLEKT%� STRIPE DETAIL r -- . . "A►1fJ' V //,/� ,} ,%_}�, ---�---- NEW MRL' yu ' • :. /Gr 1 Mx'10 �II�,R+y Y I lJ W /�e6/ ` r ... � ', ,- ,1. ?, 1 �, •.1 111,' '". '; L: I , • ' '.. f 4 .- -----".- -_., - --,._ _. ._._,.-.....,_,e.-......_....,.-.>_..,. _.-_.._...,..__..-.__.. --- ,--:.-__-.......,,w»-., • ..._,. _..-,....... _ 4 X13.., .. . . _ I a :<. 4. PFWL 0MTA ROAD" w , , •,: +... ......._ ..-_..-.:.....,_- „w•.r.. a.,... - .a.w••-_-____ _._ =..,.,w,_•._► .•.....-..`.•- ..L...6.w.'s•+._,.... V�� i �\/"" '�"r t Q-MJ •'� 0 Iwo, ,....-+ .,...... .....►•-....,,.,..,.w.-- _,....w_,•......_.-___..,T«h,.a.-....•..---..f..::.w.w....-...,...-_...._«..-.--rr -._.._.,+..-. -•-:_...-:.-,.--.... -+....._.._r.. -...-.. r ,., :l �-, .,11' i.. d• w i st, Drawn , OW �, , ri r y d, SRR. :�� T `� �r RaEN RML �A 7 L F� 1 TEM � �1!' .. '1 -�96 t E 8 ,' „ _ ,. g T. f a A + "vow �� '' ,r.'• 'v ` '. ,Wr'1,M.' •lw,.+ww.,.y.T^..... .I/ady MMr,.•,+*y�_r,r..,. 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I 'd ''. ,.. Y'rt, .�,... '�Ke,.. 7.. .r x• -f R a' A � ,. , -•-•--. .__ _.,.__.._........'•• .,.•- —._-_--..._- s.. a �... ?i.• k .Yl�. L ^� .. iik'S ,t".�. ., 'I .:v� ,1.'kA.7 ,J' 1'� r{aa'6 c.,I �:a�•1 .u, w �!�. >L r f ' IF THIS NOTICE APPEARS CLEARER THAN THE 919% DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. CI 1�1tCItOF1LN'�En �� iil�!► ►I�l�it;rl�I� �I�I�I��d� �� i1;l 11111 t1r�r��j��f� 111111 1111 rnoM tango emms y Inllm IIIIIIIII u�Ilnttlnithnl trrtl�nt t.ntlm� rtirltrl� rnrllrrt u�!I�j�i i,l�llru uuhrl►Nl��l�rn r�r�lurr urihmh�lrltn� tiulnntmllmi ir�rl�niti�rr�ru� �i�rl�lrr rirr�rtit nrrlrru rrnitrtr rrrrltrrt trrlrrn rrrhrrt urintr nrrinn rudrnr ;�►ilirutlit ! a . t - e ,, r� �,: .. ! ,.r,, + rp ' i...rt:�M•4r �1 � tri' A J. '1G.: •. {+y• + n' •, T , i # Irk , , rQ' 'Y r .. 1 r . kk .. i r (`' s wt�,. YV` fte ! 1 '.1 4 W! fIrw �'•w •d I 1 � ! t• - r ��' �� tj�( + SPS f � M F.' !r' �� 71 40 MA ICN ! 60.00 STA .3♦20 (SW 72 AVE-) T.O. WALL - Y '"'""�'� .. .... .t.._r....... --,.. . .�•... _. MA TC'W UIQ STA 3+,'�G►" ( W (f l mmmv-mo'�MENU 1 y } r ,3 WALL I (" EXIST PARK, G w tY� i N o a� 160.003 It 376 fT.O. t •lydk' I j WALL 158.05 TC { f t , I 15 SIDEWALK 10+� 20,OOf EASEMENT ( � � J (EXIST 5' 14 U TIL1 TY EASEMENT I 'r „•; � EXIST BUILDING t x•c•A W F ` 159.76 e TC I ti 40.00' h EL EXIST BUILDING I 161.48 i , — x ' 20.00' 20.00 �+ 25.00 I j ,,DRIVEWAY cx I }(( PL I O / PL e i STREET IMPROVEMENT FLAN . I SCALE. 1"-20' ®'00 20.0® s � 1, I I I � N � r r✓r li N Q I e v-: I ' ff 3 j� FINISH GRADE 6' IMIDE SIDEWALK T.0. WALL _ . f ELEV VARIES 1 SEE PLAN ♦ t MODULAR CONCRETE RETAINING WALL OP C T f ME VARIES f < — WALL TO BE CONSTRUCTED BY PIE ELESEE PLAN ON—51 TE CONTRACTOR 1 'y C (I EXIST CURB SECTION TH U1 ALL 1\1?.J-3 112„ : 1 0- - _____.�_ Dafe i o-11-98 r`— e - 1 -NORDO..NG ENGINEERS, INC. STREET WROVEMENT PLAN BONITAFlOAD ARM Drawn : RW S11'VV 72 AVE TO SW SE A PARKWAY,— Ch�okMil : RW 3W 8W O TT AVEIM • A rn-r+. on. ,wrq.• rw•._.+•w♦.•/•.wre.. h1q„ 1p1 Job No. s 9S«-206F;I r"t �-28 -96 PLAN CHECK r STREET IMPRON��- NT%'-` No. Date _ - De c� riptionPO p m1 ICK I .wr...Y. ..a. e .` i _00i R � k 1480U$VN 72114 ., n.r t r r - 5, .1 r 1 (..'�7 ti. •r. _ '1' 1.•, 't' w'b.y ,:"1J; '�1,,? ,yy,G •t o•,n r+?'is..x}, 1�.• gUP 90-0607 v, ;pfw n 46 0f 51 1. !1 � {''•y . ` .. k l� 1 r �A t :Rff:- :'.1 wi 1 1i .� � • . •, , , ,•�;'. r , .tib, ?� , - f 4 4 1• 4 ! "�r�', ' 4�1 .y4 , r • �� .. �• ar, . 17�i . s { . .. . 1 . .n .� ... ,t. .�i`_ w ♦ rl• r' . t .. 4`-. 4411.If 'i\` i ' •"F-_.. :�. M...4.N....,. � IF THIS NOTICE APPEARS CLEARER THAN THE MT 9 1998 DOCUMF,NT,THE[DOCUMENT IS OF MARGINAL QUAL)TY. W ` 77 ip"' Ijlll�lllll� 1111111 ilill IIIIiII IIIA I illlill ! I I I I ! i f I 1 i M ICRi � fames 0 aimI ! ill ( f C I f I l l f i l 11 �Illnufllllhlu liillilu�lllilliilllnrltHl tlltlna iarl�m uiillui�►�ihlu m�hii�ttiihi�ihniluu+n�lau �Iuh�i�ImiG�i� nnh�u mill+u nuluni�Iititui�►�Rbnr 11lNI . r �irlu�i�uull« u��i'��nc a ♦ q, ,: ,..- 5� .... .r ,;req .. r ..J-�T"W -:. ,. a'.,• - _< i. , .•vR""1, , - .i Aer'' !wr ;ie ,. �1 • • •a ^ p¢y;' i' Y 4. _ ",4, A ,} '+A ,✓fd. ✓ L F. Y ,� .•r +. ', �A 41 l Y + ,.., .., - 1 ,. ..,:�. M c . r( ., • .. aFM ,.s .... .- .� Y. :.. ,. e , ,e q " � s�- .,N Y ; ..r , ,.• �7. :, � . � Z,Sr h .,,�r; :' ,, � rt, + J,. S ,F• I' -1 Ty .i' t ''1; r,� i�A, 4•,'• •f. , y A `DOWELS 14f+� " r `"1°G!�!£R dtVSFRIA-� T»E" MECHANICALLY ,. LINE IAP, OR APPROWD EQUAL r ,k i -�■ rr�� FOR 12" AND SkOALLER '� • ,,. 1__..�___ _. _�. ,_ _.._ SIDES AND SLOPED T ...._. .. ..._-. _ ...�. � k ,• � o o�' c _ .•__ _ (;800 IN BELL END PIPE Plf,ICE FOR r � AREAS TA RE -- --_ -- " , � YELLOW15 � Llt'C�R, Li10 � U9 !PAINTED MIA ou OF PIPE. PIPE,PIECE A Exls rEXISTA SHLL. a�" rFwa AN O E INTO PIPE- , . SI GN OM- 3L 18" Cep 18" CSP " . . r i �• � "� 12"x36" _ _ m ppwra F 1 . rtiEE� NOl.£St -"•-.. „ _ ..,....._.,.,....,.._ '-� � .. ,---...._.. ._..___. ✓ ,,'' .. � �. .. �'�9'�RN'-� � , i M " iNDE x 2»_ IGH 6 ..�_ -O 3 0 3 0 6 1 '! !! r � M_.__. __ r - : IPE S �. ' . ' �ShXE i4 ,,W � � r&.� P r. SPACE 10 Fr Q.G. _ » a INODICAMD ON OVERSIZE FRAME do GRA TE PLANS .4' PLAN '----- --------- SEE USA DRA WING NO. 170-ST y 1 r " k r" 1,_6 N SEE SH T 3.2 ....», CURB --- �' Y ♦'� h ,4 �w�i rl z °"�.,• F;NISH PVMT GRAD 1 CLEAR EXIST A.C.- " y SLOPE - MA I-CH PVMT SURFACE <♦_ _- -- } ,yr OM-- JL SIGN (OM-3R A T EAST END} ' 4 TARE 1 T Z Nt ARY 6 �. . 3m.3 W2.1 x w2. 1 E---— WRAP TOP wi n� ► . ., .► .+C... OR _ Z 4x4 w2.lxwYELLO 2.1 •3/4" x 11" DOWELS SPE W REFLECTIVE EXIST p EXIST p 3• � { k 18" CSP T' 18" CSP SECTION A -- A SE CTI4N 8 -- 8 , CONCRETE SHALL BE 3000 P.S.I. AFTER 28 LAYS. tp may' _ OVERSIZED CMP 5ADlYL,E� 2"DIAM WHITE %•: � FLEXIBLE PLASTIC � -- �-----� � BOLT TO EXIST CMF' p FILL SPACE BETW EN• JOINT SPACING SHALL BE A MAXIMUM OF- 150 FT FOR EXPANSION JOINTS AND PIPE. ^ ° PIPES WIlN MASTIC SEALANT 151�T. MAXIMUM FOR CONTRACTION JOINTS. PROVIDE EXPANSION JOINTS AT INSTALL 25 0.(,. CONSTRUCT CB CON -!NU ,PIPE POINTS OF TANGENCY AND SPACING AS A80VE. <— PER USA DETAIL ---� ► `, -�* ", SEE PLAN;FOR ,S12t" ° DRW N0, 160---SrJOINT MATERIAL SHALL 1/2THl K PRE-MOLDED.ED ASPHALT IMPREGNATED, p ► o ° ° ,,.,:..-..•.-•.- ` . ,• t` II p • NON EXTRUDING. P ON SH T 3.2 ViQF'! S: 3 �a T 4 ` p ° oop - rQ E DOWELS SHALL BE 3/4"0 x LENGTH AS SHOWN. DRIVE DOWELS IN EXISTING 1 .. A.C. PAVEMENT. _ _ — SECTION A A SECTION B B - M. �4V ^ MEDIAN TO BE PAINTED YELLOW s 1 TRAFFIC SEPARATOR 6 CANDLE 3 01/ RSIZE CA TCH BASIN Exrsr2x ' .: - liii rr�, .:Y fid m 1`r Exis{. gen (Up TAR EXIST S TORM LINE c'`1• _ �. 11"ICH LAM & PIr1 ie PVC HW (ASTR 301; OR 3S) - SIN Al VCCIF x1 1 OR11111 INTO (070 OF RUINER 4" STRIPE STRAP RETAINER ' PAINT YELLOW " �"E AFTER 1�,°EEtlE IS PLACED RIOOE'3 SADDLE ITEEI _ 11� 1I(R•E• �`• y'p1 ye({ ' .pp a P . ` I ,b �' !0.'M. 1R � MIS•W _ Y aw_+ �: +1-'' }, M1' RUMP $AMY � 3. STAINLESS r3k &M!! 19✓li• SERtn 3000 . � t ... "", >� �► .r ILAN/ PAAItATN � 111,11 �a �Y� �j(r�p�• .y^ t11iRI4 I•• AIM 11�1rLLa rn1 r......— .7G �• � HALF I .�.Yr�•.t 0 ..r •, �.•'R' ; YY' .'Y i r. K'7 DOUBLE S TRIPE FIAL0 100 CA f^$SIAO 81411M .,►� �.. ----------- AM V4V 11%ft LANW Cowl li•. � ML'1rp141 axs •� . . ... . �. �',,. / 1M1M4 �• � ( �� •� fav 291E iW 1M.�1CR 1►LY11P►1 t o • Ti1E�11 �IA01i . r ' •. "` r,r y 1 �� ,�t el q�a •h": ' s>!aiw w►n 1 1. COMPLETERUBBER %UVE 4AsYM C-4,931 w "" GO LAIKNK 10! OP lr41 't$ 9ICIi UDES A HOk.WD IN1001 H&M '. 4K ►A1MTd1� fit• {>I ZN PLACE. •� I ;,� •; � :: - +,,,. r.. " - •- •••�1.•.».rw • •wr► .•.•...:..,..••.•. eewLwy...r•.srow+r .. �A ' 1'.�. �r''µ�d+Ya `��,�:�`' r-Y AC3 ENT" m UOT IJ" � •I�AR°1 '� ' rpt,, c, r• 1� w. �. . y..'- a p „e� ,a t�'11•'� , s P * 1 NLESS STI�Et. b • - ,.. {. r re rr' 1. ,•aa } �. Won" SLQPf F 1 'SES 1n 'STRAP PIPE a 0.010, FOR t 4" PINT a Con. • by _ { 1 • Y '� r ,:,Y'. GKEN Ta, R LlCTT11�B .�. - ...b" ..r... 1101 r PVC SADDLE SHALL K, ASTM 3634 SM36 4*100 mum &mt= moIr1 m PVC. COMPOUNLIS SHALL K ASTM Of 704 U17H CELL CLASS OF 12454-9// .•. e.g. -swr• ft gl,,ty.,,t • M•eII�R.1aRi,i. 1� Sl `� s• ■or ALL E,LASTWRIO 69IALS (RUBUR GASKETS) SdWAAr NE ASTM 1177 `A r - N STE 9ANN 11"AL1. K 304 MAISS, FWL 11/W %"0114 @tea � STAINLESS � AO IUM � -•, , 1 • U£ 14E Aa►, sL0 T JGNi! C PIA � TE '`, '' ",. ► • - 4irN'iMSTi;'f.L. � T • I ,+ k.r., ''ri ► -• , a«- - • rlrt rant wrnb�rK °.. �:... .. .:...� at fry 1c rlto I N1fE1RT I(lN WX1 01 ALL 16 Cdr: 041 LLEO. Writ+ ,' / war ILII; •1TK ..Au !dC10. .D( LEo. nbun �'1•� t - re USE ONLY dN cowmvir OR OUV ILL IRM Q010%. ' r _ - r. z rn36ee ' GT } SERV ICE LATERA _ ,: L • a " ♦ e6 r , _ 4'.r. I @T'" •9. • 'f� •A > .I�w- �� -yt 1 T Z•. - • .r - r" N .a TM - -- DETAILS BONITA R �0 Date 10-11-96 Mm"RY—NORXING WS. n,ra wnRw SW T2 AVE T� •SYS PARKWAY i^ _ • -_ __..._. --- w...._.-,._.r.......^- — _ .. .__. ....- _:,_.: _ .,.........,.....�.•,...• _ rwr.w......•..r•,.. - - ..rw+.na.+.•♦..,:+.w.+.rw»r++Y.:.n.«.:w•.re•►„Tar,. ..Yw=..,...•.®Yw•.,,.•,rw4l.rri, 'a'.•� �?*�, Chocked RVNf SMdtCT1"AVi'IINf } Y _ ... -....._..._ .--_ - .._ ---.._..__.. -,-......-_...__ ....: . ._..__,+___.._..--_ .--.-..rte.....+---.....--•-•r-.---...-.._ • ""`.. 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M•�.F dii�`M��k.r.�STREM AW rr _�F •� ., 1 rr , r "1h ��' '•-TUI AL ��'Mr 'a h' � ' •. ' y 4` P.C. L MAIM" To NE tom:-M 1101•- } C I 1• OP t-t NALI 8N� 3000 P.it. Wait OAY'A, M 1M)<• Iti11�ICt ��►M� r 11Q MA8'N& W M A , a►'o T� OP ir/20. AA -- 7" AtIPltAl.X1G r 3/4"�-(r ACG. ®A �t X P�.S ro RE 5 FUT Lazo. A ' • ' TRAVELS i 4` (�'-1P�°' - MAICAVE ,NA> �„ ' •.�„ ` '�' �.1 �,y�,��, 01 TO p P �CE T SIDES OF DRAG T PPR �,C E CONTRACTION 014 TS: - , � ` �'•: .� . �a�..._ �- �,' �� . 11R�/li,�\lA �T� 1V p� TL0�46.t� Al �.Y6.i K .TP76.M1N MrI'1•�/M4(��y ` i ;��E� �Awn� U N.ITY "A.T% Rftt�'S• A AT SPAC"j' NOT TO E)CM FEET: I. SPACING '110 K MOT M MAII 10 FT, � AC �� N AIPNALTIC NOT -& 4, FM $DVWAkX AD&WIT TO THE OM AND POURM AT THE 1144K 1149t AS TW I A TH dx DEPTH aM T1i► �dltl' l09M1 AE A7 --~-^•~~- OM, 1Kf11n/t IIETiN&FTi Na11 OWL 8E .1�IT NTH /t MN1W. 1/2- RAIGA9S.. , r.�fn • $ly Mx � LEAST OW F"IN Oft• 7W CAC4S- 1. � 31t1AO L ATTAIN A COMPRESSIVE 13TR1 lftTH OF 0 P.hrq■)A 1 N,• ,� SHML HAW A 611114M nilWS.5 OF 4 06CM3 Wr MO ITAIRE SEC711ON r AF" JL Aft" $HALL RE 3/4- !SUP AND RAMP PARIS **ALL iK � 4 S r 1! qOt 1f ; A1Ut 11ITE110ED AS t'OII`710N .Of Y. M aa CONCRE CONCRETE BREAKING STRENG STRENGTH: `' �i�11Ni1E1lNASE� � HAI+E A IMlowllil 11.IICISR4� � �8. . 3. &MA E SHALL KAYE A ME0il)W BROOM tom. 6- 1'JRiIMI /?S w CAN$ AHAm K EMWD TO OA01 � K rrATH r ONS ,. � '`��;t a. �V,�.• �'� �anc�Ar t� COMIRAMN MW 110} K PLACED M PIPE I. TO 0E - (1..�J/�■ ... •!l�wL,�it�rac � " �� , � iso rs.�. � �Y� STNER DON V�M DEW PAVEMENT 'I OUT WHMCHAIR RAMP STMDARD CURB maw AWN 11111101111111110111117 Mum ow OTY :OF' 71GARD jil'Y t 1� al a��o. p ,tea �► a+wa w (:�Ty OF T1 GD °"' ' x a►a u. eiN>4 ""' ' N.Y.N. M>RMt� -Nl4••M 0[TAII,M/M�4AMr�RA{ Mt?i 7-+r°•iS �,,«, i �, I•wn.i■w��..�..� ..�.�F.I' � A� �. MLTsI .�° �t �.�. t,�• r`�y�" MOM r r% � !4t~.E�,.� r',�� yyy�, +-. qM+✓'� � +•^ � j[. .:J, + • .. r _ ,.�,., � � _ -. ..r. �-, v/J,.�M-,Y 71lgr'��y9.N• N.,k " � 1��'� .�9 l ,. , `� r I .�'y'� "•• i _'i ,•^4 -,rCIG � 'y'•'t��'i .`a+-`ja ,�. ,.�``M•t yV� ' ' � �d_ • ~..N T 6' Wf' 1 fATIQIt RAW. aw-a" I". 101-0' RMrt, y�.��•�:��.;�...='��'�. � �`'��4 � 4��M'�M e,312 TAWAS) ,. r•s■V Q11pKMIAY ....._. '.' A ��,.. t :* M^'• ,:� • - A �Sr4w,av , •^t•,,y'. �, - �1i 7� �' �.�`�. �, ''tiff •'t SECT= IIAIKS NAiMES A ALFL •-w- (M T'AAIES, NAM CPAL�E � yr W . sir 0 • i NAM ;N men �' • • ,Ir • s., ' '*' r ' r, 'It �• •1 r '� '� �`� t'=-ANO fiRA E r c^►•� •.c • • ...... �.'-,........Ntt� E6A11 � New r • - ' - ,•i: -,4' :,,, j ' ' �'�,.,. �..� IA1ra�aN • x ar T 4 �"'� .�01of'�S to GA► MlsH lls� C IM+LETs " '� _ ° ."■'. .C� ... ,�..�.......-... • K I TO 1� '1r4TA6jft 1N 1 4& PLAN RN V I E y � �� .. 1 ! CQMj�AC'T9ON 1TO. AiCC AMr lit?" OR �4• • Avtto m. k/�dfiltAIt h r Ct111M x+.. . = �_ I us •, PLAN CF OIIIIN a� I�rr�lMs1_a�.r w FOA1 ""� tV�M MAX t -0 MAX✓4 � 13 1/2'c ., •r - I A � •r � 's�. ,r e ��r.' f;, RDAat .. ." r•i ; ` i FlIYVY'MVV1-1/20 /5y EWOW ,. 1� It ' ,w' ••i, .__'" - 1•�-. a r• r �+4 '� /..•• p, RIE 3W 1111110 1?17,e 4f ob ;r RA � fir. ? �! .•�' �! + � b s w ,'� .4. � � " �+ g�• •1 .?r ± � '.e��- ",,t 44 RMP r•�t ' ° 1. �"' Of ECAC 'r' AD=QAiE �..�. vR�L t'�Ii. TEv /� a LS• SECTION A-d £> ON. 9:- r49 t. COICRr?E SHAU ®E COMMERCIAL Mlk. � CATCH NiAistN ,0 K CWSTIItiCTED Ili N1• 4111. t If ` � ; �V/AI.P ,r �riq• l i• V64t P►.AN wNNM ?'w NJ� m1WvA1.#( TAiI. T 3, A V� JOINT NTH A MINU lel 1%,, FtA9�Uffi i+41e atQt trD ",,,,,1,,,, STE�4 A£OUINtO i CATCH IMS1t1S (1YER s' � � a-� IDN AlE Ok . INir NU. 1 afb471 iA t NNA ......�.e. e" OF 3/A` COWAC T60 "St "ATEA 1"a R/Q Ib.• � a 3 it.�AQE. 1rtilT£: I A FLAT 6Nt STEf1L GRATE PKCAST CATCH 1110100it f - fBlM1C AND MAINFRIA4 '�WIIL P£ ORE 9'ttIKNiEO EQUAL. MALI THiCWKSS TO K S" � h00I11AMA,L THICHW66 AM REINFONti",I:NE'NT SH09-L K REQUIM O FOR STA7f� ,{ °�"� F41N� ORC6NENT TO K RiNIW N(911W, 41" A�41r ryGJAN» 40 CO WILOED VIW, OCETINII ASTM A,1'!i �V�� R�l� � i" � FEBMNfNY A1'1'LICATi01'hg. ;. . . COMMERCIAL. "I'VEWAY ' P'lQ1JC ROAD 1iV S _...� ___�_.-�.-•�- ,,r '.. ,Lrrrr MM .,r•urw,r�Yr�u.• .. p 1 r f q M.,.1O� O1► ..RS I ZE CATCH BASIN � OVERSIZE GUTTER' � Ct��t0W-104 • I No ^ FRAME AND GRAT■I•. 1 , 1 INLET CA IAS I h0 Y QumILS ! Malls W. i yo- •-�• -- DRAV Rio NO. 160-ST J '•.� 9 .. , rrua aw►nf�ta 10 ta.Jlvaw rM p►�,+ I.p �1•il!! -05 " I ' 'Now VWVI 0600 Q WMAW WSW, "M 09, , ■ ■ w t Da,, o._11 ��,� IVC S1 'ANDA�ItC) D�`I" 4r� BOIN�� . I �OhID A �+ �. Grown RW SW 72 AVE 'O SWS� N A Al WA tr 30(T18W COiflE'rT AVO" Checked RW ..� .,..�. ' . WOv" T. 12-20--96 PLAN CHECK Job Nd. z 96-206p �PAX pM,,e roqW-�y..� .. No. Dat_a Description IMPR(?YW� REVISIONS • r ,{` e r �F t 4. a Ir? ' , 7 2.1 14600 SW 72nd / SUP 96 0607 fe 46 of 51 tj , tiC t N' •S>d:. -�[:. ..4. t i r s "+ �. 1 1 `• '-..�. r; t ✓, - +" 4.n.. t' k L_ .y �" •,.•r +, ►+1-j f` . IF THIS NOTICE.APPEARS CLEARER TITAN THE OCT 9 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. r11ritoraLnIcn • 14 rNdl MAN)t 1N cNwn , ' IIiA!!! IIlIAii! illllllllllllllllll�illllllli!lIIIIIIII IlIIIIIit 1lNI1111 !!Illi!!! IIlII1111 IIIlIIlIIII!lilllll Iilllllil illIIIIIINII IIIIIIIIll111rintllllltn� nnAln nlilllll Imluli ntllati uttb 1!1 tlldnll 11nhlu ilnhlu�lll r , a H . " j/,/ �'�1•+,� r.�'1 , .� •i' ! �.rfY't �Ri G .�i' . .N'; , 5 f J . , CLAM ORO Of Pow mycftm To t p,. w. ..•�,.,�• :ate r +`. t'r r' '`,+ ;`a�`"' ,.. :* t{,,,�� rr■,M9 t a''"'�rl*'✓• 6Mtw�/ � � M'�1 •w�/; WK � ° � . w..,_.. r, •'r�. P01��f T 2 4'r'NOT •♦ ' � 4 /• �� M IT, OPM LEFT 4'moot As vwi 4r c 3W4 SAM KD ,V r0''S•• ~lyvf NAP �_..a+1„7 tV, t! 7''� 7 •'t ./a h' . '�r l F 7kM1•, J, s n ^t r .A ` �• • "' « `/ J " i �1 ,, 'fig ''r. f�'� • .t.: •� NRT�IF •I ► � •V W Y`'J' t F�' S./; :y lM.t = r, •, - MIN. a 3e Of '+T� ao r•�t� 9� -01EL L .0 ae • lI{ t 1 �•{ } • a' snll�Nrr z"�aoPPER PIPS • �. . .» Ie ,lJw `_ ` {' w r� ok -t�11610 •"''jxerr t t1 1 �A fia. •1®01PLUG/CA . , .. Q ' ••' t. ' 3' a. •_ ~• • .• d ' I99AMM�� /ASO I0a • , -W7 • . ■•• ' • •' t �l�, b 1 yrs' Zwjw man t 11 C 4N t 6" i~lA>w I �t 0f �:URI3 AND/ �� ems"" Into ` a . � , A► a3 ! WITH 1X1 PAPER i� CV �» � OR BAG( SIr1E11I1�►LK �. 4 �i .: . w . 1 +1 QI �! • 01 .0 t�14CKFIL4,1 .� .• • «. w t•,• OIt.r -- •• ••rte • s �y , , •• •�•� �'i 1: ♦y• r: r up a #04 4 07 .9 y 04.0 /yam 01 .$ ••■r.t••• ytS�..e �� .I �I7 V •fRi•� .. •. , , � .. . • .• 7 11 .R .At.i as-a 4• .� `c ;.; • .�_' . t / �p �' .,: J t rM is 11 .8 #4 .0 say 16 .0 R•.A "r 04.61",1 MD- ! • '�'►l ft err •j r. "' i. •,.• Iii is .3 s# .? soy al T its "4 45 .1 • �n�{{/��•ygNJ/r�1t��y� N .. ; r. . I�" 1 t ss i Ito a is .0 40 a its A t G S (11,'A 04,0 _ I r"L0.N�SIMI". • �• • r• •� �••• " l �a Z 1* 4 IO .1 ••,.. As.I •. •!�' r•L• PO 31 .3 44A $a jr 4,0.4 14.1 r�' tNeM A CidlTir . ••• .��; t;• .; •�• .• PA +16 i 641 Q rO t94.0 r. 1•IQIrT P. r g- /� ,� •' _ 'ri .y5 I ,� Y., .,I r/Ae ••`•II • ••••• ASOVE BEA*" = ON T� tW7�� 40 its.t. AM I�MN � g ` 6 Sp4�R' - i I04 ti .�'i• s �. �"'• POPE KDOIN�6 AND PIPE zom /COMPUTE EST BMTS TO CST , - MATEAMAL COM TO 96% 9 ess"f U8E Tth9: Tit3w. � ; 'r ALL THW.Q FM WATER MAIN WffW �M,�J x `��" Plt �e • MANO +f N"•(T $M %ft$ ,� t M M 6"Fid TEE (See PA,111 tor " i �k.t�.will - '17iI�.Ati 1•ice! �1wgY�1��. � �IRi�YJ11{� � 'y �} •- .. a. , X 8 x W K. BLOCK i t a NAa�rt ) TE !N r t)PP'�e It i n 1. : TE 1'YI M ALOCW* 'I`tl d� i lCl�. V20- . t. XW #A pF dOtNT AiIlO I V2 YN. OF 1 N2 -& ORANV MOCK " To `"90-ELL y� 3. �{ ��►►ww��p�pp B�.r�/1� TO TOP OF COPPER �'M1ARD w 4. IF ar < FOR OBPICt?RET�. T!*iUST r t T � s r. BETWEEN MITE VALVE AND HYDRANT _0D QE MKIE1 aft D 811110"Bld)CIC � � 1 y O TML NO. 113 NOTE� CAN BE PU N,BED Wff" t� If TBMt�Q11AR1f �, ON '� CTEV& NO 103 ` DETAIL NO. 102 r' ' fir.•' r.. ..... u.r•w. 31000 81 CONC. } ' ' NR OCK A ItV3T C0�► V&iC G Iii{1 H f p i W New r . :RECTION 3*000 PSI CONC. THRUST BLOCK AGAINST' ,.w UNDISTURBED EARTH ��; TIE ROCS A. RETAINER GLAND � , PLUG OR OTHER FITTINGS AS REOUMD MT'CM L1NlE w •' �+ � ry MIN. MIN. MAX, � `1 PLAN VIEW DETAIL No. 104 w i Dote 110-11-96e ,r �, W. STANDARD WATER DETM—S R0N1 A ROAD AREA n RW f r� Draw SW 72 AVE 1O SVI '44 y j Chocked : RW SM EW OOF10T Avtalll,t� _ ... M . . .� .._ r_.. . ..,.. ._.....1... ..>~.� ...... Pommo.Qv"gm 1.2--•70-96 PLAN CHECK Jab No. : 96-206P ..._..._.__ .,.,..._..__._,,...,.� !?-77+x! '• + •} No. Oot• _ _ i acrlptllon . , STREr : FAX i REVISIONS �_ R 14600 5W 72nd fiea fAiL BUP 96-0607 • r r 49 of 51 M, i iv ,Y�. to Ti'JT ., , • . -. . e.♦ r L , i , r. 4` `� y do,2 •a -.i:..a .•1.._ t 1. Jiir.� J'j �, ,°�C' .k,. , . .ya.�"r e. a ' � ''; I� !• � _ 'fj,*� t � tiw�r •�''�t� .r . IF THIS NOTICE APPEARS CLEARER THAN THF. Wnt� 9 1990 DOCUMFNT,THE DOCUMENT IS OF MARGINAL QUALITY. SIT 1�91C li n1FD ,1 1tl!II,�!It;�l! t!tl!!!,tltlt tttltltltitltlt tt�ititi►(tl►Itlt tl!I!I!'!Itlt ! tl�ti11! � Ro ori t t t ! i t 9 ►it t t tt.� t > t i tt t i t t t t � t t � � t i � t � t t ! t � INC m004,,,,, i SII 111111 Ill , llj , tll ( ll 111 ( 111 Ii ( III Iil �llilll iiilinl �ililil�+ inIlu�ill�nlni�!nllltul!�nlln„1nnittt� nlrl,ul II„I II„InI,�,,,►;,t,�`�,�I�,!„n u„ �„ I,l�h , 1t �;�I, n,Ilrrrr ,,iirrtlrlrrtrrrrlr,rr,rll!trrr rtt�ltt Iratlnr I It ; t l h I r tt t tri t t III Litt Iur itl tnr tttt nrrinrr nrrl rtrhmluUtnl At , � .. :�� - !•)1 fj'!' .., .a :4,)'Z -? ,, :E .f +-. _ ,r: •. .,r�r.•n i-,,; r'uK,, . :f Ile ,is: ger,_ .. , .'�}'-M .., '•+ !'`4. ., •= •` ,e# Xi - ' , \ � r •--- -,-- ,__ _._. _.,..,_•..♦,,,,..",•,..,,..,_« ___..._..._. -....•.....,.._.. ...•....,......,.—...N..,,,„:,....^.,..--•g;,,•:.-..y+►+`VSs••A•' .'■►••°,...-+.....-.r...,.w� ,y ,.�.. � _ _ ,--- -- -- -- EROSION CON TROL MEA SCURFS ofoa BOWA r __.._ .�__ _ _ _- _._ _._ - --� _ ` �.. ....__ _ _..�.....� _ .__....,,,..._. _ _ ASE W WEA 7'HER f_S T E',�� , EA SCtRE REMOVE' Ajlr<`,4 a Ul�?E` r G 5§ _ 'ars / - ____ - ET A ISH fel C� � "--. - -----t- C _i+oo _� -- c -- ___- -------_TA a. ROAD }��.�sz_�T� � 5*4*80 90WA ow MEASURE MEASURE 12r sS r I I j 2+0o c ____ _- - -- c - -- c� _ _--. - _ o+ SC colt - _ - _ CONSTRUCTION IMMEDIATELY AFTER THIS ARE AFTER ALI_ CUNS*f; XW -------- -- ----- - -- - ----- -- - - ---- tl'd TRANCE. D. I'?I TO ANY � C • , -. j 3 c�- _ -._ __ -4 _ _. __ — _ ._ ,�' ~ 1 CLEARED. PRIOR OMPLE ED ' II EC - ; - _ _ nY� �� qrr arm ... _../ -° ' •-- ..- .. EC ...... M .... ._ �. • ..._ .... , ...,.. ..�. . .`�. . • t.... ..... ... ,_'�,. � 4 -_....._. _ _,- OTHER C(aNSTRUCITON - , •......._.._..-_...,,..,:.,.._..�.�....„; ,... _.- - _ ....._._ - ” ---- w --- - - -- - - - _..__ ,wI---= r SILT -ENCf R {.•T I --� -- w is' w-� PRIOR TO CLEARING, G UBBINDG AF SFr >�► CMV SiI?U 7 q a it 5F '�' .. -- - - - - = T :Y' --- OR ANY -' i--`_-- -- -- 1r — — / - _-— 4 S 1 21 SS _ - - - 21- EC 1" _ /0• - DONS TRUE T10N COMPLFTEfJ EC EC\ .- c :o INLET BARRIER PRIOR T 1 AFTER C T C OSI r , !' '1 \ , ' ... -�-i C -+ •- I 3 0 CLEAR N� r GRVEt&ING E AL1.. OI`! B ,; y OMPLETED 4 ,- y r c - (44 OR' ANY CONSTFUCTION so ' 1 / EXIST CB`,l/f I AFTER CAT F fN AT R L C}NSTJfiTI1� �� o � �/ sINLET BARRIER C 1 BAS E AL C�. ? , a \\ I - - L ;_� NEW CB CONS TRUC TED �:OWLL TE'D � . NOTE .3 _' __--------- ^-- . --' . • . � ( NOTE 3 NOTE' 3 EC I 40, I 3 4 j��j ACJ 1i SOIL STOCKPILE S0a_ STOCKPILE IMMEDIATELY AFTER AFTER STl�1(POL I + I i , a; / ti \� / I SEDIMENT FENCE SEDIMENT FENCE STOCKPILE ESTABLISHED REMOVED I M _ = N NOTE 1 NOTE 2 I° c� NOTE 1: CC STRUCT SEDIMENT FENCE AT TOE OF STOCK PILES PER FIGURE 3-2 OF f 7 EROSION CONTROL HANDBOOK' r„Ir f 2 NOTE 2. PROVIDE 6 MIL PLASTIC COVERING OF STOCK PILES IN WET WEATHER CONDIZIONS. INSTALL AND MAINTAIN TIGHTLY IN PLACE USING SANDBAGS OR TIP,ES AND ROPE'S WITH A MAXIMUM SPACING OF 10 FEET IN ANY DIRECTION. ALL SEAMS SHA«. LAP + AT LEAST 12 INCHES, BE TAPED, AND WEIGHTED DOWN THE FULL LENGTH. IF SEAMS` '.` PARALLEL TO SLOPE, THE UPHILL SHEET SHALL OVERLAP THE DOWNHILL SHtE7. ,so NOTE 3: PROVIDE TEMPORARY CAP TO PIPE AT TAPS UNTIL REMAINING PIPE INSTALLED. LL 155 N LQ EROSION CONTROL LEGEND. -' ,� • ' II v k �� - l� , I 1 -- EC EROSION CONTROL BOUNDARY GRAVEL CONSTRUCTION ENTRANCE \, EXIST �` I I �;��',G�-I;1�(��;G;�T�^,, PEW FIGURE 3-1A OF II r < PARKING ; I ��'�'� '� ,. EROSION CONTROL HANDBOOK” 'ra Li _ SEDIMENT FENCE PER FIGURE 3-2 • _ � �� o _. SF -- OF "EROSION L , ,. 'r •, , t , ; n„ I CONTRO HANDBOOK" fV I ` - .`a p , `♦1.:, � rk'.4f INLET BARRIER PER ! N too - - - II - �I 1 1 '`r. , � FIGURE 3-7A, 3-78, 3-C7 OR 3-70 OF EROSION CON 1 ROL HANDBOOK' N, dr y EXIST BUILDING GENERAL EROSION CONTROL NOTES: CONSTRUCTION 0 ALL EROSION CONTROI MEASURES SHALT. BE IN ACCORDANCE WITH OAR 340--4i-55 AND UNIFIED SEWERAGE AGENCY OF WASHINTON COUNTY ` 1 N t( EROSION PREVEN77QN AND SEDIMENT CONTROL FLANS TECHN�AL Gt!IDA_N_CE HANOBQ DATED FEBRUARY 1994. EXIST BUILDING 1 I 1 2. APPROVAL OF THIS EROSION / SEDIMENT 4TION CONTROL (ESC) PLAN DOES NOT I i ' r EXIST CONSTITUTE AN APPROVAL OF ANY OTHER PROPOSED PROJECT DESIGN ELEMENTS. j i PAPKING i' 411 I � ! I 3. THE CONTRACTOR IS RESPI.,NS/6LE FOR THE IMPLEMENTATION OF THIS ESPLAN ' d ��' ,° �� 1 I �' l x EROSION CONTROL PLAN I I AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UNGRADiNG OF THE . . • 4� j + $ I EROSION CONTROL MFASURES UNTIL ALI- CONSTRUCTION IS COMPLETED, THE ' I SCALE: 1 =30 -� III I' VEGETATION / LANDSCAPING IS ESTABLISHED, AND BOTH ARE ACCEPTED BY THE CITY. f ~� T4n�P ♦ •'rR 'i .1 ! ,, fiK .•'t! k5 der �',. I I J 4. CLEARLY MARK WITH SURVEY FLAGGING THE CLEARING LIMITS OF THE CONSTRUCTION I;i I f I 1 SITE SHOWN ON THIS PLAN PRIOR TO BEGINNING EARTHWORK. DURING L41 CONSTRUCTION, MAINTAIN THE MARKED CLEARING LIMITS AND DO NOT DISTURB , it THE AREAS OUTSIDE THE CONSTRUCTION SIVE. ' , k; II 1 3 5. THE ESC MEASURES SHOWN ON THIS PLAN ARE '(HE MINIMUM REQUIREMENTS FOR II I IW Y ; THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION INSPECT iNESEZ III I � I MEASURES DAILY AND UPGRADE THEM TO ENSURE THAT SEDIMENT LADEN WATER a �- ��Yi '�•« � r4" y +"1'a III I I DOES NOT LEAVE THE CONSTRUCTION SITE. + wr4 F 6. INSTALL A "GRAVEL CONSTRUCTION ENTRANCE" AT EACH POINT OF ENTRY TO IHS _ ti I CONS TRUC TION SITE ACCORDING TO FIGURE 3-1A OF "EROSION CON TROT: HANDBOOK, III i 1 ,•- - _.-.:-••: .- - _ .. _._.__ _. - - _,..._,_ _ _ - - _--- -• - - _ ..,.� _ _ _ _ _ ! - - _ ' , {{{ .• �� .�x , '.ate• ,�,.,� ��:,�'�'• III I � 7. PROTECT ANY EXISTING INLETS PER FIGURE 3-7A, 3•-78, 3-7C, DR 3-7D QV" II II Ij 1 "EROSION CONTROL HANDBOOK". }y 1 t,r1 {' ,+ ,kis� V � �•.<.. MO111 5W > •yy,,r-Q _ EROSION CONTROL P Doul 10-11 Q8 �` � �, � L.AN BONITA RO AD% A Drown RW 4� � PARKWAY . a•. � SW 72 AVE '°i' O SW IA PA �WA w 7 Chocked s �tW NIV OW Qt (T A ` ... ., .l•• E 11 Y .c Job No. 9�8-20+sP PFIA�� T-f7� "M,., •° .« �� 1 � ' No. i—,'-pato Descr� tl+�n - iSAyc -y"I�M �,r TR""EaT IMPIRCOV6W...... .+. + F r rte: _-+�'�_•--•- ... ..rr-w+_.w.+.._,._-..........- AN/\�. .�.. -..,r..._. +..w.,•..+• . ..r.+.,. s: .! { •1 4 ,"�.:.:1 y'�' Y A1,� _,. . REVISI 00 m- 14600. N 72nd i 8UP 96-0607 a , 50 0(51 �' r', 1 K' �•a" t 4 : is ' 6 • r s i ''�• p"} ,fly �h .... _• ° _.:..f„4s... . _. A.h... f'k• ' -. . �: ,. ♦ L . � � . f • . . n a SICr •r.. .. ,. . "1R, ”.F' ,,e. ., 'q .,ir�'•.i"`• s1Ys�F�.�• IF THIS NOTICE APPEARS CLEARER THAN THE, n�+ DOCUMENT,THF,DOCUMENT IS OF MARGINAL QUALITY. 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