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12123 SW 69TH AVENUE-5 c y2 1 Joh H F ubf, y tr vp 'tca #k �c •rni' F 1 a 4 r a I n F �r � �`� s� a y ,�v., �,,.�.d` f f51, Ali A h rM1 � + '� ! �Y�1 tt Fp ati' +G .✓t For- 'p f ti ,. *n.'� `' 14 i t •)�7,;' Ih a, .- aJ ''s'�d ,X:: �' �I L;P` :�.1L6 �". 1i C q,, �,f !.:� � ,q�. V! �:` y, .,9k- 4'h ( u• �F .t,y1.f7 �;b ;�i i :;�,- (., it* W.• a), ry;'U'. '�s', ;'Fa � 'r)..,y J :F' , _$' 1'. rk. �� 1'yr`� c ;). t . rt �. ,� � � '� )�p- r.. `•'1 ~~.t.,� '�r-vt.i :>��„n�_�,a:, e,,,..y; , ',I•;. � ,.,,. �. .fs �9� ,5, Ib ,'�,,.,i . r,.u: '�,„1,. "4:�i} '+�Jtk- f, 1�f 'ue �. S 11 �y .�.. � Y•,,nvi'f1 e,�S. ... �h ,�. �: I � .,r��{� tiW t� I ,Y T-'.y�l Ycp�t }.u,,� fq,,Y uy,,•��r'�'r f b+i.`' t�.��.x +7 I t •" 'I I • -- - V@i A_ 1 r Y OF F X.,'L 01TIGA D CO PORAT C NT R 9'f low 1 k n y� ' ;. �d `'`>r3tl '1115 a� �•: �tii,,� :x n LOPMENT" �� [.wa•.....F.._ . ..,..rra.w. .. 'raw- .sa� �cAnsLrrea�r[rM1AIf �iliM�llw* . .aY "^---'"^' �•• r wil 1_0 CIL I i - I . m n TIGARD, OREGON 1121 S.W.Salmon Suite IW Ponland.OR 97205 lel. 503.221.1121 Fax. 503.211.2077 REVISIONS (PARTIAL RE- SSJE) n 06/30/'99 ryely ' VICINITY MAP PROJECT DIRECTORY GENERAL NOTES DRAWING INDEX t w f.i sw Ano r s oss to ; OWNER GEIERAL �I e t !qtr °A + S �cN� S?ECLAT PROPERTIES.INC 1.THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN w = s tri' 15400 SW MILKEN WAY ACCORDANCE WITH ALL APPLICABLE SAFETY CODES w w w I Y _. �+ t / « •� . �� __ at`F tpq,�� BEAVERTON.OR 97005 D M n t�� s "o °' "� '�i►a�asaa 2.THE SUBCONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER ANO ARCHITECT HARMLESS FOR m 0) V) w Z 2 CONTACT.BOB BUHNS p ECT s♦ rein 14)"D INJURY OR DEATH TO PERSONS OR FOR DAMAGE TO PROPERTY CAUSED BY THE NEGLIGENCE OF THE p p H (n O 0 sw Drip " j1e tt*j I SUBCONTRACTOR.HIS AGENTS.EMPLOYEES.OR OTHER SUBCONTRACTORS U U 2 Ln Ln SQ `s - I I P PHONE (503!646.2202 I¢ p > > FAX'(503)626.8903 v w to w sw"["won r 3 EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT WORK AND SHALL r: a m ¢ aC s ♦ REPAIR SAID DAMAGE AT HIS OWN EXPENSE. SUBCONTRACTORS SHALL OBTAIN ALL NECESSARY ' CONSULTANT S ��, + u o • It y _ EL ARCHITECT PERMITS AND APPROVALS- 1 •s a0a♦s ' LRS ARCHITECTS 4 MECHANICAL AND ELFCTRICAL WORK ARE DESIGN BUILDING UNDER SEPARATE PERMITS • 1 w o + +I ��• •►. 1121 SW SALMON SF,SUITE 100 �\ J *-'�"ni;nE M Y►TOM t : i� y � rws, PORTLAND.OR 97205 5 CODESALL WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND ORDINANC:S INIrk _ 1 CASE OF ANY CONFLICT WHERE THE METHODS OR ST 4NDARDS OF INSTALLATION OF INE MATERIALS SHEE TITLE ewrer�wF CONTACT.MIKE GORMAN i�• •woae9rrt[ \ r SPECIFIED DO NOT A0 1 COVER SHEET _ _ _ cc �►� , '- PHONE(503)221.1121 6.DRAWINGS AND SPECIFICATIONS.ANY WORK INSTALLED IN CONFLICT WITH THESE DRAWINGS SHALL W rL FAX:(503)221.2077 BE CORRECTED BY THE SUBCONTRACTOR AT NO EXPENSE TO THE OWNER OR ARCHITECT - - �`! V�y o r G1.2 SITE GRADING PLAN yr _ s 4i :_- SaENERAL C4I 3AC� 7.SIGNAGE AND GRAPHICS TO BE SUPPLIED AND INSTALL ED BY OWNER G1.3 SITE UTILITIES PLAN f BAUGH CONSTRUCTION C THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND MAY BE REPRODUCED G1.4 EROSIvN CONTROL PLAN W a 1= ele 2501 NW 229TH ONLY WITH THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT AND THE OWNER.AUTHORIZED G1.5 UTILITY DETAILS 1 Y _ HILLSBORO,OR 97124 REPRODUCTIONS MUST BEAR THE NAME OF THE ARCHITECT V 131.6 SITE DETAILS W c + K.�sw F,aosean CONTACT:TIM JOHNSON 9.AT COMPLETION OF THE WORK REMOVE ALL DEBRIS FROM THE SITE LEAVING AREAS CLEAN. WASH ALL SURFACES AND GLASS.POLISH ALL HARDWARE. REPLACE AND PATCH AREAS OF CEILING Ll0 LANDSCAPE PLAN SHEET LAYOUT PHONE:(503)613,7817 DAMAGED DUE 10 LIGHTING INSTALLATION OR MECHANICAL ADJUSTMENT -" _ i �1 a swreao FAX'(503)613 7801 LIA LANDSCAPE PLAN Is a • \'.r CIVIL 10 SUBCONTRACTORS ARE RESPONSIBLE FOR ALL NECESSARY PERMITS AND FEES EXCEPT THE L1.2 LANDSCAPE PLAN Is 4 - �, l BUILDING PERMIT WHICH WILL BE SUPPLIED BY THE OWNER O -- • , � � �!� +� a+�~ Lt.3 NDSCAPE PLAN o ` cQ",�♦ � _ �` __nwlOarT• ��' VLMK CONSULTING 11.SUBCONTRACTORS SHALL SUBMIT A LIST OF'ROPOSED PRODUCT SUBMITTALS AND SHOP 9w- o6L- 7"', 3933 SW KELLY AVE DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO STAPT OF CONSTRUCTION A02 CODE ANALYSIS 8 PARTITION TYPE I O R n - PORTLAND,OR 97201 S 12 ALL PRODUCTS AND MATERIALS SPECIFIED IN THE CRAWINGS(W/EXCEPTiON TO SPECIFIC FINISH A1.1 SITE PLAN CONTACT JAMES KNAUFF COLORS AND FLOORING)ARE INTENDED TO BE ON AN'OR EQUAL"BASIS.ANY PROPOSED A2 1 FIRST FLOOR PLAN V SUBSTITUTIONS MUST BE SUBMITTED TO THE ARCHITECT IN WRITING FOR APPROVAL WITHOUT DELAY ` PHONE (503)222 4453 10 THE SCHEDULE A2.2 SECOND FLOOR PLAN �/✓1 FAX.(503)248 9263 A2.3 ROOF PLAN LANDSCAPE DIMENSION A2.4 STAIR ENCLOSURE PLANS SECTIONS.DETAILS v � 1.ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE A3 I EXTERIOR ELEVATIONS _ CHRIS FRESHLEY BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY THE SUBCONTRACTORS q3.2 BUILDING d WALL SECTIONS Q �j 1020 SW TAYLOR ST.SUITE 355 SHALL FIELD VERIFY EXISTING CONDITIONS AND ALL DIMENSIONS AND SHALL NOTIFY THE ARCHITECT PORTLAND,OR 97205 OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING A3.3 BUILDING 8 WALL SECTIONS 0 fi CONTACT:CHRIS FRESHLEY WITH THE WORK A4.1 EXTERIOR DETAILS4p 0 a 914i 2 DIMENSIONS OF PLANS ARE TYPICAL TO THE CENTERLINE OF COLUMNS AND FACF OF STUD OR A4.2 EXTERIOR DETAILS PHONE (503)27.2.9881 CONCRETE,UNLESS NOTED OTHERWISE. DOORS WITHOUT LOCATION DIMENSIONS ARE TO BE SIX(6) A51 INTERIOR ELEVATIONS- FAX.(503)224.7069 INCHES FROM THE FACE OF THE ADJACENT PARTITION OR CENTERED BETWEEN PARTITIONS - A6 1 INTERIOR DETAILS STRUCYURA 3 DO NOT SCALE DRAWINGS. ALL SUBCONTRACTORS SHALL USE DIMENSIONS SHOWN ON THE LEGAL DESCRIPTIONA6.2 INTERIOR DETAILS DRAWINGS AND ACTUAL FIELD MEAS':9EMENTS NOTIFY THE ARCHITECT IF DISCREPANCIES ARE � I VLMK CONSULTING FOUND ATT FIRST FLOOR REFLECTED CEILING PLAN 3933 SW KELLY AVE A7.2 SECOND FLOOR REFLECTED CEILING PLAN PORTLAND.OR 97201 FIRE PROTECTjQy A81 DOOR 8 FINISH SCHEDULES 8 DOOR DETAILS CONTACT.JAMES KNAUFF 1 PROVIDE CLOSURE MEETING THE REQUIREMENTS OF ALL GOVERNING AUTHORITIES AT RATE[ PROJECT NAME PARTITIONS,FLOORS.CEILINGS.AND ROOF LOCATIONS ALL REQUIRED FIRE-RATED PARTITIONS SU 0 STRUCTURAL NOTE�R SPECIAL INSPECTION LOT NO 300 TAX MAP.INILzBB,WASHINGTON COUNTY,STATE OF OREGON PHONE (503)222 4453 SHALL BE CONTINUOUS FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE FAX (503)248.9263 .011 FOUDAI!C V PLAI. _ lose 0 2 PROVIDE FIRE SPRINKLERS THROUGHOUT ALL.AREAS AS REQUIRED BY CODE S2.1 FOUDATION DETAIL: !tIs 0 HVA CONSTRUCTION S31 2ND FLOOR FRAMING PLAN 0140 i BIDDER DESIGN 54 I ROOF FRAMING PLAN t.SLI BCONTRACTURS SH CTALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL.MECHANICAL S5.1 FRAMING DETAILS SITE INFO Is 140 0 ELERICAL AND ELECTRICAL ELEMENTS AND OTHER EXISTING CONDITIONS PRIOR TO BEGINNING THE WORK lee I 55.2 FRAMING DETAILS BIDDER DESIGN 2.SUBCONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALI WALL BLOCKING AND BACKING 55.3 FRAMING DETAILS REQUIRED FOR WALL AND CEILING MOUNTED ITEMS PLUMBING SCIA PANEL ELEVATIONS A DETAILS s •'' '' 3 ALL NEW CONSTRUCTION SHALL BE STABILIZED AGAINST LATERAL MOVEMENT IN ACCORDANCE BIDDER DESIGN WITH THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE UNIFORM BUILDING CODE MAX S6.2 PANEL ELEVATIONS R n DISTANCE BETWEEN ACCEPTABLE BRACES SHALL BE 12'-G' PROPOSED ASPHALT=186.872 SO FI W PROPOSED SIDEWALK=6,098 SO FT Ell POWER DISTRIBUTION ONE LINE DIAGRAM b 4 PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS - - I PROPOSED LANDSCAPING=51.836 SO FT LU s, INIECEANIM&ELECTRIC AL M 1.MECHANICAL AND ELECTRICAL SUBCONTRACTORS SHALL BE RESPONSIBLE TO MAINTAIN COMPLIANCE WITH APPLICABLE CODES AND STANDARDS AND OBTAIN ALL NECESSARY PERMITS AND IF APPROVALS. MEr'HANICAL AND ELECTRICAL SYSTEMS ARE DESIGN BUILD BY OTHERS M /1P 2.DEVIATION FROM DIMENSIONED LOCATIONS MUST BE APPROVED BY THE ARCHITECT. VERIFY REVISED DRAWING O REISSUED UNCHANGED .0' DELETED ISSUED FOR REFERENCE ONLY W Ii I ) LOCAT!ONS OF ALL UTILITIES BEFORE BEGINNING WORK ` 1 3 REFER TO ELECTRICAL DRAWINGS FOR REQUIRED TRENCHING AND ROUGH-IN LOCATIONS 7 Ird4 COORDINATE WITH PLUMBING CONTRACTOR FOR REQUIRED ROUGH-INS AND TRENCHING LOCATIONS • y '): RELATED 10 PLUMBING WORK CITY OF TIGARD O ��' c , 1,�, � CEILI(yG CQN$TRUCTION Approved............................................... I: U Conditionally Approved. j 1.CEILING HEIGHTS.WHERE NOTED,ARE FROM FINISH FLOOR TO THE BOTTOM OF CEILING FINISH For only the work as deccribed in: } k suRracE PERMIT NO._ �-0� __- --- i 2.SUBCONTRACTOR TO STORE ACOUSTIC CEILING TILE d GRID ON FLOOR TO BE INSTALLED AS Soe Lstle1 to.Foli7w..........................•....I DIRECTED A0; 1(t r SAEEIY.NOTE Job Addross:_ 1-74L3 sly V-144 P�, 1.ALL SUBCONTRACTORS PERFORMING WORK A5 SHOWN ON 1-HES[DRAWINGS SHALL REMAIN IN - COMPLIANCE WITH ALL APPLICABLE OSHA AND WISMA STANDARDS AND HAVE A COPY OF A SI TE y I SPECIFIC SAFETY PLAN ON SITE WHILE PERFORMING ANY CONSTRUCTION ON SITE ALL SUBCONTRACTORS MUST BE IN COMPLIANCE WITH OPUS NORTHWEST,LLC'S SAFETY STANDARDS WHILE PERFORMING ANYWORK AT THE SITE ENMY NOTES SHEET TITLE 1.REFER TO MECHANICAL ENGINEERING DOCUMENTS FOR ENERGY ANALYSIS ROOF INSULATION R-19 RIGID WALL INSULATION R 11 BATT GLAZING SYSTEM 0.58 U-VALUE - I L© _ 06.30.99 06.24.99 I DATE 06.11.99 c �I t CHECK LRS DRAWN BY LRS PROJECI 98(l10 A0 . 1 2 ii- 3 _ 4 5 I_C LRS ARCHITEC16INC 99 , til l IUOO.UI)(123 I �w Ir this notice np.lears clralr: Omit file JUN 0 120 z h unlcnt, the elormilent is of n1111'ginol quality• I111CCOf1 mrd >I �w T11IIiI IIIIIIIIIIiIIli Iljj��Il((1(� )t'I pgc;;w AICA MADR IN CNMN - d m. +'-.• �,��- "iS ,En t M�IVr� I4T�bl AJL %;• M yfi , �) • 11'1 4N T 1 I 1 t t ` r r; 1 yI r ,. ,:. .. .. .. :—: ..: .,: 1.,iUAaI'li(��+9'11ii1�kluwt lCws.1`c,7ki:kt. (v}itlr>r�s,,.( i1Ss4,>::,,.,",da'ilJurfi•.w„€+,V.ii.�ebYw_ . • aYs,SiwC+nxad6,�if iT" •.., -••; _. ... - .,.... ... ;..:, _ AQ 9�d: 541[x, ,l'` � ��tnw....._+.rurrw.er..w.,,w.,• .it.drw .:.^`_ C {Mak {rtk ,M1.hl�-y p, ,* CORRUGATED MI W/ / STL FRAMED GATE W/ PANELS 10 FRO/IT --- CORRUGATED MTL FACE i tURNBUCKLES PANELS d FRDNT SITE PLAN GENERAL NOTES J U cr, 0P FACE A TURNBUCKLES NOTE:USS CffV STANDARD CONIC FANEL-SEE TACTILE WARNING 1 1/2"R ILIGNS A STANDARDS WERE J Q STRUCT CONIC PANEL-SEF. SURFACE fAPPLA6AilE 1 SEE CIVIL FOR ALL DIMENSIONS.ELFVATTONS,A DETAILS, V 1�1 STRUCT U.N.O RETAINING CURB (� PAINT(P-5)-SEE �"1� 18" VELI A.Lf a s - f-�• �Yr-v'� PAINT(P-5)-S 2 SEE LANDSCAPE DWGS FOR ADDiT+ONAI_INFO ^ - _ _ ACCESSIBLE PKG VV" I PROVIDE 112 DIA CANE — SI GN ON POST a.w,ur• tf� rr BLDG BUILDING PARKING SPACES SITE LANDSCAPE ` ps,,, BOLT 6 1"DiA X 6" iv PHOVIdE 1/2"DIA CANE + d� &"ULM NW,GMTaT HOLT 8 1`DIA x F" NAME AREASLEEVE IN CONIC L 1 ,....,.o.,, REQTY PROVIDED AREA PERCENTAGE_ —CLOSED AND FULLY SIFEVE IN CONIC:� a.�,r,�o�.r OPEN POSITIONS('fYP) - CLOSED AND FULLY 7FpPFN POSITIONS(TYP) .,,� „; A 4,,070 S F -- -- —____,-._. LAN il.EY NOTES 175 98,.10 S.F. 15.0%ELEVAT _� `y5�-� 5.d ---�. r < y -' - - -ALUM. I SITE P5 GNS-SEE1 JHB _ ' 41.070 S F.f, ` ��a f.LEtiATION / DETAIL. 250 1 ACCESSIBLE PARKING STALL"> gMP.8 SIC3NAC `•Sft w STL FRAMED GATE W/ ; -� 159,175 S.F. 15.8 96 0 831A1,1&CIVIL DWGS S rl.FRAMED GATE WI •, Sp IS 1e1 y- 1 - rz'2 It.t L TUBE fT ��- -- ----- CORRUGATED MTL W1 PARKING WITH D.M.V. N POST W/TOP CAP C q 1.070 S.F. 6" - 12'• 6 PANELS®FRONT - DISABLED PERMIT ONLY --�- -- - _ O LOADING SPACES - FACE 8 TURNBUCKLES Wl r— 12"p1A CONIC FOOTING OTAL FACE S TURNBUCKLES } OLATORS SUBJECT TO W/SLOPED TOP 123,210 S.F 952 425 25' 185 S.F. 15.2% ,. STL BOLLARD TOWING UNDER r (TYP) / N t _AR .'. _ 7 , �.- � ..• _ -�.w�-^-' ._ -_---�- - STL BOLLARD(TYP) J- �' BXB STL UBE SEE r� 1 DEH E rS.F,) . O EXISTING TREE TO REMAIN 8/, - CODE PARKING REQUIRED 1/310 352 ORS X11.615 - BACK 8 SIDES v BACK 16 SIDES URB 4� • _ ACCESSIBLE PARKING P70ViDED 13 /•`---' � Lv CODE ACCESSIBLE PARKING REQUIRED: 12 A ' CONC PANEL W/ �' ! CODE REQUIRED CARPOOL PfliARKING:1 B 5 FLAG POLE �- REVEALS SIDES d 4'-4" n -- - REVEALS 0 SIDES d CONC PANEL W1 I(I _ _-_ BACK 6 S MITERED / A TYP BACKGROUND COLOR: BLUE I I A I 8 BUILDING OR SITE KFYPOINT CORNERS SEE _ - --- BACK t3 S MITERED TYP SIGN COLOR: WHITE CODE REQUIRED BIKE PARKING(1/15 CAR) 23 O STRUCT I-- CORNERS"SEE - STRUCT -- ( I BIKE PARKING PROVIDED: 24 �! d PLAN NOTE:SEE DRAWING A2.1 FOR BIKE PARKING LOCATIONS n, r1 PLAN 4"WIDE PAINTED SITE PLAN LECaEND STRIPES =� VAN-ACCESSIBLE B1 . LARG� TRASH ENCLOSURE L ` B2. SMALL TRASH ENCLOSURE C } I SCALE , B3. ACCESSIBLE PARKING STALL B3. ACCESSIBLE PA Z POLEMouNTEOLIGHI'FIXTURE-SEEELEC DWGS cP SCALE ,re"=,'.°'. i w SCALE: ,/B" 1•-0' PARKING SIGN !� LU NO S- CCALE w I CARPOOL SPACE "MARK BY PROVIDING SIGN I I Q i C COMPACT SPACE-PAINT"COMPACT"ON PAVING® 1121 S.W.,Salmon I� FRONT OF STALL Suite 100 Po"4md,OR 9;705 ~ H Tel. 503.221.1121 z pI I ( I � I Z �i I I Z i �I For. 501.221.2077 A -•t , Q , r1 II , I tl' \ I ll 1 � S.W. 69t — ' h AVENUE — _-- --- -- - -- ' I ` I - _ - k.; 157".0° -- 240'-0" TYP _ 131 u r 3 R I I i �a I 1 N 3 R q 3'R 3'R -J i 2 I 1 2 1 24' !4f 52' n' a 52' - 24' I 3'R I I 1 3' G TYP BUILDING IIAII _J u, I i 1 _ w - 24 C "-' 1 v � ► F273 ' CP m c_ = _-- w m BUILDING II f -,__ W 5(0 F.L._ .00' CP I I Cr N T a _ �- CPLL - m _ — ' ! 1 ----- y 00 @: CP i F F.E.=2 21Ze� -' - m @) m I CP Uj °° BUILDING 11/�n f Cv 4U (13--- �_ w CP 1 W Q CP F.F.E._285.00' W _ --- - J � C, o, __ i CP _ U .o CP I -_ - ----m CP co 1O w w + !1 i --- CP I 1 I a rn w CP I! _ I CP U¢ ? m 1 1 I I to - @1 a ITCONSULTANTS Ia - m -- ---- -- J c u ' CP S' i7i L �� (S (� (y (1 _5' ( CP --I 3 R 3'R I I rr I 1 ( - 1 t t j -r_ _ 4 _0 60•B" 9'16 9' 18'•6" 18'•6" 9' 8' 9' 9' ' ' � '� I • i (� (� �_ _ (� (� S,R 52' i.� 1 7(IY 8..6..EA c 36' I�-24 3G' 24' 18 9 R 3 R I I t I N 1 I � 4 r I Q 6.PACES(eV 8'-8"EA a 18' 4' 18' 10' R I ( ( I 4 8G'8" 9' B' 9' 1 @'6"6" 18'6" 9,`8,L 9, I I I 3'R 3 R ( ( I W Q I - 42,ap m I 178' I ~ ' N 10 SPACES CN 8'-B"EA , , 'f-r'- - 86-8" 0'- +8' 24' t 8' 18 I 3'R 0'- ' 178 I -_ f 10 SPACES CDD 8'-8"EA e a 9' 18 6" 18'-6" ' 24' 1 B' 2' 1 I � SPC 8'- 'E „ 26' I 88.8" N 78 9 8 9 SPACES C 8'-8"EA z a �Q e' - 7♦SP�CEiS G!B'- E 9 SP CES 8' "E ,a(L '-� °' 4' _ I~ 8 SPACES C 8'-8"EA I 60'- ' W ' n - - _. l II0 SPA ESI '•8' EA' u/ ( I- 3'R 7 SP�C C�g'd"E 7 SP C 0 " I I I 0'- 1 2• 2,- 60 1 "E 7 SP C 0'•Q' 1 v b> I 1 8 B'• "E 7 5P C _ to'-�" I 1 w _L__1.- _1 �. _ L --LL_iE 8,- :.E 6 A ESC '8"EA �• g. "E I I �3'.a„ _ I L ( 26'-e~ U ss' N , m f 1 56' S6' q' ?q, 48' 3'-4» m 56' 4' EA 7 SPACES Ct9 8'•0"EA 7 SPACES��8'0"EA _ 56' -�-- I `D m ' S'R 6®8'-0"EA - -11Q_ 56'-0^ q �1 `__ P It- C� 8 -E _1-E -L P* ' C , I - 7 SPACES B'-0"EA 7 Q�8'-0" EA I I 7 40' 1T-B" 56' S6' 40' N - f W I EI I I { 5 R u - Sb' 4' 24 4' 72' f r i {C C C CIEY-C CCC C C I I I I ; '0 EA 5 CID 8'•0"EA 7 SPACES C3 8'•0"EA i'SPA/ES @ 8'-0"EA 7 SPACES(P 8'-0"EA 5�8'•0"EA 5t 56' _ft S8'CICICIC IC CICICICICICIC CI - , C II { G IC C C C C C C C C C C C 5R I 56' ' ' Q 9 SPACES C�8'-0" A 7 SPACES C'8'-W EA 7 SPACES @ 8'-0"EA 7 SPACES 8'-0"EA 7 SPACES Cv�8'-0"EA I I , Ck�CICICICICIC CICICICIC 'H 3' C CIC C C C C C ' I r O i ( I I I �CICICIC C CICICICIC C C CICICIO is C CIC C C C' C C C C C C C C C I I I C C I C I C C CIC C C C C C __ .'i I------- - I I I I I I 1 i I a I I ! I I I I I CIC CICICif C CIC S R �� 1' cc Q - - --- - -- ---- -- ---i-- - -- - - -- _ _ -____-. I I I i "r I I i 1 _ _ - i - - -- - - ---- - - -_ S.W. 70th AVENUE q Bi - /CL < F3 - _ -- - - - -- -- -- - - - - -- -- _---__-------------------------'- TYP e ��/✓ f ii 1 ZT J' a: C� a� ' D1. SITE PLAN SCALE r'=40'-0 STL TUBE RAILS Cw 4a. N I 6"O.0 PROJECT NAPE � I STL TUBE POSTS<N 5'-0"O.C. -- CONC RETAILING WALL-SEE STRUCT — S J•IN'.1.t .ry.,.y o w 1 E a -- -j CL LU �---r-7 a FFI-- '. - \�' Y " fir-✓^•� t - v) _ w -- E0:2691Cr — EL.7.68'0" F5 EL.267'•0» EL 266'0„ _ TYP - 1_..._- _ --- T. _ "WALL EL.266'0' _ FS I 1 1 _- ifn - a-tl-- EL 265'-0" EL.^B4'0" - ' t 0 0 0 0 Ii l zl — i r SHEET TITLE I >I IW ¢I < w i Ir ) ¢I -------- 2'-0" 2'041 � 2-0 2-0• \� TYP TYP I I TYP TYP I 30'-0" 25'0" _ 25' TYP U.N O VIEWED CA ANGLE 24 99 ty y\ *VIEWED®ANGLF TYP U.N.O �- 1 k - LATE 1 06.11.99 L—_ s F1 . NORTH PROPERTY LINE ELEVATION �"�' - I DRAWN BY �RS ' 3C/1t.E: 1"-20•-0" F3. WEST PROPERTY LINE ELEVATION �'- SCALE: 1"=20'-0' F5_ RETAINING WALL SECTION PROJECT 98010 SCALE: i Al1 1 K 2 Il 111r _ f this notice appears clearer tha t JUN 0 2 �� ` y ument, the document is of marginal qu;llit. nlllr(11111 od ,n ij IIII II Illjl I�I�I�( T1 1(i 1' II ! �IfI:Ii 1{I'I� ISI I(I Dill _- . 7 ►hl� ;I ► � ii j � III�I�Iltllll (IIII Ij�jlji i�i�i�� r fi .IIS I � I��(( r, W� �� I -11111111,71"111111- I1 l hill it 11:117 iilll lii,illl��l� _lye!1lI, 111 11, 1 , I 1 ,�,( w �7 x. v' W LLJ 1 W L.Li Ly u1 C/) 1 z ell \ I z ,�• I s I Of FAlb LL_ I W 1121 S I. 3aknon \ \ 69TH AVENUEA :�� j -_ - _ Wit„ 1� S.W. I _ OR ono .' 1m _ J _ _- -� - - _ �---'- - -- fps 601Y21 r - wu --- -�� r I 4 D.S. D.S. D.S. Ami D.S. u r_n _ _ -• ••�-'�� C 7F - 0.5. D.S D.S D.S. `. 1 FDC F0 1• IRR10. LIFTER (TYP)SAN ,17UQ •�e -/ inN SMI inn T ��NDT[ 1 TO llDO l I � ;o N INNF x .'S1t O[TAu I I TO lLD0. F11E SEftNtE VAULT \ 1` TYAICAL �� i I Y u < I s-o 010 �r � To III DO. - SAN STUB I aoE NO1E I I I Ixcr BLDG B I I SEE DETAIL. SHEET 01.8 xL DETAIL. 7111aT Q1.5 I \ � I I I ' I 5r °i c=r' � \' ;----s --`l I BLDG C n a i j { -tea FIN. FLR. - 265.00 i BLDG A I �_' ` I FlN. FLR. - 272.00 To vino. I I' \ I raw eLDo Ii II j I FlN. FDR. - 273.00 To IIlDO I RJaot \ ta�Eit jRIM I S ', \ D.S. D.S.IE 22U D.S, U.S D.S. OS.- , I DL .S. U.S' - A TS �j 91 I ' _ r � �� \ RIM 264.o I D.S D.S. RIM 26E.4 ! C.C. !S+ I IE 2ti20 '� I_- 1 CONSULT N IE 264.4 1' -'-� TAI 22Si. �•--� J c.o. •�`¢c.o -- -- I I I IE 36.5 x i H. c '� 0C 0. \ 15' EASEMENT ( ie* E 2BL4J5 12• IE 25e.l7 IM 37 - E �(�yIr�N•-r) ae..D s I � I !IE FIM. ' E((��2461 I 0 , ALs 8 \l 8 1 UUU» 10'E '.1.57.` a 7111 254.48 0 \ 15'lT3� S Il•f t i�11 I -- - ' I \ o•o oD36 0.tX13ts RIM 2b9.5 ~ RIM265.25 RIM 265.2 r^ � M 256.25 M 26225 71 Lf. 2SE 00 IE 25 S21• s-p ooa w� 7. IE 263 26 ( M 263.5 - w-�E 260.25 - _ - ct 1�0 -45 1 i J -- _( I 26L5- o� 346 L F. t.'sts - IE 2t34.2S 0;� - V LLJ I I j 21' 3-4 005 21' E 2!5270 _ C.o -�4 �� c.o ------ C o. 406 W I -- Tri--_ -c T b \ -u s-0600M 1 I ` aim-, CATCH a 11r c ULM s-o a�o3a T _ __T, w.& I � O (/1 [•sTa �- Imi ! 't1o35 S.W. ( AVENUE RIM 266.5 9f.0. !FF DETAIL 5+0.0036 (MIN) � U n2 0 r-- 7 O T H (LIN) I SEE DETAIL v --SEE DETAi�� ^ Lu - -- - I� 264 5 THIS SHEET - ( ) - i - -- -- - - i I T•.: I p( DUTFAu TO OIT1+1 - - 0 i � E 346.4 ---- -- CUSS 50 RIP-RAA a II a l i , W i W i I j SITE UTILITY PLAN 1. 40'-0• Cn I PR0.ICCT NAVE I I TOPOGRAPKIC LEGEND SITE u'nLmES NOTES II > - -r'SAN- NEW iANITARI GCNERAL NOTES! SPRINKLER IRRIGATION VALVE '_I'SAN- EXISTING SANITAP•r a CATCH aA71N �C-8.) v.snrA -I-STS- NEW STORM SEWER MANHOLE (M.H.) srp,wErrR ftorRNAr[R+,uN.Q.,r.r.►CRnnm.7ttcCH rsos xw-s»n °•"'^ �"°"�v" TELEPHONE PERE. ---/•STS - EXISTING STORM SEWER E N E R A L NOTES: I frO+JIRrrA3 ao 1[G UR JAJwrt*A.cr RtlER to�M�N ,� y �.Nr�...,�T+.�.� _ �TA' .�- FIREUTILITY POLE G st E- NEW ELFCTRICAt .wtcAsT CoNcimim vA1AI fXMTft M'M WCO"'A+,[T W"ASTU cue Ems_ Ex15TING ELECTRICAL A� FIRE MWR/WT(F.H.) 4) fin"W r.PR,C AW co^o cs r*ovccD n oTNOR CAS�- GAS LINE NEW WATEF © MEIER S) Ftlxti7 Co.''.cs I K YI ,r MStor I.C,or+ANL rT.NCo d"WTR APPRo.TD Vy- EXISTINT. NA1FI O UTILITY VAULT I. All CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF 'n CARD 6) ev limm"s*o"I'knR DA+A vasr too-T o«ENsx.rs.nrvvs.s wa wNprR n wnnocrs - WA _ �Y4TEr' I tNi: -- ---- DW DOMEtiT1 w.Tf� 'Q AND ONSTRIN VALLEY WATER DISTRICT STANDARD PLAN AND SPECIFICATIONS. '1 ,,wr,_r.oA,ArJoN aWLAST To K a•YONC pn.a uN(TH or may.sots or F,LTrR w wow Fry- FIRE WA TLF P TRANSfOFtr`EA AND PAD 5r( °RECAST Fr VER 0MA BLOC°rW WUS'wUTH AMD HCICMT 0"W-13r6 -r J AS APPLICABLE - TEL - - INUER GPuLING TELEPHI INE LINE'_ I. E. INVERT C. 0 CLEAN �EvnT,vr. *1 ua1T P(,J ^ .Nr_rLwuraN wAws, NRR,MT[r,.l r �L 2. PRIOR TO ANY CONSTRUCTION. LOCATIONS OF EXISTING UTILITIES SHALL BE ,(n all"s; (n o1HCRs) - FIRLL EP UGHT --SAN- SANITARY SEWER LINE M. H. MAN HOLE FIRE DEPlJLIAI!]dT OOM1EC710N (IF.O.C) VERIFIED BY THE CONTRACTOR. WHEN ACTUAL CONDITIONS DIFFER FROM THOSE L_ �_. __-_� C. B C/.TCH BASIN SHOW ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PP.IOR TO 1 -pWR-- - UNDERGROUND ELECTRIC LINES w VALVE PROCEEDING 1111TH CONSTRUCTION. �,. ,o vT ,o 17T A ,OHW---- - OVERHEAD POWEP LINES Q FIRE LIPS MAY INSTEAD CONNECTED pMLINE F TD f1RE 3. ORGANIC AND UND[SIRABLE MATERIAL SHALT BE REMOVED FROM THE wr_c,s, � W. ' r. CAN KT LNEWTHIOF MAIN LINE P ' P I" corcwm vu,tT t CAN B[ PLACT CAVO UAND9Cl�PE HFLA VE1aFY CONSTRUCTION AREA AS DIRECTED BY THE ENGINEER. I y�+t .�r I ---•s-�a - STORM SEWED LINE WITH HYDRANT Lr3CATI0N AND CONFIOURATIdI. A s 4. CONTRACTOR TO LEAVE ALL AREAS OF PROJECT FREE OF DEBRIS AND UNUSED --- ---- TRCTOR MATERIAL 1 ""►..r I :HATH LINK. FEN' CONS I ,B.m toy1J Lmrs Irm) - S. ALL FILL AREAS SHALL BE STRIPPED OF ORGANIC MATERIAL FILL WILL BE PLACED s J �r7i; ® - CATCH BASIN UNDER THE DIRECTION OF GEOTECHNICAL ENGINEER. Q oulLft Pot rs•m..Rs; �--) SANITARY MANHOLE Isr olwrws) 0. NOT USED. oourti+ (UNLESS NOTED OTHERWISE) �p - STORM MANHOLE N.TtRx1R wA+l(rye) x -�,;. . ••^T --J 7. ANY CHANGES FROM APPROVED PLWS SHALL BE REQUESTED BY THE DESIGN - ENGINEER. AND APPROVED BY THE ,TPROPRIA)E AUENCIES COMPLEJOTY OF "� Wv MODIFICATIONS WILL DETERMINE IF REVISED PLANS ARE REQUIRED. . . - - _ DQ - WATEF VALVE B. PIPE LENGTHS SHOWN ON PLJWS ARE FOR REFERENCE ONLY "1D SHALL BE VERIFIm ►.t,wolQD fr*1 ARrxOR(r» ® - WATEP. METED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION. 8'.12' PRECAST STORMFILTER°'- PLAN VIEW y 57JEE7 T11E Y•Lr N T s 1 - GAS 'JALVE 0. BEDDING AND PIP£ ZONE BACKFILL REQUIREMENTS WILL BE IN ACCORDANCE WITH ® 6..10�N APPLICABLE SPECIFICATIONS AND DETAILS _ 1 rswrc BtAr.c LA(+J*1 �I GAS METER 10. TRENCH BACKFILL IN PAVED AREAS VALL BE 3/4-INCH TO 0-INCH CRUSHED ROCK s s•s p 10 0^""Dixon°"IL _ r,_._.,,�---� I COMPACTED TO 95 PERCENT RELATIVE AIAJOMUM DENSITY. FER AASHTO T-99. _ --r•: r,_� s �_ ` GAS RISEP !- 11. MINIMUM COVER OVER WATERLINES IS TO BE 36 INCHES AS MEASURED FROM FINISH c w,Low 1ADOM m*) noB srRuorx trn) OR To TOP OF PIPE. MINIMUM VERTICAL SEPARATION BETWEEN NATERUNE AND SANITARY .unt; � �_} - STREET LIGHT SEWER AT A CROSSING IS 18 INCHES. SAI1pTARY SEWER AT WATERLINE fff�OSSIN05 WITH LESS R.aN «o. I tAR,Boct(,,I LDA TF 6 74.99 THAN THE MINIMUM VERTICAL SEPARATION SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH I U - ;LGN C ppm WATERTIGHT JOINTS. IN SUCH CASES THE 18-FOOT LENGTH OF SANITARY SEWER SHALL BE 'AID( 0^1' 1� `p r� CENTERED AT THE CROSSING. ",LLA cam•)_ 'l ,•_r wrt r "-.r an. 23 rH J TILT T I POLE �+V I R[[' t, � I CHECK: ACI; 12 ALL WATER SERVICES AND METERS TO BE AS SHOWN ON PLANS. GU r AN17HOR 6 ! DRAIVN BY: BMD 13 PRIOR TO BEING PLACED IN SERVICE THE WATERLINE AND SERVICES SNAIL BE _ .R. rrroLo Iml I] - MAIL BOX WITH STANDARD METHODS ' -�tRall.Als t)if nR(T•) / 4 �y1%%/ PROJECT. 381A5 FLUSHED. STERILIZED, AND RE-FLUSHED. ALL IN ACCOFDANrE - BENCH MARK (5/8" IRON ROD WITH PEE) CAP INSCRIBED "G & L TRA\/") OF THE HEALTH DIVISION, DEPARTMENT OF HUMAN RESOURCES. STATE OF OREGON. CITY OF c/a 8'x12' PRECAST STORMFILTER"- SECTION A-A IV TUALITIN CREWS WALL TAKE BACTERIOLOGICAL TESTS WHEN SO REQUESTED BY THE CONTRACTOR uALr N r S - ` � ^N INSTALLING WATER MAINS. TEST PIT w A*.17* wi tmirranw• - I-- - 14. CONCRETE THRUST BLOCKING SHALL DE PROVIDED AT ALL WATERLINE FITTINGS AS ..r .^,,� Not ,^ rt.Ar AM s[rTK.+a+P► I r A M A B e r B N r REQl11RED BY 1UALATIN VALLEY WATER DISTRICT STANDARDS. G1.3 BLOCKING SHALL (!E POURED AGAINST UNDISTURBED sruroBBo�r„a I'-� �M•w VIAAK PLOT DALES EARTH AND CLEAR OF JOINT ACCESSORIES BEARING AREA OF THRUST BLOCK SHALL BE 1 -�T �- -j • '" �� 6/11/90 11 :2tg SMO COMPUTED ON THE BASIS OF ALLOWABLE SOIL BEARING PRESSURE. SEE DETAIL SHEET C1.5 r 6/11/99 15:219 c)►r a/'r/99 12:30.49 WTW Q 8/22/99 1e:28.29 wTw 2 15. ALL WATERUNES CONSTRUCTED SHALL BE IN ACCORDANCE NTH A.W.W.A. AND 6/20/99 14 6 23 WTW TUALATIN VALLEY WATER DISTRICT STANDARDS. WTW a/3Di99 1�S96 wTYT 9e14SG-S.drQ 6/30/99 15:237 WTW (S D LRS ARSHIffC.t v' N 0 T TO CAI- . y Am- k enr9 cltnrer than the ON 112 s lice n ,. �, ..•; .:: � ,; ,,, If thi. no GIP .. dfcunlent, the doramen; Is Of nuuKin)11 quality b, microfilmed 1(i i'ljlll I ljlillljl i I ! I MEI( '�jljl�•i1ljj` .i j:, � II " t 1 ` it Itis li•II ! I I I I tI 1 a _ U(,It MAO[w NU1 - - 1 ` . , 7tv I.' als."3Yi3Rw•.,�' -' 'Jva' '.:...`Ic1...y ',:�� .i R.,...•{4:L•�i ii 5 , 1. � �yi • � ti a��.r'�.� r �4 1�"P�r r t rv� �a� ,., ,,..�. • ...- � �'� q a�� • �A� w r @ 'S ww�� w i b 10' MIN THt WAS"VmLRY Vern!! Ti UDK CLASS •A" - - NIl1MES111REl 4• SIDEWALK ADJACENT TO CURB I �" 1s�aNww a�ar�iir COMPACED NATAIE Rlneeln 1Lm rCwLm 111 s �— IBEARING AREA OF THRUST BLOCKS IN SO. FT. _ IN C1L Y3L CVERTWAL) wTENAL� _- a � - a+otlmErAu - Va.UHE �' THHRusT lLa-K SPElCi1DD VALVE IHSiQ - 11/4• Km AE4ti 111 i=VALX ° ---,a•.. a• sat Eta. -- nA M rsl�ia/11WRIN SIZE T12 90' >�?1D 4R• 1'P 1/e' 11 �" 111DNID BETm !E)ED un 4S' BSS• 118' 11' Nl N�MFAK FLAMi / IEIIN P ar FLOW I 4 Ll 0.4 02 - ---- --- _ _� -- -- s,- Ae�--•� _ --- 4 13 1.111 IA LO LO `+ •• 1 „e YsaMe '� -----... 6 9A 4A at Ll LO 6 R.7 LD 0.4 !0 Lo ® 4A L3 0.6 `.c - -- -- 12 11.3 161 •7 4 4_ !'t 1"c' B.S 3.P L3 _�� --� �sK Au 16 _la_Q.1 _116.1 13.4 71d 39 Ld 14.Y 3,6 L3 4 CLL FT, 101 r= e' o �R1NCT� 20 11.1 44.4 E4A 11., 61' •' e• p IOiOG•VAItT 1QM ar ._ . ie ers melon Pars A M• —1 am I Im RACAL. 24 Lw 641 34A 17.7 &9 :. ..« ,,-6• SUCTat 1101 Pre - -- --- -- - --- --- t G'' '• [ftOt01 N Y►LJTt 1�LT —'- _-- VKIIQ M��al�M W7Q VIIN A"Ad"11x0 t�aR►Um - --- NIaa1K Alli 11IIII PW 1101L =Illali �- PUN °�. Iasas r 11x1 HTONIS To {' HESALU11 KTAM n4oelew� / 11DI1D NIEINoe __ _._.- _ - OLAtOT GCIIVV l�0 / d ° � 11law To cum a -CM16EOTi hIDt Fna x 6- GATEuALVE- - s--- - saes,ue s Iw-. wl Fy CRSS .II_ LIi1C KS ■ 6' iL/i TEE - c. OOMPACTED MQUM ur NDTC NNa t •,: -� SACK ILL At lPttXFXD TI4AUfT nau PLAN ::-. � �-- --� 1 s B s.rmoa II e� �100 u�p SIDEWALK WITH PLANTER t9• MIN s> P wad60 0 o _ Zi STRIP AT CURB IIII��I 4• rw.rN ormE veLVE BEND TEE VERTICAL BEND � saTn1zo;7 IJ 1 _�-_ FIiTDr><I II ID SIZE- - f1N -r' N1N _� • i /f�VNJf w ML mm FLANQ[ aas^w�sssmBr^ -T mmQn°lwinr�a� - _ � /e�� 4'-JP' 66 � - NN%AM rata■ r CLASS "E` �• r; _ .. r ( , NOTES n� 80937U As 7Pk�1ED � ELEVATION � U T1#UiT 4ACKM AT Al nxL IEIOS Alm FOR THE T)P 12 NCHISS 4 FY. (REF) ,�- 1 T DISTRICT I�ISTAt1M WSTOAIER SIDE Emu rrsa � J AGAINST U) FIRE LINE DOUBLE CHECK DETECTOR 10 �AMM TT �O� Y k ELEVATION ,DZ----) NOTES: MATaUALS :HALL. E As 4> ::TALL It KIL TOT, TM304 Ys PCILYEtttJc SHLET Y - • UTILITY VAULT Q2 tfQ)AL D�tl D ALL l �E M K C"3 L00 U N i ry " - NOTES: SIZE WITH FAG WIT)QLT F.D.C. OR NEVUAL Ot [JGLIAL_ SUMMIT ALTERMATES STRADDLE BL❑CI SHErT �o I i APPROVAL SEE DETAIL No. 200 OibTRATTDN I11o�IICTVmN� � � 4 676-VA 377-WA tSAL • �� L FOR COIECTTDII TD E7QS-SDG IMiYd USE TAPPING SLEEVE_ fiTTD6 rRaR TA R]JtaAi 71AUST lDtImIC nR Uff UN SIZE M A K-L TM'PDK, SLEEVE 6 697-VA 676-VA J-9A1 L NO aWRUCTUM VITH N I FT.1T FIRE KYDAANT W06-LA 687-WA JD-3AL 9 1M�� VIIM=AL �� KILTS to 5I06-LA _ 11106-" 1D-30' rQYITIVE SeE7 TM UX MM No 3 ___-- �_ -- TRENCH BACKFILL DETA]L No. FIRE HYDRANT NO i� I-I/2' & 2' METER N° DOUBLE CHECKDI ET - coNSUlrAvr, ��lhal�tlt►i wE�p ABOVE THE PIPE ZONE 1(� (``lh�latm� �AterDlstrlct STANDARD INSTALLATION lO1�J '� '�-�� THRUST BLOCKING 11ETAA tE° -_-� - _ `- �� _ H1D1l�- _- _ _ ��'aaLtia�aWyliBtnrldE41e4� INSTAL _AfION 7� pTtaLttnpaDA]liater^DVt:ioll [DETECTOR ASSEMBLY B-- 2OO ( �11L1rrD�Ntrfet �— DETAILS 2O v�-- -- - 51$TMj�1R6D�TV1M 0-1b�M�• ____*\$TA fvv31 —_SsCSfi DRVODi1ET1iFc'��i _----- --- \STANDARD\TVVD\DET0e0.DV6 NOTE CLEANOUT NSTALLAIIOMS ARE LM= TO EAS12NNT AREAS On MAY K ALLOKD ON A TEMPORARY DAM IN 3/4' SWARE -T --K71-S�401(OROL'i � :► ® d D 113 STANDARD CAST ONION rRwK AND CO1SH7 00 Q OUTSIDE OF WITHIN rH[x�� !?A,ON10 IRAH4wlE - I Q O D. �0 p 4PAVENENT PAV'ENENT CRAM MIND�D L CLASS "B" CLASS "A" () aa� Qn j _�• 00 00 D 0 nes( GRADE �,� •••` ACE RFs74RATIOM I EX�MATIYEMAP9rAL 18' CAST IR�1 9t0 BOX MM-ADHM�K ;+ ••.. As sPEc+FTrED L FOR KTTli)EHT PROVIDE 24• BY Q MEi�A E t�.^� •ATLRTKIHT P1141 K.UG 4' THICK CONCRETE O r vm rRPS I t PAD (SEE NOTE 4)-� 0 �►+. L. �----4 ' `':�•;:'.; HAND TAMP BACK.'ILL C.J V PROYmC 3/4'-0 FOR A ~ •(• ' •• �,M sUhm �r AROUND ,+, • •••.• AROl1Ne1 TDP SECTION--' 6' MIN � O MIN11"CLEAMOrT I �I d" SECTION B-B M�;..' • I ---Ei2' NAx. o TAIILI STANDARD CAST 1101 . ••��•`-• r ` FRANK AMD OOVDN I 1 • • �J � PPE 1� -�D. POI D[7AL .• 7- 2' 71 H 3OW" GRAY RQd, �ZIJHOtSTLJR11ED •• • � nA� 6' ASTM 3034 PVC-� 1 Q Q 4• I J• 211 �NATIW EAM K.7 6• �' HEAVY Ol1TY CAST SROµ ORATE . � �w.� EARTH ACAD Z !' K• , 3/4• - o QVJS*D MATERIAL f7-• :.. R61 UATIOM r'� • ,• SyF:CTION A=A OPERATING NUT EXTENSION `QL• -� SEE PLAN - ••. -• (SEE DETAIL NO. 505) ' 14 .,••14 NOTES I/4- Alin+ HEAD 11aLT1In L ALL . •. N 06ERT �f r TO HA�bQ f DOrI DOVER •�{�• `r i••• ' •• • 1 2 PPI_O n. • PROJECT NAME �Oil / Y Pty 3/4"- o aaesED ' ��t, Roo( .•"� `� + �11 \ TRnP 0iN -7r�---;-moi. `• •. .,•r.*:: oe NOTES - CONCRETE DN'ASM J PIPE \ O ° ° •• O ° � A.) CATCH SASH M K OMSiRUC70 OF 10 GAi X 00AM) STEEL We BOTTOM D►PTE _S/4•-0 1111°°"0 j ? o� . °°,:�' • N L f�S 1111TH ALL JOINTS TEIDED. CATCH BAS CAN K RIDIIIA 01t SOUARE. F'M �M �E 8) OIL TMP CLEANWT LD TO K HNO1D OR 8-00= M - °•• • . I? VALVE BOX NOT TO REST PREVF)LT LD FROM RMLANNG N OPEN POSTIC>r1 / ON OPERATING ASSEMBLY. T G CAW( PPE TO CALIDWO HL11L II D.; SET CATCH LAM ON 11' "M OOWACfED CRUS7HEID 21 REQU RED WHENVALVENUT ROC( OR SAND BASE. WX ODMCWX ENCASE ENTIRE M1 SUCTION NO 411' SE.0 F CONCALtE PIPE C 1/2 PIPL O.D. PHLS 4- MN. FOR PPE SMALLER THAN Ir E) RACITU AROUND CATCH SAWN OTH DRAIN ROCK. DETAIL F DEEPER THAN 3 FEET 1/1 PIPE O.0. R1N M 1l1. r10R PPE 1C AND LARGinI FROM FINISHED �,KADE C� 21' NOTE: NOT_T CAE NOTE: �L TO SCALE NOTE; NOT TO SCALE I CENTER VALVE_ BOX ON AXiS OF OPER. NUT 4? PROVIDE 24' SQUARE BY 4' THICK ' CONCRETE PAD AROUND VALVE 24. BOX OUTSIDE OF PAVED AREAS 1 Q AS SHOWN iN CONCRETE PAD DETAIL CONCRETE PAD 1 TYPICAL CATCH BASIN 2 CLEANOUT 3 CLEANOUT FRAME AND COVER 4 TRI=NCH BACKFILL DETAIL Lu sa27osT.e.o - N?S 1. SDII& /A-d" NTS 1• SD2O0C H5.d" NTs ------ -- - - Q +m~-~ ----? NO!Illi ■ Amm�� TYPICAL GATE �in VALVE (� City OF TIGARD 1"';-•'s r111Ia1 ,� 5 V 3 - ow ....�.la J a„►ss LV ,M yl� / G1tAss H' k.' P�Hw, sTiEEr rinE !W AITCH I amm -/ CLASS 100 RIP-RAPL-__.-- 5 OUTFALL TO DITCH TMP. SEG'TION L _—-- - LqA 1. ms-•sa.v�4' 1 T['____ ---3.28.9. �-p�-'-, Q'1�IrTiOrf,;� DRI_ AWN BY_-- 6 M PRO.ECT.• 9814' � 9e1+sc-s.Dw ORTI/Ol+ r vy GC aT E �-,�s E x.-%' G1.5 ��.a AMK PLOT DATES 5/28/99 18:38.8 BW MO LRS ARC141TTi 98145G-S de p 8,118/99 1433.24 WFN NOT TO 50A L � iI 1999-M023 'Q1 SW 64n1 if this notice nppeors cleRrer Ilion the �UN ( O111H1(II is O III11 111 . umcnt, the 1 ' 1 '• f rLril I quality. illlt:i'0111111C(1 [ti ILII Ililllyly 111iIIl+lh 11� I I ! i �:;1 I ! i lilt iIl Illiill �1 I(I I I I ` IMON ' µ•OHI IN ONiM � • 1 ! !i!�i I) II ! t 1 Illllihiilli��i" " " I , u. r , i t, w, A 3r ti�9f1'i �y t,'J7Xf`- + 1 Y F 1 • d , ladyl ,•7 ,•: . . r ,.,- .. �,. �4 :p.} a 1CR, ��'i,r7�a\yv �,�whW t''" /��(� - -a 15 }�,t�?� +a 1F.,- +3�.ids ,x Y .�' •4 q�.t��t - '• ,'`, '.:�. ...... .. , qw. ...,. -.} - a;�-`;. '�>'�,t+`i .int:li i r', ,�' .r ..- '•':' ;i= - .- u:."h C•rfi+�. a: I � I r sip ^» ♦�`l4 IE 191 LJ ' C!) 1 --- - - - --- 69TH AVENUE -- - _ - -- - _ -�-- -'- 4AQ1N ---- -- - -- - -- - - - - 7. I Sal moc 1121 S mite 100 ' j Ty nd, OR 91205 Portly rel 53;3.2211121 - - �_ 774 - © -- - _,� � �•,;; 207.7 4.7 SEE 2 - I , . _- .._--r - - -_ - �.-- _ . ., Paz 5�Y 221. -- - -- - • � �-�__--�_----= --- - _ 273 ,� � � � ,i 7 ; •" 77 _ - =73 -_ _�» 2 S.0 7j �' BL _DG C f I N ,,1 �� . FIR. 265.00 I t ; N i - .. . - - �Jtiacs ♦ 271 2" ? BLDG B p �' y $ 7 p I �'• IN. nN. +� '272.00 1 i n 265. i I < p•, .. .I_ ,..�.�_'a 1 ' LDG A r �•i13. _ ' 1 + I , , N �♦ 4 - -.�_-_'_ L \ Z�4. j Jlp WI/1 23.00 - �o ;* r, - '4 ,� v► RIM 2 4.0 L_�- -- - -- r6 Y 1 i ;' 1 - - _- --- _J vi - �-r \ \\ " I U #2 N �- Q, �IRK , --�" I j ► 47�---' 1, ` 0\ Fi RI r 6.16 p 1 ` - 71. 6 "� i 264. -- ► - - --- - /t �,, ��w��; ► RIM --�1 40 ' • i , - 7 _ ' 9� r ;tir /�, - - 266 -- _� _ f '�4�i. /'mow- �` • 270 .n 265 � 7 'iriC,_ 1b� � j 26Q I IM 260.0 6 RIM. . .9• l t �1 CONSUL i AN 264 1Q� - I I t 270 -� - 268 IM 266.25 4.41 Tow 6. - IM 265.2• ♦ IM 26 5� �• I I r •. 0 RIM, 267.2 R51 3 6 267 266 1 - ' i,1 0 284 3 0 MIAEI - W - a 3-- -255- 2 I To IoW 7.0 - 2-4-1 W. lb ',1 `, � ��• 3eo.o � „ 16xRIM 262.0 S 47 i 70TH AVENUE _ Z' {' M Y66.5 - 0 W 2.0 i� r V _ \ _ '0 RETAINING WALL .45 - TOW 7.0 \ .0 T1pF_ 0 . -, 0 O t .,..,...�•INDICATES CAST-IN-PLACE CURB �► °�' TOW 260.0 ; ' _ ` -- -`-- 2. pPOVIOE 6' MIN. SPACE BEFMIEEN PLANTER J W 2L'0' 360.0' - j -- - BETANIN, WALL '`^ RETAIMNG WALL ISLAM AND CURB OR TYPICAL AT 4' DIA. PIPE _ - - -- --- r �' W 0 ! THROUGH ISLAND. TYPICAL AT WEST INTERIOR RE'fNNIN All I �, 11;+ ,5 TOF'252.0 I ISLANDS. ! �:. Q) LLj ' _ 4'r,'1♦ S ♦ L� o-245--- ; _ '�- SITE GRADING PLA Q. i O yr 1 i \ ` ` CC- I tell , ct �4 1 PAVEMENT SECTIONS: _ C� ENTRANCES. MVEWAYS AND TRUCK TRAFFIC ROUTES: 3' A.C. OVER 1V CJMPACTED CRUSHED ROCK BASE. PASSENGER VEHICLE PARKING AREAS: ROCK BASE 2 1 SE A C OVER 8' COMPACTED CRUSHED Lx ti,:• :?z i k } PROJECT NAME SITF GRADING NOTES N. I EXISTING CONTOUR UNE ■ CATCH BASIN - -------IS4-- " _ II,LE? IRRIGATIC•N VALVE n MANHOLE TO K UTILITY POLE Oo NEW CONTOUR LINE fI, - TELEPH' NE rEDESTAL FIRE HYDRANT 3 E Y INFORMATION R M A TI 0 N EXISTING SPOT Ell~VAl1oN `_ �,G- L'N E ❑M METER SURV ry i .`1 -- - nV UTILITY VAULT GENERAL ,`�O TE S PRO SPOT ELEVATION r GENE SUkVEY PREPARED BY: PROVIDE STAKE SEE SPECS, -_P +I*tE u 'TRANSFORMER AND PAD I G do L LAND SURVE'�ING, INC I VALVE BOX COVER 1. CONTRACTOR SHALL PROVIDE ALL MBUERIALS.FOR OALILMPHASES OF CONSTRUCTION.NG, TESTING, PERSONNEL, 8116 S.W. NIMBUS AVE. t EL ELEVATION -- TEL _ _i,yflrF< i.Riltltvil TI I PI KI I 'NFr 1 TRAFFIC SAFETY CONTROL. AND AS BEAVERTON, OREGON 97008 BFJ'1CH MARK - "T'C VST POLE J Y t AND PROPOSED UTILITY LOCATIONS. LENGTHS. PHONE: 641-0308 T. 0. C. TOP OF CURB - �,AN` SANt i ARY SFWrR 1 TNI WALL MOUNTED LIGHT ,j 2. CONTRACTOR SHALL VERIFY EXISTING ! JQB N0. 1891 B- 0. C. e01TOM OF CURB ETRE DEPARTMENT CONNECTION ELEVATIONS AND MATERIAL QUANTITIES PRIOR TO CONSTRUCTION. I M. N. MANHOLE I,.N• 'aGERr_.RC'c�NC+ ELEC.TRIt: LINA" 260. I c 6 CATCH BASIN 7 3. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY UPON DE'FERMINATION OF UTILITY - _ ,`,I-ftt.tF;,;, pC)W�R IIN, '1 ` CONFLICTS. BENCHMARK INFORMATION to wSLRs '�'"- b.32'� 4 4. PROPERTY LINE BE AND DISTANCES AS WELL .4S SITE AREA 4.74 '.F�YF+; IIN- FUR ZONING AND PERMIT REVIEW ONLY CITY OF TIGARD, BENCHMARK NO. 167 ELEVATION = 221.84 FEET _ CALCULATIONS ARE PROVIDED AREA CALCULATIONS ARE 265'5 -_ • -__�. ;-.114{14 IINK FFPJCf REAL PROPERTY LEGAL DESCRIPTIONS AND � 2-1/2" BRASS DISC IN THE WEST CURB OF S.W. 72ND AVENUE Y65. (� PROVIDED BY A REGISTERED PROFESSIONAL SURVEYOR. AT THE WESTERLY EXTENSION OF THE NORTH CURB LINE OF 264�265-_5 4 TO BE S.W. HAMPTON STREET. I TOR SHALL COORDINATE i JBLIC IMPROVEMENTS ANTI INSPECTIONS WITH -- T,O. `�' 5. CONTRACTOR AC - _ CITY OF TIGARD. _,ANI I AkY MANN.'L: 0INLESS NOTED '.ITHERWISEI I 111{ 'f \'/,PIH".: 6. CONTRACTORNSHALL THCOORDINATE CORBLIC IMPROVEMENT SI E.�Pi THE PRIVATE LEGAL DESCRIPTION- ARD BUILDING A TRACT OF LAND LOCATED IN THE NORTHEAST ONE-OUARTER OF SECTION 1. TOWNSHIP 2 SOUTH. RANGE 1 WEST OF THE WILLAMETTE �� _ yy,�Itk v/\LVt MERIDIAN, IN THE CITY OF TIGARD, WASHINGTON COUNTY, OREGON �:•; i BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: GRADING NOTES J��.It�: ti,Lit�. ALL. OF BLOCKS OFK TME Pr2AT OFD WEST PORTLAND HEIGHT �? WASHINGTON ON F BLOCK KEYSTONE RET. WALL 26 _ ALL VEGTATION AND EXISTING STRUCTURES AND DISPOSE OFF SITE COUNTY PLAT RECORDS. TEE DE 4 T. 1269'5 E DETAIL I ,•: I,�E lth' SHEET T!'If 1 STRIP r� 2. STRIP AND STOCKPILE TOPSOIL AS DIRECTED. 2 0l I 1 1 ALTA A C M ANDIH I r•-I _ ;AS kl`itk 3. PLACE AND COMPACT FILL IN ACCORDANCE WITH GEOTECHNICAL REPORT BY GEC ENGINEERS R`A�Y I 2 8.30.90 r LAND TITLE �� -- DATED MAY 4. 1998 I SHALL NOT PUT OBSTRUCTIONS BETWEEN THREE AND EIGHT FEET IN HEIGHT PER 4. CONTRACTOR BEING ALL OF BLOCKS 20 Etc 21 AND CITY OF TIGARD CODE (18,102) IN VISUAL CLEAR AREAS SHOWN IN GRADING PLAN il AND 29-36 OF BLOCK 30 OFOTHE PLAT IOF "WEST PORTLAND HEIGHTS" N_ .I 4 OF SECTION 1, T ALL 263.0 261.8 , f1f''f,11iI'.: TF'f' �-- - NE 1 I LOCATED IN THE / -- - 4L TOWNSHIP 2 SOUTH, RANGE I, WEST, W M. IN THE CITY OF TIGARD, - T �6233 WASHINGTON COUNTY, OREGON 1998 RAMP DN. FIELD SURVEYED COMPLETED: MAY 5, 6Y-___- . g /WALL 262 77 :' - --__------ -- - I - U ITU I r I'LILI � PROJECT: _._ __-__-- --_._-._: -._ -- �' I =► - GUY ANCHOR _ AIt n(jX VLMK PLOT DATES: p fj M STAIR 6/2/98 9:53.59 KAN (5 9" IRCIN ROD WITH RED CAP INS':RIBED "G & L 7FiAV tl/3/98 9:554 K,►N Gt RAMP tgL S - BENCH MARK 11/14/98 11: 8.38 WTW 5J28/99 11:18.38 BMO 6/15/99 1S:5.45 CJR1 1 , - IE51 I'I I 6/21/99 10:6.24 WTW 6/25/99 12:6.17 WTW 6/28/99 14:22.11 WTW 62899 '17:43-22 WTW 6/30/99 10:42.12 WTW 9814SG2a dwq 6/30/99 15:12.2 WTW ® LRS ARCh' '! I'll i 000-00023 121:1 SW 69111 : Fir �'` If thin notice nppenrs clenrer than the �VN d rF .. •_ - ' :. :.• •nment, the document is of mnrgin„I duality. 111Cd I ttiiitl � tttitttllllT',�(�TT e ii iil f . i. .; } 1 f ,i`�ii',' ji � i• 11 Ililii IIII11 lii� I I I , I i , l t INCH I MONO a"ft - ��* n► - �t, I t fi �- I '111f !I!IIIllifii�flill!.�{,11111!!!!1 LII;!!'.'.'Illi;Ild!�IIIlII!i1!III!Illli!l;;Ili11,IIIlI� II . ,, ,• .,, -��1�T••------ 1 .I! .� , I .. .... 7 a. y M l %+* Y'S .,..,. ...-... ...:.:::,.. .:.. ._ ..:, -AAAA,. .:.... .. .. .:. ...•. .., .. .. .. ��1 � •, AAAA_ .. ... ... . . _ ... _ �. i r. TV v o a*i .,I _44m; w. WA I » 4111 ♦ P r ^� �� . � -' - � � AAAA.: - ��t`I�j L r, r}�k` - •�,�I"4��oy�� . .kl rt • V ��/ � � �';P - ° tl ..'� k� r,`r.;',.1�, 1�'s h x l .;L } / LiW 60 0,10,0I LJ• ~ U) U) cn L i i� - - 7 1121 S I Salmon I- 1 1 Suite 100 69TH AVENUE �• /� I r - - -- - - - - --- - Portland. OR III :• V V. t _ L- _- _ \ - ♦ � - -- _ - - " fax 503.221.2077 T' I r -•r- Tel 503221 lal �. - - - -^I- - - - . 's'r• i ' v 1 1L�STIN4-W�`IER ��-- T` -� --- 1 - _ F.M. M __ _ - _ __ -- - ---- W Z a 0. A - ---- -- - e D s - - D.S. 1 I C 6 D S L.--r D S • - - D.S. �• ` FDC TIONAL FD - ( t• Nina METS (TYP') STUB 7 .. .._.--Ki- C 1 DETAIL I TO MDG. o o a I n I, a _- , .�- ..._ _ _. - -- _ ----- �. OPTIONAL a STS D.S. T L-f D.S�d' RS. FDC I SAN STUD , , SEE NOTE(D y F x S. a6•STS _ PSI ` } DET I I 50.01 MIN. TO BLDG• FIRE St3tVll VAULT , , O I 2• WATER METER U ; z N TYPICAL Y �,a I- I I SAN STUf; �0�0 SEE NOTE Ot I I TYPICAL I 1 ( I SEF DETAIL. SHEET G1.3 n TO BLDG- I I SEE DETAIL, SHEET 01.5 I -- '�,�� I ' � BLDG � C � ► �`� r--- -, c-- BLDG i C� r I \ I I TO G FIN. FCR. 265.00 I I r A I -- I FIN. FCR. 272.00 To BLDG. s 1 RISER I o LD i I RISER IZ Id ' } I FIN. CLR. �' 273.00 TO BLDG. I I I ! ' I� D.s - : .4 + RISER I 1210 I ( IS ', j --- 5 - e• I I I 1 :^S I o: D.s. n s o' _ i d RIM 264.0 u _�e• C.O. " _ -- - C I f 1 -� - CONSUL TAN' 6, I c.a a•ST5 D.s _I I I ! c.o. e-sTs - e• __.�---� IE 282.0 tS�MIN. $_ M1 13 t - �,01 MIN. - RIM 259,5 1 D.S. _ __ __.._ _ I I RIM 288 - -- -._ ' I ---_ - e• -e--' e' IE 264.4 , c.0 � I IE 258.5 I C.U. •ISat0 MIN. ( I f _ 0C_0 l 15' EASEMENT I I IS \ 11 6•ST5 j 12• IE 256.67 C812 *• , I I , .H. �-•--� .�--'-+ - 1:- I �Id � I 15• IE 296.45 IM �O• �I I ,� IE 2 4 I _ ' ,�tt M 5 �S - I2 I I W I i , IE (IN) 259.0 d I I -I I ` ', Ick 10*IE 257.67 jr� IE (OUT) 245 6 7.311!+, HI I U Kai_ tt SEE DETAILS 7 I ' 15.51S STS ^�+►C3 { Al 1- 'jD I 21•IE 254.45 l! 6-0.0035 0.0035 RIM '259.5 MC'�E�► 1 a l z e id U I PIN) IM 260.0 1 I s ' , I I R M 262.25 ` 71 LF. iE 25 ,5 I RIM 265.25 l' SIA i IM 266.25 E 280.25 � � _ c o LF. 10' _ 1 RIM 267.2 IE 263.25 e•STS I IM 263.5 _ - c.0.t2.51S IE 258.0 S I O1 -- -- �.t1L)36 340 L F. 1e•sT5 - IE 264.25 �o _ �----; --j 0.5635 �s=3.6S� 4.sTs 21. 50.005 MIN. IE 265,25 c.o, L IE 281_5 e'=--o-- __ E+- .j- v r- wI. 50.005 21' IE 252.70 _ -_ _ -c IN) + C. +rrtS� C 0 •` - - -- 50.0038 _ b � � w W ._ -_ - �'°-° -- - 2�' STs °° _' -'C.TT'11 - 0.0035 - _11.-- I'-- ' i I r` - -- -- I ^ t 6•STS CLEAN T CATCH 51 _ Z L - 6•ST5 1b' IE 2:55.69 1 I S-0.0035 I - XYFICAL� Q � I 50.0035 �r-( }�� ---SEE DETAIL SEE DETAIL 1' 1It �rj 6•STS S W 70TL I AVENUE - - - I (_n , - STORM FILTER e•STS f I - - - 0•STS - 5.0.0035 (M N) - -----RIM_262.Q�_ __ 5-0.003a --- - -- _ - --- - - �=' W.O. SEE DETAIL SA•0.0035 (MIN) _ -_ _ IE380.0 =--- ' RIM 288.5 -*"' '� (MIN) ,r � Q � - - - -- - { THIS SHEET (MIN) - ----r---�.- ._ IE 264.5 - r ------ ------ - I / . A - �� 6 D I � I o Q `1 OUTFALL TO DITCH 1 IE 248.4 I / CLASS 50 RIP-RAPI I -____----__--- _ I , I - X 1' I I Q ry 1 1 I LL.J 1 Q 3 Q I a < a 1 I LLJ 1 t r I PLAN � I u 1. I - � SITE UTILITY LI Tl' ! I I-- �':. IAM 1» y ,F;tt`;.Yr,p1.J:"";:'.ry :z.: 1 w�". •&s C/1 I 1 Hyl t 1 , l {` PROJECT NAME r I I I r• •?, I �' �' at yi 7 '":.fa k i •+e a `I ^ `� -k x -1 f I m TOPOGRAPHIC LEGEND SITE UTILITIES �;;�r fE� IT"� .• .�, ..r.. _ n t �r :r, v -'�• :1 � -_ M"SAN - NEW -3A-417 AP - - - k"SAN- EXISTING SANITAR, 11. ATou1■.,v A,u�euer[rn SPRINKLER IRRIi.ATIUN VALVE a CATCH BASIN (C.1B.) smrfddur rj.� /"STS NEW STORM T MSE WEN 0 MANHOLE (M.H.) GENERAL NOTES: �, ,,,rT R. e,=JI211. - - M•STS - EXISTING _ A.�'•' -- -" .. SItA.31A..No,r/wEwUS UTILITY POLE (.+� "y {9�"'�'r Y ,.r., v',r ,.1 H n,:y:''{ _':R "' �: k a'•sF.lii' -- - w TELEPHONE PEDESTAL -o- ,) 57CRY`tl1CR BT SrORu.At[R IAN+ALLNENT, PORTiANO. OREGON (M. 3-7.0-3313) r wu rau•:AI F•nuTs rc,mcAo YG Ems- NEW ELLCTRICAL 1) ALL rORynlTERS REOUTC REGULAR "ANTTNNCE "11"t to OPERATION AND"NTENAN" VANUAL OR Id EXISTING ELECTRICAL T FIRE HYDRANT (fJi.) � _ N ER AL NOTES : DTTAis - _ [� 3) pKC(JLST GON�IETE vµAr CONSTRUCTED,N ACCOROAMGF Inn AVIS cele _ GAS GAS LINE -----W-- NEW WATER �M METER Z `? C 4-) ExTERNAL PIPING AND rnuRUNGs ►RGnDED er DINERS. -W- EXISTING WATEP. UTILITY VAULT s.) FLrV*LE COUPINGS 10 BE SET "r OUTSOE FACE Car WALL. FERNCO OR ENI APPROHCD WATER LINE ------ow DOMESTIC WATEP. �1 B.) Yl PITEt.ASI SIdINFII DATA SHEET FOR VAULT OSI WI NS. TLEVAPONS AND NUMTIM 01 CARTROGES -- W1,, - 1 I 1 TRMGSFORMER APO PAD 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF TIGARD �) Su rlP l SInoN aALl�51 Sr ALONG tN11RC LENOrN or BDIN SIDES OF FILTER AS vAD•N FW FIRE WATEP _�..,r(._ AND TUALATIN VALLEY WATER DISTRICT STANDARD PLANS AND SPECIFlCATION5, SEE PFI FILTER DATA eLacl root sALAs1 RnorN AND HEIGHT DNENSIONs TEL - 11NDER (^POUND TELEPHONE LINES I. E CLEAT Ei.EVATION "7'� LIGHT POLE ^ �N ,,:•. r �i. AS APPLICABLE. c o. CLEAN � WALL MOUNTED LDGHT ,WTI-rLOAlA`ION BALLAST ^ utf RNATt PIPE Af` IA:. . 1 /(BY OTNCASI (er )?HERS) �,NYAI_AAAA_. ,ANiTAr) �EI`I LINti M. H. C T � FIRE DEPARTMENT CONNECTION (F.O.C.) TO ANY CONSTRUCTION, LOCATIONS OF EXISTING UTILITIES SHALL BE HOSE _ _ C. B. CATCH EA-.In, 'C 2. PRIOR __ _ X VALVE VERIFIED BY THE CONTRACTOR. WHEN ACTUAL CONDITIONS DIFFER FROM / 1 _- PWu - UNDERGROUND ELECTRIC LINE; '~ SHOWN ON THE PLANS, THE CONTRACTOR SHALL. NOTIFY THE ENGINEER PRIOR TO - - • J PROCEEDING WITH CONSTRUCTION• r------�' ,-, 10 Lir wlir - I� FIRE UNE MAY 0E CONNECTED DIRECTLY TO FIRE - - A _ OHW- OVERHEAD POWER LINE, HYDRANT 11NE INSTEAD OF MAIN UNE IF ALL PIPING I �„ BE REMOVED FROM THE f ! :, CAN BE PACED WITHIN LANDSCAPE STRIP. VERIFY 1 PRI-CAST NATH HYDRi NT LOCATION AND CONFIGURATION. .ted 3. ORGANIC AND UNDESIRABLE MATERIAL SHALL cONCRtTE VAULT " _ _ STORM SEWER LINE CONSTRUCTION AREA AS DIRECTED BY THE ENGINEER. I ' 1 A c f'^Yg•. J. > iii: • �.1 j ,NLEr PIPE � - CHAIN LINK; FENCE 4. CONTRACTOR TO LEAVE ALL AREAS OF PROJECT FREE OF DEBRIS AND UNUSED �. � m On+tE CONSTRUCTION MATERIAL. _ Io +ir -,,. +#I t v."-,';' 1 )"d r-'J 1 r'+N •19 :. I I �U100ER ) .. = T.. 1 _ CATI.H 6G.�JN $p fx Mdi 1Zw1 IrrcYcr 5. ALL FILL AREAS SHALL BE STRIPPED OF ORGANIC MATERIAL FIl-L WILL BE PLACE:~ dd 3 ''FIN OF GEOTECHNICAL ENGINEER. i ' `'' r ` c,EuBLc caAPL"' :fl VSI YA I`d 175 yH {.i - � I THE DIREC I - 1 r 1 t4 UNDEROIT,�t .,,>c e' (o. o1A[ReI I""I SANITARY MANHOLE { f ml. ca• DINERS) •�. ,� - r.;,;ii% -..r ;UNLESS NOTED 0 THERWISE) 6. NOT USE . �;" D � .� ��, ,y1 NLET BAr r IT .• SUMP ,�, ';TnF'M Ml,NHL:ILC. ?r wrtR14R 1„'.L (trP)- 7- r%� . .• •,2 3 1 7. ANY CHANGES FROM APPROVED PLANS SHALL BE REQUESTED BY THE DESIGN ,•_r wv ENGINEER, AND APPROVED BY THE APPROPRIATE AGENCIES. COMPLEXITY OF WATER VALVE MODIFICATIONS WALL DETERMINE IF REVISED PLANS ARE REQUIRED, __..�__- _-_ ._ - WATER METEF: r� SHEE7 li'L: T IIAOw rLOtr plot uAN,rOLD ItvP) CJMTRIDGE (TNI 1 4 y ✓• ,J 8. PIPE LENGTHS SHOWN ON PLANS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED 1 , I A2 6.30.99 BY CONTRACTOR PRIOR TO START OF CONSTRUCTION. 8'x12' PRECAST SIOPMFILTER'r- PLAN VIEW i 1 1 - 1 - '.AS VALVE SCJLLE NIS I�i BEDDING AND PIPE ZONE BACKFILL REQUIREMENTS WILL BE IN ACCORDANCE WITH APPLICABLE SPECIFICATIONS AND DETAILS. rASMETER I - nurFK eE�RRrc+ro cTr►1 _� - - 3-3',]' puAl0N0 PATE DOORS (�) 10. TRENCH BACKFILL IN PAVED AREAS WILL BE 3/4-INCH TO 0-INCH CRUSHED ROCK ,A_ RI.E . - r, , F PER AASHTO T-99. --_- r,y; COMPACTED TO 95 PERCENT RELATIVE MAXIMUM DENSITY, - IApDCR (IIIA) AOM. stAEA►rt (TK) J'naF solluncR (TM) Iy-! ;'+. 11. MINIMUM COVER OVER WATERLINES IS TO BE 36 INCHES AS MEASURED FROM FINISHTi°sw _ - �_._�, :.REFI LIGHT l tib;; k GRADE TO TOP OF PIPE. MINIMUM VERTICAL SEPARATION BETWEEN WATERLINE AND SANITARY C%ADMARTR�iTYP) _ �_�_ DATE 6.14.9` °l1 ' SEWER AT A CROSSING IS 19 INCHES. SANITARY SEWER AT WATERLINE CROSSINGS WITH LESS �s •-_111LI�I �l' -Q `'IG'V I tiL- THAN THE MINIMUM VERTICAL SEPARATION SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE VATH WIWI - ; WATERTIGHT JOINTS. IN SUCH CASES THE 1!1-FOOT LENGTH OF SANITARY SEWER SPALL BE SLIDE c,ITE i, NOR lE N - IE. OUT _ a.3' 11I" UTILITY POLE I CHECK: AC CENTERED AT THE CROSSING. -� 1 �T-I .- ,/ / D s I DRAWN INN BY: 8M L -? GUY ANCHOR .4 12. ALL WATER SERVICES AND METERS TO BE AS SHOWN ON PLANS. V 11r r P" %AwOLO ITYP) (] - MAIL f3UX PLACED IN SERVICE, THE WATERLINE AND SERVICES SHALL BE ~ ` - PROJECT: 9814` jfi. 1... PRIOR TO BEING - INTERIOR WALL (TN) 'ttR IT•r) „a ANp RE-FLUSHED, ALL IN ACCORDANCE WITH STANDARD METHODS - BENCH MARK (55)3' IRON ROD WITH RED CAF' INSCRIPED "G & L TRAY') a FLUSHED, STERILIZED, OF THE HEALTH DIVISION, DEPARTMENT OF HUMAN RESOURCES, STATE OF OREGON. CITY OF g'0 2' PRECAST STORMI'ILTER~- SECTION A-A A-A ,~ .. VALE NLS - TU/►LATIN CREWS WILL TAKE BACTERIOLOGICAL TESTS WHEN SO REQUESTED BY THE CONTRACTOR - TEST DIT INSTALLING WATER MAINS. -- - _ -".:Tr Low sTwrrlE sTolIMWATiR' ru• o.. - LOCKING 'HALL BE PROVIDED AT ALL WATERLINE FITTINGS AS '"" ."�:=�= - =^ ruR uro �cctlwl +•r+ `1 •�N�.r r r. G1.13 THRUST B _ VI.MK PLOT DATES: 14. CONCRETE 'r DISTRICT STANDARDS. BLOCKING SHALL BE POURED AGAINST UNDISTURBED sr,IrnalYlo tICLIR �,.,;� � 5/11 /99 11 :21.9 BMD REQUIRED BY TUALATIN VALLE WATER D -- - x/11/99 15:21.6 c�M AND CLEAR OF JOIN' AL., BEARING AREA OF THRUST BLOCK SHALL BE 1 nrrr 6/12/99 12.30.49 WTw L EARTH ALLOWABLE SOIL BEARING PRESSURE. SEE DETAIL SHEET G1.5 6/22/99 12:26.29 wtw y COMPUTED ON THE BASIS OF s/2aiys 14 6.23 wTVY I 6/30/99 10:59 6 wTl+ 15. ALL WATERLINES CONSTRUCTED SHALL BE IN ACCORDANCE WI'N A.W.W.A. AND 98145G-3 d,Ny 6/30/99 15.2 37 wTr+ IRS A�(Ij1'L C15 �}!f TUALATIN VALLEY WATER DISTRICT STANDARDS. �a { e '; Jd- h 1999-00023 12 I?3 5W 6 qr' Y G. .A fi h iHr `t PO6ofli i yy. 7 , � a.'. YJ3:...., A �r,,11, el.,.• ;,, t-yto .•yr: r.:r. 1, a......... „ .., - :_... -._ ,. ... . '' _ r y •4 yy 1 ::: ;. ,,AAAA.., .,_.. ,. YA 1 t . •,1,,.�� :,,' +' •;,•r u: ; , p;: •. ,: If this notiLr :ppcsu•s cicarE•r Iluul thl• r• ', '.:; JUN 0 7 2010 •.'d :N'i'A�) -• E„pth.t, , 1), y-,*A t ,1 - 'i,i' AAAA ununl, the document is of nuuEinal quality. I)liCl'OIIIIIIC'C� Lal k, e .�, , , ,� r. � ..`�� ..,; *,, - • ' :T .�I 7 I i i I I I I I f I I I T 1• 'I I I I I I � 1 I I , T . , � IIx'" INGM Y�0!M CMINII �"-• AAAA .. , .., :,:•, . AAAA., .- . 14 r 1' a�IIII,tII l {::: ILII!{ILII{III!Illi{11111{Iltlll llllllll r'` ) I !! !I l I I II•IIItN ILII{ttniti,f),flt , I II - I II I I I III I �,�, �, Fra• �1 # �� } N ^ IAS ri T ' �'.t, •� •• ..-'. AAAA I IM S' .41t4 x ' �i 1 I M 4!k ............. rA ............... ............. —5-�T7—Wz77T fit:x -01N. WV 77 r 77\1 _j rL 9 ----------- L 11116111111111 11^0^9&V_VA�w 111!!111111 jjj,��Jjj M M 0A,4,v a,*A BUILDING 11 ,1 f f]dTRIWCE SEE DETAIL r BUIL ING "B" ' :�k �' i , i� i �"""..._..._..-� � ,I_ - P.P. ' -112.00' '' ' ` I F.v.i 2C 4 1 UILDING ------ Rim 266 PIN" x U RI r r r FRIM 263.5 39 ze Y LLJ N Ll E IF 251 RIMdL q AIL .4 C '.n it � ,- SED4MENT FENCE I SEE DETAIL INLET BARRIER i L SEE DETAIL 75- R GRADES SE SHEET G1 .2 -O ANME BOTH END' (Y S OF FILTER FABRIC FENCE M A, ,3URE SCIL I iRAPPED V' A SITE )N CONTROL PLAN IRO-HOTS 34: POSTS INTERLOCKED 2- x f POSTS AND ATTACH STANDARD NOTES ONE FOOT OF SEDIMENT BE ALLOWED TO EROSION CONTROL PLAN MORE THAN TOP VIEW NOTES FOR EROSION CONTROL PLANS AT NO TIME SHALL ATCH BASIN. ALL CATCH BASINS AND 9 RECOMMENDED STANDARD REVISED FEB 1994) ACCUMULATE WITHIN A TRAPPED C 10 PAVING. GUIDANCE HANDBOOK L BE CLEANED PRIOR LADEN (FROM TECHNICAL CONVEYANCE LINES SHALL SEDIMENT-LADEN FABRIC MATERIAL ALL NOT FLUSH SE ROLLS rE EROSION CONTROL IN THE CLEANING OPERATION SH I—) V�A 3iB* WIDE THIS PERMIT WILL REQUIRE 51' SITE WATER INTO THE DOWNSTREAM SYSTEM. 6 iddo -%q A. ALL WOPK UNDER ISIONS OF 'DAR 340-41-455 - EROSION COMPLIANCE WITH ALL PROM -D AND CONTROLS IN PLACE PRIOR 10 j. STABILIZED C, INSTALLED AT THE IW6 06� �%A - CONTROL PLAN To BE APPROV( CONSTRUCTION ENTRANCES SHALL BE po y i1V. BEGINNING OF CON':TRUCTION AND MAINTAINED FOR THE DURATION 0" 0 CONSTRUCTION AL MEASURES MAY BE REQUIRED TO INSURE r,ec AHEW� ARE KEPT IL (ESC) PLAN DOES THE PROJEC-7. 1%DDIII0N CLEAN FOR THE DURATION OF THE )IMENTATION CONTRO THAT ALL PAVED ICTORS. PROJECT. ROAD OR DRAINAGE B. APPROVAL OF THIS EROSION/SEI OVAL OF PERMANENT NOT CONSTITUTE AN APPROVAL S, PIPES. RESTR 1 i AND LOCATION OF ROAD DESIGN (E.G SEDIMENT FENCES: CHANNELS, OTIEZNETION FACILITIFS. UTILITIES, ETC. STANDARD NOTES FOR RADIUS 2W MIN. C_ " ____ AND THE CONSTRUCTION, A CONTINUOUS ROLL CUT a- MIN. SMALL BE PURCHASED IN K. THESE ES THE FILTER FABRIC WHEN CLEAN PIT RUN OR/ i_------- C PLANS F THESE ESC R TO AVOID USE OF JOINTS, ------ C. THE IMPLEMENTATION of AND UPGRADING 01 TRACTOR TO THE LENGTH OF THE BARRIER DEPTH MAINTENANCE IENT APPLICANT/CON FILTER Ci �HALL BE SPLICED TOGETHER 2'-MINUS GRAVEL ----- ----- -- ---- ----- REPLACE% OF tE NECESSARY, _OTH DTH OF THE PROVED AND JOINTS AF IUM 6-INCH OVERLAP, AND SU90ADE REINFORCEMENT PROVIDE FULL W1 6' MAXIMUM__�_- FACILITIES 15 THE RESPONSIBILITY -D AND AP X 2' _�,CING ONLY AT A SUPPORT POST WITH A MININ LAP 2" REQUIRED UNTIL ALL CONSTRUCTION IS OMPIETF ED TO THE POST, OR OVER GEOIMLF_ AS WRESS/EGRESS AREA 1.0--- VEGETATION IL ANDSC APING IS ESTABLISHED BOTH ENDS SECURELY FASTEN ON DETAIL. POSTS AND ATTACH AS SHOWN ffUN ON THIS PLAN SHALL \FRONT V,rW D. THE BOUNDARIES OF THE CLEARING LINITS SHOWN DURIt'G BE CLEARLY P,AGGED IN THE FIELD PRIOR TO CONS11RUCTION, 2. THE FILTER FABRIC FENCE SHALL BE INSTALLLD TO FOLLOW THE qY :r FIR OR PINE POSTS, STURBANCE BEYOND THE TOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A CON j 1 GRAVEL EN -RANCE DETAIL STANDARD OR BETTER OR THE CONSTRUCTION PERIOD. NO DI RmITTED. THE FLAGG114G APART AND DRIVEN SECURELY INTO THE GROUND A FLAGGED CLEARING LIMITS SHALL BE PE Fop THE MAXIMUM OF 6 FEET 30 EOUAL ALTERNATE* STEEL 13Y THE APPLICAN T/CON TRACTOR UM OF 18 INCHES. SHALL BE MAINTAINED MINIM FENCE PTRSHALL or CONSTRUCTION. VERTICAL BURIAL OF 6 ILL HAVE A MINIMUM CONSTRUCTED IN 3. THE FILTER FABRIC SHA RIAL FROM FILTER FABRIC FENE USE STITCHED LOOPS HIES ALL EXCAVATED MATE STITCHED I OVER 2* X 2' POSTS E THE ESC FACILITIES SHOWN ON THIS PLAN MUST 13F IES. AND IN INC AND COMPACTED ALONG THE LOOPS TO BE__� LATION SHALL BE BACKFILLED j) INSIALLED ON UPHILL CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVIT SEDIMENT AND SEDIMENT-LADEN INSTAL I 91 SIDE OF SLOPE .1 SUCH A MANNER AS TO INSURE THAT AREA- IMENT 04 C, WATER DO NOT ENTER THE, DRAINAGE SYSTEM, ROADWAYS. OR VIOLATE ENTIRE DISTURBED ITY FILTER FABRIC FENCE SHALL HAVE RI II UNOFF WATER WITH SED FILTER FABRIC APPLICABLE WATER STANDARDS 4. STANDARD OR HEAVY Ot -OR 2" Y, 2" POST INSTALLATION GRAVEL 412' MIN- DEPTH) MATERIAL- YN ON THIS PLAN ARE: THE MINIMUM MANJFACTURED STITCHED LOOPS F LED ON THE UP HILL SIDE OF PlE is" MIN. OF F THE ESC FACI-inEs sHOv CONDITIONS. CIJR"lG THE ST'ICHED LOOPS SHALL BE INSTAL BOTTOM SA BURY 8 NTICIPATED SITE AS SLOPED AREA. FILIER MATERIAL REQUIREMENTS FOR FACILITIES SHALL BE UPGRADED -Y HAVE SERVED g* gy 6' TRENCH CONSTRUCTION PERIOD, THESE ESC FA AND TO INSURE THAI SEDIMENT IN T( THE SITE RIC FENCES SHALL BE REMOVED WEN THE STORM EVENTS REA HAS BEEN NEEDED FOR UNEXPECTED S 7 DO NOT LEAVE 5. FILTER FA13 PURPOSE. BUT NOT BEFORE THE UPSLOPE 1, THEIR USEFUL 110 1-6 -6 AND SEDIMENT-LADEN WATER D STABILIZED. AREAS PERMANENTLY PROTECTED TECTED AN FILTER IF NECESSARY TO INSURE ESC FACILITIES SHALL BE INSPECTED DAILY By THE G THE AS NIECE AINFALL AND AT COMPACT All. C I PJ:V:F�t� \,MRE MESH VATH FILTER ffnL ABRiC MCH 8' APPLIC ANT/CONTRACTOR AND MAINTAINED 6. FILTER FABRIC FENCES SHALL 13E INSPECTED By OR IMMEDIATELY AFTER EACH R SIDE VIEW MIN. THEIR CONTINUED FUNCTIONING APPLICANT/CONTRACT PROLONGED RAINFALL. ANY REQUIRED REPAIRS \SEDIMENT FABRIC ON TOP DAILY DURING N INACTIVE SITES SHALL BE INSPECTED AND LEAST IMMEDIATELY. H THE ECC FACILITIES 0 M OF ONCE A MONTH OR WITHIN THE 24 HOURS SHALL BE MADE FILTERED MAINTAINED A MINIMUM % WATER FOLLOWNG A STORM EVENT J SEFEN C BAR ` - �I `� ii Z' Z AMK PLOT DA1 5�27/98 9:511 IS 6/28/99 14-1 6/30/99 11:7 9811456-4 dwq 6/30/99 15:1 51-1' It)99-00023 12123 SW 69 pa 7 Of 15 777 If this notice npilears clenrer thn" the JUN 0"Ient, the document is of 111111-ginal quality. micrllfilmed a. I Jill I gillli _T I � rA1 rry t I11 w)�, y 15, Firi,{rvri , 4 °U r ! 4 J .' ,lar .. ._-. :. v ",- : ';'• .,.,. .., .. `(.' ' u :.t'' it i i ..r...... -: -' .: .:i....., .....1 „ . i , a -• .. .u. y..,.r .u...u.. .. , r.a - ----� - - -- TY O r.NATVMAV VAIs 10 LML 11JM0 oll _ - �_ _--- �-� - TtN IT 11111.111M1 ST44NM cm srMOss lllQG MNTAu VDLu4E IIF THRUST BLOCK ti BEARING AREA OF THRUST BLOCKS IN SO. FT, IN CU. YDS, (VERTICAL) 14. NIN. SIDEWALK ADJACENT T❑ CURB tLA>• all) UN KV111 I IIEND ANGLE CLASS "A" ----- _----- CLASS 'C" -- -_ _ _ - CLASSCOMPA " , _ hIATM: IINTI7RIAL ° - -s >t�F1�I,► -- - --- SIZE TEE 90 BEND BEND BEND• �BE1rD• SIS 45• tP3' 1LN'.3• S E. >A, NATNE nA" oa6rt ABWM tID i mATERUL AS _ COMPLETE- a 4 VALVE RISSR G - tp'- p'--`- ---_ 4 1.3 LS lA 1.0 1.0 4 1.1 0.4 02 , SPELLED WALK IMM OF itNY t, i IH' MIN 3' MIN ��( FLAN6E SLOW 1•I 116 // _ -_- _ _ _� 6 28 4A 22 1.1 lA 6 P.T LO 0.4 8 5.0 7.1 3.8 20 LO 8 4.0 12 113 16.0 8.7 4.4 22 12 8.3 j2 L3 y t z =; 28.4 13.4 7.8 3.9 16 14.8 Sb 23 P, � y, tartWAclol To TLIL Au 0•fneAL r>rtE 20 3L1 44.4 24A 123 62 -. --- ' " DRAIN R»CJc POCKET r- R 75 d'-p• °�a�olJVritoeTo N01 W li/ I lrTAAtnE]ITT101 I ��T Lan�L Fslc ""+�"LL 24 45.2 64A- 34b 17.7 8.9� 4 CU. FT. MDA. -1 '"°Qil" U:L_�- -� - 6" !' '- til{ J1311114A W1140013 LAI DUC'TLE ]TROT PIPE _--- � a�nEsm w�VA LT A= �P AM NO�SUL Ki RM ICAMCITY Z•' MIN l ---- --- / - • Ntal'EItIYLM- - -- OUT" - TIM macs TO �-6• IEGALUG RETADER 4 ° O1IRM Lfi r M -v Box --- -- - -- - PAVF36vtT RETLACO T SOUND PAVE" GLAND (£BAA IRON) J __-_�_. -_y__�_ . 0 6 / I BL�K CONCRETE PIER R4 K.L. - - � r- ( --- .• I::• ro Ka x 6' FLG TEE -- - S IF Salmon -- = CLASS .,D•, SEE MOTE No. 1 - t o;••• ,o ,-. COMPACTED GRANULAR THRUST BLDCK = 9AC1(FlLL AS SPECIFIED PLAN •:: •�•. '.. sulfa foo "z Portland, OR 9725 'T. 13"L1110 Day a- Tel W3 221.1121 2077 VfLVIE BEND TEE VERTICAL BEND SIDEWALK WITH PLANTER Ar 503221. I B' M I N. DA-M 04[xx VALVE - - -- STRIP AT CURB z � F REM HAX SZE ZIn o scp9n a QJIT1ALTv 111 DfTAL1 _ d8 36' c •o 3' MIN --------- CaolnE i1LL,A=T s Ou Ys ---- - .t „k • e "n 4 y ,. 4+Gin& OV.OM KNE 4 ' I irsS �; L�MHD9(..APE AREA WHEELSTOP (SEE SIT£ PLAN 6' 3/4' RADIUS ( 7 AND CURB SECTION) NEW SEE SITE PLAN A)KFACE OF PAVFMENT AND FLOOR PLAN TOOLED SLOPE 2X MAX 6' 0' _ o 6- EXTRUDED CONCRETE WHEELSTOP • . f SET IN +•PDXY. SEE SITE PLAN FOR ° 1121 S I Salmon LOCATION--�\ • �--- - ro p.o o�,.� 0�, SITE DIMENSION suite Jou SEE DI E PUN Portland, 1 97205 / ,8r 13> o fax 503221.2077 Tel 5032211121 4' OF COMPACTED r �r9' ED CRUSHROCK BASE r i � I 1Fn COMPACTED SUBGRADE 6• / I.'' / TYPE 'C' CURB NOTES: ASPHALT PAVING AND BASE ROCK 1) FACE BATTER NORMAL AS SHOWN FOR Ci1R9 TYPE. SEE SITE PLAN FOR DEPTH .� `'�'"" �� jI MA)OWJM c N 0 2.) JOINT SPAdNG _ UJN NOTES: E� COLD JOINTS AND STRUCTURES. DWANSION JOINT TO BE w z x 1.) PROVIDE NEATLY TOOLED CONTROL JOINTS AT 5-D' ON CENTER- 1 PRE-MaDED, ASPHALT IMPtRfGN 13. NON-EXTRUDING a �2' rn ASPHALTIC PAVING AND BASE ROCK MATERIAL OF SAME DMENSON AS GJRB. C CONTRACTION: 15' MAXIMUM. CONTRACTION JOINTS TO BE 1' DEEP J o� SEE SITE PIAN N W 6' 6• TOOLED OR FORMED AROUND PERIMETER AT CURB. 6' Hips EXTRUDFD CONCRETE CURB 0 Y SET M EPDXY. PROVIDE JOINTS AT 3.) TOPS Of CURBS SHALL SLOPE TOWARD THE ROADWAY 1/6' IN V. U ;o N 20'-0' ON CENTER MAXMWM. 4.) USE 3.000 PSH Cc.1VCRE•IE. MAXJMUM 4' SL'W' Q N N�M0 0 SECTION—--- 3 SECTION AT CURB TYPE V L SIDEWALK SECTION ?_ TYPICAL. CURB SE _ 1r,..o � �:• STE-CRGdlrq 1 TYPI CA S.. SITE—CRELdwq S:. SITE-SID.dvq 1 � 1-0 � . CONSULTANTS t : .l 4 ryV 1 2 xk;�1LI Y W ➢Ikh� H d'�4�A + . . UJI UJI ter. �� `�{'��r� Irrf o '� k•. crr y� 4' MAX CLFJIR PLATE 5/b' x 12' x 1'-0' W/ n 1- I (4)- 5/B° DIA. x NELSON O SPUDS AT 9' O-C, - PROVIDEOL STANDARD PIPE RAILS 2) CONNECTIONS PER PANEL oi'..� p�-� Q$' � I 1 AN DIAMETER 1t Z' FROM PANEL EDGE)r \\�/ � O IN Do • 0 Q I V w /zPOSTS AT 5'-0' O.C. 1 MAX FACE OF WELDED WARE WALL Q QD Q GEOGRID IS TO BE PLACED ON LEVEL ANO FILTER fABR1C cc BACKFILL AND EXTEND OVER PINS. CONTOUR GROUT TO DIRECT /, PLACE NEXT UNIT, PULL GRID TAUGHT - WATER AWAY FROM PIPE — T.S. 3 x 3 x 1/4 x RECD -� AND BACKFILL. STAKE AS \REQUIRED. ----^�` /// � --PIJ►TE1/Yx6' x0'-6' 10' x10' x6' PL Ad • r W/ NUT 7AdC WELDED ON /�COIL R00 CONCRETE D BACKSIDE J ANCHOR BLOCK BLOCKOUT INSERT FOR HANDRAIL W/ _ 1_ -- - _: NUT AND WASHER ' • 4 I. (2) OPPOSING /3 TIES t� • m 4e.. . , • IYP. p� 10' x 10' x 6' CONCRETE g ° • �• 1 4 ANCHOR BLOCK - INSTALL PLACE GRID OVER PINS, • PLACE NEXT COURSE, PULL age TIGHTTO �� PROJECT NAhHE TIGHT AND BACKFILL GMD/PIN CONNECTION ° SCALE: NONE • "" e FACE N OTE: ° SCALE NONE ALL INFORMATION FOR RETAINING WALLS IN THIS DETAIL SHEET IS FOR REFERENCE ONLY. ° DESIGN DETAILS AND CALCULATIONS SHALL 5 1/2' C.I.P. WALL W/ i4 ° BE STAMPED BY A PROFESSIONAL ENGINEER AT 12' O.GE.W. SEE ARCH, SEE SPE REGISTERED IN THE STATE OF OREGON. rOR REVEALSSEE SPEREINFORCED SOIL SCS. -blip O .o PLATE 5/6' x 12' x 1'-O' W/ T p _ ° O A� { �1 r Y ✓• ', (4)- 5/6' DIA. x 4' NELSON W STUDS AT 9 O.G - PROVIDE � (2) CONNECTIONS PER PANEL CAP UNIT (� `/ «T ,r�,tn••i" psn'�: ''� ' . ' `ti; '``r RAILIN.> � 2' FROM PANEL EDGE) UJI a ° t7� ctl ° p JI t t g-q,, 4.. CAP UNIT - FINISH GRADE AS OCCURS , , o� 1 4, 1 �i"F:d � S� a "t 4 "`� oar COIL (.(IN E �n �+J y�'I ,tr • 8 ° 1D' x10' x6' +'y� u�M jj u ANCHOR BLOCK A X { ' 4 NUT AND WASHER LOW (PERMEABLE SOIL i=.—� -- - -�- f o KEYSTONE COMPAC UNIT lT g�P 4g ° ��\�� /. CAST-IN-PLACE WALL --UNIT CORE FILL I C RETAINED BACKFILL (1' MIN.) \ ��/ K., 1+' arr&17.Ky� I Z 32� ,4 1_-- 1--- 8 a " N COMPAC UNIT v 1 a FINISHED GRADE— REINFORCED BACIFIL #4 AT 12' o.c- o SHEET TI T1 E: 6^�--_ AFPROX. "F EXCAVATION LINE '1 -- - -- 2-N 4' DA- PERFORATED DRAIN PIPE - SLOPE 1X MINIMUM AND CONNECT TO 3TnRM DRAIN. I 1 6• 2' SEE NFORSMATIONUTY PLAN FOR ADL IAL LEVELING PAD—� �y 0, F 'fit _ - _ �-F CT10TYPIC1LRFINfNRCIE UNIT FACE fONPVC UNIT EAR J VERTICAL WALL I DATE �r ISOMETRIC SCALE: NONF. i SCALE NONE 5 TYPE p RETAINING WALL ,r r CHECK: - I J �» N.T.S. � I ORA IYN BY, a 4 TYPE L—1 RETAINING WALL M PRD,IE9t3145G9� 9 z h G1. 6 VLMK PLOT DATES: 4 5/299 16:36.6 BMO 6/9 99 9:11.43 VVTW 6/9/99 4:59.55 HAT © LRS ARCHITECT:: ,•p 'R 6/9/99 6:25.53 NAT 98145G-6 dwy 6/188/99 14:21-1 WTv aN ` Ir � ( n ; I 1999-00023 e1 �4 '' ' t '•I��t s. , dj�•[.., d°v;11i , ^ 1211}SW 69 ?) - t the reg• then �>• ,� - •t ears clen 4 l ,c This notice r,p JUN � Z !44'y ,' ,r,4 mtcrKlfill "r•.• . n ncnl rr of m»►K 1 Y ,.„ .._. , ,.t ,•,: , „ the dnrur 1�.•.'•l.h � ',',. l� .� ,..� .,. ...I. .. �'+ , si . 1 r ter:. ,• . ; � , i'III' t � I �,� � I�IIIII (+III SII I r I : • ,�r�„t 'gd� s w�h��'ft �w i .UI {i 1 �n1ry�h�'1 (i/ 1 1 i r r � �1 ., y +`�s,. x•0,,11 1 R � 1�1 ill�f�� II{l�ln I,flllrlr I Iif1I • ' • `", r t,>°1�,, •�,� '�' " „'"' !! l II I I!11111E 11,., .��. , r«,~� ,, . .. , hnIIN II ] - I �•u�H ': :)�' : l i.,-' ,i,�1':Thr. , .. , t1 i 1 q 1 • s ,{., 'fit,;;;r, �,...;C. t t ` �r _ . .. . .. a 0'0a', ��i Owl , t: Wow W K . �,•., ''' x 1 I tied )lf { �+y FII rly,�. '�4�Itir y u�v '�v ` r 1� 1 31 µµ A 1r w I A All'� � .� [� �� r r !) I '•'SII 6442 g 10 3 4 5 6 7 8 ' 6�d � --- - - - _ -- -- --------- 240'-0' -- --_-_ -------------- - -- - - - - - - *r3 E Y M 30'-o" -0" 18'-4" 3e'-a 30' 30' 0" 30'-0" 23-4' 0. i -6 TAM 1 10 101 L.- � J J® TS 3 X 3 X 1/4 COLUMN 52.1 I ) COORDINATE W/ ARCHITECTJRAL FOR LOCATION AT ENTRY _ --- �- -! r-5-- ! DEPRESSCD SLAB � 3'-0' L__'J �10 �1p1 L-' J Y SEE NOTE 10 17 �p n E = ICJ IoJ h' P. J. S P. J. N AT BLDG. A ONLY r- - D -- - •- O r-- - - -'•1 - I 1 , I - r -- .4'. AT BLDG C ONLY ! ►--'_' _. + L ------- SEE NOTE 6 i i o c fflllDfi C SEE NOTE 6 1 r3 -- - -_�- - - ------+� U o S2.1 Ot ^ _-- --- 1 --------- - u"' - -Y-- - 1 1 P, J I'i'I - -----------------J I 1 I P. 521 `_J 1 1 ' ' I - ' J ( '„•------- ------ ----------- •----- -•---------------•--- -------'--'---•-,- - ------------------------------- S ---- - SuJte IOD�e/mnn 1 QP. J -- ---- { `_"� , 1 r- - PorUaod. OR 6720 -------- ...---- - -------- ------------------- - -T-- ,j , ---------------------------- -----r r------------ - - -- --._.__ �-�- .. : '_- __. , to , ----- --------- --------------- ; ----------------------------'--------t ' TeL 503221.1121 ----- - --------------------------- -- - 9 _ C. J C. J C. J �� Fe i. 50322120%7 ----- ---------- -------------- -- J-01 ! --� L__ _ 11 r-- C. J. C. K! -9)1 _ v� O , 1 C. J I - ---- - ---- - -- ----- ----- - - ------ POUR STRIP AS REOUIRED -, 12 - - -- _ --- -___.-_ _ 52.1 C. J 15 15 i 52 1 ---- i i N � I i r- __.--_----- --_ - ------ --- - (WP. t 52.1 52.1 1'-6' �'' _ 3'-6' OPP (, .0. G. i 1 ko �, I I.0.r x DIMS. SAME OPP.T,O. 1 , C Nm c n W Z x _ 6 HAND I 6 1 I C m `„ ,• 0- 52.1 h 52.1 ( 1 I 4 r+ 4 o ! 16 52, 2� f 1 52.1 �a w'ap ' 1 Q S2.1 1 1 Z >0 w on m . M 1 WOa CLOD r t 0 Y 1 ,,� CJ ;z N ' a 12 /'12 B ! C ' ! i Ywl�N 1 t S2 1; :I 52.1 L TYPICAL INT. AT BLDG A ONLY �• -O.rG U.NOFOOTING -SEE NOTE 6 . . i , 1 4, 1 1 1 0• e 1 _.. r _ - I - - ---- - ' -� 2 ;v -2'-0' •-3'-0' N 2 ------------------ - 0 r - --t BLDG. f9LDC. A 17 1 i o r--------, 52.1 1 ,V.r l4 r---- -r..•yl 6 .- 1 ; i , I �I 1 1 1 _ 1 1 i ;-- -; , 1 , 1 1 13 Ir 1 8 II "9 1 1 1 -r 13 1 ' 1 I 1 ' ' 1 ___ ' ` a �-- - ' 1 1 ' ' ' I ' ' ' 1 _ , 1 L__.._ _JO I I 1 a 1 -'- L L i o S2.1 1--1- r'-- 1 ' --------' --- IM. ------- ------- - ` Jt�S 1 JO JO 10, 0„ -I 52.1 •o � °�° � DL---_ __--10.-0" 52.1 L------ ---JO3 L----------JO 52.1 - W 52.1 52.1 4� /'q n� 4 0 I 7 DEPRESSED SLAB-- / � %,ERIFY WITH I~I I, `-DEPRESSED SLAB T-2.O..-�fTI; . TBLDG.FfG. -�-0O . N SEF. NOTE 10 4'-0 ELEVATOR i. fI 1 T.O.FTG SEE NOTE 10. BLDG. A , CONTRACTOR B k C li 11 , uj - --- a \--AT BLDG. A ONLY Q G SEE NOTE 6 U - !!o I � � 5" CONCRETE SLAB WITH G p5 AT 32" O.C. EACH WAY o 4 J ! OVER 6' COMPACTED CRUSHED _ u 1, 52.1 ROCK BASE. TYPACAL. N I OL OL G Q Q N VV , I CID a- 6 6 -2'-0' S2.1 SIM 13 -0" O.FrG. -2'-0' ?.O.f TC. S2.1 2 r_ - POUR STRIP AS REQUIRED ' C. .I. �I, ` ; C. C. ,1. - ---------------- - -- ----- -------------•------------ --- --------------------------__--- -------i----- ci C. J ----- -------- -____- _•------ -------------.__.._---------- -------__---,----__-_---••_--_-_--_-__ _----_-__.___--- _ -_-_- _ - ----_ _ L a �T - _� --- -' r. J. --_ P. J� 7 I - - r a 4 5-$ 5 8 - 7 1 P. J. 52.1 1 1 1 0 1 1 P J I 1 P. J, 4 P J. I SEE NOTE 6 5-8 5/8' -9' 2 3f P. J. O _.. AT BLDG. C ONL I 3 _( � �ROJEC NAM: SEE NOTE 6 T.O.FTG. r LJ T.0. G. AT BLDG. C ONLY 8 D L=J E -_ BLDG. C 21 BLDG. C �O 52.1 t 9 2 18 D 16 �5 - 8 -- _ _ y - - - - - --- -- -- -_ 30'-0" - 26' O" - 17' 0" -- - - 30'-0" 30'-0'* 30 0 4 4{ 1 7 tyk f? 1 FOUNDATION PLAN -- OOBLDG r COLUMN AND FOOTING SCHEDULE J COLUMN FOOTING REINFORCING NOTES (3) 115 CONTINUOUS TOP QL._' 0 CONCRETE TILT PANEL 2'-6" x 18" DEEP x CONT. AND BOTTOM - - -- - - (5) E5 CONTINUOUS, BOTTOM WITH --- -�--- --�- �_- FOUNDATION NOTES: 0 s• (5) NS ADDITIONAL, AT ENDS, ?( �\ 1.) X'- ' INDICATES DEPTH OF TOP OF FOOTING BELOW FINISH FLOOR x 12'-0" . V CONCRETE. TILT PANEL 3'-0" x 20" DEEP x CONT. (3) /4 CONTINUOUS TOP WITH ��\- TES COLUMN AND FOOTING BELOW FINISH FLOOR M4 TIES , 10" O.C.. FIRST 12"-0' 2) V INDICAQ SEE FOOTING SCHEDULE THIS SHEET OF EACH END `-/ 2 O 9'-6" x 9'-6" x 28" DEEP (9) d INDICATES PANEL TYPE W10 x 45 _ 7 EACH WAY 3') X SEE SHEETS 56.1 AND 56.2 FOR PANEL ELEVATIONS _ -- -- --- -- - -'----- T---f- -- 4.) P.J. INDICATES PANEL JOINT I 'Q O W10 x 45 7'-6" x 7'-6" x 20" DEEP (7) 16 EACH WAY AT SIMILAR, SEF 7/52 1 ��. 5.) C.J. INDICATES CONTROL JOINT SEE DETAIL (1/52.1). CON TRACTOF HAS THE OPTION 1U ADJUST CONTROL JOINT LOCATION SUBJECT TO APPROVAL BY THE ENGINEER. 5 Wt0 x 45 8'-0" x 8'-O" x 20' DEEP (9) N6 EACH WAY 6) S __S INDICATES FOOTING STEP SEE DETAIL (2/S2.1). FOR FULL PLAN - - -_- -- -- -- - -- "- - _-`"" - VIEW OF BUILDINGS A, 8 AND C SEE SHEET Al 1 k G1 1 © TS 5 x 5 x 1/4 5'-0" x 5-0" x 16" DEEP (5) k4 EACH WAY 7,) INDICATES CONCRETE TILT-UP PANELS 2 6.30.99 --- y CUNTINUF. REINFORCEMENT OF ADJACENT STRIP FOOTING INTO 8) CONTRACTOR TO VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS 0 TS 5 x 5 x 1/4 W-6" x 6'-6" x 18" DEEP (6) 05 EACH WAY FOOTING. CENTER LOOTING ON Tr COLUMN NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES (PRIOR TO FABRICATION) ! - (9) 06 TRANSVERSE CONTINUE R;.INFORCEMENT OF STRIP FOOTING THROUGH 9 ) F__X7 INDICATES PANEL NUMBER FOR SHOP DRAWING COORDINATION ONL I aTS 5 x 5 x 1/4 6'-0" x 8'-0" z 20" DEEP (6) N6 LONGITUDINAL FOOTINGCENTER FOOTING ON TS COLUMN _ . 10.) DEPRESS SLAB 2" AT SHOWERS, 3/4" AT ENTRANCE WAY - SEE DETAIL (11/S2 1) I -- - t) CONTINUE REINFORCEMENT OF AUJAC.ENT STRIP FOOTING INTO 1 PATE TS B x 4 z 1 4 SIZE PER PLAN x 18" DEEP 5 AT 12" O.C. MAX EACH WAY 11 ) SLAB ON GRADE HAS NOT BEEN VERIFIED TO SUPPORT CRANE LOADS. A� / N• FOOTING. SEE 15/S2..1 FOR COLU'AN LOCATION CONTRACTOR TO VERIFY REQUIREMENTS AND PROVIDE REINFORCEMENT OR LOAD DISTRIBUTION AS REQUIRED r� LCR 1'-8" SQUARE SEE DETAIL 10/S2.1 AND 10/55.2 W 1, r 10 rOLUMN WITH 3'-0" x 3'•-0" x 12" DEEP (3) /4 EACH WAY 12.) --- - ( DRAA WN N1 ^' INDICATES - CONTINUOUS FOOTING. SEE SCHEDULE TS 4 x 4 x 1/4 CONTINUE REINFORCEMENT OF Sl;'ID FOOTING THROUGH PROJECT: 9( 11 CONCRETE TILT PANEL SIZE PER PLAN z 16" DEEP (6) #5 EACH WAY �4 13.) U.N.O. INDICATES UNLESS NOTED OTHERWISE. FOOTING. SEE GENERAL NOTES FOR C9kl._ BARS 98145511. 1 14.) H INDICATES WIDE FLANGE COLUMN -- SEE SCHEDULE.. 2 t' _ 15.) ■ INDICATES TUBE STEEL COLUMN - SEE SCHEDULE VLMKDESIGN SOIL PRESSURE: 2500 PSF DEAD LOAD PLUS LIVE LOAD, 10/2 PLOT 5:317 -� 4/2/9 15:317 MPV 1'q SEE SOILS INVESTIGATION BY: GEO ENGINEERS, iNC. MAY 1998. 4 28/99 9:25,11 WWW S1. 1 5/1 /99 16:29,39 WTW 5/20/99 7:37.44 WTW 5%2:x%99 8.1725 99 10� ?343WTW M L. 6/10/99 16:551 ARM Y' 9814551IAwq 6/30/99 11:10.6 WTW `1 119yO.00023 I`121 SVV 69T11 :'.�'w,rrs,ul� �27'A!'�I'�'i`�+ r'if+',"� i+.-r,IRt..Y':lAtx�•„�'„-.�'h'h�«�1 _ y I'(i Ioor 15 «n 9� fA � r Gr r.• - S r �;. lr/his nonce nppenrs cienrer than the Jl1N 0 �� ' , 1 y � n nn 1 " . :- g.'. ,a'''r4alre'v�..t,r Pti, fi',rRO 1l l0(IIIllPl1 1. e o- n cumcnl tl 1 t rEin I qu llilti', I�'T(1(llnle(1 r n 1 I ' `tSdik � .';` "a. - �, I �s�f ,. •�!,s X�f11l�hll VIII lilll IIIIII) �(il-I�'(�I� 'I , ! I •_ II I I F�� MAD[ I II SII 1 I , F T1"•'1 r.. . t.:. - '.. .�� •1'5.-- YI aa Y>. ,.:., ,, .. _r.. ": .. •: -' ^1','"„'"�".',� '.a!:'. F. ._ , 1.�•�(fj.' �' -.' .1.. .... i.:...<. .. .. .. .,... r. ..-. I'�:i.. .r.. ... . �"�'' w.,l' •r. 1. -,,Y,' r:.q:, ,,'._«, v n � .,.. t �..,}.. < . ".. ,. IV : sLx1» a` U V S1 ,z., F.: v: "' d� ;,.;., :. 9.,.i;..lfj1• 1 � _.1 I 71' I , , 4 i 717 7". . V. : -s- y.. r' !!i dr.. .,v.6.k.r r'AdMV.•Y..4 , YC, t+`Y!. {I. wur ,i.:u r �:. J.r aC, U,,'e7, ... Y.6.aM'eT. .. .., a. ♦ r. ., -,.: .r. ., _. .. ..N, ,. :•, d, M. Y}.: .! a :,• k .f,. s :. : ..t .;. ,. i. ,. ' a.�}: p.::. ... rr,,;t,a�t :.'r,:, P,4M •.u. A'V,e,:±C. 1h4gt c. ,. wt. + t.q. I - 3,I',, { y arT,a�G a ; ul i t11,vI�1A°vtj c z �'�"rYes A: I �dYlY +d ry E.Y�°ij•t lI' 'a� -Aa;}l 'R9 a y .Ts Pv If - ,'. 1 4• �r.aY,,u' FRT t ,? 6482 3/4" /1/16" MAX SLOPE TOP AND BOTTOM SEE PLAN NOTE IF WOOD FORM IS USED FOR - _____� VERIFY WITH ELEVATOR SUPPLIER��-v KEY. KEEP WOOD WET BEFORE L4 x 4 x 3 8 W 3 4' DIA. cv CONCRETE POUR TO PREVENT 3/4 x 6 a 0' 6' WITH OW>rn. SKILLING (2) - 3/4' x 6" DRILLEEANRCN�FORTLOCATION NELSON STUDS SEE 1 1/2' TYr'. GRID 7,G° 1/8' RADIUS TOOLED EDGE SS.1, SEE PLAN FOR BEAM 8 ICY ' ^ONGRETE TILT-UP WALL BEARING PLATE -- 3/4' THICK L1.O.N s E �N � � II ` " AT PLAN WITH (4) 3 4' DIA, DRILLED Y a LOCATE KEY AT MID (I / 1 -6" ANCHOR BOLTS 5 112' MIN EMBEDMENT \�, \ SLAB DEPTH • 1. AT AT r DOWELS" O.C. BENT UVER WALL BAR • ;'i! OR USE 1/2" DIA THREADED RO.1 x 2'-0" COLUMN - SEE PLAN _ _ • L 24 IN LOOP INSERT OF FLUSH SNEU /r____ H ;Il -(2)- /4 N4 x 6' AT 24' O.C. ?I" ( POUR JOINT SIMILAR TO COLD �4 x 6" AT 24. O C. /4 AT 12" U.G HORIZ. SIDEWALK BY i "I�IL, CONTROL JOINT EXCEPT RUN SLAB (3) ry 1.) ALL CONSTRUCTION JOINTS TO BE COLD CONTROL JOINTS = � /OTHERS :; REINFORCING THROUGH JOINT SIDES 3/16 YI 0 0 2" CLR. 1. BLOCK OUT SLAB FOR COLUMN. ? ) SEE PLANS AND SPECIFICATIONS FOR TYPE AND a: I - --- ------ - EACH FILL AFTER COLUMN IS PLACED LOCATION OF JOINT w 2' CLR /4 x ___JJJ AT 12" O:C. - "'- • , FLANGE 1/4 , Jw+ 6' 6' 3- ♦ - E l ------- - l' III° ' 0 3/4"t NON-SHRINK i L• 3" 6' �--'-" n V I -_PRE MOULDED fi 1 0 0 L 1 1/2'xt 1/2"x 1/4' `° tS o ,q o; EXPANSION JOINT z F< bd� deo a� G'a� a4 GROUT COLD KEYED CONTROL JOINT CONT. GALV. EA SIDE AND 4 AT 12. O.C. --� �p MATERIAL 3 I' ,�� Q Q� Z ° rCOMPACTED SAND OR S:FDN-08A 1 1/2` = t'-0" ENDS W/ 3/4' DIA. x 4" z ` COMPACTED BACKFILL - NELSON SiUDs AT 24. O C EACHWAY v o O ° / GRAVEL BACKFILL. DO RE TILT-UP CONCRETE 8 a �. AT EACH 510E of WALL I oak d f NOT FILL WITH CONCRETE ILT ILII: U� INSIDE o •p u U p P c . USE CRUSHED ROCK ln1 0 oQ 1' GRATING I t' - 2 SHIM PANELS AT a'-O" O.C. MAX '•0 2 (MINIMUM THREE SHIMS PER PANEL) GROUND FORMED 1/8' RADIUS TOOLED EDGE 3/4" X 1'-0' SMOOTH CREASED / ':I SEE FOR FURTHER 5 AND GROli7 1M THIN 24 H(X1R� OF ��/� FOOTING /\/\ FOR FOUiING SIZE 1121 S A Salmon DOWEL AT 2'-0' ON CENTER -_ - - - - - + FOUNDATION INFORMATION v CENTER IN SLAB. • . I _ ■ _s � •J --�-- ' • a SETTING PANEL. \ \ \ ° • ,• • : CO vo o• \��/�\ ` 77 ' AND REINFORCING Suite 100 • • v. o. �. ;° �„ v, ;• d FOR PANEL RL•INFORCING coq p - '� / - - SEE SCHEDULE ON Fel 503221.1121 0d, 1. 872051 wwma �c, wp•c> r'O pv po bo O° oo SEE PANEL ELEVATIONS Q V f F'1R FOOTING SIZE 1 od o$ c� , A 8 a AND REINFORCING SHEET 51.1 Tel 503 221.1121 N -1__0' 2'-0' x 2'•-0" 6" COMPACTED • p SEE SCHLDI�LE ON ��. PIT CRUSHED ROCK / U 0`= ° • • • h v SHCET 51.1 0'-3' CLEAR far 503221.2077 • - oo' • • iv n C� DOWELED JOINT INSTRUCTIONS (3) p4 EACH WAY NOTE: VEF,IFY SUMP PIT CQ a n REpUIRE1l�NT5 WITH MECH EQ. F_0. E0. i ) GRIND ENDS OF SHEARED DOWEL TO REMOVE DEFORMITIES 6- 6' 4) rn ' DRAWINGS AND LQCAL CGDE E0. EQ. E0 E0. c o 2.) CAREFULLY REALIGN BARS AFTER TROWELING SLAB RI '° - -_� REQUIREMENTS c w i-.a TO INSURE BAR IS PERPENDICULAR TO JOINT I,, ti J c>r t_ W z K HOZONTALLY AND VERTICALLY °• 3 ) GREASE ONE END OF BAR � � d`�� °� � 4.) ALL CONSTRUCTION JC)INTS TO BE COLD CONTROL JOINTS 4 SLAB AT WALL POUR JOINT 5 INTERIOR COLUMN AT FOOTING 5.) SEE PLANS AND SPECIFICATIONS FOR TYPE AND 3 SLAB AT DOOR OPENING y w0 LocA1TdN of J()1NT 2 ELEVATOR PIT S21-4 ,' 1'-0" C 2 521-5 1 �'-o" c Y N S21-2 3/4" , ..0^ 521-3A 1" 1'-�" 2. 2 � �� SEE PLAN AND SCHEDULE o o N COLD DOWELED CONTROL JUNT na� FOR COLUMN n o o S:FDN-088 1 1/2" 1 " � ,BACKER ROD. PLACE IMMEDIATELY SEE DETAIL FOR BASE S 1.` AFTER SAW CUT (SAME DAY) - S21 Z r SAWN JOINT i/5 SLAB DEPTH 6" MN ' 1 / / SAWING TO OCCUR AS EARLY -- PLATE AND ANCHOR HO TS AS POSSIBLE WITHOUT SPALLING A-K CONCRETE DO NOT WAIT UN11L TIE SEE DETAIL 2/S2.1 FOLLOWING DAY. FOR ADDITIONAL VERIFY WITH COL. +1 y RENFORCING ---� ELEVATOR PIT 2' 0" JOINT INFORMATION $ 5�-. $- COMPACTED SAND- LOCATION OF } o OR GRAVEL BACKFILL 12" i 2" 1�x ° v I � ELEVATOR PIT t" t NON SHRINK � . JLi a GROUT u STOP REINFORCING 0'-3" PROVIDE (3) TIES �+ CLEAR OF JOINT r d° AT TOP OF PIER CONCRETE TILT-UP WALL • • ? l a$ SEE PLAN I X13 TIES AT 12" O.C. CONCRETE SLAB AND NTH LOCATION � a•� •, PIER, SEE SECTIO I/ � � � W/ (3) TIES IN TOP 5" j OF ELEV, TOR a$ 9/S2.1 FOR INFO. I W WET SAWN CONTROL JOINT REINFORCING PER PLAN _ - f ___ ( 1 PIT �ci •• • O/ S:FDN-08C 1 112' - 1'-0" 12 a$°� a$ FOR FOOTING SIZE > 2" o N4 X 18 DOWEL AND REINFORCING I I COL. /AT 12" O.C. „ „ A ,• SEE SCHEDULE ON C _ 104 PLASTIC STRIP (ZIP STRIP) ° o ° ° e$ a$ w$ a sN1:ET sl> I r- -fi-�� 1/8" 11 i/4 TO 1/5 SLAF3 DEPTH lt 1 .4 I � _III- � STD? REINFORCING 0'-3' •,d a� d ° I - • CLEAR OF J"NT ' I _ V a � c ' �RADIUS 1 � I -I I '---UNDISTURBED � J EARTH 0 4! MATCH FOOTING 4 d kEINFORCING 1'-0" 17 i (6) #7 VERTS- #5 FULL WIDTH • • • • '• ■ >� • '• • • _ _ _ ° i,� TO 13E ALIGNED WITH NOTES t TOP OF ADJACENT V ~ 1 } USE A STIFF FORM OR GUIDE TO ESTABLISH A STRAIGHT I 1 0 IYP. 1'-6" MIN FOOTING LINE BEFORE INSTALLING PLASTIC STRIP. - --� FOOTING SIZE AND REINFORCING 2 ) INSTALL STRIP STRAIGHT AND TRUE AT FOUNDATION PLAN F. 9 PER SECTION 3 ) DO NOT REMOVE CAP UNTIL AFTER BULL FLOATING NED SLAB EDGE i FOOTING SECTION 8 FOOTING STEP ct 6 THICKENED 521-6dwg ," - ,'-o" c2. -Q" �2• 52-3.dwq -0" 521-9.dwg 1" 1'-0" 521-7.dwg 3/4" 2. 0 WET FORMED CONTROL JOINT __ S.FDN-05D 1 1/2" n V-O" -CENTERLINE OF COLUMN, SPOT FOOTING. AND ANCHOR BOLTS ,,r.: (2) �4 CONTINUOUS AT PERIMETER ^k 1112- -BEARING PLATE - 3/4' THICK U.O.N j 1i o 1 TYPICAL CONTROL JOINT BEARING PLATE - 3/4" THICK UO.N 1/2_ -- ON PLAN W/ (3)- 3/4' DIA. DRILLED NTROL FULL SCALE ON PLAN W/ (4)- 3/4" DIA. DRILLED MIKE\COEXPANSION ANCHORS, EMBED 4 3/4" MIN. 2 EXPANSION ANCHORS. EMBED 4 3/4" MIN _ 1 OR 3/4" DIA. A14CNOR BOLTS WITH 8" MIN. EMBEDMENT 0 WI x 4" x 1 IA. x 0'-B" GALV. ANGLE OR 3/4" DIA. ANCHOR BOLTS WITH - p li I WITH 3;4" DIA. DRILLED ANCHORS 3 1/2' EMBED l; I x 1 ' Q 8" MIN. EMBEDMENT ?ROJECl NAME I: � T.S, COLUMN -- SEE PLAN I I TS COLUMN- SEE PLAN a 0 0 PROTECT COLUMN FROM CONCRETE I /4 AT 16" ON CENTER EACH WAY I SPLATTERS BY TiGHTLY WRAPPING - 1/4 pl I I 11I BLOCK OUT SLAB FOR COLUMN. 0'-10' 0'-10" 1`-8" SQUARE I I W/ 15 LB PAPER TRIM FLUSH I I FILL AFTER COLUMN IS IN PLACE �! - W/ SLAB. WHEN COLUMN OCCURS - w I 1 CONCRETE COLUMN - I OUTSIDE OF BUILDING, COAT COLUMN BEARING PLATE I a 5 1/2" CONCRETE TILT-UP PANEL I I I I t� Q AND BASE PLATE W/ BITUMINOUS COATING - _- I I 1 �--------a ,q' I I w 1'. uj 4 5 W/ M3 RES( I FILL AFTER COLUMN IS PLACED BLOCK OUT SLAB FOR COLUMN ��T a O.C. (2) TIES � _- 2" CLP. I IN TOP 6" COMPACTED SAND OR • I o� ov v COAT COLUMN At BASEPLATE iI u z • • F Sr+VEL BACKFILL DO CONC. TILT UP WALL h I 1 i71 I I 4$ W/BITUMINOUS COATING BELOW �+ r 5" CONCRETE SLAB W11H • w 2 NOT FILL WITH CONCRETE. i GRADE a '0 o � M AT 24 ON CENTER EACH WAY _ _ I I oo w GRAVEL BACKFILL. DO I -� po _ a SEE PLAN 3/4't NON-SHRINK GROUT 4 '' i ' I p� NON-SHRINK :ROUT a / - I I 0$b NOT FILL WITH CONCRETE. 0 ND. RUN ° d -'{ c 0 g I I I do CONTINUOUS REINFORCING�ICONTINUOUS FOOTING OTHROUGH I! fi > pv p prr f a a d d 1 N IJV `V Z - -^---�- D° P by J t'-6 66„iill�0 6XoV p d 1( I I Q° I I , I I x$ � r r. +t eo m p0 I I 1 - ..- I� �4 DOhEL x FOR FOOTING SIZE 0'-4' r, 9 / AT 12" O.C. 4 I L r - p o V • • • " , AND REINFORCING AND REINFORCINGOTING E 0 C., f , I I FOR FOOTING SIZE - - - SEE SCHEDULE ON n• \� ° ;, • • • � • • SEE SCHEDULE ON r l �1 SHEET St1 tw ' AND REINFORCING SHEET 51.1 ° o SEE SCHEDULE ON NOTE, CLEAR 4 z�op i1 I•is ° SEE ARCH E FOR LOCATION I SHEET SII 0 V »' c;o t'O 7 I ' e N4 DOWEL AT 48" ON CENTER AND DIM!NSIONS • I i ___..--CONTINUOUS FOOTING NTH #4 BAR O ' 11 DEPRESSED SLAB 12 INTERIOR COLUMN AT FOOTING 02 - COLUMN FOOTING AT WALL - _ - TOP AND BOTTOM CONTINUOUS 10 CANOPY COLUMN FOOTING _ S21-12 1'-0 521-13.dwg = 1'-'0" F � 521-1Qdwg 1" 77-72 r 1 C.\ODRAWING\98195\N.dwg 1" 1'-0` C"Z NOTE: SEE SITE PLAN FOR SIZE AND LOCATION Q �- -DOOR / SYSTEM BY OTHERS 14 TRASH ENCLOSURE o C:\Odrawinq\98195\GARBAGE.dwq 3/4" 1'-0" I I _ 050 SEE 4/S2.1 FOR FURTHER AT T.S. COLUMN PER - FACE OF PANEL BEYOND INFORMATION 7 Z I 11 SHE OPPOSITE PLAN - CENTER Ot-1014 ON PLATE 11 1" MIN Q 6.30.99 i a COLUMN FACE TOWARD CANOPY COAT COLUMN AND --` 3/16 7i • L_- € ' PLATE W/ BI FUMINOUS I V c, COATING ncZ1„o 'o o L OA PLATE 1' X PANEL I;I --REINFORCEMENT PER ° THICKNESS X 1'-0" r I I • PANEL ELEVATIONS W/ (3)- 3/4" DIA DA TE i ; 11 , u� I �, ---- - X 6 3/16" NELSON l li, � < -y- - PANEL REINFORCING I ' STUDS AT 4 1/2" 11 SEE PANEL ELEVATIONS ' '�il a O.C. CENTERED IN �II; :! PANEL C' ' �. -- PANELi u ,q, • • • CHECK: Ct COLUMN o° t14' TiE (1) ADDITIONAL �� °' 60 � SEE SCHEDULE FOR DRAWN BY.' IyOTE• /5 X 2'-0" AT STUD 0 FOOTING SIZE AND SEE 12:/52.1 FOR HEAD, TYPICAL REINFORCING FURTHER INFORMATON (/�/ • • ' VERIF" DIMENSIONS HATH ARCH'L � � Ao� , � PROJECT' Q` 48145S2 I 16 T.S. COLUMN AT PANEL f E0 E0. E0. E0. r 4 15 COLUMN LOCATION -- / f S21-15A dwg 1 1/2" 1'-O" '� S2-l6.dwg 1" i'-0" 12 I^ N + DATES: I M2/98 K PLOT1 54 12 MPV 4 O 5/12 99 16:31.1 WTW `17 SLAB EDGE AT DOOR OPENING 5/20/99 7:43.59 WTW . S21-17 , _ ,'-O. 5%27/99 9:23.49 WTW 2• 6/ 99 11:4(1,43 ARM 1 F, 6/1 99 7:56.2 ARM t� is 9C145S21.dwg 6/30/99 11:35.0 wTW r' till 14)9-00123 1't i I I of 15 'm7 em -- �n t.2Y'd jttl te. w , A� peAt'9 CIenrer thnn the I If thin notice JUN nnlent, the docuntenl is of null•Rinlli (lit' microfilmed �fl �Jm � IIIIIi Iil � t�f ^k�.:.l..,,I r '', ,' , "' ' F',i.t;'l.-.,{v(r,ev'-u.t�-!Yd:.+r:.:kx`r.]1'r{1:I h1� ` A 1T.;ti'na,r•;;hIY'.�,',:::t3_',.:. ,b rid,;, C T NMTII III,I: II1I1i l ii II i, LtI n•«I hill ,Il > WINdMA"NCIA 11 I?u'a►'I, r: "fi .,i",te'n1ia'w:a!,'_-•I• i xI,, R �1ff�' ,1'�rA�I�i tN.n,(1'li►�l liIf�l"L1,.1h;U1 iI1„1.!1,�u1.L•Ile{ III 1„III Nrrl,�rIIIIIILr� r1 1 111 illt1,l 1I.I: r11I1�I�I�1�1111, 1I1Il.,r�11 il1ll�,l {Iw_111 I11 11 r 1II1111y .; lid ,Pl I II If 1,. 71 , « a , 3 I t Y 1 I ,r �'. � .:,•.k s., .. .. n,.; t .. r.. tY,.v-:x i .s.. .., I �.,r,,,P Y':,: 1 tl i, _:,.'..:.x v! .Iv` �b.; .�: � {..,:. � �.': ..♦ r " 1 r: '::n,q,i .f:,::. i.:, 1„ , ..:., , J..::-,.! V .I ,�+•. Z,;.. -.<:.. ^t S.`.,'-r w.'',I�,,•?,< ., !."��r .. '" ,•d:a;' wf e.,.,. , ��.f,::P `h S.�, �,I�{ i;`P„ ., ,.w"m r.a,J ,A.w�ule�,rrr+SSW�.n. "iaYW► , ,�{ .If?. $'...,,§r�.•.u� .vP,SA"1,}V' h+j �ry»I r ,: + , t P rWr��,.«�'.a� .,, nssnvnv�:....,! i I I:Ji�- '. ' Il6a,;' �i .r.0 C.'.l>��" »* _. •• ' WY 46 r . c i y yy R ,e 1 v A t y 8 p pw, 4111 t' i 64b1 I t 10 8 9 n �`` c 3 6 7 ��s F. 4 J _______ _______ - � -'1�•D' 2 _ _ - 1 240'-0" _ -_-__-_____-.__�-- - - _! ___--=10=-°- 3o'-p"..__� 30'-0' - , I I 2 I _ I 1, 16 3 55.3 55.3 .o W,0 r 12 4 55.3 W10 x , / S5.3 1121 SII Salmon r' 100 55.3 _ SPOF1111111d, OR 97205 wte ___ __ --- 55.3 _ ___ _-�-�--_____-_____ __._-____-__...�-_ - - - - I J or 021207- ------ ---- W12 , O -. �'� •I W12 X426 -- Tel 503 2211121 ' ------- ---- ----- ----- ------------ I F 503 2120^., �h' 2 !x 26 4Y ( M --------------- - W12 x 260 = I * J - -i- ------ --- - - _ . 4 _ O UZ`� - __ _ I r -- ------------------- _ 13 I `. .._�._�.__ OPP ---- I 13 �5�5 3 yyl lx 12 4 1 3 i 55.1 0 �0 55.3. ' M r--- -------- ---- ---- -- -------- -- -- - -----`--- No+ c as a,jm♦ N - - \,Tor 6 � W Z x 4 O N W O Y x f 'J ' N N r1 M ' 0p U ;Z N = J J J N tV 7 M M 6 ' I "'1 V1<N _j IC4 tp 2 = -� J �. N -� iv N 6 n M SKYLIGHT M ^ - ' 11 DECK SPAN x 14 o )t ;0M�G'•1t Is s - _ 2 1 C4. ROOF HATCH SEE NCTI: 1 W10 x t 2 / } I BUILDING B - :; SEE DETAIL %ONS A �L", ROOF HATCH I r.. I: ,,.! • f: ' ill , liI.. !, „,Y- 1 4.. I L. _,' 1' I I l :, Iear.. : I �, 1 ! Ii : II 32 VG 3N T 145KBUILDING A C � h , k" t - I SEF DETAIL �h " ', I �I N• � ' 6; !.� � I, i 32 G 3N AT Z1.2K I'', l I I_ ...�..-.-.,... -{„ •t.l •; ' VG 3 AT 8.0K I 1 !iI I' I,i 1�!' f: ;4 `I I Ij •F- 32 ! '' ' ,;,• + iI , 7 I i':!I:I:' ':I:' II. .�,1 ' I y d;• �4 !"! 111' I I! +�� ., (^ '� T L2k 3' VG 4N �,T 6.3K I - � 3c V.> .N A, 2 1�p1 I{ ;�{ ;�, "''�{)�{'� I�r•1��!j',K 'l h�I I{I �p I !.IN 2, � LI 32 VG3N AT .13 �{, ---r / 1' { ' - I 32 VG 3N AT 14.5K _ I11 . , yl ! { !{ h • I I _ �h ' - T � r ----- { 55.3 �� 7'-2'• , I ` ' 1�1 �l� - 55.3 1 Lu r fi I I U ?, 5 S5.3 9 55.3 M` 1 1 ' o 1 DECK SPAN i 4 �+ LLJ � S5.31 ct `0_ 6 O 1 v O h SEE NOTE I. O 8 n , = x 1 Q � 1 �r N tV 0. = J J J J r r N N 1 ' O N N M M M I cr N M ' = N N M M M cT r Y J N M M n ' ® /�`rl) 'c14 IN N M M M 1 +•, J N N iv n I7'-6'Ic t_4 cl n M M S S SQ s�� 10'•-0" 10'-0" 1O'-O-- 10'-0" 6 i t 10'-0' 10'-0� Q \��f' � 10'-6" 10�-0 ,0'-0_ y,.. \ofi 10'-6" 9-g 10'-0 S5.3 10'-0" 10'-0" t0'-0 10'-O" _ "- TYPICAL CONCRETI 7•-6" 10'-D 10'-0- 10'_p- --- -- / CORNICE NTH 8" ' 18 GA. METAL STUDS V 8" O.C. MAX. 15 _1--------------- - - -=- ------ -------------- ------ - -- _.W__- - --- ------ c S5.3 + W16 x 26 ------- - ----- --- -, ------- --------- -- --- ---- --- - _ -�_ - r -- ' -------- --- - - --- - --_-__ PROJECT NAM,- ----- -- ---- 3 16 t 4 S5.3 S; 18 5 3 •----- --- S5.3 55.3 2 JOIST MANUFACTURER TO PROVIDE ADEQUATE WEB CONFIGURATION I AND GONFEGURATION FOR NT TO MALLL OTHER JOS DATE AND GIRDERS IGH HVAC S AT JOIST MANUFACTURER'S DISCRETION. , JOIST LOADING DIAGRAMS -- - �;; JOIST LOADING DIAGRAMS W JOISTS MARK (PLF) JOISTS _ _ 1 ROOF FRAMING PLAN ooRooF 1/a"=I'-p" MARK (PLF) C4• W, =(400/220) W, W. w, -(325/1e0) � w, � wa ROOF FRAMING PLAN NOTES: �► 10 Ws =(175/175) Q W. =(100/100) � � W-6-t 1.) STEEL ROOF DECK TO BE 18GA. GALV. TYPE HSB MATH SHEAR IRAN BY VERGO MANUFACTURING CO. OR APPROVED EQUAL. MIN I=0.302 IN 4, x I 21'-0" _ } 14'`O" W, =(450/250) yt, + W, Iia MIN. S=0.322 IN.3. WELD AT EACH SUPPORT EACH LOW CORRUGATION PROVIDE 18 GA. GALV. TYPE B TO RECEIVE CONCRETE w, =(450/250) w.. w, � FORMLOK OR APPROVED EQUAL AT HATCHED AREAS TEMPORARY SHORING (j I� W,s(1260 f 430) 111..111111 I AT MECHANICAL UNITS SEE DETAIL (9/S5.3) W. =(LOc'/105) I REQUIRED IN THIS AREA. Z; 9' W.. =(205/205) J ! SEE KEYPLAN FOR DECK SIDE LAP CONNECTION REQU;REMENTS 9'-6"t - _._____ PROVIDE DECK FOR 1470 PLF W.=(385/215) W, Wa SHEAR CAPACITY IN HATCHED AREA ____ INDICATES LEDGER ANGLE. PER 4/S5 3 2.) - rw- (450/250) W, WON INDICATES SPAN DIRECTION OF METAL DECK 12 Wn =(175/175) BUTTON PUNCH SIDE SEAMHATCHED 3.) -� �� 12" O.C. ALL AREAS t u) WI+ =(205/205) I 9'-e"t ! INDICATES LOCATION OF ADDITIONAL CONCENTRATED 6 J 10 4 , e// LOADS TO BE APPLIED TO ROOF JOISTS AND GIRDI°5. 9 6* 1 Q �4 `•1J VERIFY SIZE. WEIGHT AND LOCATION OF ROOF TOP MECHANICAL t)N1T5 O W, =(350/195) p W, W° 10'-0" 1Q-p 5 ) WITH MECHANICAL CONTRACTOR COOPDINATE MECHANICAL OPENINGS a 1 W, =(330/205) yra W, WITH MECHANICAL DRAWINGS. �� Ws =(160/160) I w,,,. =(70/70) _ 19'-6"t i I � 6.) SEE ARCHITECTURAL DRAWINGS FOR ROOF ,'.LEVAiIONS, SLOPES �4) 9 6"t AND DOWNSPOUT LOCATIONS 1 A 7 ) CONTRACTOR TO VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL 4'-9"t _ „.' DRAWINGS. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES W, =(415/265) Wa W' MAXIHUM g,) CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LOCATIONS. AND n \ GUIDE RAILS 5 WITH THE ELEVATOR MANUFACTTURES SHOWN PERTAINING 10 ELEVATOP IRS, SHAFTS, AND I� 6.30.99 TMTUTU- SNOW DRIFT ARE INCLUDED IN JOIST LOADING DIAGRAMS Y9•-6•t •,,� I A _ INDICATES BRACE FOR HIGH PARAPET. -- W, =(4 00/22O) wa w, _ � 10) ---- - 1.) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD TS 3 x 3 x 1/4 -- lul O w�, =(175/1-5) OF 300 POUNDS LOCATED AT ANY POINT ON T'OP CHORD r L } I n ) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD pl Ate- 9'-6 OF 300 POUNDS LOCATED AT ANY PANEL POINT OF BOTTOM CHORD -- yy, - Woo W, � ) JOIST BRACING IS AT DISCRETION OF MANUFACTURER. CHECK: W, =(450/250) 4.) ALL JOISTS TO BE DESIGNED FOR 5.2K TOP CHORD AXIAL LOAD, L DRAWN BY` UNLESS NOTED OTHERWISE. AXIAL LOADS TO BE TRANSFERED Wt=(1260/430) I THROUGH BEARING SF ATS. AXIAL LOADS ARE FROM STRENGTH 9'-6"t 16-t)"t COMBINATIONS PER 1'd97 U.B.C. PROJECT `f wt., =(205/'!05) �F 4 5,) NO NET UPLIFT ON JOIST METAL DECK KEY PLAN N T5 yp I n j�:' Ejrjw,__=(330/205) W, We* AT SKYLIGH1. 6 ) MVERIFY ECHANDCALNWITOH RESPECTIVE IVE CONTRACTORS VATOR PENTHOUSE OR g) W, -(70/70) ) { (�. I 7.) DRIFTED SNOW LOAD (W+. 15 SHOWN AS TRIANGULAR LOAD PATTERN. VLMK PLOT DATES: � MAXIMUM IN ADDITION TO SNGW AND DEAD LOADS. 10 2/98 12 ,79 MPV S4. 1 LOADS ARE 4/3 /99 8:30.58 wtw �- 4/30/99 13.32.58 T W W. :(415/265) yy �w. S.) P INDICATES LOCATION OF ADDITIONAL POINT LOAD TO TOP CHORD. 5/12/99 16:36.3 WWTW TW SEE PLAN FOR LOAD MAGNITUDE. 5/2 /99 13:8.35 TW 5/20/99 8:1.30 WTW 5/26/99 10.40.25 WTW �) We. :(155/155) �^ [ - 5/27/99 9:40.3 WTYE ;Z ;�•; aFr I, '' 6/10/99 16:5719 ARM II 98145S41.dwq 6/30/99 11:40.34 WTW -- A rrlrim If this nolic, nppc;,rs cic:u'rc :ltun the cumcnt, the document is of n►arXillal gn�llily. , ti"�1�111II�i�1�lI1�fllll ► 11111{l�f((( �� ' �{ Ili {�'i 'I ti'l l i `� ilil��li I �, � - II - a�1 .� «atm ----ir--' '•a.: t "" I t � I I '► l 1 ! ! Ilii+! I I I IIII!{ll I I I Illhl.t 11 ittl It!tl'I iiit( 1 d � � I ,,. t .• ..' 3ii.9a .,iw"a:?3\ .Ltt:a 'Id,i3 `�w84[ ,,.__. G � , �N. .. f - -., �+."•:, ..... . .'. ;-' _ ..n-.: r..: ,'.:a . .:.:o-.,e':� .«.c..,,ii:k':. r�'u`i::�:iu.hra� .:- '+.LY+,�;tiikrA4si�:`9c±.a u'"er�ha. ..._. .,...._.._ ..._..,._.. _...__ W „ a .{ - w RI RI REINFORCING; - SEE PLAN 4 PER SEE DETAIL FLOOR SLAB ANGLE LEDCER BETWEEN JOISTS - SMG 2 f4 r" f 1 -- 3 e � o,a� - KETAL DECK PER PLAN r �1 CONCRETE NOT SHOWN :� `� �� i JOiST CONNECTION ` II CRETE SLAB mv rl . 'r SLAB PER 2/5'3.1 �Ii IVU 1 4 AND REINFORCING Pflt PLAN I I I lyi ' I; PER PLAN �7��'`� " i - III II - tit , �I III — - - „ ,�� I! ! I s E KM► ----- ----- COLL" PER PLAN �„ q _. _ _ I iII llih L' ,,r' (2) - /4 x 4'-0'-- TOP '-0`-- �._...• - - ----- � 1,14 4 �� 4 TIP ANDD BOTTOM � __-- --_---_ _ -- _ _._-_- NELSON SPUDS Ilf i JOIST PER • - I PLAN 1 4 \ ERECTION BOLT ---- J \ -_- -- STEEL GIRDER BELOW __ - FLOOR SLAB PER PLAN 1 io --- ' 10. , lb X 6 x 1/2X0'-9' �PLATE 3/4 x 12 x 1'-Hr 1_'TUDS - TYP. -- -_. - i -- - -.--- PER MANUFACTURER W/ 1/!" STif�ENER PLATE -- W/ (4)- 3/4' x 3/tt�' NELSON - ---- _ Of COLUMN WELD TO 3 4' PLATE 1 4 / I 1r 3/4• PLATE X 6" X OF GiiDER CCOLLAAND . 1 4 / EACH 9GE< r / / / -6 1 4 COLUMN > I I 1 2' PLATE I II I I \ , -=�� I /, 2• PLATE � I JL CENTERED ---_ = L 3 X 3 X 3/16 X 2'-0" \ I, � CONCRETE TILT-UP WALL SEE /55.3 FOR CONNECTION BELOW FLOOR SLAB PER j! I: I, AT PANEL JOINT. DETAIL (10/$5.1) L SIf-L L JOIST PER PLAN \\-STEM JOIST PER PLAN C 1 4 1121 SII Salmon Swi Portland, OR 97205 lu-1 100 7111 503.221.1121 -- STEEL GIRDER PER PLAN Rei 5030212077 i il! i'li I - �' FLOOR CONNECTION AT PANEL (TYP.) STEEL GIRDER PER PLAN GO NOT CONNECT 3/4• STABILIZER I CONCRETE TILT-UP WALL 2 d v o C N� - - ----�r�^ AT SIMILAR. GIRDER ONE SIDE ONLY 4 JOIST AT TILT WALL W Z° 1 COLUMN AT WALL 2 JOIST AT COLUMN 5• 55,_4 ," _ ,'_p C 5 S51-l.dwq 3/4` � 1'-0" 5 C.\ODRAWING\98198\S5-6.dwg 1" � 1'-0" N W O c C Y e 3 GIRDER; AT COLUMN u �Z N 1 4 8 TYPICAL 5. 551-3 1" - 1'-0" n n Y WELD TO VERTICAL n�c f �61�a � ANGLE LEG TYPICAL SEE PLAN rrR CONNECTING AT EACH LOW I COLUMN OR BEAM 1 2 CORRUGATION CONSTRUCTION JOINT OR SAWN CONTROL SEE SCHEDULE FOR 2• PLATE SIZE. WELD _ CONSUL'ANTS CQNCRE,E SLAB AND JOINT OVER GIRDER - TMP. 2 1/2' PROMOE CONT. si_iPPOR' h ,J RENF. PER PLAN TO ALLOW CLEARAI OF ANO NUMBER 1 1/2 III , CONC. SLAB & REINF. PER PLAN SHOWN a; O OF BOLTS - -"- -- - -----W ' CS jII HILL a ---- ---�'� 8• 3 1 3 DECK - --- CONCRETE SLAB \ --_---- AND METAL n PER PLAN ~ it ?30- Ir1 •_�� ._— A706 BAR AT EACH PLATE BELOWs..- _ �- ___ 3 � ��F� _- ----- —_--- —— _ ---------- --- n __ v. cc La� +I L 5 X S X 5/18 X CONT. _ - �� 6 0 NOT RETURN w N cc j! BETWEEN PANEL JOINTS - - -- - ---• / 2 1/2" 1 1/2" TOP BOTTOM _ _-- - _ VERIFY W/ MR R. �_—..�._ _ _ Z—ALLOW REBAR ro sAc ' 4 6 TYPICAL �I --__ __ __—�L-__ - _ BETWEEN ''°'sTs' e"T TYPE i TYPE 2 TYPE 3 Z MAINTAIN MINIMUM 3/4" PLATE 3/4' x 1Y x 1'-(' W/ (4) ERECTION BOLTS CLEAR FROM METAL DECK N.T.S. N,T.S. N.T.S. 314' DIA. x s 3/16" NELSON STUDS AS REQUIRED PER 9 ac. SPACE PLATES EQUALLY. / MANUFACTURE JOIST PER PLAN BEAM CONNECTION SCHEDULE 1 ) - � ro BE 3/4• DIAMETER A3T3 N. UNLESS , `J Nolm CONCRETE: 1111 -UP WALL S'-0' O.0 MAx, FIRST 3'-0" FTtOM PANEL JOINT, (6) MN. PER PANEL OTHERWISE NOTED. BEAM PLATE BETWEEN GIRDERS , I SIZE THICKNESS � GIF BOOS 2-) ALL WELDS EACH SIDE WITH E70xx ELECTRODES. 3.) USE TYPE 1 CCNNECTIONS FOR BEAMS 10' AND DEEPER. W16 3/16" 1/4' 4 TYPE 2 FOR 8' AND TYPE 3 FOR 7• AND SMALLER. W14 5/16• 1/4' 3 4.) AT T.S. COLUMN USE WT 5 X 9.5 INSTEAD OF PLATE UNLESS OTHERWISE NOTED. 1l' 1/2 1.'" Di i W12 -5/'16• 1/4' _ 3 JL JL O W10 1/4• 3/16• - 2 5.) SHORT SLATTED HOLES ARE PERMITTED ^ C8 1/4' 3/16' (2}-5/8' DIA. UNLESS 07HERWISE NOTED. LL II CONCRETE SLAB AND RE]NF. PER PLAN rONCRETE JOISTS PER PLAN- ---- - TILT-UP il!Ii STEEL GIRDER PER PLUM WALL ' -�-, CS 1/40 3/16' (2)-5/6• Du. IZZ f4 x caNnrluous IlE JOIST AT GIRDER 7 FRAMING DETAIL []� IN CROOK d'' ; '" — 1 Bar I Ls x 3 x 3/6 WITH (4) - 3/4" DIA x s' s,,_6 1" , -U' C5 C \ODRANING\98192\54-7.dwg 1" = r-o' 8 TYP. BEAM CONNECTION ANCHOR BOLTS BETWEEN TACH JOIST. PLACE 'R lI ONE AT 6' FROM EACH END AND EQUALLY S51-8 t" m 1'-0" v r.. SPACED REMAINDER OF BOLTS B DNEEN JOISTS 5 LEDGER AT WALL CONCRETE TILT-UP WALL PROJECT NAME CQ'rJTROL JOINT - SEE 6./S5.1 1 �w I RE3Nr.CONr.ER PLASLABN PER PLAN SIAB EDGE REINF. -, ----T.S. COLUMN PER PLAN 6 ERECTION BOLTS AS REOIJIRED 551 II!II L 3 X 3 X 1 4 X 2'-0" SEE S5 1 FOR JOIST PER MANUFACTURE it ,II, CONCRETE STAB - ` AND REINF. PER I CONCRETE TiLT-UP WALL Cl�f1NE TION f 'r il;l 3�1410ENTERED ON COLUMN PLAN n PLATE TO MATCH BEAM FLANGE !I CONCRETE SLAB AND REiNF- THICKNESS AND WIDTH. SLOT 1 4 4 PER PLAN - NOT AT ROOF FOR BEAM WEB �I +! T 1 • �._ .■�- - Ii OPEN WEB JOIST _ PER PLAN BEAM PER 3 16 3 —_ �_--- -- - PLAN 5 � 'I '' KNIFE PLATE PLATE 1 2' X S' X — _- / / 3/8'x9"x9" -��— PLATE 1/2- X 4 1/2--=-► i A 5'VERIFY d t s x s x 1/2 x X 9 1/Y STIFFENER/ _ I , II; III IIID 0'-9' W/ 1/2' , i f EACH W/ MFdt. -_ L lie STiFFENER PLATE I 3 g SIDE J! \ AT CENTERLINE CONCRETE TiIT-UP WALL S` _ I 1 4 .1 II ---- -- T/4 j,° i;' j':: 1/4 �,\ \ h 'I ,i J (3g l\ 1 4 '„I II ' J / 3/16 °`' \ / l - I• �It „I J/18 2 1/2" u TOP �\ I -L4 x 4 x 3/8 x 0'-6' I (� NOTE., i 1 4 BOiTOM i FLOORSNT BETWEEN �I � - x b' EMBEDMH SIDE ENT/4' DIA. � 9"\)-3- WHERE 16. hII I! V WHERE JOISTS DO NOT \ -- _POINT -- T.S. COLUMN PER PLAN 1 I " STEEL PURUN ALIG4 DOI ND 5" DEEP TS COLUMN PER PLAN III T 1/2" �• 4- PER PLAN FLANGE AND WEE 8' I _ J 10 -- - --- ----- � .- - I I • -_ -- J - &A - 12* OTHERWISE � t -_-- ----- ----- _ - - STEEL GIRDER PER PLAN lf, PLATE 1/2 X 10 X 0'-9- LC STEEL GIRDER PER PLAN __ ,\�' - -- DO NOT CONNECT STEEL GIRDER PER PLAN STABILIZER 1 PLATE 2 JL BEAM AT SIMILAR Q 3/4' x 6' x 8' STABILIZER PLATE SrlL E T T,i.: BEAM TO BEAM CONNECTION 10 GIRDER AT COLUMN 11 COLUMN BRACE 12 BEAM AT COLUMN/TILT WALL Q 6.30.99 551-9 1 L "r 1 _p , 551-1O.dwg 1" 1'-p" C � 551-11 dwg 1" 1'-0" --G �` r. � _ J. 5- �. S51-12.dwr --- L— ( i �A1E 6.14 i CHECK: DI RAWN BY.' M PROJECT: 96: 98145551 0 VLMK PLOT DATES: S5,J 5/12/99 16:34.53 WTW 5/20/99 7:57.22 WTW 5/25/99 19:3.21 WTW 5/26/99 11:37.3 ARM 6%10%99 16.58 1 99 10: 3 ARMS 0 IRS ARCHITECTS w ' 98145S51.dwq 6/30/99 11:43.45 WTW ti11 1999-00021 I:123 SW 69"1 14613of15 h P L4. .N .. this notice nppenrs clearer thsln the - .�:: • .: ' 4 umcnl, the document is of nun•Xinal q!iality• Illil'I-11111t17CC� . .. ,• .:, 1rnT I III I i III ! � 1. I:,t 1, r� 'I i , i I i ILII I i1 I I t <. � �� 1r' 4 as Z i 1 Ir rLyy ra , +tri�Wp1� •3 M1A4�11'„M' l r !1 ltll II11I 1Uillilli`i1� 1� ' r ” 1 9 N 1 - F r -' I ! V " t I t d WU. d » t, I A , 0 0limit; w:n�aN , k8 way ' • 1 4 6" LEDGER PER 4/S5 3 4 p 7 --VERCO SHEARTRANZ LEDGER ANGLE BETWEEN .;GISTS PER 4/55.3 _ ER IIII METAL ROOF DECK �' ��' 1/2��_ER HI ROOF DECK ,� PER PLAN PER PLAN i I? LAN METAL. DECK- 1 1/2" ��II PER PLAN } 1/a�-- �I I; METAL ROOF DECK 1 4 (/4' PER PLAN E.5x5x3/8x _t___ CONTINUOUS VERIFY / (� I I - / w MFR Il n! JOIST PER PLAN - - 1 4 �I ! -PLATE 3J4`x9`x1'-0" n w l; II 112" x 6" x S CAP PI ATE / I i I! LI W/ (2)-3/4x6 3/16" l u II NELSON STUDS 9" J.C. ! \ 1/4 4 I nPLATE 3/4" x 12" x 1'-0' 't L4 x 4 x 1/4 x 0'-4' ��- i{I 6'-0" O.C. MAX. \ �I I A W/ (4)- 3/4" x 5 3/16" NELSON { fl �� IN FIELD STUDS AT 9" O.C. TYP! AL EACH SIDE OF COLUMN t,l I III !�' I ,r til l WITH VER'f1Ckl LONG (3) ' I ,; SLOTTED RULES, AND �li 311 fi�--�SIDES j/4 TYP. III 3/4' DIA EXPANSION li ; ANCHOR S` EMBEOUMENI I' , BEARING PLATE 1/2" x 9" X 1'-1" 16 STEEL GIRDER i W/(2) 3/4" DIA. A325 ERECTION �� PER PLAN BOLTS EACH GIRDER SEC1-ION DEIN GIRDERS I L -—JOIST PER PLAN SEE - 1 -� 5/55.3 FOR CONNECTIO m l I': 1121 S I Salmon 358" STIFFENER PLATE W/ / �14IE: N4 x CON11Nu0US CONNECTION PER 2/S5.3 II I SEE 17/55.3 FOR CCMWECTION AT IN CROOK OF I�I 1 2 12 O.0 Suite 100 / STEEL GIRDER PEP, PLANK I' Ili PANEL JOINT. ANCHOR BOLT !'li �� II Pbrtland OR 97205 1 100 NOT WELD I t (2) - M< 4'-0" TOP ¢' Tal. 503221.1121 Ir STABILIZER PLATE 3/4` x 6" x 0'-6' a AND BOTTOM TIGHT TS COLUMN PER PLAN "i Pax 503221.2077 � h iI � TO NELSON STUDS 3/16 COLUMN PER PLAN I +I! l Ill l Y p ��'! jl L1 x 3 x 3/8 W/ (4) 3/4" DIA_ x S" 'p,w rn,r Ti s 1 FR AI's I N G DETAIL ANC TOR BOLTS AT EACH JOIST SPACE, l(3 z x 4. 5, S53-I.dwc ," _ V-u• 2 GIRDER AT COLUMN 3 JOIST AT WALL i.' .f'! I PLACL ONE AT 6" FROM EA. END AND Z Z a i I !, EQUALLY SPACE. REMAINDER OF BOLTS <01 5 553-2.dwg 1` a 1'-0 5. S53-3.dwg 1"s t'-0" ! �I`!I i r w n r JCcL 0 O C Y O p N BETWEEN JOISTS vi<N I �+ mo'n toa- STEEL JOISTS PER PL,,,N _ 4 LEDGER DETAIL / 5 553-4.dwg 1' = T-0" ---METAL DECK PER PLAN \ 3116 3 L 3x3x1/4 U.O.N CONSUL TANTS ON PLAN --- SEE ARCH _ DU NOT RUN PAST -) _ 04 CONT. r �^- ^ FRAMING MEMBERS _ #5 VERT. AT 15" O.C. - PROVIDE S5.3 - /STD. HOOK VERIFY TYPICALLY EXTEND 011 '!. W/ MFGR. - ROOFING OVER 6" CONCRETE WALL UNDER MECHANICAL UNIT 3 16 BEAM — I CONCRETE � � • �5 CONCRETE O.C. NEXT TO CONDENSERS / cS REQ'N BOLTS _ S REO'D ' � � 1/2" MIN PER PLAN r a RADIUS_ T _ W CONCRETE MECHANICAL SLAB I I! -- N (2) - /4 CONT/CENTERED W/ #4 AT 18' O.C. EACH WAY IN SLAB ABOVE DECK RIBST _� STEEL ANGLESV 3/16 PER PLAN 1/4- STIFFENER ' © � ' ' PLATE - TYP. ® c - ---- --- - -4 BEAM CONNECTION ri- - STEEL GIRDER °� PER DETAIL - I _ FORMLOK PER PLAN 8 - DECK 5z � 1 4 �1 1 4 S5� STEEL JOIST , /2" AX. � PER PLAN , JOISTS PER PLAN \`BEAM PER - - 1/4 -- - ---- --------- 6" O ` - PLAN --------i----- -- c NOIL L 4x4x3/8 U.O.N, 0 BEAM PER PLAN CONCRETE CURB NOT ON plgy O � SHOWN FOR CLARITY � METAL ROOF DECK PER PLAN--J JOIST AT GIRDER 6 FRAMING DETAIL 7 OPENING 553-ti.dwg ,- s ,•_o- � 8 FRAMING DETAIL 9 FRAMING DETAIL � 5, J C:\ODRAWING\98192\56--13 dwg 112" 1'-0" 'S 7 98192\S6-14.dwg I' = 1'-O' G \ACAD98\98195\195RF24.dN 5. g o 4 Q 1� :a LEDGER PRCIECT NAME PER 4/SS-3 LEDGER CONCRETE TILT-UP WALL /---LEDGER PER 4/S5.3 PER 5/S5.1 CONCRETE TILT-UP WALL PER 4/55.3 WELD (2) SIDES \ 1 1z (BETWEEN JOISTS) METAL ROOF AT SIM TO (1) PLATE (1) 1 �J DECK PER PLAN - SIDE TO OTHER / 1/4 METAL ROOF DECK CONCRETE SLAB AND y PER P,-AN METAL ROOF i -- - � DECK PER PLAN AT ;�; �i ;!'`'I - . _ VVT 6x9.5 SIMILAP. CONDITION DECK PER PLAN II 1•' BETWEEN BEAMS 1/4 N + III I! PLATE 3/4" x D'-9" --- -SEE / I. I �- TIE ADJACENT i x WALL THICKNESS `l aRCH L HORIZ. TO TOP CAP PLATE -� lµ I, STUDS. IF MORE Ii, '•I, PER 12/55.3 �� N THAN 3" AWAY, l! • it I) lib, 1/4" CAP PLATE - /�- Irl l USE ADDITIONAL h III i ' TYP / BEAM PER PLAN- "' , l'I I k5 x 2'-0" - 1 1 4 t ! + If �Cu. I!I,'I (3) SIDES .I �I'"i' 3/16 EACH FACE EACH SIDE i �12' 3116PLATE 3/8" x 4- 0'- " -D OF COLUMN 3/16 ' x O'-6" WITH (2) / II , Til+"'iI (3) A II `-BEA; h--------. STEEL BEAM SIDES - t 3/16v PER PLAN h 'I'I ' f i!ill tl 3/16 SIDE 3/4" DIA A-325 ;.I - 6 EACH 2" PER PLAN AM BOLTS I I I 2 1/2» �__ 1 i/2" �- 2" BEAM �. I„ I„ }-� I !III N 1/2" __'/------PLATE 3/8"x4`x0'-9" AT EACH PER PLAN / 7 - A706 (l•q+ ,• Iql tp 12" 1/4 �i: EACH SIDE (2) TOTAL BEAM , 5 1/2" \�-- TS 4x4x1/4 FOR ELEVATOR "( ill 2 1 2 I i'+I BAR AT 48 3/1G /2" PLATE 5/16" x 9" x 1'-B" DEPTH OF yl f lI) Il J ;i WITH (3)-3/4" DIA. MTH (3)-3/4- DIA. /1 qU7 RAIL SUPPORT NO1CH AROUND :I� f III I:' A325 BOLTS y,/ t, SUPPORT PER STEM OF WT SUPPORT I! II I, PLATE 3/4" x 12" KNIFE PLATE �' •'I'I I ;I;i, I'I; AT A325 BOLTS i I'' x V-0" VIATIi 4` 1' ! - ' "" 1/2 TS COLUMN ARCH'L l 3/8" x 9" x 1'-0" I - 3/4` DIA. x 5 3/16" n I,I I!' PER FLAN , II"' ;I NELSON STUDS EXTEND 1/2' MINIMUM, ON OPPOSITE SIDE i OF COLUMN •-_!s?--EML��-� r, A L4 x 4 PER J /S5.3 O 10 FRAMING DETAIL 11 FRAMING DETAIL 12 FRAMING DETAIL 13 BEAM AT WALL C5, S53-iO.dwg ," = V_0" S5 S53-1l,dwq 1" = 1'-0 5 r J 14 BEAMS AT COLUMN 0' 3-12.dwg 1" = t'-0' 553-13.dwg 1" = 1'-0" 5 553-14.dwg i" 1'-0" Z LEDGER AND CONNECTION PER DETAIL (S/S51) M q5 'moi ill, 'II t/2 PER PLAN r PLATE 1/2" x • k !ice TYPICAL METAL ROOF REO'D x 0'-9" I+; �!' 3/16 3 DECK PER PLAN \\\ COAT W/ BITIJMOUS -- j o I il' i' \ COATING AFTER CONN + �'u '�I' METAL ROOF DECK OR CONC. AND DECK PANEL SHEET TITLE JOINT 3" STEEL JOIST PER PLAN t� BOTH � I� _ BOTH - 1 10" +/- SIDES 3 16 5" ---- '`� n SIDES 3/16 5 / MIN I i I ,I, - 11I 4 j! -� ry VERIFY T S. 5 X 3 3/8 X 1'-0" MIN. In SEE PLAN ! 1 , _ __-`- I - _ w'- = W/ MFGR. CENTER ON JOIST d.30.1�91 ,_- _- TS BRACE PER PLAN I - E SLOT FOR 3/4" PL 1 4 -METAL ROOF TS BRACE-----\ / / DECK PER PLAN PER PLAN p I' (i ,i // _ 3 16 --�-__ / ! II!1 I n 1 1 1 1/2" +/.. l`� III •, I ;III / 1 r —_ �+ / 3/16 6 - - I ;I 3341 A301 BOLT IN cv ;-' t3/i6" x 1 3/8" ! � `.._ ,," J NOTE. MIN: - - PLATE i/2` X 4' X 1' �A 6.14.99 -`� I SLOTTED HCLE THIS CONNECTION OCCURS L-__ I�I I' ;! PLATE 3/4* x 12" ;, ,, 1 `'� \ •-------- ONLY ONCE. II I I,( ! x V-0" WITH (4) rl�l II ;� I / 1 1/2" FRONT EDGE AND SIDE + ` I U '!' 3/4" DIA x 5 1/16" 6i II Ili II L 5 X 5 X 132 X 0'-7" W/ 1/4" STIFFENER 1 4 4 UNBOLTED I -------- PLATE 3/4" x lE0 SDE ONLY CHECK: ��I Ili NELSON STUDS, 5" O.0 u I I )i \ `' S 1/2" BEAM PER PLAN- L JEK REO'D FOR WELD III �'iI' Gt .I ;I ; DRAWN BY.' "�_ I'tl� L 8 X 8 X 1/2 X 1'-3" ERECTION BOLTS �___— MPV F W/ (3) 3/4" X 5 3/16" / AS REOUIRCD CONCRCTE i1LT-UP WALL j I Y� II I Ilil NELSON STUDS AT 6" O.C' �- JOISTS PER PLAN P R OJEC T 96 202 ,l SECTION A 98145S53.DWG 15 TS BRACE AT ROOF 16 TS BRACE AT HIGH PARAPET Ii ;Ii ;( 5• - 553-15.dwg ,- _ V-0" 5. S53 16.dwg �- _ ,' O" �I , II r _ 18 FRAMING DETAIL S53-18.dwg 1" = 1'-0" 2 17 JOIST AT WALL_ JOINT VLMK PLOT DATES S5. � 10 2/98 14:54.51 MPv 5. 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