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12150 12006 12050 SW GARDEN PLACE BLDGS 3 4 & 5 •>awlrnllvcMw,,. Q N W 2 G w o u 2O Z z �•, Wcc OR W IB— x l Q z Z Z w N � � '� vio Y � u m 3 d� cc tri ■ wo ACIFI H I InW Y 9 9E 0 Mwo m T1 AR RE N �Y TRAP11MELL CROVV I CON � CW PIEKER H SF R N 7 y . Printed d ARCHITECTS MACKENZIE , SAITO & ASSOCIATES wcKIKIrr� _ al i. eT 1. •T O I � 1 ENGINEERS � �MACKENZIE ENGINEERING INCORPORATED y t O ILL RLA1 1fR Rivergate O ie twin Beach �' _�'� _'- ~ -f .. 1 tSM1TH Mai► MAY Lombard Ind Area LANDSCAPE ARCHITECT DARYL RNA li {►�y, t � RpNTLANO ,'- Nil O[RMANAIR►a OWN , _ " ` \ �p4litree East �i-°r`,.�` ` ` .• 0 .4, R, io Heintz Ind. Park�Skyport In Park `- Wacker COL�M• Columbia •} �` FaRTLA«o •LVD ��• Ind. Par o tit _ Swan Island r «'LUNoswonT*+ •r Airport Ind.Park Ind. Park it - Space N� DRAWING INDEX ? Z ■Ind. Palk IY PRE•COTT •T J — Ow O THOM�•ON RD ,T \ w '�Nq qV'� Z FME MONT •T ° AgKROE •- ?° '�Benaroya Business Park►e �\ z ,,•�J � &.*orthwest Ind Are . -r __-' ~- ( •t Nll o .ROAOWAVM �� .T Benfield a 7 I U — - - 1 Ind A b HAL.[V OTWang - r^� + "� ! I I / , /1 i.I"` I � 1 ✓i I / � � � I i i ,,., � Sunset Science nF"c4� �.+.r+� ` / L //♦ Y ��'/+ � 1 A/ �/w�'� I I c„-..--- LIo d Center . oLIDAN •T G`A` L �� i � / I I r ✓ / �� I I , r Imo, I..�Ll IJ I I`� V.►I /\ ' L.. I ✓ �11V V V� I `,�/✓ �� ,�1� Park,-- RN.'aE J y •U RN 510[ [1' a ___ `,f � gel 7•' ' /' G. I . I '. ` t, 1�� ►rG` \ C11 srwRK •T �X : G •� I � °% -- - Mall�5 .,� ' I I�j J � � � �V � L �� � G U � I✓� H. L NN TAKEUti. `., In* ` / �r J /J�J �. ��/! �A! �j I I D fa HIL 8 7ektronlx ��_ a I J.,111410w • / J ► / '7 `�i �w/� i (� .. v ( I �../ nll rr.�` I . F� U I I -�I �/1 L� /'. r .r... 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"� -� I ti/1� ' . - , 3 S 3 /�,p�IttQJEO •��a 3 ; CITY t31+ 1"IGAI J r ! ,, r-- vERR� Ra U v 1".^i •..� .M F '� �I I r..r� r ` /�r0�'`" N —tI /'_ c� • tc••y Y.eahington Square KING Ro ' �j a • `' �o a Lam- � Oma,k Proposed)Clackan� CHECKED BY: , .. / ' � F_ �- 1 SITE t�►Ut�h7C:, 120.11_ - I I r 1 ^ 4'I / 1 l P�,R , T �` -W^^'"" c� �� �� ( c •T[►H[N•o« ` Industrial Park own Center I �' I I a i x\ •• International -•"" sloe Lincoln ! 1 ,t. L f� U .., i� _._._. U,�TE...._ - 8 �, REVISIONS I ,. —J`'-" J- k � A K L e", REVISIONS M11 ukie Industry Center L �.✓ ' I �� - ✓ L.. �. �•-r �. ►` .... , ..w..R«.,.�� r...rwll. ..•-•"", ""..." _ ^ T 1 C A A O a, O O i OA K yw 1�L A Ir K A M A S Fr C$6a 0 E •r ~l rJ� \ ` Clackamas Ind. Center Ir I 1 I I OI `+ �'..� ,J �../ ... I f�'1 i 1. h • ` CRVEROAD Office —1;-.1 'Park / Fred ,.—. SITE p S I Meyer I j i 1 r 1 / /^ "�`�'/''){� �.. 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DATE JULY ;'__— V� J I � DRAWN BY: b"-J- II 1 f O CHECKED BY: OP U I LT UP 9-100F CS0I`-J 0ASL!` we G D I rJ�, P LYW I DI W/ �T , REVISIONS �eWN -�_ L., � �./ h�'I '',� L i :, h' �' �`� '" i - /G9 L 11 ,.,A I� -- - r --_--------- NUM r u �I IH �/�'.�'� i' I�° + fir I1 1 t" --�- .___ - _ --_- _ �.:..- --------- -- ----- RE D, QrJ�►L t* F'f•l NT .P-1, I S L�.A.Owl �_,-?1cp-e�tti __-_ 'Sv pgrF C.-D S . tp U 0 1,411 ?N 5 bc�t -- --- ,I Q T— _.._._- - "I OMA'I=C AMR T R Iw ♦ rR0 RRTr O K[N=1 1 s Q1 1 INE[RINO INCOMPp11AT [f► 1� / ��' ll��d AND AN! NOT T1 1�F? '� 2 K�-`, C !R C.,d•' � �N . 4 -CdZ �w- ,a,.R..G i T'!'.cY o R wo �Q _ 11 �_--_-- A (tlT�/,A►L v I ff OUCR0 IN ANY MANNSR,` �► L II '''IP, WITH TNK *"ITTRN r l� . sloN oe Mal.57- 7 X ,2 ,2 C fatJ�.u►N c�cr�l� Tc� H lrJvl_. �� � �a• �G,�-�,...,�, — _. ___� �___.-- — � __— .;�►'I �rJ cam, �I.� �►� �'► ��R��- �R�I t`l ! �1 C� ,J U 1. 1. ------ ------__--- ----- -_ __.._.M-- - �a 9,*4KJ U LA .,(2 F1 1. L MACK�N.�.Ci�: LJ OF z JOS NO:_.___ 1 � � _ .. ... �11 I I�I 1 !I I I,(I I I I I I�I t �11_I I(I f I I I I I I !(I I I I I I I�I I I I I I 1 I I I t I(I(I 11 I I I I I I I I i_ � „� � n.r.■.........._-................... ._,..........s•..-:.,� .Jau�ric_._ .... I f I ' I I I I I ( � (IIIIIIII`I�IIIII�III�IIIIIIIIIIIIIII�IIIIII�IIIIII�I�III�III�I�I�I�I11�I�lIII�IIIII�IIIII�I�III�I111I�I�lI�� w� .w .,'� - NOTE: I F 1H IS M ICROF 1 LMEU i -�-- - -- 2 3 4 5 6 7 8 9 I o I I 12 DRAWING IS LESS CLEAR THAN --� �� - —�► `, THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. -- - ----- ----- --- - ------------ - 1, 0C 62 92 L2 92 S2 02 C2 22 12 02 61 91 LI 91 SI bl EI 21 II 01 6 I9 L iS IS, b c 2 1 " Ia1lnnlun�uulnnluuliullulallu►Iu1111111I111111111�N1111111 11aJlUlI1111�1111I1iI1I1111. 6111111111IJI111111I11IIm IIIll ImII1111I111holIIIIIfIII Ill IIIIIU1111411IIIIl11�1111IU111lUIIIlIIJ11U111111tU1i111'll�lWlll�lllullllll;lIII11liIl1I11lllUtllllllionlWJI114 2 __�.�.- 9 21990 n� r _. hi�wl� F'AI��E'i�. f�J' l.�.c,4 ._ / Vr�.lrr.�5 `\) '''1�'.`��• o ��� ��..-. P•�.-��:: ��- ':ate FoR� prJl. ' � '\ � U too il If. O i1 n 1'SOL If/ r� - I- •�� ��C.1� CL it �'".�'' &._r�'{�'' o c; z C':!,I 5 L Cc �- -r _c�- �N _� __ __ __ ... __. _. IGP►.I(� ,'�JL. _ beIt L LL F44 ?Z 1 , c1a �, � . �� 1 � -E ; - 0 I I C.) pi :�UF1G e f 1LI � W •11 a 0 fit(! ` Ksr f�L �- ) t.•- FSC iL Z 4 Q t 7 ot Q , . (�"`5 ,c>,Iz�.u�ta n..�4"tiL. � - tJL. �1�►.iCT1. 9 - �.�•� L - oPENv. ISR. '7`,�,�, '�' o t . 41 1 4 f= UppC►� 1„SII _ 3; i1 „r, 2 4 II - 'T ►. GtJ?� . +�i.' :r Cr I/� I 1 . A 1 1 #5 bars Grade 60 . Z 2 . All 04 bars Grade 40 . di ?V it. r .• � , II Pane to panel connection plates �4 0 maximum . o . r , mi '�' - • '�- �. - __ .�...._ - --- - ELS.,. � '� G•�la1''!FEk- 11 First connection plate 0 2 ' 0" above top of slab . I 4 . All dimensions on elevations are from grid to grid and top of dlate to top of slab . These are not to replace --3 -� rip, contractors fi panel shop drawings , contractor to submit 6 set ; to architect for a f C2)'`r.� ��� ,�r,,_ �,�,,,� � ( I approval prior to construction . S . E11 elevations shcw inte+rior side of panels . T I I II o , i ��� H. 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SU DRAWN BY: 1ZK `�, I �t► CHECM;EA BY: REVISIONS: 'PAY rarEp 1 I (3'� 7�•4 � �',,�, �_ ` �-ail # -Coll � ��fi ,. �g.G � 2 , lo} _ _ 44'•81 _ �,._ -_oIPROPNOTV I I � - •�I Printed A TN - Nt�it IIANIN AN [D'IN ANT M NItR� f Me OuA11i NOT aO► JU � 1TM TH X11 M1.> TT[M lip. or E 'J l-7 MACKENIILEN"MERW rSHEET µ ;r. WCORrclrW ED �V 1--- 7-6 OF 2 JOB NO: I - .. _ .. „.♦_ _ S^•"�_- ..1 ._.., .. ..r6=WY'.. :. .._.+Ye "'*'Aa.. - . .,,.«:. '� w.w`— _ ._, _._ � +.�.,�r.wrr.iz.a _ u� , ,. �111IIIFI1111�IIIII►III►I11�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII[II 1I111I111I111I111IIIII111I111I111I111I111I111�111I111 1111111 111 IIIIIIIIIIIIII1II IIIIIIIIIIIIIIIIIII I I I I I I I NOTE; IF THIS MICROFILMED ( 2 3 4 5 6 7 8 9 10 II 12 DRAWING IS LESS CLEAR THANV--- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 92 LZ 9Z SZ bZ EZ ZZ IZ OZ 61 BI LI 91 SI bI EI ZI II 0! 6 .I9-..''. L f9. S b E Z (IIII uNIInII uIII unI uul nll)nuI nu�nllII111IIIIlIIIIIIIUIIIIIlI111111UlIIIIIIIIIl�IIIIIIIII��1111IIIIIIII!IIIIIIIIIIIIIIIIIIIIIIlIIII11tII1111I111!IIIIIIIIIIIIIII)iIIIIIIILIIIIIIIIIlIII11Ili1f�lullllll1ll11141111111W111I111111111�ll11I1111.IIIIII UII�1111I1lltIUIIIIIIlIlI11III11I111 IT � 9 ..-�.. 1990 0 GENERAL REQUIREMENTS N 1. The work under t`►is contract project is to include all labor, materials, c. Solid block all joists over all supports. p transportation, equipment, supervision, and services necessary for and 2. Lumber Grades: reasonably incidental to the completion of all construction work in a. Studs, plates, blocking, joists, headers, and ledgers to be Douglas Fir t12. q connection with the Drawings and Specifications. b. Purlins and subpurlins to be Douglas Fir M1. Uy0 2. Coordination : c. Glue laminated beams: WW a. 7be Contractor shall verify and confirm all dimensions and conditions 1) fb 2,400 psi x U shown or implied on the drawings and specifications as well as the �' Z physical conditions of the site. Notify Engineer of discrepancies f 1 450 psi Z prior to start of work. c �. Contractor shall coordinate the work er all subcontractors to prevent fv a 165 psi Douglas Fir or 14� psi teem Fir as noted on framing plan. �,// P� r duplication of effort and to insure proper sequdnce of operations. ` W 2) rAmber : as noted on framing Man. cc Cr3. Applicable Codes : All materials and workmanship shall conform to the W LU p� 4 Uniform Building Code, applicable 8tateand Federal safety orders. All 3) Exterior glue. R lil4.references to codes, specifications, and standards steal) mean, and are 4) Industrial appearance grade. Z intended to be, the latest edition, amendment and/or revision of such 5) Top tension laminations on cantilevered beams. Z reference standard in effect . 6) Glu-lam manufacturer to submit shop drawings for Engineer's review. U Plywood Sheathing: LU �- 4• ! "'�'rl M.=� f~•.H A-4-1_I =► 1-.�..�.E .:� J ;pl.y: a 3. " o y U. Roof sheathing: 5/8plywood C-D Interior APA 32-16 with exterior glue. 1•- O 4. Powder driven anchors to be (:Amrk 1/4" diameter shank, H95, Part 047095. V Cr U SITE WORK I. Allowable soil bearing pressure: 2000 psf . Q m 2. Stripping: Remove all debris, roots, and or4anic material shown to receive V paving and new building. Dispose of cleared ,and demob-shed material bycc e�t.liL-�'-U powFI�U ©1,iEIJer `�� i � FI reIt���,�� _',,petal F i:^TiC:,} 3 removing from site. ��.��/FL% E,.:��.i•=*.1.. CZCJ YE.a�2_ �C.'r-�1�A�L.E� O 3. Grading: Grade areas designated to elevations indicated. If grades are J,;.,HH �,ay,�yll„j,� p� FL.I HT ,_�� %/LJ 4I T E not adequate to provide ade�;uate site drainage , notify Engineer prior to ' 4 start of work. WINDOWS AND GLASS 4. Excavating: Excavate for focit_in s, piers, slab: DOORS, g paving, and other 1. Doors and Frames: improvements to sizes and levels shown or required. Allow for form a. See Plans for sizes and types. clearance and for proper compaction of required backfilling materia? . P.11 footings to beon fi-m, natural , undisturbed soil free oz organic material b. Wood Doors: "Sta�nciard°' hollow core (flush type) , or "Standard" solid core or on engineered fill. All soft , wet, or soil of unusual condition shall (flush type) as noted on Plans, by Cal Woad Door, Santa Rosa, California, be excavated to firm, natural , undisturbed soil. All organic material shallor approved equal. be removed from building and hayed areas. c. Hollow metal doors and Fxarnes : 5. Backfilling: 1) Doors: Nan-panel, full flush, fabricated from two sheets, 18 yauge a. Backfill [Materials : Selected natural fill material from on-site steel with no visible seams on either face. Doors shall be reinforced excavaticn or off-site borrow, shall consist of .`_he following or a and stiffened. Doors shall be bonderized and finishes as standard blend thereof: (well-graded granular pit run, or bank-run sand, and/or one coat baked-on prime cast. gravel : small cobbles up to 1-1/7'" in maximum sire with not more than 2) Frames : Frames to be fabricated of 16 gauge cold rolled steel. All 10% of fines passing through a No. 200 sieve; or aiproved on-site excavation joints to be full welded and finis%. .t ' o perfectly smooth surface. materials) . Under slab granular fill shall be of ::/4" crushed rock, Frames to thoroughly degreased and cleaned of all imperfections before free of organic material . painting. All frames to receive factory coat of rust inhibitive primer b. Compaction: Areas beneath floor slabs shall be compscted to a dry density baked on. Frames to be mortised, reinforced and drilled and tapped O of 95s of the maximum dry density. The water content at the time of only for surface mounted hardware with drilling and tapping to be done O compaction should be within (plus or minus) 3% of opt:.mum. in the field by the erection Contractor. C. Backfill Lifts: Place layers in maximum 6" thick 'lifts. 3) Accepted Manufacturers: Steel-Craft; Curries; Ceco or equal. d. Compaction Standards : 3111 compaction based on ASTM D 698-70. 4) Submit shop drawings for Engineer's review. d. Overhead Doors: v 6. Paving: Comply with "Asphalt Paving Association of Oregon" recommended 1) Provide steel sectional upward actin vertical lift, hi-lift or standard design and construction procedures, latest edition. Provide paving for all overhead door se size indicated. g , _� Drees specified. 2) Doors shall be manually operated on helically wound torsion type spriftq A 7, Pavement Marking: Apply 4" wide parking and directional lines where shown. 3) Accepted Manufacturers: Crawford, Overhead Door Corporation; • Use Rodda Paint Company No. 671 •- White. 3� rporation; Kinnear. S. Weed control treatment is recuired on all subgrade surfaces receiving asphalt 4) Submit shop drawings for lyiZAs7r-. N atffv,ftLJ - _ surfacing. Use Monobar Chlorate by U.S. Borax or. Nox-Weed No. 10, in accordance 2. Alumrnemm Storefront and Windows: a. Aluminum window frame 4 1/2" X 1 3/4" profiles for use with insulated glazing - , with Eianufacturer s .instructions. assembly. b. Aluminum storefront door with 2 1/2" stiles, bottom rail 3 3/4" and top rail 2 5/8". Hardware: Deadlock with Cylinder both sides, pushbars both sides, ATE threshold and closer. I. Codes and Standards: All ccncrete work to comply with ACI 318-73, "Building c. All aluminum to be nedium booze finish. CWo Requirements and Reinforced Concrete": ACI 306-66 "Recommended Practice v d. .. ,,�, Nr ",I -. l for Cold Weather Concreting": and ACI 305-72 "Recommended Practice for got ��- Arcel ed l riUftetnrert;s Xa a= 1faMfee=3 U.S. 71ivainunr or approved equal. Weather Concreting". e. Submit shop drawings for Engineer's review. 2. 14otification: Notify Engineer 46 hours prior to beginning any pour. 3. Glass: 3. Concrete Strengths: 1 A. All glass to conform to Uniform Building Code, Chapter S4, latest t"7 a. Footings and foundations: f 2 500 and Federal Regulations. g , psi at 26 days, with maximum slump: 4" C < b. Tilt-up walls and floor slabs: f l! 3,000 psi at 26 days, with maximum , ` sluaap: 3". c IL 4. Cement: Standard brand of Portland cement per ASTM C-150, Types I or II at 1� ' Contractor's option. Use only one manufacturers standard brand, type and SHEETMETAL -- ��grind throughout all work of a particular type, I. All work shall comply with applicable portions of the Architectural Sheet Manual I i1 S. WAt.er: Clean, potable, fresh, and free from injurious amounts of oils, acids, of the "Sheet Metal and AirConditioning Contractors Association, Inc." (SMACNA) , I LL! alkalis, organic matzrials or other harmful substances. latest edition. 6. Admixtures: (agents shall both be from the same manufacturer) : 2. Provide all necessary mechanical fasteners and accessories for complete installations. �L- a. Air entraining agent: Per ASTM C--260. 3. Flashing: 24 gauge galvanized sheet metal in accordance with ASTM A-361 for all b. Water-reducing agent: Per ASTM C-494, Type A, containing no calcium.. chloride items unless noted otherwise. V_ or other accelerating or retarding agent. 4. Scuppers and Downspouts: 24 gauge galvanized sheet metnl per ASTM 361.. Provide 7. Aggregate: In accordance with ASTM C-33, maximum size 1-1/2" and including removable bird screens at downspouts. sand, but in no case larget than 1/5 of the narrowest dimensions between sides of the forms of the member for which the concrete is to be used, nor larger S$J11«lUlrTs AI!tD CAULKING than 3/4 of the minimum clear spacing between reinforcing bars. teal or caulk joints between dissimilar arterials for watertight seal. Provide S. Reinforcements: All bars for reinforcement shall be deformed, intermediate [-, 1-1, LYNN t-`1 grade steel conforni.ng with "Specifications for Billet-Steel Concrete watertight caulked joints at all building exterior locations where possible water Reinforcing Bars," ASTM A-615, Grade 40 (minimum 40,000 nsi. yield strength) , penetration through joint mRy occur. except Grade 60 as specifically noted. Minimum barlaps at splices per ACI a. Silicone Rubber Base Sealantr General Electric Silpurf• Weatherproofing Sealant, ,�PGRTIAV" CM-,00N Code Chapter 7. Doo horning 740 building sealant, or approved substitution. Material, of one 0.01 . part component type, shall be in gun grade consistencyand in standard oolore �j, ( as selected from the manufacturer's palette. AV 9. b. Foam Type Premolded Filler Gasket in Cord, Strip, or Other Section as shown: 1 V 9. Slab Hardener : ,TEF Multi-Kate Horn Clear seal by W.R. �sace & Co. Similar to pow Chemical Eths!foam, in natural color closed cell lath leve foam 1.0. Testing: Owner shall employ and pay for services of independent testing p° y DATE laboratory working under direction of Engineer to perform concrete test of puede in sires as required for "cute gasket pcgition in indicated joints. footings, slab, and tilt--up wall. panels. Contractor shall cooperate and furnish --- -__ tools, materiels, and assistance. ����=I,� -DRAWN SYs 1!;, N t. �C .�.'1�:�••I-�-T��`"'� pF�v��rat �--I I I r)�,.�i t..d.-�-Ic�l, r-ca 11. Pte:.Ufa, � �c:�-�� CHECKED- 8Y. - METALS 1. General : All structural steel shall be detailed, fabricated and erected in -- accordance with RISC Manual, lZtest edition. REVISIONS: 2. Structural and Miscellaneous Steel : a. All steel plates, flat bars, straps and structural sections shall be ASTM A-36, unless noted. b. All pipe columns ASTM A-53, T,/pe S, cradf, B. C. All bolts ASTM A-307, hot dipped galvanized. d. All steel to have one shop coat or to be galvanized if noted. e. All steel embedded in gravel, rock and/or earth to be coated with asphalt:. f. All welds 47OXX per. AWS Standards by certified welders 1/4" fillet weld typical unless otherwise noted. PrintedTI,EH pRAWINOE ARE THE ry10pMTrOF CKEN71E1SA1TO a AEEOCIATU PC CARPENTRY W ANY MAIIMER, E71Cf.►T rIITH TM t OUMN rElN WWON OF YAR, 1. General : a. All nails to be "common" or galvanized box nails. No bright box nails MACK�NZLF,ENGINEERING SHEET allowed. Nailing to be in accordance with Table 25-7, 6, *,! *•-j -�•�.;,Vjlr0 Ur- INGQRrORAtL© Uniform Building Code. b. All wood in permanent contact with concrete to be pressure treated with a water-borne preservative in accordance with "Standard Specification for Pressure. Treatment of Timber Products", ASTM designation D1760. OF if JOB NO: ,. . ... 101 _ ,n.,r,r�,mr. .es. w,rra.m�rmnnaawMno7+,Mw�aaiM.n�r -' - n,..vsMOM - i ,I 11111 lllt'`Itlil,`411II nJ111I1I1111111IIIIII I111 11111111111 ,_,... .• �' 1 1 N01'F: IF THIS MiCROFILMED .....� _ 2 3 4 5 6 7 8 9 10 DRAWING IS LESS kLFAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 9? LZ 92 SZ bZ EZ ZZ "Tied OF 61 BI LI 91 51 bl !;I ZI II 01-1- F B L� 9 S b E :2d4 1( Z 1��•��" ►III11141nnlnnlii�4�no41nulnttlmtlnulnlllnulglllnnluu�INI�IUIII111U_IIIIIIIIIIIII,�Il�U11�IIIIII!!1IIIl1III1111111IIIItIIIIIIIIIl�11111111+IIItIIIttIII111IIIIlh111)IUIIIIIIIIIIIWll�►;IIIUIIlIL1111111111ht111111111111llli1111U1111U1�lllllllll�lll111IIIIlIII11IW{III! i MAY �-_ X990 __ w . 3) AAov'r-groui►d water ,Plpinq. Typo °L" coppwk or scftodto. 51eOterical ule 4D � - � h galvanized sten . , A. General w , 1 . It is the General Contractor ' s responsibility to insure that all electrical 4 ) Waste and vent within building : Cast iron with "no-hub joints x for two-inch and lar , 1) Electrical Contractor shall submit. drawings showing electrical "` O cc..lnections for mechanical systems are provided by electrical subcontractor. ger , and galvanized steel or threaded cast g g C'1 iron for 1-1/2" and smaller. Use no smeller than two-inch cast wiring diagram, service panel , lighting layout, and catalog cuts Qsu 2 . C2!k iron under floors. ASTM A-74 . of all fixtures for Engineer' s approval prior to start of work. O i p a F— 0� Z � e r` A. Make installation of all items in complete accordance with all codes or 5 ) Waste outside building: Concrete sewer pipe with bell and spigot or 2 ) It is the General Contractor' s responsibility to insure that all !q "*' '• { regulatiol►a set forth by state and local authorities. In case drawings rubber rices joints. ASTM-C-14 �LAFv� IZ connections and conductors for Mechanical systems are provided " O t ;;� b electrical subcontractor. or specifications conflict. with code requirements , the code governs . Y v/ However, the specifications are to be considered as minimum. D. Storm Drainage N ~ � B. Work Included �� 1 0 � r` W "$ ; ,; B. HVAC contract:.r shall submit drawings showing unit heater locations , roof 1 ) General. T+.".1R1 ;: y mounted units , duct work , thermostat locat .ans , etc:, plus fixture 1 ) The work to be performed includes furnishing and design, all labor , ..�. W a I a) Provide all underground storm drains and catch basins as materials , equipment and services necessary to constrict and install ""�' ►- a l r $ manufacturers and catalog numbers and cuts . Submittals shall be g P 1 Z 2 a ' indicated. the complete electrical system as indicated. 4 � Wfix M *'� , � _ `' x + f•• approved by Engineer prior to start of wc�r.c. 'P!'o a .:.I:DA4All�; •� v h as;�l �r.v.•i c e� t s in'�ac��.t�,�itd�.;�` r:if�;��ai jtr'h "�u�1"d`i�i.Q- Uj . � o � � '; : b) Catch basun : 24" round as indicated on the drawinga , 1/4 " Z) 4 �--T�R- *�� I1100 #41-1P O 'A I s . Guarantee : PRD1/DE PRI(,>r. FC7(Z 1 4 iaQ'�AMR O ' 3 — - plate , welded construction. Provide with not leas than 24 " �%• GODl±S Ye` V v w water depth below outlet. Street wee a ; �".' A. Guarantee replacement , at no cost to Owner , of all faulty materials P ght east grating with 1 ) Make installation of all items in complete accordance with all Z C and workmanship and pay for any damage to o:.ner work resulting therefrom, minimum 45 percent free area capable of supporting 12 , 000 lb. codes or regulations set forth by :t:te aid local authorities. < a wheel load. Coating shall be black asphalt In case drawings or. specifications confl4--t with code requirements , lot °Q Period of guarantee to extend one year from date of acceptance of 9 p paint . g p q V installation by Owner. Owner, or his representative will eve notice the code cloverns. However , the Specifications are to be considered < as minimum. C)btain and a far all permits , licenses and taxes � #4 •� ., of observed defects with reasonable promptness. g c> Piping A,• CM C-14 minimum Class C' bedding . pay P � 5 �,� applicable to this work .as required by law, o E. Plumbing Utilities to D. Guarantee -b * �'^t 4 . Work Include o 1 ) Utility connecLiors : Plumbing Subcontractor is responsible for all •i � f-4y w' ; •�, A. Include all materials , labor , and equipment required to install complete plumbing ,utility connections complete; contact local serving p Y o� 1 ) Guarantee replacement , at no cc,st to Owner, of all fault materiels r'rechanical work . Cooperate with other contractors in furnishing utiliti�•,:. Lo determine conditions involved and make or arrange to and workmanship and hay for any damage to other work resulting wti and information for correct location , in proper dequence , of sl , 10 " � � bout car„sections made at the prober time . therefrom. Period of guarantee to extend one year from date of � „ " ). ; • bucks , chases , mounting, backing, foundatio;:,s , and wiring'• required or ,��x*� ,;�I' installation of mechanical items . Set sleeves , inserts anchor bolts , acceptance of. installation by Owner. Owner, or his representative � ) Water Service : Verify existing water line size and location. will give notice of observed defects with reasonable promptness. fi r cast-in-place iron work , etc. upon failure to properly direct , locate Mercury lam replacement from burnout to be 90 p p P Y Check water pressure before starting work. } P p days after final and size such work at the correct time , any additional cutting and patching required is to be dune L Mechanical Subcontractor as directed acceptance . Ballasts shall be c+uaranteed against noise and defects p q q Y h) Waste : Connect to car arrange for connection to avail•ible sewer . with replacement up to twelve (12 ) months after final acceptance . °° i« and approved by the Enyinec or General Contractor. Verify depth, :size and location before sleeting wc,rk . , 5' a ltd I: . Stanclards Drawings c) Raindrain : Dischcar,ae to available drainage as indicated ,on ,� drawing4 . Verify depth , size and location before st.artinq work . 11 Ne�twithstandinq any reference in the Specifications to any article , --�-�. A. Make c�omhsetc� set Of 'as installed drawings and return to the Engineer . de•�ice , product, material , fixture , form or type of construction by Keep "as installed" drawings clean , undamaged and un to date as work name , make or cataloq number, such references shall be interpreted ,�rogr.esses . Accurately indicate de-�th of all buried pioinq and location as establishing a standard of quality and shall not be construed of cleanouts . Locate all buried or concealed piping by actual dimension s as limiting competition . from walls , center lines , etc. If "as installed” drawings are not Mechanical Subcontractor is responsible for costs of future • � ``' correct , F . Labeling (� :,*-")` +►"� "prospec�tinq" for lines not installed as shown. 1) The complete electrical system is to be clearly and properly labeled ZL •+ , L �� ., , > .. M . , •,. T, , Coordination to indicate the leads served and the function of each item of A. The lcacation of all utilities indicated on the plans is taken from equipment provided under this wank . O --, existinq public records. The exact location and elevation of all 2 ) Switchboards shall be clearly labeled with engraved phenolic name- ' ' public utilities must be determined by the Contractor. It shall be 11 plates to clearly identify each load served . the duty of the Contractor to ascertain whether any additional- `C-- "' ' facilities other than those shown on the plan may be present . 11 " r •.�."�`'"�''` 3 ) Branch pane: 3 shall be identified with an en _graved phenolic. name- pl•.tte corresponding with the distribution switchboard labe'.ing , B. Call to the attention of the Engineer any error , conflict cr- discrepancy mounted inside of the, panel doer for flush panels and on thn face in plans and/or specifications . Do not proceed with any quastionable c:>f the door for surface panels . No brand labels or other markin<js � 1 � items or work until clarification of same has been made. Supplementary V Ghali. be nn !-h«� outside of the panels . •-� Y ' details and plans may be supplied as required and they will become a 4 ) Each terminal �-abinet contactor, disconn,••(_•t- switch , relay , time _ r part of the contract documents . switch , pull box, jur,"tion box for ether than branch circuit wirinq , O _ 7. Heating and Ventilating i r4l (I- AS LND ALTEI��ip�Tl=wl unless obviously directly related to equipment shall be labeler_! with — an engraved or embossed nameplate securely attached. d- J A. Contractor designed system. • 5 ) Where outlets o�- devices with stainless steel or plastic finish plates require labelinq , provide engraved finish plates . � 1� ' B. Warehouse : 1 ) Ceiling mounted c,as fired unit heaters AGA and serving utility G . Prc)ject Drawings -- approved two stage burners arid stainless steel or glass lined �-- heat exchanger in formed , factory enameled steel casing; forward 1 ) Maintain "as-built" drawings and turn them over to the Owner upon completion of the project . curved , centrifugal type fan , belt driven by pressure lubricated , ball bearing fan duty motor with overload protection and adjustable H. c'omplet.ion and 'Testing sheave. Provide automatic gas valve , bonnet switch , high limit I switch, main and pilot gas cocks , automati(-- safety pilot , draft divertor and code vent. Include discharge nozzles with four-way 1 ) Complete each system and place in operation except where only n adjustable grille. Include thermostat to control two-stage burner rouething-in or partial systems are called for. QL v ' ` r and industrial duty thermostat guard. Provide fan summer switch in the thermostat base. Lennox Janitrol Hastings , Modine , Resnor 21 Each system shall be tested and left in proper operation , free of l,y I I g or approved, c-)f faults , shorts or unintentional grounds . 2) Thermostatic control at column near cep mer of building. 3 ) Demonstrate system in the presence of the Engineer , the Owner or t '' their representative when requested. 1465 �! ERIC T. SN'To I . Lightinq .1r� r'�� kra*A #`• ;�-. 1 ) :"2GV�^iE_ �: -� ;�1Ca_t. ..3� �lr- . - �zE.�=iE'�,^' G�TItiuG'�:� =IXTI.��.E� t �•,:Ci� E . �R L"ANQ;�ilt 60111 'J _ e JF l.G .w° �f7R rP t.r'.�..►-� e.. �1 LIv vy�•�:•ti/ ..�'GI r �L�... '"' k. '.J�:.L-.� '(�' rU-Y_ s(� C. Gas Service T ate~ T� � J� C �f 1 ) A fixture typical for the location shall be installed at v yp every nutlet Z' /lF 1) Contact local gas utility for service as required; pay all costs whether specifically shown or not. Fixtures shall be of a recognized _ involved. Run all gas distribution piping and make final connections stanc'.ard manufacture and be UL. labeled . Submit fixture data for DATE r� to all gas using equipment. approval . `� 3) Fixtures shall be furnished complete with required lamps , stems , DRAWN BY: 8 . Plumbing ballasts , reflectors , diffusers , hangers, lenses, etc. , including A. General accessories specified for a particular fixture. --: �MECKED BY: (� 1 ) Cedes; make installation of all items in complete accordance with 4) Fixtures installed under this work shall be properly and adequately --- " codes rnd regulations set forth by state and local authorities . supported from the building structure except where ceiling con- REVIIS*Ms; struction or other provisions are e3pecially designed to support 2 ) Subm:ct. ' aIS the fixture units. Fixture supports shall. be designed with a safety factor of four. Supports shall provici,- proper alignment and a) The plumbing contractor shall submit drawing showing piping leveling of fixtures , and shall be arranged to rniaintain the align- locations , sizes , and arrangements plus fixtures "nufacturers ment at all times . I and catalog numbers . Submittals shall be approved by Engineer .� M1n• A J.�?r•,4 before starting work . 5 ) Flourescent Lamps : 40 watt, T12 , white , 3200 1!.urne minimum output ' ,,•� designed for use with rapid start ballasts . La,aps shall conform to USASI standards and be as manufactured b General Electric, Westin Ai. B. Coordination ; house , Sylvania , Ken Rad or approved equal , q- ' ' Printed rNtlt eAA ,•►$4 A 1 ) This work shall be coordinated with all other grades involved. The 6 Ballasts shall he premium "Call F" type with internal thermostatic va" �i t ,":,� �+, • - .«. Contractor shall review all construction drawings as well as the ) P YP ANO Ann No 0 `+Asp {ob site end avoid all conflicts. ruse, and temperature controlled r4lclosing feature. Ballasts shall I1 ,t iij�y ov rotNANTMIs .�.! :,_ A j JUS- 1,� � •ITN TNt rA/TT �t be guaranteed against noise and defects , with replacement up to .caw OF NiRc. C. Quality Assurance twelve (,12) months after final acceptance . Ballasts to be provided MACKE'UZIE DIMNEMING for operation on the building phase to neutral lighting panel II�CORPOR�,f�D ! 1) The minimum acce-table equipment and materials shall be equal to voltage. it the following. Approval to use other shall be obtained from the r - Engineer. r � y 2 ) Underground water piping : Cast iron or Type "K" copper. �---- - I r Telephone 'ZI t 1) Cede dinar#inst:a1lation of taletphorte ice w1: ,.ta local utility , I Joe M01 , ed conduit cat.', =wi �4� t/elllpl •� .y YY�1 • 'y�T 7 wiring uttl i y _,� •e•,j.{rrr..--:-ra.—:,.,—. ..._.•._...»w-._",�rrs�'i/frlM� Ir•+M ..-,,...--+......w.,.,.en:Nu+n«e...+...�.,...-...w+..._....-.....,... ..-........_.....,..,__.•... ,. ........<,-..»...:.-... ,. ^Ym, t •__ , + - h II�II��III�IIIIIIIII�III�'1111111'111IIII�IIIIIIIIIIIIIIIIIIIIIII�III�IiIIIII�IIIIIIIIIII�IIIIIIIIIIIIIIIII�IIIII�IIIIiIIIIII�IIIIIIIIIII�IIIII;IIIIIIIIIIIII111111111IIIIIIIII111IIII�IIII111 '� `� •il~ i NOTE: IF THIS MICROFILMED ►.. 1 2 3 4 - 5 6 7 r8 9 Io I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - -- --- -- - - ---"— OE 62 82 LZ 92 SZ bZ EZ ZZ IZ OZ 61 BI LI 91 SI ♦rl EI 21 11 01 6 16 L I9 rh-...' b E Z 1314MAY ' nI�InIIIUI�uIIIIUI�IUIIuII�InIInu�IIIIIIIu�uII�INI�IIIIIluI�11�lUUl�l111b.111�1ul�lUl�I�1.Ullllll�ll!1�.i111111111111�1111�1111�11t1�I11t1U1111111�,1,111111111111111111,IIlIUl�l11111111)I1UIlyhR�E:rUlllllll,WWliuuusWu1111111111111N1li,11111l1�llulllll�lUlllw�111 29 - 1990 �y of o W � Z O VJ Q a d - �j20 2r7 , xoc W � o a i qI vv I z u z �, (V 2�0 W u, cn 1100, < J+ Q c � � crppI3 LA CD te Olin S �- \. � r ' � .. �\ Com,,,✓ __'^- \. a 1u � l ' � it �'� %~� / ; � �Slloc�G j' '�I � - ___ - Cy � �- _ ..`_`•,�� � ��� t: � l x� oe 4n j 'ter � �✓, I��„ � / ---- � \� -�''�� Lo or, - - I \ I r Cor�On cis � f I� � __ � �� �� _ `'` _ ✓ ,J�G�� � � - 00 DATEA I u I` �i < r - --- T '- ' ``�-- - ; � • ..,,._ . V AR W N BY: G�t✓, CHECKED •6Y: REVISIONS net �N(F[ DIFA[INO! IRF THE 4JY(IFty 0♦MA�.F.NiF fN� INIEMINO iMt DIF F'0• 'ED M[9 h0 A11E MOT [F 11[ [ U CED ANT MA AN •,ERt[pT •TM TN[ rAITP'. ToERMit l!ON O�M(I. Printed r )UN 1151 . MAL„cNilh ENGINEERINu --I INCORPORATED Of t CJ N / / P z N O r 0 u oc w Z m S 20 25 45 E 32,08 Q z , hot W y N 78 15 35 E 57. 17 '� Qi I I- ,�-- w' r �+ �\ \ W W ¢j � � '-t ..,� �'�• uhl' aiy� J+ � � y1 I ty -_ •( �',i� / .� � � a f- Q p X99 r� t� a ::.• i w,JtJAri .... ao.i! -11," W V uZi rn � / � � -- - -Z'-'r � � ..�` � - '� C..�� • `�� �o.n rutA� ..f,rr i ', \ �` �' Y F. O Lu < ¢ m 71 y, _ '' �.,' i r 4 to � • � � � U r'it, � •.,. '�• 11, !' .i- Q a 's ��. R °s v ca IVY a ,_' _- -' _. --.. 4 / • AMBO{ '- -' fc .. - or _ � $ - -tel -_- ,� �,�,'• .. �, . iii �ti!' - � :•� ... ?tr' �'fr�'�"' 1.• ',... _ f�.� ,h1K` o fk ,00 SITS \\ vo{t ornn a ll•. 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Ott r I �o' / !' r _ " �•. . a ' tr I `l r rN+ v: JR.. d"• M 15 r 5 GOA.. 00 / . Oj ONE 0 /' N _ i _ V ,r _\ I ' 1 i .. .i ry J�T•Li 1 ' ^ -'r ( I' I01 I _ - Ll co i { C.4 , 4_ u \ ' fo t YL 17el' � i'ti10 � t 80 39 664 - 54 r �� 56 UTE d. DRAWN BY: CHECKED B Y: i �, ,-,-•- _ � 152 ••-•-. r� ,,,.,``w + ,✓ �� A�•I� ✓i�--C �- . - REVISIONS: 4G N 82 53 40 W 969. 66 it ' F-------� ', Wt�- I .IA`r T 14►F F I C. r / I Gi4'/JGK Fi r�, wl/�llC�j 'Nue anANlno{Atf TNtonor•,I MACKf N7'f{A1T0 A A{{oCiA', Y{A eNO ANt NOT TO1/.nfp• 4% r.P. Lof&N4 ( POLE. 'N AM, MAMNIn ltOf Al w ' wA17 TlN►f 11YH{IOw 0.M fA SREEt Printed ! JUN 1. 314: .. MACKENZIE ENGINEERINr INCORPORATED OF at a JOB NO, I . Y* i�{LI i t frll. 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DATE�� DRAWN BY: MLR• CHECKED 8Y: Ir 1 REVISIONS t M THESE DRAWIN08 AMR TM[ PROPERTY OF MACKENYI[ NQ• iNECR:N4 INCORrORAT[O �[9 AMD AMR NOT TO •[ R�� �D DucHO IN ANY MANNlR,EAC[P? WITH TME WRITTEN P[ 1♦ ltON OF Mill. SHEET PrInted JUN 18 0 .� MACKENZIE ENGINEEgING INCORPORATED OF 9 JOB NO: -- ','°'07 2� ,:ka`,�6tli�V lid i}� A��, '�ktfN tdr;:.,�*^d+. ' .♦._.. _ x._. w, K - - - - . . . . .. .. .. ' iii iii i� � iii iii i�} iii iii iii iii i� i �r ii. iii iii iii iii iii iii iii iii � � i iii iii iIi iii iii � � i i iii � i iii iii i i 1i � i iii i � � i�; iii i�,�� i i iii iii i�i� i � i iii iii i�i�i i � s ._ .� ...Y,..�..•,...,....�.. � r _� � NOTE: IF THIS MICROFILMED I 11I - I I n I I I I -I v II I II I I I DRAWING IS LESS CLEAR PIAN • -- --L --- - -I THIS NOTICE, IT IS DUE lO THE QUALITY OF THE ORIGINAL - DRAWING. 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'`V_ G o V�R. ! 1 C,o.,,:7!� it•� ik -- - bf�.o N Z.ic.• A rr►ate I Z fr.r� A 1.;,,M,. �-_ i I-o �Y •� C V , n TA wi -� _.� 'r/s,.,' O _ . . . 4 Piw. owzi, 9 _ DATEId , 1 - ��c,licc��a •r� ,� 4' DRAWN BY: _(SIL. u pt<�r.rti . LAN a iso AL.t�N; CHECKED -BY. --- REVISIONS: 1 THESE DRAWING! ARE TM[ No- MA.NUr, C'OL.oft- IJVI''��j �y�M��� -� _ ANVPROPERTYMACK[N 1 'NEERING INCORPORAT[D LQ ANP AR[ENoo t TO BE R[ R DVI'190 IN ANY MA , WITH THE WRffT[N /[RMI♦ _— _... _. ..—... .� .._....._. /ION OF MEI. rt ; A�vr7©A bA1�.bAtZY l.�a1.o � •�•CeN SHEET ti•rPrA% C.Iit.CA-C-s4:-7,Ah1 *.2 cot Printed �3 ti00pA I - 3I .7*A dUN 13 ISA MAGKENIIE ENGINFERINa INCORPORATED OF I JOB NO: 79S2e PF ,� � III�IIIIIIIIIII IIIIIIIIIIIIIII NOTE: IF THIS MICROFILMED V R - DRAWING IS LESS CLEAR THAN —THIS NOTICE, IT IS DUE TO _ _ _�- THE QUALITY OF THE ORIGINAL UI £ 9 Z L Z 'u 4 Z Z Z Z Z Z G 6II aL L I T. [ � t T ITl i 6 8 L 9 19 ► $ L t �, u DRAWING. t►il. f . I I uiillilllfllilllli Illilllll illill.il Ifl�lif�i liiillffl .ifllifliliiiiliiii iiiiliiii iiiiliiii iiiili�ii ifil�ii E . a I NE' U26 a� �� 19 9 0 K 9 2 SCr SCG. 'N+5 ill _ d 0 d W ,4W i I� ( I TRANSVERSE EXPANSION JOINTS Z 0 4 -— Ce0 F-.1'J -k�•`*E g'�' i ill•�- -- -� 0j z J Q - - - - - .� �► --- �. N-�-� _ __— -_r ,. I. To be provided at each point of tangency of the curb and at CL ---- er "� p spacing —i -�-• " � tohlimbtcthe ci required Uj maximum o e W O 1' 21 011 G LI F-P„� C,I,- d F G IL P.7 I ~,'� 5'� G}�i�/� ►-��''r f 2 0 feet. t. a. bl 2 . Material to be premolded ��! Q �„ N P # ! , •O 2�j q none).truded material with a Z U ua .(D I .minimum thickness of 1/2" W f.- W o TRANSVERSE CONTRACTION JOINT ♦ V U c V W 2 0 zo �- I ,.�, o c� 1 - Spacing to be not more than44 10 feet . 2 cc 4 _- --'�'4F' DIa GUILE + 2 . Depth of the joint shall be at I least one fourth of the o t p7- cross-sectional area. w I r GU G mo ►`-� � GK�� h4 o' 11E ,.. 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ATF Q I ��R^�U�'z FILL, -- N 45 7;&- I J n+ �I ,/ X11 N / �••� Hole, _ r II 11 fNgfE ORA WINrI6 ARE THE ��� T 'fY'� /^ '`�� -�/��^� ��C•/I'1G/T'�' "-"- �� �� r �� P1�O►ERTY 0110" C1(EN21S N I- �7 �y�..� 1 ' �j p� y NE[RIN6 INCORPORATED E F� r.lA ©I�"G.'.=/SIN �.�!'1�1- T '��Z '���►�V�Pr•p� 1� � � AND ARE NOT TO of R[�R� Y 1�1 /L OUCEO IN ANY MANNER,EIICIEPT L�""�!✓.5`1" ��lYi � i�t/'I1�/ V I � X1TH THE WRITTEN PERMIS- SION Of MEI. Uti1pEIt. I�'d�L�p h.R�i <Jr1CtR Lt+tiJP��•PlrD /�It�1 SHEET -- ' c7C7',n Olz T1`4& Mlal, D�t•� �Itr►J�IT`(, o!3'f^1tJ,+�.61.� 0.4'YTWE Mor;iFS!er> e N, o, MP.THCD 17/ of ,Erz, JOB NO, 10-ii. ift _ II ,1,1 , � IIIII � � I � � � II IIIIII � IIIII � Til I II � IIII IIIIIII IIIIII � � I � I � � � � � � Il � � � Jill IIS � � � � � I�I � II � III � �I � I � 1 �1� I �� � I � �II ' I � l illiI� l � l SII II11111 111 III IIIIIII NOTE; IF THIS MICROFILMED Dn,\WING IS LESS CLEAR THAN THIS NOTICE, 11' IS DUE TO THE QUALITY Or THE ORIGINAL lZ � Z aT g�I I LrIi.__..�I I II I 8 B L DRAWING. IIIIIIII(IIIIIIIIIIIIII.IIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIiIIIIIIIIIIIIIIIIIiIIIIIIIIII�I� I,,I,IIiIiIIiIIIIII � � Il�l�i III IIIiIIIIIII aI� nl I IIIIIIIIIIiIIIIIiIIIIIIIIIIIIIIIIIIIIiIIllllllllillliillllllllllllllllllllllllllllllllllllllllllllllli IIIIrIII - J UNE 1990 5 Q , N h (Ti I p 0 u W a canes' n �.. 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CHIECKED BY:,.,. =� ' ;'`;• �- 311 I + �CG+GIL to5 N � N�+'J � .+� .�' • 1 ____ I I � L .PEV181 N8 �.3f �;"G+-! � � �.,� ^ �� , ? �, t�, C.�.!Q, ► �4 '� � � � y� iI Q; q�z.5%9� '�C�G. _7 i2l ft OIIi I - TMlN!OQAMINO111 AAf TM!/IIURIITI 01 1 `' .� a•..dLr_, , . ...c.• - �.► C �i ry " / Y CAIN M VUSAITO A A"OC1ATIS, P.C. Y AND ANOT TO N 11INIOOUCID rN AMY MANN1111, [IlCIFT MTTN TM1 I � nJ t.�'. �� •� 1` / , , , �y. w111TTtN►EIMItAIOM IOf Wilk ` NC,...Lvp �� i�/F �'�'� II•I�,L-U Lam- 5HEE 1 '• — JI �� wHltL �:,► . �.11.�. ,��ti►+� `.�?PC.�t�K ►-iC�G K ;..j r r T Printed - E P 2 91980 � I E7�iI }i I G WAL..L. ,�IA1► I a� � i�U� + �,�►_... '�,"""...��I C� '� I�.� � �`rt'/�'11� I�1 � WA L. L "15" OF IS s------ _- - _ _-.__-- -__ _- __ �_ __- -___ �--� T__.__-_i MAC IND -__ _-- �/a II _ It CIT .- �, _.. �_ ___.___.�_.�._-__�_._.r __ _ __ _-._.__.._._. _--...._..._._...._ KENZIE ENGINEER (.� INCORPORATED J08 N0: �4 - G '' 27`x')Z e:i III i�l�i�l ISI I�I ISI III 1 1 III 1�1 I�I'� I III I�I III I`I�1�1 I�1 III I I III IIIIIII 1 I III I, I III I I III III I�I I I I I II I`I III Iii SII PIP r � � l ilii ilii ilio ilii � � � � �- I « r � I �•� � � � lb il � � ilk NOTE: IF THIS MICROFILMED ��— { DRAWING IS LESS CLEAR THAN - THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL g Z Z GZ Z 4Z Z Z Z IZ OZ 6I iv GI t I— T' ITill DRAWING. I,l,, ill �tn11 ,,,, I „I, ,, ,,,, ,,,, , ,,,, ii► 1I►►► 1i► iiiilii1li,,, 11 JUNE 26 h F11990 r 0 C`I r� Cb • U) Li 0 u Wcr a m Z p z - 1 A Z W W Q Ira Q Q, o � Lu CL I ZU zz �rncy W 0 W � 0 tJ� v u, Z o 0 co Q Jr z _4 CJ w40' tl✓ FIN r .. .: o ly- -- - uf u i) c �, � c L,�-��•...','-� �'.. }cid-fir 11 /�� I, - —DATE ----T------ -- -._ �r�� � DRAWN 9Y� 'tom 01, 10 L. �V � - �_ .-_ 1 ��� '�' mac• .CHECKED BY: y EYISI ONS, r i ,yy TN1 Al ORA W INO!AM THt MOMPTr Of MACK1NZ11/AAITO A A990CIAM, P.C. (M/SA l ANO AR!NOTTO11111'11000CCO -�1 IN ANY MAlM1111, 1XC1►T NIT" "a 0 WPITT1N►1NMIp10N OF M/" -'SH—EE1' -G Printed jRff � /`\ �:7 WA L �— 11 t` S EP 1 9 1880 of !)/A4 I� -C1i MACKENZIE ENGINEERING Joe NO i INCORPORATED9 5ZPP -r.✓a r, if Fs"' A,- ' J ,r .,..� a -,:.a. „ _ ,,,......""u--�++� - „, .+..w - _....„�� �•�,.,. ,. M� • � • ...� � .. � ( .ya. ..r r.-. `"gyp j r JPII _.._._. NOTE: If THI7) MicftOfILMED f 1 DRAWING IS LESS CLEAR THAN "— THIS NOTICE, IT IS DUE TO THE QUALI QUALITY OF THE ORIGINAL �ip�<$«<�I�iie. T�i��IIII�9� Z���,I����.��r���I���� Tii�iiliiiQi Ziii�iliiii iii iiliiii ����I���►i T�ii.iliiii tiiiiil�iii ��i�l�iii �iiiliii9�,� 1��1�� �iiiliiii i���liiii iii�li�� ��l���E� itnl��i �ii�li�i� iill 9 DRAWING. ill �iiiliiii 8iilmill' 4 Q 1 t t lE11 ilZ1iiiliiiij�iiri � � UNE 2 �6 X9 9 0 i p� �, ' K � o N 1 1 a U ie 'l ti 1W k -- O < �' + w !' 00 -S` TRANSVERSE EXPANS IQN JOINTS 0 6 2 Az0 - - 4 _ - _ ____ 1 . To be provided at each paint of O I UTI Lo i lr" ' 'jr'R 1110 J_ I tangency of the curb and at Q Z 4 r _ _ _ _ --�--�� -.. .,.;. other locations as required �O'U �" X21-v1{ __---- - �- __ + - - -__.� K-� _ r�•e•C e.UiL "'�. _ C, nl� Wh t maximumof20 feetW w O G to lirui►the spacing to a 40 11 I _ AL Material Material to be premolden N ,.... 1.4 N --.._. .. . -�--�- -- •- ---n-- ----.�� nonextruded material with a cn C4 1,{I_Otl 11 I 1� 1 d 1 •� minimum thickness of 1/2" . W UJO o �t to TRANSVERSE . ..._..-_.._ _ _,..` ,• _ _ _ .__ _ -� j TRANSVERSE CONTRACTION JOINT � ��/� W U c V 2 0 Cc)b 4• _ lSpacing to be not 1 . a - _- _ -- - - i _ .Z _. __. ' more-� than Q Sao 10 fect. - q' Q 3 i - vtL+__ _-_ - Li 46 4L ,, , 2 . Depth of the joint shall be at least one fourth of the C cross-sectional area. m \ I l r. ,' �, c..C,, G..R _ _ ' - �/•4 - G le.U�:�N b D 2O�c.k L�.v It L. I N �� ____ . __J G "_ /�. L ; �`�✓,5v P� %.0 CONCRETE GU h1 Ci�Z� ASO+ ;.. �.-G'�NbiT"' GrJ�.:� !� C�, IGOF�+ A, �' �( (•� ! CONCRETE BRI:A2(ING STRENGTH G ;pQ 4` `*' 1. To be 300 0 psi after � ✓�.�. Q I V, p 2 8 days. �- 12 2 •- a LSU�N�' V I�C.�C,�����L --�-----r------n---- i�G.1.p6ti5. °GII �;;:.'�'hr, („cutJL, 'rG? ,p.•!'►g1�. -;'G �� '� ,. � rL `a � ,,,� Com, C, I-' le. G `�1Y".Yh �w:.G�it�C^ GGUNG�L ' rte TATVf fsCC.�.'f "A,1►k '~ i � w Dry �-' ,-rH 1b � C'!'L., P'' �LP�P�v JG•+.! + - - 5`✓, I'^;�NNC:%.� I + o z -fit ' � 1 1 .__ _ STI '� -.. p K�r✓��.'I.' C-G7NC.► c.. l.�N�. Gt1NGp 5TILI r __,r2 _ ,� . - .- �h C> G MAS•• .�.p �,� uQ , `' 1I W_r° INr-bF_C'ev o �1 I �;' '�./�T��,►.� rad ec �,a.L. }c-LNG- -r G•", A peimit to practice r-i G s�'�S in Dreg= has been ted r E. �i�R �� �'L" "'; [.1►_ �I.�►MsT'th� gran mazy _ Thornton, va]id only !rti SLOP ; y ti lt1I+ V iY until official recti 4 �F,,r X11 t is taken on his - o•G '12� �_1 - --. _ .... s W _ S ��R�+'•papolicatirn for pE Oregon regist.ratian D rt- ----- - r - -- .�__ >.• �� `.i. pi,�. dated April 18, 1980 y j ,•;� . , n,�w --''oP of 'G lrfRly , '� o o - 12' l rte` <�or✓'v�G r'�G l I C 1/41 V_ _ .._.F_ ---- �� ...r► I � �'_ - --- ✓�LJ�..�� .+a. N'.i, G,fi�..7E ` ,' ..✓..�I R� �/ �..� ',� , r �Nw.�;�„0 o N .�` I I `�� O LJ N(7 PIZ LIJ�•FZ� �'`."'' I T�� (= ' 1 1 ..• -rte I ✓ � ��; '�� '� �.-"�'' �. 7 . ', ...- I ► -- I r� 1 % f0 E. ' � , ��.N ����.�. t,•�.. , � �' � Printed . �- - -- 12 C7,�'• � ,�.L.v, 5 C�L�K� SIL _ 12i.�, ;1 121,, 11 1 �I �, �; PTI~ ' ivc.� SEP 2 9 1980 I ;' �8) h✓8'' c� c�,r•L�/, �StJ7�'ON �1 � � � __._._.. K,...-.....,._ _ _ ____._ . __ (t--__._..._.___ _... �,I fD" f_ 12 Qa � I`1. I�• � SPI.iG� � I I�F.1►� dIIIt�GC. 'i+� ?`f'r � ` M..�..__.__._,.• MACKENZIE ENGINEERING ,. P� O!�5, G M�, IBJ Rj. p INCORPORATED �/8� � ,'����, M,Ea, � y � '�T b�:>, i.�T�4T E t71 T'►O N - j'I�`• 1 - Ico.e.t9 Su�•. -- - - �''T' Xb,c I '2� PTL-. fu A�;4, _ �, I 10180 ..f.r �t F r CDN >�LY _ -- T•.�7M r T p _ Ile. AWN BY: o C�HECKED 9Y: Ir/d,LJ�h► - -- _ ' - - G U>Lb - '� + ! GOM�°r►�`1"p K� REVISIONS: 1 p 4 - -_— +►.,�',c.>�- ►c,L _ -f 9 ng CSN. KP V 7�^y 60 (sr.. G"/�L-1/ �T L, LEA.K,D K.A-1 L. u - - y 2 yb �, � - GC�t•JG , G.l�1�f�j - _ pT F� tiC�j D I'o6•r ;�� I Ito CCN.frv. 11�B�n _. _ � � � I!�K�.GfI��T� �•r.l�utal� P�OC7 � �'',r... � `, + - I r �` -�� JL�R.i� ''�,�IL. � ,a►•N�MoK. 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D ii�����ili��i �ii�l�i �Illlllllll Illlliili IIIIIIIII Illilll(I Ililllf II f f illi fll f I(Illfll IIIIIIUI IIIIIIIII I(II+IIIII� �II11 � � �1�� . � I��II�II I�Ilhlll I�Illitl 4 I l�1nl���� 1 � � � I►►il��lll����l�►�► ���li��l� II�II��I��►��I�I►�� �I►II���►�IIIIIIIII�IIIIIIIII IIIIIIUI IIIIIIIII lllllllli Illlrlll , JUNE t 26 1990 , IM O N ti uw -,'-tL'I Z o su s rx Z CL O 04 Z C4 -- -- .,..........,. ..r,.,,,...r.�. W z c 1 1 q c rn CL ow r.r.... ` �... � cid IZ 3: ;5J — -- o CJ_ x- I tit \ 1t 1 L Y - krY a II %L FiN, �► - # ,.•- .., �...,/„1/"�I�i!�� �~��1..^1^'► r 1 r � moi, �.. ► i 5`-� �`�' u► I v ' A6.L- L-f; I�1F-d G i NG �T�L L ,. y ; v I To :✓e . RSCON(. iT•.m Q. 3POO acs O ' i dF 1 I ��,J � '!._..��� V. '�..��- .,,tic:.,}•,''� •�!t�,,�'' ''� . ..�."- \',/� i� ---- � �� � I 11 % ` 1I , •r i ,� G n"'~ < -'rU �� 1 ,: '� "�Gi`•:::I !•� ' �;.''"I.r.-e'�b''; ,1�J1'�. ',c:U ` , , (.1..1 of .04 4 � /6, I I N ' / x. Ai IGk1 f� ..� rV..�/I+.�t. • I :��,/�. /G/ �_Zw ��GdV 7af,?. DATE I � !TG f1 i► I ; i 1 r DRAWN BY: IM, LH c1 E_ CHECKED BY:,,"...., r r x -, � r✓ � � _ I I � '� C� •2 REVISIONS i ✓ 1, t`,...,J ' I G,.N2 - - of 3•u y '' , ri r t 40 C,? It- ,,t �w - '' -- - - - ------ THESE DRAWINGS ARE r"a PROPERTY CM � � N All ND Alli N9T?XCE T WIT" CID Two ` �� i � �.+ I � -(�.� ►K- IN All YAIINIR, [MC!►f WIT" T'N! r }�i . ► r� .fir �r L ' wRITTtN PCRMI I r rnA. " I - � � i1�'C.�R. `i 1•.1�'1�"`'I� -- . • / �,/"r�!,9 AIZ�+I N� G.f�rC�''�.-' � -- - ..o«v - V P•0"'�" csjt ,F6, Awe*4&7'-_ c; vsM , O �t __r ._ - -� Com. ,� -k1T�!Nr..LU��� SHEET Printed !� I Ail i�!NFC'Fc;!'J� �'-'�tG6-C? fie' SIA C-.G, SEP 2 9 1980 1 iI 1' r i.�. . '... --.r* ��-, ' A N L " ..�'' MACKENZIE ENGINEERINr - _�l I G f� Lr L f L. , C� , U , S..;�,�... ...��C, I 1 V 7" l I�,1 G W�t L. of ,� INCORPORATED JOB NO' e �) II 11 �J�4 11 „w• �r ./`111 ��4 27`�'�6L� ` ! 111+111 Iil' ! 11 !� ili(i i(ill i i(iIi(i iliir 1 Illllll lllllll il!Ii�i hiliI 1 Illllll dill i ili�ili i1iI-iI-1� Il�llll hili L-i =1a� i i�i�ili i�wlili{i�(i 1 lllllll 111 111 Illllll 111 1 I � �._._ _ rl j I I I I lb 11 I NOTE: IF THIS MICROFILMED _- DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ -- -- — — - THE QUALITY OF THE ORIGINAL £ Z 8Z LZ Z SZ Z Z Z TZ Z Bt I G-� j T L �'1I I I l 1T 76111111111�111 DRAWIhK;. I {�i►III► III�I I IIIIIII'��I i1 I Till lllllllll 111111111 IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII II IIIIILIIIIIIIII IIIIIIIILri �►►,IIIIIIIIIIII IIIIIIIII IIIIIIIII �!1 IIIIIIII 1111111 i VIII t ' 0 ­--"&� 1 4 r UNE 26 19 9 .r . ri�r��..�y., x.... ��i�S.,rt �"�"19i,k��t',�Ik,.. �' -� _air...-._. t _ __ . _ ... .. _ _._ _. _ _.�._....__._......_..._•... .,.r.y....._..,._.__..r a..,...,t�.i..�s�.+,r_vwrK,.. � .......rw.na�.... _,...._ _ .-. _-...,..�.,...w�.......+... .«. ..v..y„ . � .. .... � IIIA ,. S4..y:C, �:: .iW ._c✓ IfA•.� '" - :W r 0 N ti Z 0 � � W W ar .�.. 40 CL Z O a -K co to h o uj W 0 � 4 0 N04 a � � r cNv 2 � w OW H M N 0 to (na a: m (/ W U c 2 0 i ( ra v 0) I V i V I 1 FIN, -� GRAC;F. -El" -0I� L , r= i , Z X Qc� . ..� - O ' 1 C J DATE �, ;✓t t ��:�-G - DRAWN BY, l'..,.t i %. w �/ CHECKED_ BY: y =c._,c.. i � C2) ���'' 2 .�'�••. � �� gip.,, �i/EV OS(ON� ` t 1 TM!•t DRAWINGS Alli TN[PROPERTY Of t I10ACKIN711/tAITO • AMOCIATIS. PC IN MUCIED /ANY ANO MAWAR,T VXCIPT TO 01 WITT" TM[ WR1TT[N PlRMIWION 01 M/1A. l� �� + ._SHEET_--------- --"------ Printed SEP 2 91880 OF IS MACKENZIE ENGINEERING Mpg N0� , INCORPORATED 2793Ze ti _ . _ .. _ ,�...► � � ., � , iii iii i �ili �i i � ili �i i�ili i i � ili � iIi'af� i I f THIS MICROFILMED i NOTE: 1 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO -- --- - - - - � -- THE QUALITY OF THE ORIGINAL E Z Z LZ Z 4Z Z Z Z jZ Z �i Gj l iDRAWING. I, 1116TI 1iull� f NJUE 26 � l 990 I 1 it t � p oCYCIDz Us it0 • 1� C-, }� ?- S TRANSVERSE EXPANSION JOINTS O 1. To be provided at each point of '� _ --� yTIL.iT•`� 5Te;I`' -- --- r•, -crr ,� tangency of the curb and at Q a t • J. ---- - ---- �_ . ._ other Locations as required N p C, trop to limiwt the spacing to a cr 4w i I maximum of 20 feet � W O (' - URhJ �1 ' ''r' ;� ,�� �.; ,r.Y -,�. It; 4 ! �! , Material to be premolded N ,..,. cv nonextruded material with a � � a ;.I minimum thickness of 1/2" . � TRANSVERSE CONTRACTION JOINT W V C � r v ( .� �o c� 1 . Spacing to be not more tha.A Q I m n _ 4- - DLI G G , �'LG � 10 feet. V �L. - ------__ _ = c �'` 2 . Depth of the joint shall be at y d•.. _ }a,OACJ /L I ; least one fourth of the c�UG, s!DE L .I. �•, - ' -� cross-sectional area. _ + G/ C.• C �l C.IZ �"*' - � �G �� 4 L. GUN b '('I G N s �, - - I► GLAD ISG, '� 1 � � �%I c„ c?al,�l r `�. � CONCRETE BREAKING STRENGTH A�� � �Jp f�� , ; C� GO fJ r,.,2I:T� __ _�.._--- � - � -r' , � I Ll�U �L.QG k. . G!ZU„N ��.,/C1/�L � L G ►� �N cJ � p"- 1. To be 3000 psi after 28 days . 'it ro? C�1 G. G G'�:�` `!Eal =DU.D t•�!I�G� CG UWC.I L ?' �TAT I vE �+CL.�4A�►k . Ir.► i✓, ;�, �J - r.`Y" /.0 i �.w/ 2 � i�' �V -, ';;;, ` '✓ I O I r / L..I�-, � r U / , (� i+• �� `� I M1"••�„ f•.- 1 I i7." U ° ., V'^Li �"�.� ✓M7 1" 'ir I"-`±-----�- II M,Ir•� vKc�-r _._l TH � �Io�O 1.� JOI►.! I _ ._ Ilk Ill + Iol o 1L ccs. c-2N P. �- ` UTILITY ' f - ---- -- - _ 1 •O �- I-p *•Tol aItit".:- of L4�! V ;t-�.�fJ -r i �.y' A perntiit to prac,-t.ioe 'A5'"'M G�{1 S an Oregon has been - �r E �jr STS; -yP,i c� --,A I-iC�►- �+ '¢'LII ' k granted Gai-}� E. id !¢15G," Thornti n, val id only until official acti re — s i� takes on his d.. r .M h.Or L 'I f N'!;R -Gi application for (T .....� - - - - -1 cN = F., �f x� h+ '' of - _�. --- �. _ Or r istratirn ._._ datied Aprrii.l 18, 1980 -- t. ...... ..... 1 '�: '', A j F C.�� G© I I � ✓ �V I I+� � � �1rr �r/'�`,I J ✓ I i�~I ``I � � ✓ fir./ 1 '!�` ' +"'•r "" ' �� •.'i 1 �� �` ���� I� 1 f � � p, ,.,�.' :;.�►.� pt .N I�c.�1. . ,,�L � , I I �ci rued 1 -o _--I _ I -- _ dp It I lI I c► I I+ A, ,4ti'I t•J <j • l,O C P SEP � 9 19$4 ID IS D'T�- IOP ; MACKENZIE ENGINEERING < i cg) ti/a�' � (�/►•i..�/, 6U770N N�.t� I _I y !7!IiI�G��. it u j ! INCORPOIZATEC ' '• , f1. ra SPLIG� I'f.NG7 �Sa 'T (r, I ! __ _r.ItJ �R,° L� -- - -- •" PTL., IDAT ,� _ SI!l.�c, rW pit► ©RIE, G I-�•, '• - ' ---- �i/b Il � U�►_�/, M,�, �- 4•"!'Cy�, C.�T�6T Et�I T I ON �- � �� `" -� -- .� Sv . � __ ti Et•lSLR L r ' B POT 8�c 8 V. !c -�`I n� !�'OS-r � 7M��? Ep ,� Di�A -N N I X" CHECKS D BY:-- -- REVISIONS Cl � • - -- -_ * q 2 SGL L -_-----_•" 9 /q�La�N �Ir V 7 �"1/'K'' R I l2 (0^, OA.L.:V �T I, C1 Lid.�.C) ter► I L. - p'� 6 � ' ' •-� � 1 I ,L i ? _ _.._..__ -- -_.... �- 6 P r- p cxvT I�I�/►•c.k1i'T', �N GI-I OI'R �"Cy© �C H oR- ' bo E A%W Pt• CmL acvo�! •- --- GoM rA�TF r v uA � I�I L F_N r� C A-.F'�t ' ; I I�X7�"f�i LJ rd-rT�p t�o1.T �ICL.E�r � L f-Ir'•PTtK. L,hTIE'�T Iry I•TI N ac _ __ _ INS-r�• l•,p►TfUN Tv G©r•► F� RM To II II �i �� THESE DRAWIN(b! AMP TNR I ��/�,,/ (.�► �r L �} �' � 2'o II �!/SII ���', ihryG11C/'„ PROPERTY OF MACKENZtF. /;0- P "•_"+J- +�y ( INFtRINO INC( MPORATED �Ifa� AND ARE NOT t0 BE w601 I r M �yy/— "►ry �• DUCED IN ANY MANNER.11XCRP7 `���iT �.,! I ! V , r/i'V� V •yWITH TME WRITTEN ERMIt I 91DN OF MEI. ' I UNCJEK. PES AR .S I)r�C�i�. L,t• +PED ,a,lc ., i SHL'ET °b f `1�� % FE Is F E Wt. ''CJ ; q�=J'¢> C�oz ©K THF. M A*<, :)K`(' OE hJ��I T YI C�IYf�►I r\l I.E I,I� C Wy THE MOr�Il�f�r� .�►•.�� �,"';C�, 0�''NrD I l...J �..,,/ V 1../ I ` -" VT I 4.r� �► `� L ► ` 1�,.. 1E• Imo.. G "� � ' 'Y (� I !✓ ; �„ �L../ "1 I"� \,/ F JON NO: MMWW . _ J .. � • .. 1 � �" "�' '...sw -. - Mw.. - ....._. ...»..,s-n,.,� , . w. +•..rrr,+.r+r.., .++Yl1YYrrYAAw .rr.. ..dMSMrr,..--w----- ' III Iit III III SII III III III SII III IIi I I III III III III III III III III III III VIII ! III III III iI ! ! II ! � ! !II ! I ! I I1!�I`I I ! IIw III iI.11iI-I III ! � ! II ! IIII III III VIII I � -r __. _.. * j 1I ( Z ( I � 4I + ( 5 I �_ I . I (• - 'T {I NOTE: IF THIS MICROFILMED — —-I I DRAWfN[, IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO __ _ THE QUALITY OF THE ORIGINAL L Ty T tE Z DRAWING, tE Z 1dZ LZ Z 4Z Z iGZ Z 1Z Z fit l IIII lllllllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII�IIIIIIIiI IIIIIIII' illl�lil II rll'lll i I I I �III� � ,' , i , , I I I IIIIIIII+ �, IIII��II II IIIIII IIIIIII I ) If11111I11 II ! I IIIIIIIII IIII�1�11 .II►I��II IIIIIIIII Iilllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIII IIIIIIIII IIIIIIIII IIIIIIII JUNE 19 l k� .r, r O cv I- aII 39•tip a rte'.©� i ► CC W i - C. z O ----- '°�' 4 o 171 — ------- `� 0 IX LIU U; CL cb Z Z C4 ty 4F,4 p mg Z o ------t-- - --- – _ _ ca Q 0 i�50 0 O tJ_ 11 1 W i - # 1 >' -- FIN• �1 1 I �� ' " lo 'l 21-p n GRADE tZ �'- ll1 � .- r ,� �. I J W 11..1 vFa.�T z _ C2� tl 1 ! .�. I d I c 3. — -- .�L gAPM 1� -''{•. -� T.+ .rrte� ! � + Tr_,, 1./r_ '•� ti r".'.t ' % ,.w:' Y +•.�� V lLC , �Ur' ���r _J,,,..1� � fr . ,� -� � �L. .� fL C l/�l..•� �" r1 •-' i C ♦ -- —vice• �rMC.�v �+r ��••� ' I C } �' ' I - -� _- 111 • �.G��c� '��T� t` �;p�;- �I 2 c.+� LN&-f H ,� 7' ice,C .7 I ✓++ M i h• c -�.•� y t r _.,� L+ 'Y'�..+'a..1+:,a!•►I� y \ 'f� �� • _ 'rr< ...w \;1 _ Via, 4 +, '-"•...�.+—. cl ` ` r".• �� r��..1.. r � `; . 111 _ '=E, �,•2 • `r' �, -'rte•���� �.'�.ti.: �'' �' � �`�� �''� 'k.'.�-..►,.."�`�=�•1�. TG- L..�..►..� i•�iC�K. � t .0K'. ...•U th I 11.1 IG!., c' OF N 60 �� I � �Ct ✓ ry'ai t5L '� ��L � I .: . �- .. '�� W i v'.a '�a7 ,�:' /� A I E X I9T•f t`G .=., I y� �X �Tlf -Mrd{( `� ♦� ` �.:•/J �'�..,iV C, rd 4i!� { l At- 11 �•;w1 " a II G +Tci ( GI '� ►'�IF.••S... ��irr. %V� t. r '?"E�►'`'_ � 1 �-(o �.. ,� /v , �� ,�W,-r � '�GR'�E..I�J �, IG•G '`�, `�'., �%(• ��• • 1 DATE 0�125 4!� +I '' I DRAWN BY: , LO LZLH _ - - - -- 7 (�,-Q(i' �% +�r �Jc, CHECKED BY: r _ f� !' �~C 1� I `fir✓ �l � � � � IJ F.I�I I � ,� REVISIONS: - JIL `1 ''• ,,. I � � I _' -. :� ARE TY QI r>rE of TMl PROPIR MACKI t"170 A AGSOCAATEi• P.0 ANO Alli MOT TO q II1N1000ClD d IN ANY MANNIQ, EXCEPT WITH TWE 01 M/lA. i l�dT ;h+Gt,U:ilr ' : A�•+ hc L' -, K ,� 1� Cc �/fF,}� _ - r � fin � r. -- , - � � •""'.,1f 4.kr•I' !f�IC.L(,�G�>�. SHEET I � '�• `� �+ '�.G• ..rte I•Jh,�. �r � 1 �?p•�}.JC.�1�►.12 D acv K. l�.i r�tZ.�. I �., ri Med ' If eINKC,��c;riG 5FACEI) it til` o.c.. _ _.___ _ .�1. ' ' `' `J1980 I N w'��..l... Av11 Lr o i�'U �,' �- ,' ..� .!�„� I � T/� I �,,,� WA L �,., MACKENZIE ENGINEERING QF Ira INC) PORATE I 'Q 3/4 I _ I .. I I ------ JOB N0' 27'•i'�Z b =fir " 1 __.Li.r - .;$ • ,�, .ii►+w y.+Lu.. r ! ' r I IiI III I�I I I III III IIII I III III IIP I I III 1 I III 1 111! I I I(I 1II II1 I ! II! I I I'I I III 1 I I I�I 1 I I(I 1 I i i 41 [1[111I III I I I I I I ( I I• ,NOTE: iF THIS MICROFILMEDI 9//// CCC��� J IIIJJJ 1 DRAWING IS LESS CLEAR THAN ---___- _ _I ._-____ -- — -- _ ---- — �_�, IS NOTICE. IT IS DUE TO I,1 THE QUALITY OF THE ORIGINAL — �161 _ - - r,` DRAW ING. £ @ Z Z L L Z 4 Z L L L t Z Z [ Lt i it >r t t i 1 i 6 1L—�9 v ► £ ZIIII11111111111111111111111 NI1111111111111 IN111lI 111111N I11111i111111111111111111 II11111111t1 i�l�,II 111111111 IIIlI11N IIIIIIIN IUIIII I�nillllllil i I III I lillllil (i11111111111111i111111�111I II(IIIIIIIIIfI�IIlflllillll11�111111.II fIfIJI1111111111111111�1111 ;�, • i JUNE MMEWSM 26 1990 + •�v.-..anw:..,.nWw.....+.�c•^�wAw^vu,c7N6.,.,q•+.r�'rS'wrlii'. �i 'a 1S�AA` � ., i�Ma n, dA.t +q. r� 41 y. a N N z r N 0 a o u W UJ X r Z O z r � z z w uj ~ o W Q O a, Za i . v Z u Z �' N Z � W OLLI u.u. 0 Vf O `n ca v °� C� c - \ V t L - Q Q Um a ou l o - d , ,1 r v �C FIN, �r fu Im Ge�D� le rr ty � U1 l l • ---. Q. ll E x -:T,PSG Y+, DATE , ? - -top r D�AwH eBY- L N C) y [ .,11,E ;v� 1 CHECKED BY: ' r' Ik �EVISIONS! i, Ar 1 `3 / ' - -- ^ MACKINZ1211AITO • A"M.IATIA, I.0 '�' -Gj.��:. ' D�• �� THIN DRAWINGS ARE THE PRO"MTV Of awk (MM)AND ARE NOT TO R R[MOOUCIC IN ANY MANNIR, Iuq'T or" TNI IYRITTIN►[RMI6610N Of M,1A. rinted "T a� f� ! i � � � � 11 I) 1 � 11 1 ,�+� � f� ►.... G SEP291980 i�rr� r��.r��i� • r ��� �12 _ _ _ .._- --. ---�_._._ ___._ __.A__.__` __ MAcKENzIE FrjclrvFE►tl _-- - __- __ _��--�_..��_�11 .� ___._ ___ _ of INcoi,TO�FZATFp JOB NO: 27q 32C� , v8 �!d�'','si I4 " , �'' 'r�1 � j:..:.�.. ' _ � ' u. 'mitt.. -. �iM� :.aR� "�$' _ � • . v. 1 , 111 111 1I1 � I1 1! 1 1I1 1I1 1i1 1I1 1I1 � 1I1 r 1 1i1 1I1 lil IIi 1I � 1I1 1I1 iii i � 1 1I1 1I1 1 1 IIS SII � iili 1 til iii IIS 1 i 1 i i i ill iii ISIi�;;I 1 � Ip �� � 1 ib 11 � I ` 1 NOTE: IF THIS MICROFILMED DRAWL I L - -.1�— ..----- �---- - L ------- -1---- - ---..�----�- i NG S LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF fHE ORIGINAL �� DRAWING. III (�IIIIIII IIIII�III IIII��III �I�• I � 1 ���� 1 lu i ill iiiilif�i �� n � iiiiliiiili�iiliiii iiiiliiii iii�liiii i�iiliili iiiili�iilii�ili�ii I�iilii�i iiiililil ►ililiiil iiillliii iiii�ii E . JUNE 1990 ,., - _,_..: .........,....,..s.. x,.r,..n..wr....�.�..,w, drop. —..�•-�.__... _. wrwnrr�nl+►rrwMwrww�awarrlr I o N 2 /'�• () o I ¢ CL 0 S 20 25 45 E 32.08 Q Z �y AWL Qa , N 78 15 35 E 57. 17 W r W o ery �• ��G N Q " r � Q p'G` e9 ag W U W Oo 00 oa t f., PHASE II I ' 0000, r All" \ oi �! h I r, tP a.•dtiv �•J ,�/r(• . C't- �., �, - _,.--fir./ � � � to, eol or V ILA- 40 hti y y I ` 6 , � olp I f. -0 0 G& IP7 , A Ij OIG.. +/ V, I Gy / a `� � Gtr 14•?>; C4 \ �_Il 1 — � � , u 3_ E 534.58 - _� r. ' / �� ��, Y� ` \ j- \ ---- — PHASE ii — ,a3 07 03 __ _ � ._%. Ir `40 A 77. 1(V J (; 1 - - 1 r►r 777007,"7. ' I � T ,=A.", '.� • _�'• �_ ---• - I _. G,-.. - `��`�\ _ - - T G5 4- -7 � �■rt - k 1-' f✓, � \ - '¢I'�' -- - \ i i �� _ 2 G�GCpG�%Ca.EeSy 0"0o3C0 NIX�Jr� • doy d Y� r / ,• r,,.aS- !'/ �,/ U__ -Cc ��` �L, ,ti 7 vJ' �� r \ i `�2�� - /+'\ yd r I \ - � ! � i; - - F;rJ. V �, � x' .r � r r l 1 , � � � �. / f \ • \ �Cll s t r _ `� r• a.L�, j / _ � � I � r'„Y� - ' Z S. CO '� r3^.O "_� � �+..�- (�'ll A e!-. _�- �. �i� �. �.,-�-•- 4 �> ` I o�'�Sr I r i I' / '�\ � s ` �+5 fa'��i- �1. ♦ ^\ ,6 151 o - ISz, oi _ / / C2 +�,� - I r;4.7 6 0110 r A . �, �I N a - I I - / ��!y'.CJ I (r; 1..,� rQ ' / \ ♦ \ �\,/ _ 1�'r �.r� \ Y \ _ I\ S , Li !ra► I� 1 � ILL ! C. pU ' V1 y� I] — -- n rP' p� d-� 2 r? t til (' f i �f \ F I � I(i” � p,,,� � '"�� `� - r {�, �✓L'ay .�� / 'f! ` � .....� �j I'7•'j.�.�7 /2 \ ZI c rJ F— -f.�►-l�t,C 1 �` �/ / / ] '1 E' l,�j� �• ' 7 \1 , , /% / // i' r `• z' to 3 / Y ' '• V �-.l �l.c � . _ ' �1 ! VQ .w.�,'�/ ,5g I r,CJ •� _1 ►--�-_.^.. / f I`(�7� _ �/�� I,�Z ,I' ��` �` 14 G ,/� , .. ',I � r - � � / I o — f V Zr� A pemdi to T'l ac(ioe Y J Y in Oregon his began 1 } f + 0 x II II1 �;5• \ r _ � yranhcGary F.G 1. Thornton, \y valid only `...••� _ t}. � 6 s:-•� x -�•• � - - �__-..____. / � � � c r �\ � until official action 1 I ''1 W '~^ f y 'i► r ' Y `� :ro 27. is taken on his O , -,.� [ 3 ' ' 4'i •, 55 _ c c' Wil•""`. r . 1, / / �- R �' ` I.� �`.I a�JD1i:�atiQ1 for I N` \ ,,t� # _.... ' Z 0 or l r •istlatim Z Z ' 'I 1 • k `� \ v, / r/r ' &A.M April 18, 19EC1. 74 I DMOM f- ,-^ ,' -. ' ---- Aa•.r�-- �_�. �' rr �. ` (. \. .. I, .zz cc 151,5 �� ' N am 400, + ` �.► I A 1�G / a dam, _ - - _ /\ `. �� \ ;�.r '�.` r - --` .0 I is L �_. I �/,i• \\, , ! �'OIoC iI Off/ N 80 3g J - - r p E I = 1 - r " i `t `� " DATE 56 W 664. 54OR I-6AS ONLY' IE�17 _ � ' � / �. � '4 _,x �. -• D11AW N drs • '-...+., 1? Gf- I 1 �,r 1.! �� l- �rtrw 4 tit-, CK.CKED BY: N112 _ AAs {u 82 53 40 W K ........ + ter.�S `".ASI ITA>i t' ".LR VV1�. F .:"' 4. 'r r t��' •, .Er,�r .1..1. ...... 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I . ._ / r �,r .7 4-- , Ic l-�r � \ r A permit 'o ri1 ac't•.ioe Y �' %''_:. __� _ in Orecpn has bc-An (� I' ! ✓ 31 ' i� ' i �� x grant6d Gary E.+ Thornton, valid only. 1� W J{ I until official actim ` ao - j is taken on his `` 1 N 7 ' " �- - +�- �'� �`'� .+''.r.G.:� x r (" 1. �A ` \ \ ! . l�a1,5 _ LG ��,I! 3p[Jlicat irn for ce, .,,...� _:�- {p► 2 f �•�. -� r =`'�..L... Ike /) U �_. Y., ,ra2.5 �CjO Oregon reyist.,tim Q J c M, n �` _ I�.'�.9 S \k `�. / \- .y f ♦ „� dated April 18, 1960. tv I - - fl _ � ,� �r � ' t - -� � __ . / • , G'/`, rr ,•L rI \ /'.�i \ t /� � cY � y;� s ���' '� ' \\\\� x 4- 1 ' .l' j - - I - �"� - '►r�r f.� I ,g \ / ' r,, 1 ks�1.- ���'I,�j - 1 ` f ly Now l GXIS Ce C —� �4'' - r'• •..♦,� �. r I�G,Jy r,' Y� } ti:`l 7`13 4- ISIS 4-0 MIND ANN* oft — — Am - ^� ti -� ��! I -r• ./1 ,.. !r...cb '. I' l' -L OATF �.• r," '� :.� rJ enc N 80 39 sg - rOR r�L�VE I ONLY �I�LJ� 1 -�_.�_._ �� _ I cx ' -� L h ( ----- - '� _-___ _/ •I- �/ ` ` '�' ¢y "' `x __"c �-, DRAWN BY: ►.r���..► ` �-- CHECKED BY: r I ■rte REVISIONS Iwo 00Y --- - - ---_.__�,•___--__.���I >c � � ..—. ._ --- A ..� -•--_ __-___ .._`•"'._.. _ —._____--- IES� Co.v,f �A\i \ 5_5 "-•— _.__-___ (°"��- fLK. ' ` GU I I .... —RAN .... ..r. WORSE � ., N82 53 40 W 2 989. Q! 4krk a��NA A� --,8 `--vNITARY �EWrK E �, 5 , C�V. Ix.11.�+ ..■r..As r ►V WATER G " `C M H, rH2 (M•/AIA NOANINOTTOHArMOO: 111TO A Al/OC1AT2 t ,pts Al ONAW1*0l ARE TNN 0"006:'VACKFN211,A �I •(r te— �� _ r'NIYT[N►(NrIIAION Of MIA i I�i1ClEr M`(GR•otiT 9�Zgjci. �� -$MEET I Printed S E P 2 9 1980 MACKENZIE ENGINEERING OF INCORPORATED SpA NO' ` 0 IL r i h / � t Z ./ N 'I Od WE CL a r S 20 25 45 E 32.0f Q a r N 78 1 5 35 E X7.17 W 1'� w ?e� Z � �yaa WU W , 0 CL V W ad / lU LM o 00 •� %0 �Vt; t �U� PHASE II �i Iii / t- , / ' ,gyp 1 o,©, -'• '\�, " ,,- 19 46 • .. 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'/i \ .1�1t _ \ 15 5 Thornton, valid only N I ... x'- • / ) _ 7 � jj�.� � + _ � ' �,—• .. _ '�� _ / / "-Jt "'`� t.`� � \ X7, ,�,r.�l official actionf5is tahil on his O / \ I• ,G %rte a 1 i cat icn for �. 1 - r�', t \ r,U ,•<' X152:5 _ �` 0 Orc an r istratirn z Nil f s � t.1 1 - .�i /10,0 �, r 'I dated April 18•, 1960. ,. i m r,,Iim � E) - \4 t -•ter. f Ex ., G eNil �- G�1i i RaftA ! J� - - � F G � \�� \ � .2.8 � ' T Iwo '„ - ...r'--" _ _ .--,. -- - _I!v• \ --- .tee..._ r �I� "► r -+ 1 � ' � \-< / / �'�' �a - ? T Jql 1-7 r �� _ �_-•G ° d +... ,5 'Z'n I 's: i.7 �%1 4 � I , 0 .. '�..,' i '�' • � s !' � T I _ ..tel-. _ SIN. lw -��''K N 80 39 b8 VY664. 54 --- �Or2 Pl WSF 1 oN�`f FIEI►7 �- ♦ 4 N �. r� -s, DATA VIS 8 Q4, 54 — f M-71J L 3/F'B r ------ % ;' I..0 \ e 3 1 ..� .. DRAWN BY: •.' CHECKED BY: -Vol on p/ __ o EVISIONS: Raw r+Z ---�m�55 - — �' - 45 R N 1.. U. .�L., .. �.�� `.-ye•NITY �:.'�wEK 82 53 40 W 969. 66 ��,%45' I/ ,° _-Illill .s c7 41 •Nt/tDNANINOEARE TVI .ADN.' snood= rIRE rl"rhKANT ��RE'a,, ��,._ Att00M'1eR,< (NSA AND ARENOttOtlAfMM ``p YACAtNj1E'EAIiD E l. t, y C>►lJf�.l.' • P _ NI ANY MAMMA t.Ctr• A"•• i 'L Io«Orr u t � , SHEET Panted SEP g 1980 AC CoR ORArC0 a1NG sae a.Joe W. '04, �"�C " A N4? 4:�,�ar_`-'wI rrr*.r -- - S 20 25 45 E 32.08 ' - N T$ 15 35 E 57. 17 '1 1✓�fL.a/�+G� ,�A.IG� ,�?E.TEN>iGVN �Ivv ree='G- � ♦ ' 10 .C.�/..,j A5ALit'L4Vt//LA ly}"- ! ya` GAL .' ll!,. *'6 tc1 \� / - Ip•-V \ .ST�G�'ET T,�EE• ANU PAi�z,r,.Jn-G,. /9,�acA / z(P V'T , �` 6 Q� \� Q ufrzGus. SO,e�At,r4c Ac • r x�-ta e)g�y2KNTO/�l AlC'N[� 7-V&&• 7 �O -L, VAS'♦ ate Ill/l G. Jf'+ i%x' GAG ti M � �ieAx)A/US VAIN, MA HAGC. S�Er�1 5 A4- lyZ c��• /3- ,2� ���� / �, /� G ..STAA/C>Ae� kJ�[_L �,e,+aNLNG,C7 Z5' ®- w , G 00 ! 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