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11745 SW PACIFIC HIGHWAY-7 r A ILI] TIGARD OREGON.,L jr JabWESTWWD COF110RATION Ell°Q She,111 0 PROJECT TEAM DRAWING INDEX SI'D'E/BUILDING STATISTICS OWNER Ted L. >'ilial' D :OVER SHEET JURISDICTION: CITY OF TIGARD BUILDING (Livivg Trust) CIVIL CONSTRUCTION 3030 S.W. Mnody ADDRESS: 11145 Stu PACIFIC HIGHWAY TYPE: 5N CONSTRUCTION Portland, OR 97201-4897 I C-1 EXISTING SITE PLAN TIGARD, OREGON 97223 (5'13) 222-2000 C-2 GRADING PLAN/EROSION CONTROL OCCUPANCY (503) 273-021"i C-3 SITE UTILITY PLAN TAX MAP: 15136 CD-01000 C-4 UTILITY DETAILS (EAST OF GM TRAINING CENTER) TYPE' 52 GENERAL Westwood Construction Company C-5 EROSION CONTROL DETAILS ZONING: Cb. 3030 S.W. Mood SEISMIC-3 CONTRACTOR 3030 OR 97201-4897 STRITCTURAL ZONE: I-STORY BUILD NG/AUTOMATIC SPRINKLER SYSTEM (503) 222-2000 i S-1 FOUNDATION LOT SIZE: 101,191 SF. / 2.41 AGES Fax: (503) 270-0220 S-? ROOF FRAMING PLAN LANDSCAr E: REQUIRED: 15q° OF LOT COVERAGE S-4 DETAILS S-3 DETAILS BUILDING SIZE: 32380 SF. ACTUAL: 11.5% OF LOT COVERAGE ARCHITFCT Jon R. .ltirgens & Associates S-5 DETAILS Cornell oaks/The Commons Building SET BACKS: FRONT: 0 FEET BUILDING MAXIMUM: 45 FEET HIGH AFF. 15455 N.W. Greenbrier Parkway, Suite 260 ARCHITECTURAL SIDE: © FEET HEIGHT: ACTUAL: 32 FEET HIGH AFF. Beaverton, OR 91006 A-1 SITE PLAN RnAR 20 FEET CLEAR LANDSCAPED (503) 690-1779 A-2 SITZ DETAILS BUFFER AT TAX LOT "500 Fax: (503) 690-091" A-3 FLOOR PLAN PARKING: 116 STALLS (INCLUDING 5 HANDICAP SFQCES) A-4 ROnF PLAN &. DETAILS Berry—Nordling Nordlill Engineers A-5 (NOT USED) HtIRLL&K STRUCTURAL yc e g .� �p a n 1 /O1 SE Meller St. -'[rfni' �� P- C (fcl Nl M W •T `N-- 11 C !T v[Rtw.r,, ENGINEER A-8 PARTIAL INTERIOR FLOOR PLANS &, INTERIOR EL.EVg. , ,F,, A T ME TZ ER o LAN �K1ns 1�ortland, OR 97202 A-7 REFLECTED CEILING PLAN ' P `( - - / (50:3) '�31-0717 A-8 EXTERIOR ELEVATIONS e a��, (t ^� MAPLE( ; MAPLES [ a InA �•,. 61 I L U U<<�- II �1.:.��1` ll_:.(�`li !/�'�u .� .,� � U LUV S !!' RL-, hg11.0,�.UIDEL, A^ •�' ! vy Z d m c I L. I r- II• P Mu " i..� n (' I ' (�) ( ~ ` r" Fax: (502) 231-0718 A-S BUILDING b. WALL SECTIONS �H, ,� Fwr OAK a ST DA „ ,i- ,-.„r- . PAIR �� L:U�J U V,i�A,l!.d `0' IU ��.�.cU�!(�MY A-10 WALL SECTIONS &. DETAILS ~ �,� , P,- - a:~. x�a A A-11 DETAILS r NAUYL 9ffwi SPRUCE = - 51 I 1 a e^ —Vico V/1TG1_ I A V G�V9f. Mitchell, Nelson, Welborn, Rellnanll T i yr ,,Opn sT �, ° a m A`� CIVIL - � ��I � ti. w�a�Jrr:�T ��>IAr�U,�.., � ' 233 SW Front t Ave. A-12 SCHEDULES `°' -°` , . a 1 T, W rI ENGINEER .,Sw NOR 8, 1KDTA ~� a n 1! a ^ �*`` 1 � NJ�IwYLd.I1=t: v=l�IrvlYvJrl .�7roGL �r�...��;a�l C:IFlalf ZiccA r� ;JAL, A 1 - ST J I l •�•,nf.nl lNf n ( h , I.. Portland, OR 97204 MA+;F, 4 � \1 .A. j/ PALLAYCr- ' ' 2 f' r.Ifn'f ®URLCgEST DR ^ ,,, - P -PFA FI_ ST V I / ot.la( (503) 2'S-0822 MECHANICAL - 1� a j 1 r t ..,.,y, 4� 1 c DATL:0 12-�Jq;-a3. F „L A V ♦ a L WIS d - 1 \ a B 1r �JIS T 1 Q4N.TI,L,M N' Fax: (503) 273-8353 = �SW TIGARD ST W I ` TA� M-1 FLOOR PLAN--HVAC . T E L N•ry 1 I D.INALL ��,, y-o ieW P, fT T L. . w► q — ,. a�TYPICAL LICA+�312 DRAWINGS i^ °' " � °°�.i:ua..`a .r L. • �, \'+ay ' �,1IMULTN LANDSCAPING y PLUMBING - ` •" '` I �rK i' )-u'3 AND DRAWINICi L-4, DAT ✓ Chris Fresl>.le Landscaping Lrnn rY 'r d"�V ,a*Ma TI �f a� r 1020 SW Taylor �'T f► .� �, . . " s LLMK Ci�.CK.Q ns ,- P-1 WATER/SANITARY SEWER CONNECTION AN,,, r� '°°�""'°'t�: " � �.(C N "•J�` Nr r r' a A Portland, OR 97205 b °� `�\ Ali. ATTACHMENT 1, GATED LETTER TO 401ELIFE--IN PR�JEG" "Tr11\L.+� P-2 ISOMETRIC/RISER DIAGRAM IIr[TrFI = tNR(!L$T ;r j Aylfr," LDR R(50:3) -22-9881 Vefln STMKI_ I Y i5I eG 4r ''K�"rf you R o � �� -^••• €NaT - �'•� hr ✓i.' ,fit. ? i ^ t S. ATTAI:V�IIIV�ILWT A, Ii�ATED 1-:31-64. (ACCESS AGREE`1ENT PER C.D.OT 7T.�TF ELECTRICAL FON ',- aP� o-r �, j��R y I( N"�� REVIEW--IN PIQCJECT MANUAL) _,. t GEOTECHNICAL r r 1 ^' ..0 ,or „A KD �. 'S. CgfSTVIEW -lWi► 1 - Q �r�OTFCHNICAL RI. A(TRA Inc, E-1 SITE ELECTRICAL 1 C `1�217N pr . A r _� ��•C KRr Ol 110 ,—�S \ twAL \ L 7401) SW Tech C'enler Drive 135 E-2 POWER FLOOR PLAN ° o�.,, „ff "� * '^ 111,V ST � ENGINEER �' . ,..1 n z ..�► .� �o.T� •�� . J ` i Portland` Oft 97'23-8024 E-3 LIGHTRJG PLAN VICINITY MAP LA t (503) 63,)-;311(0 E-4 FIRE ALARM FLOOR PLAN Fax: (503) 620-7f:9'? " 6 1 oeu T ) TRAFFIC Kittleson & Associates LANDSCAPE — Er�GINEER 610 SW Alder -- Suite700 L-1 PLANTING PLAN "" ENS — - - (5U3Port]01228-0,52�3097�05 l-2 IRRIGATION PLAN J ON JTt I ' T J 1�T Q ,� OCIATES DATE ISSUED:1 �L 1L \J �(,, F Fax: (503) 27,3-1316;) SPRINKLER MAY 111 , 1994 FP-1 PIPING PLAN ARCHITECTURE & YLANNINCI .J FP-2 SITE PLAN/BEC. `-ION SET NO. DRAWINGS (111•'1' ('til 1)1''.I(iN, INC. L-2. l_-3, d L-4 (7-1-93) L-4 1�-a2-gni 15455 N.W. Greenbrier Parkway, Suite 260 Beaverton, Oregon 97006 (503)690-1779 fax (503)690--091 Project: -- --- --- - File: aAD21-e r.I I v v I PACIFIC HWY.,11745 BUP 94.0124 1 OF 3B , It tril-IT11111rtttt 1T IF THIS DOCUMENT IS LESS � T 1 I T TTT P 1 TPP TF 11 f T1 PP 1 fi 4 �' 1 1rLEGIBLE 7'iiaiv THIS NOTATION, � � � _�� 0 --1�— I 1� I AUGUST 30 1. 99 IT IS DUE TO THE QUALITY OF THE, ORIGINAL DOCUMENT. _-- - -- — -- — No 36 E Z BZ LZ Z Z Z E Z T T 8I LT 9T 91 tiT 6T ZT Ti T 8 L 9 9— f u�llllll►(�►�II�II�III►I�I►� , ( ..,. KiNWRIP S.W. PPAFFLE ROAD PLANNERS ENGINEERS LANCSCAPE ARCHITECTS 233 SW FRONT PORTI ANn, nR 97204 I 503122510822 FAX: 503127318353 F T ' LEGEND E 'TING BUILDINGS EXISTING CONTOUR LINE — 230 . C30 (:�a I �.. _-� ---— - EXISTING CURB LINE EXISTING SANITARY LINE 12"SS � r` U16 D18 ;' EXISTING E.P. LINE FXISr�NC STORM DRAINAGE LINE SD 12 ' " - I I aiceaclKlaa EXISTING PROPERTY LINE ►' EXISTING SANITARY MANHOLE O -- EXISTING CONCRETE EXISTING STORM DRAINAGE M.H. ® CIS t 11 407 EXISTING STORM DRAINAGE C.B. I rJ (�_ `Jo. 2e 8�„ i 1 EXISTING BOLDING ® EXISTING WATER LINE -_ _-e'w 235 -r I EXISTING WATER VALVE pd ' vCIO OIO ,� EXISTING GRAVEL EXISTING FIRE HYDRANT 1 l_'1 1•Ih.26•U12EXISTING WATER METER _ - Q - 630 / EXISTING A/C FAVEMENT EXISTING EVERGREEN TREE 0 / I'8 0 - r / RISER, f O'ti,> -- EXISTING CABLE TELEVISION ISE EXISTING DECIDUOUS TREE\1, It: g EXISTING STREET LIGHT EXISTING GfS LINE ! \ \'• \ -� - - , I EXISTING SIGN EXISTING GAS VALVE •-! EXISTING CONCRETE DETAINING WAL EXISTING FENCE LINE EXISTING GAS METER EXISTING UTILITY POLE EXISTING OVERHEAD WIRE EXISTING GUY ANCHOR EXISTING UNDERGROUND ELECTRIC Z 7 EXISTING MAIL BOX EXISTING TELEPHONE LINES Ils.• � __ 1 _ -- "' ``�-••-..,.` I � � � EXISTING TELEPHONE PEDESTAL • �- _ � __ J ,/ /"• /; EXIST. CONIFER TREE TO BE REMOVED 1 a1z QDO /i/ EXIST, DECIDUOUS TREF f0 BE REMOVED h A",, o NARKING �c�I ^ter- _ _ O / urcm�cmn NOTE: EXISTING TREES UNDER 6" IN DIAMETER _ e9. 7'26 e NOT LABELED ON PLAN r� / • / // O / / �U6 FF ELEV=228.00 S .. I / � Exl„nNG RE T Ak STORES BUILDING �/, � /• � 1 �- 245 -''' _ _ _ . - � lA� /� ;_ / .�,•>~/ ”. .'' -- r / /� / • ' "U 10 `"p w OVERMM+t ;?P ol V' .� Q i1tc 'V CL 43 G.M. MOTORS �/ I APPROX FF ELEV = 242.00 / .N �K� �c, / ' ' j..•'.R. ^"011 �lnH REV. I DATE I BY • x/,,4'0 ', .4� - I I P F.JE. .T NO. G► WWM02 DAT��-5/31/94 DRAWN I J. SLATER •RAP�'IC SCALE DESIGNED I B. W1,10AMS G — G 0 1e 30 60 ;p CHECKED I 0• WEL90RN 30 I IN TROT ) SHEET TITLE - - T inch - 30 n. EXIST. CONDITIONS SHEET NUMBER ------- PACIFIC HWY.,11746 Cl SUP 04.0124 2 OF 36 • t' y,+S•,•+� 1F,••• .4 � ... '.�.-....... ', ...v«..w.+,w►-"w!Y*:: ..i. �... ,. �..,N�isAw,nsww•,,..,.,,,,-R.,,, ....- ^+',..y�N�s.`..n..«..... .... ,...�- � �I Jill � ,. . ... �M�n �f`-�fX ,3.:�� 1 1 � ` • 'T I F THIS DOCUMENT T s r.css JqT�T T�1T�T 7 4 rT►T �� 6 T :t�TTT�Tr rIr1T I I 0 -1 I AUGUS•I 30 LEGIBLE THAN THIS NOl'ATION, ��.� ` _I -----__. .. ----- __ 7 _---- ' —~ No se �•�a:''• ,•�/I�9�A�lar.n�;uwul.M � IT TS DUE r0 THE QUAUITY OF _ _ _ I THE ORIGINAL DOCUMENT. S Z A LZ e� ` t6 E Z T�� Z ��I 9T Li T i►I IbT �SSI ZT TTT �T B r L l 9 9 � S rZ �Ionm IIII IIIIIIIC:IIII�IIII IIIII!II�IIIIIIII�IIIIIII IIIIIIJII III1�1III IIIIIII�IIIIIIIIIII�llllllllllllllllllllllll IIIIIIIII llll� !IIIWIIl�IIJI)ILlJllllllll�lllllllllJJllllllJlll w1 1�II111111,111111IIf,ll►Illllil�l►I � y, i r I 4 MNWRIP PLANNERS ENGINEERS LANDSCAPE ARCHITECTS T 233 SW FRONT t - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- PORTLAND, OR CLEMAMLSM" QQWML GYRAL iQT€ 97204 15. An Erosion/Sedimentation Control (ESC) Plan is required on this a 503122510822 1. All construction and materials within the Riclht-of-Way shall conform to implementation of the ESC Plana and the construction The im project. p , � these pians and the applicable requirements of Oregon Department of Transportation pFAX: 50,,127318353 M PFAFF E qOAD maintenance, replacement, and upgrading of these ESC facilities is the 2. Notify Engineer 2 business days before commencing work. responsibility of the contractor until all construction is completed and approved and the vegetation/landscaping is established. 3 Contractor sholl remove all trees (marked), shrubs, rubbish, and man - 16- Approval of this erosion/sedimentation control (ESC) plon does not 0 PREF made structures Including, but not limited to, concrete slabs, walls, constitute an approval of permanent road or drainage design i.e. size X P P 9 9 ( I NE q / �x / / � ! � vaults, footings, asphaltic {,aved surfaces, graveled areas, sheds or � E � � and location of I-oods, pipes, restri.tors, c.i,•lnnels, retention 1g,tOg other free-standing buildings (constructed of wood, concrete, metal, ) etc.) buildings foundations, fences, railing, Rlafacilities, utilities, etc chinery, etc. within the � Ir i ff f i l i Th it li clearing ceag ms. e items listed above shall be disposed ooff-site. 17. The boundaries of the clearing limits shown on this plan shall Ue OR ,It sholl be the contractors responsibility to confirm the number of clearly flogged in the field prior to construction. During the structures to be removed. �r \ K �j / / /// / construction period, no d sturbar,-e beyond the Nagged clearing area �c,y F �\ ' 4. All buried structures (i.e. tanks, leach lines, grain tile, and pipes) shall be permitted. The flagging sholl be rointained by.the WIL n designated contractor for the duration of th•_ construction. of des y ated to remain on the site, shall be removed and the 12-31-94 resulting excavations siiuil be properly backfilled and compacted prior 1 18. The ESC facilities Shawn on tris pion must be constructed in to any grading or filling operations. This is to include stumps and --- - 1111 rootballs of trees to be removed from the site. conjunction with all c'ea,ing rind grading activities, and in such•a _ manner as to ensure that sediment and sediment laden water do not 5. The area or the site designated on the plan to be regraded shall be enter the drainage system, roadways, or violate applicable water e stripped to remove organic mattrial. standards. W / 6. All unsuitable material (soil & vegetation) removed during the 1 19. The ESC focalities shown on this plan are .he minimum requirements for clearing and grubbing operations sholl be removed by the contractor anticipated site conditions. During theconstruction Psited, theseeseand disposed of off-site in a sjitoble location approved by the r•r ESC facilities shall be upgraded as needed for unexpected storm events � engineer and the Applicable Jurisdiction. or site conditions to ensure that sediment anJ sedirnent laden water do /i 7. Excavators must comply with al; provisions of ORS 757.541 to 757.5 • \ // / PLACE EXCAVATED MATERIAL UP TO 20" ABOVE I including notif cation of all owners of underground facilities at not leave the site. O THE EXISTING GROUND ELEVATIONS least 48 bush ess day hours, but not more than 10 business days, C // before commei cinq Til excavation. 20. The ESC facilities shall be inspected daily uy the contractor o i 8. Trees not designated to be removed sholl be protected at ull times. maintained es necessary to ensure their continued functioning 9. Sowcut +freight lines to meet existing pavement with new pavement. thru construction and during 1 year warranty period after constriction. 10. Contractor shall provide and maintain ads uete traffic control I along 21. At no time sholl more than one foot of sediment be allowed to the exist ng roads. as required by ODOT standards. accumulate within a trapped catch basin. All catch basins and G EXISTING BUILDINGS conveyance systems shall be cleo ed prior to paving. The clearing 00 -- 11. All eros on control measures shall be in accordance with USA's "Erosion operation shall not flusr, sediment laden water irto the dowrstream ` contrci plans technical handbook". system. +j / x \ �~ 12. The erosiol, control devises shown on this plan are the minimum requirements �► y � �-' 22. Stabilized construct,un entrances shall be constructed at the / \ / /� required. During construction the contractor shall maintain and upgrade g beginninof constl.,ction and maintained for the duration of the the erosion control devises as required to prevent the soil from leaving the � property. project. Additionul measures may be required to ensure that all paved areas adjacent to the project are kept clean for the duratio,i of the � % / _ / - •••! �--' � I. 13. The stabilized gravel construction entrance shall be installed at the beginning project. of construction and be maintained during the project. Additional measures shall be required to insure the public steet is kept clean. 23. Sediment fences .nd straw bale barriers shall be removed when they ` -- 235 X •7 J i -� 14. Erosion control devices shalt be removed when they have served their useful purpose have served their useful purpose and when approved by the engineer, but not before the upslope area has been permanently stabilized. 11fOC 33. 2 TO 23 .0 24. Construction and maintenance of graveled construction entrances, "23z 234 • 3.3 72; G2 7 4 temporary sediment fences, and straw bale sediment barriers shall O I� To 3 .'w47 , 1 1 � I follow the guidelines established in the "EROSION CONTROL PLANS �- 232 -- " G232. TOC233.50 i TECHNICAL GUIDANCE HANDBOOK - I �.,, EXIST. PETANNVG WALL G2 3. 0 I• // SPOT ELEVATIONS 2.5. All erosion control work shall follow theuidelines established in 3 ~d �' POINT TOP ELEV. BOTTOM ELEV. TO EAST the "EROSION CONTROL PLANS TECHNICAL GUIDANCE HANDBOOK". TOC233.501 231.3 229.0 M2 2.10 ?3 (� -- 'M 3 33.00 / 233.2 228.1 233.1 228.1 1 \ 23z - , r r ----- I 233.3 2279 \ , MGM E UILDNVo _- 1q4 16,,233.50 �- - I 2 /� 3 r'N237.A , FF ELEV = 233.GD • G�33.00 / T II I TOC233.06 n�rr�ry v�� V 0 - a` G232.56 �� may` YiSTING CONCRETE RETAINING WALL CONarive. Ci�rR�TM� NOTEag, \ / 230 O I� TO 23•.35 i .� I �� G2 2.8 ' �� / '1 CONSTRUCT EROSION CONTROL FENCE AS SHOWN ON PLAN S� SEE SHEET C5 FOR DETAILS Q i 231 232 80 �- �. f /�%' b 02 CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE AS SHOWN ON PLAN - SEE SHEET C5 FOR DETAILS O F ELEV-228.00 , / z TYPICAL \ � �a --- � VI G232. /` F CONSTRUCT RETAINING WALL -- 'n O ' ,/ X CONSTRUCT FILTER-FABRIC INLET BARRIER AROUND ALL CATCH BASINS W SEE STRUCTURAL PLANS FOR DETAILS 232 �. ��j SEE SHCET CS FOR DETAILS o tJ i X'1/1 i ExiSiiNG / X32 ! I l f/ '�00 ILTAIL SORES !/ / , r'r O AREA TO BE RE-GRADED TO TOP OF WALL ELEVATION U :/- C F 2Z` 50 BUILDING j�, , r' . DURING CONSTRUCTION Q T -r I 1 o I 'i _, IU 23 70 C23 .7 a \ - �� I , TUC 32j'70 -r50 2 2. 77J 3 TO 231, 30 (TYPICAL) , TOC230.50 I I 1 y`•J /, ,�� La G230:00 TW _ 11,i Q / Q; 9: I TOC228.75 / ,rte• ,MATCH 2 5 4.k 231 _�• v ; ' / �%� �,�% Ln 3 OC221.40 G.M. MC'Or5 T "� � 4 ��',,� '; �' FINISH CONTOUR LINE 230 cc APPPDX EI,E. = 2.42 00 l r " 'R' • � UA TE BY FS' L I _ "<<;•'/'- PROPOSED CATCH BASIN S R-- 1M2' 4.8 FINIS , GRADE BREAK 3 5 � ;►",, MATCHaTCH a rte. / ~ ' - L- IW2-�• (� � r . • � EXIS �\ �r�.,•�E TO'' OF CURB FINISH SPOi ELEVATION TOC232 85 - e ' GLITTER FINISH SPOT ELEVATION G232.35 - �, TOC225.20f r TOP OF WALK/WALL FINISH SPOT ELEV.4TIC.N fW232.85 - � 1 r , G22 - PROPOSED TRENCH DRAIN -I- 1-- 1 J t �i`/ 1\ •224 •`g's i �. / ' , `111 / • ,, . EROSION CONTROL FENCE X - l / / �`/ •�\ 1, . ;� r EXIST r;vNIFER TREE " X EXIST. DECIDUOUS TREE \� ' •y � , • . � � EXIST. FREE TO BE REMOVED O EXIST, TREES UNDER 6" IN DIA. ARL NOT LABEL-EG PROJEO' NO. ,A R,,fin DATE I 5/31/94 i DR AWN I 0. MCAFEF DESIGNED I B. WILLIAMS GRAPHIC SCALE CHECKED I D. WELBORN 30 0 in 30 W 110 - -- - //.. .� �• SHEET TITLE IN FEET GRADING PLAN SII- 1 Bich 30 ti % SHEET N..,,ABER PACIFIC HWY.,11145 C2 BUP 94.0124 3 OF 39 I f IF TNIS DOCUMENT IS LESS (� � � ( � TT 1 i T 1� i 1 1 1!1!1!1 1Tt?' '1 ' 1995 ' + LEGIBLE THAN THIS NOTATIOU, -IL.` �� T � _ 6 _.--- � 0 I 1 --� l�j I AUGUST 30 { IT Is DUE To THE 4unLI'rY oE• Naas �•��... THE ORIGINAL DOCUMENT. E Z t3Z LZ 9 %: Z I Cl Z IL JZ 81 8I Li 9i 4l Eli ET 7.I lT T I R L 9 9 E Z [,i.u� Illlllll�llllllllllllllll�llllllll�lllllllllliilllllll�lll�flllll�llli�llllllll�llll � IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII� IIIII!�lllllllll�ltlllllll�ll Wlllll 11111111 1111111llll��111111111W11W1111111111111111�IILI�IIIIIIII�IIIIIIIIIIN� r. STORM DRAINAGE GENERAL NOTES 6. elevc thns of manholes and cleonouts within pavement are oppruximate, BTO yl J9 �' T W final finished r;m elevations shall match finished pavement grades. Rims O INSTALL 3LF CSP O SL 1. All storm sewer construction and materiols shall conform to these plans and outside of pavement shall be set 6" above finished grade. TO U% O CONNECT TO EXISSTING 10" STORM SEWER LINE 18 INSTALL 178 LF 8" CSP O '-,L=1.0% the applicable requirements of Unified Sewerage Agency standards and the applicable requirements of the City of Tigard. 7. All storm systems shall be video inspected, pass the required compaction AD VERT 1E X19.9 test (ASSHTO T99), and � ,1one=Tion test, per U.S.A. Standards. FIELD VERIFY TC NATIONS E COORDINATE RE ENGINEER 19 SG MH 4 2. All C.S.P. shall be ASTM C-14, Class 3. PAVEMENT PATCH SHALL BE COMPLETED AS REQUIRED BY ODOT CONSTRUCT STANDARD 48" DIA. MANHOLE 8. Contractor may sutstitute PVC for the storm drain pipe material designated HATH DETENTION CONTROL STRUCTURE MNWF11P 3 Location of existing utilities are based on available ;nforma on. It is the O AREA DRAIr4 +I RIM u .5 f contractors responsibility to field verify depth and locotior, of existing ontheplans. PVC and ADS pipe shall meat the requirements of the CONSTRUCT AI E Ii AREA DRAIN AT END IE IN 8 W) 2213..5 U.S. Agency. �, mandrel teat will be required. Note that these alternative OF WATER &pAUTY SWALE IE IN 8" �E 228.52 PLANNERS utilities prior to construction and inform the engineer of any discrepancies SOTTO OF GRATE: 222.12 0 ER (f9 228.0032. in the plans. Call for locates at least 48 hags prior to construction. materials ma; only be used where a minimum of c c cover is maintained, 0 p and must b1, approve a by the Engineer, otherwise concrete sewer pipe IE IN 6" E 220.65 OVERFL W EL 'V 23?.UO ENGINE R • 4. Pips bedding and bockfiN shot) conform to the U.S.A. stanaards. shall be use 3. IE IN 8" ��: 220.31 SEE SHEET Cq FOR DETAILS LANDSCAPE ARCHITECTS qE OU (6 S : 220.31 20 0844 5. The contractor shall at all times abiJ� by applicable safety rules of O.S.H.A. 9. All storm sewer pipe outside the public right-of-way shall he gasketed pipe SEE SKEET C4 OR DETAiLb CONSTRUCT TRAP CATCH BASIN and in particular those pertaining to adfquote shoring and trench conforming tc Uniried Sewerage Agency standa-ds. O C(i 1 GRATE: 22.10 233 SW FRONT C�IVSTRUCT TRAP CATCH BASIN IE OUT 8 E): 229.30 protecti•�n of workman. GRATE: 2�4. 0 INSTALL 5 LF s" CSP o sL=2.0z PORTLAND, OR - 10. Storm Sewer pipe within the public Ri ht-of-Wa shall conform to these ,plans - - - tE OUT (E E5 ?12.80 pp INSTALL 4J LF 5" CSP O SL=5.0% 21 CONSTRUCT 28Q LF FRENCH DRAIN DETENTION 9i21�4 and the applicable requirements of th� Oregon Department of Transportation. /, SYSTEM W11H 8 PERFORATED PIPE 1 0 CONSTRUCT 11P LF WATER QUALITY SWALE SEE SHEET C4 FOR DETAILS 503122510822 I O 5L=3.0R - SEE SHEET C4 FOR SECTION 22 6" ROOF DRAIN CONNECTIONS FAX: 503127';8353 O INSTALL 64 LF 6" CSP O .,L=O 43% CONNECT TO PERF. DRAIN PIPE S.W. PFAF E RC�/46 CyNSTRUCT CONCRETE HEADWALL O END OF IE O BUILDING _ 230.5 -- 6 OUTFALL - IE O END OF PIPE = 225.66 (f� 5D MN 1 23 INSTALL 149 LF 8" CSP O SL-3.0% �1 P CONSTRUCT STANDARD 48" DIA MANHOLE NTH FLOW CONTROL DEVI(,E WATER NOTF� �,��GINf fJsi R M: 3Q.7Q IE IN 8 �N). 22F..22 f IE IN 6" ) 225.94 IE OU (6 SW): 225.94 :� CONNECT TU EXISTING 6" D.I. WATERLINE ORE IE OUT 8" S): 224.78 INSTALL 6"X6" HOT TAP W/VALVE. \ I SEE SHE E C4 kOR DETAILS FIELD VERIFY EXISTING ELEVATION AND COORDINATE WITH Ytr 21. 1 O INSTALL 24 LF 8" CSP 0 S1 =0.5% F L� ENGINEER AND TUALATIN VALLEY WA TER DISTRICT. Fti 1* PAVEMENT PATCH SHALL BE COMPLETED AS REQUIRED BY 0007 OSD STk " r l 2-31 9 4 CONNR.UCT STANDARD 48'• DIA. MAN!iOLE < 2 > INSTALL 6 DOUBLE CHECK VAULT, .Z" TAPPING SLEEVE, I - WNTH DETENTION CONTROL STRUCTURE & 1-1/2" WATER METER RIM: 31.QC SEE FITTING DETAIL #1 ON SHEET C4 IE IN 24 ): 225.33 1 I IE IN 6" S�: 227.62 O IRRIGATION STUB SEE LANDSCAPE PLANS \ I IE OUT S8" E : 226.06 OVERFLOW EL V: 22E.88 w SEE SHEET C4 FOR DETAILS INSTALL 6" D.I. 22.5' BEND W/THRUST BLOCKING. O CB�y2 g INSTALL 154 LF 6" D.I. WATERLINE ►Q r ' �' CONSTRUCT TRAP CATCH BASIN C GRATE: ��8. 0 / INSTALL '213 LF 2" DOMESTIC WATER LINE, PLUG AND U ( IE OUT 6 E� 226.16 `J \ INSTALL 52 LF 6" CSP O SL=O.5% MARK END 5 FROM FACT OF BUILDING © e LEGEND \ I CONNECT TO 6" CSP SEE MECHANICAL PLANS FOR CONNECTION Cn a 10 CBN3 < INSTALL STANDARD FIRE HYDRANT ASSEMBLY, 6" CHECK VALVE, cr, EXISTING SANITARY UNE - - 12.55 CONNSTRUCT TRAP CATCH BASIN & FDC INCLUDING 6" GAME VALVE, 6"x6" TEE, & 24 LF ,� EXISTING STORM DRAINAGE LINE - - SD - GRATE: 30.'' 6" D.I. WATERLINE. IE OUT 6" F�- 228.2 SEE :•I(TING DETAIL #2 ON SHEET C4 INSTALL 2 '_F 6" CSP O SL=2.0% EXI`ING WATER LINE - -- ---e'w - - - -- I O8 INSTALL 364 LF 6" D.I. FIRE LINE. PLUG AND MARK END 5' EXISTING STORM DRAINAGE C.B. \\ 11 INSTALL '118 LF 24" CSP O SL-J.25% FROM FACE (17 BUILDING. SEE MECHANICAL PLANS 0 ry ExiSTI JG BUILDINGS I 12 (8 4 FOR CONNECTIC,N INFORMATION, EXISTING WATER VALVE yy t:ONSTRLCT TRAP CATCH BASIN O INSTALL 6 D.I ?0` BEND W/THRUST BLOCKING. � 41 PROPOSED SANITARY LINE �� G. OL4 . 0 _ SS \ IE OU 1' 6 E�: 228.10 W \ INSTALL 4 LF 6' CSP O SL-3.3% PROPOSED STORM DRAINAGE LINE _ j \ CONNECT TJ 24 STORM LINE PROPOSED WATER LINE W \ 1 \I 13 "D MH 3 � c CORNMTI�23T OSTANDARD 48" DIA. MANHOLE i PROPOSED SANITARY MANHOLE � IE IN 8� N�: 226.88 PROPOSED STORM DRAINAGE M.H. � IE ,N �6" E • 27.06 + PROPOSED STORM DRAINAGE C.B. ■ 21 ;/,, _ ;y _-. 1i +� IE OUB (24 J 226.88 8ANrTARY SEW ^., *MX' _"_ NOTES 1111� / 14 INSTALL 1 y LF 6" CSI- O MIN. SL=J.5% � PROPOSED WATER VALVE \ I �~ . ��; f O ' 'J INSTALL 80 LF 6" SANITARY SEWER SERVICE CONNECT TO RETAINiN3 WALL FOOTING DRAIN - ` " / SEE STRUCTURAL PLANS FOR DETAILS O SLOPE = 8.0% - CONNECT TO EXISTING 8 SANITARY SEWER. (IE IN: 211.2 FIELD VERIFY ' I , 15 CB p5 EXISTING ELEVATIONS AND COORDINATE NTH ENGINEER CONSTRUCT TRAP CA"CH BASIN 1 I AND CITY OF TIGARD. w .. ��, r.� + •• •� 19 �,- GRATE: �9. 0 PAVEMENT PATCH SHALL. BE COMPLETED AS REQUIRED BY ODOTIE _ INSTALL T1�5 LF 8'�CSP 00 Sl_=0.5% SS MH --- - \ CONSTRUCT TRENCH DRAIN ALONG TRUCK RAMP O CONSTRUCT STANDARD 48" DIA. MANHOLE ��, 20 / GRATE: 229.00 RIM: 226.25 CONNECT TO CATCH BASIN LEAD \. I 1 - .80 SEE SHEET C5 FOR DETAILS IE O (6" N): ): 217 / ............ IE OUT (6' SE): 217.60 INSTALL FOOTINGSLAB DRAIN RECEPTOR \\ GRAT • 2;,9. 0 INSTALL 140 LF 6" SANITARY SEWER SERVICE _ -«- i - �.� IE Uu (6 F7�' . 227.95 • � 15 16 2� /� SEE SHEET' C4 OR DETAILS 6 SLOPE = 6.0%. PLUG AND i.'ARK END OF 6" SANITARY SEWER SERVICE 5' FROM FACE OF BUILDING. / IE END: 226.20 - SEE MECHANICAL PLANS FOR CONNECTION r r PROPOSED 8U'L DIIVC� .� WATER SYSTEM GENERAL NOTES \ I % EwsrlrvG C, RETE RETAINING way 1. All water lines and nppurtenanr_es shall be installed in accordance with the ' I Tualatin Valley Water Distri�t (TVWD) standard construction specifications and drawings 17 '- ' / / 2. Mechanical joint fittin Is shall conform to F,WWA C110 and shall be of a class 9 / / '�'"'/,� i at I-ast equal to tha' of the adjacent pipe. --- / �/% o 3. All water lines within t re public right-of-way shall be tyton-joint ductile /8 11 ^4 8 7 .%%'� , iron pipe ((class 52). Pipe shall be cement-mortar lined and conform to 0 FF ELEv-2.8.00 /j � ANSI A21.6 and ANSI A21.11. PVC waterline shall be C900. I W 4. Contractor shall perform all necessary pressure and leakage tests on all Ex ST'NG '.. , �� / � newlylaid water lines per TVWD standards. � pETAIL STUPES ///��•�� l/,� j� BUILCItiC /%'�� , `rte. 5. All fittings shall be thrus'. blocked per TVWD standards. 9 ',• %,!! :%�� 6. Prior to being placed in service, the water lines and services shall be r= t i '� , /;;f flushtd, sterilized, and tested, all in accordance with TVWD standards 1 F5�•�6„ � FS�� I 6••�=�� I /// . i/ ./,/��' '•l' / by the contractor. 6" I /,// 7. TVWD shall be notified at least 48 hours prior to any water line construction. >•i��-i r6 I I V j� / ' 8. Contractor shall maintain a minimum of 3' cover over the water line within // J •�, r the public right-of-woy. Iviinimurr, c. •ger on shall be 18" below finish rade. Ile ,f , 9. TVWD contact - Stu Davis, phone number 542-1511. 9� r ' ,%- SANITARY SEINER SYSTEM GENERAL NOTES .......... . �,�.._ I - I I •w �l f rte' 1. Sanitary sewer system shall be constructed in accordance with City i� of Tigard, (14 12 ,,,� + \ „ ,, • �� , "` / -� 2. All sanitary sewer pipe (except sewer service laterals) shall be 6" /�', PVC pipe conforming to ASTM specification D3034 (SDR 35). Joints \ �/' �'� , ' g I /.72�%� •� ___1 'p'"l ,�' r shall be rubber ring type (City of T gard approved) confarmin 1 f to ASTM specification D2112. Pipes in areas with less than of .�� ^.�. J� cover shallbePVC C-900. p \ r' 23 \ I r,• ./ /.i •aa �,1 '�r 3. All sanitary sewer service laterals shall be 6" PVC pipe conforming ' �� = � *r''��~ I �.r ! • s•� ,. to ASTM specification D3034 (SDR-35), unless no'ed otherwise. /� Sanitary sewer service laterals shall connect to the main line by / `� means of a precast 8"x6" tee. C.1f, M. OPS 1 ! -J'�� 's; RFV DATE I BY APPR0% rr 4a.Iv - 24200 / ^ S .�-- i /��, 4. Hydrostatic and air testing of sanitary sower lines and manholes I - - / ✓ 4 i' r �' shall be conducted in accordance with Unified Sewerage Agency _ L� .standards. All necessary tests shrill be performed by the +, ,� \ 3 contractor and witnessed by a representative of the City of ZY %' Tigard and the engineer. 2 � !i'�•. 5. Finished rim e'e rations of manholes within pavement are 'j' %r / •��+ ' approximate, final finished rim elevations vement shallbe6" above pavement grades. Rims outside p -- finished rade. j F / .�, \ s� ;•'%y -�.r y� 6. Pipe b,,Jding and backfill doll conform to City of Tigard standards. I ` 7 standards ever manhole construction shall conform to City of Tigard ' �` .✓ g. A minimum of two feet (2') horizontal separation is regssired •� between waterlines and sanitary and storm manholes. All ' 2 construction must meet DEQ and State Water Resources Board PROJECT NO. �IL Requirements for separation. IL ...� �. 3 V g All pp bile sanitary( scys'em •h�ll be video aspected, pass the required compaction test A- 99 , and a deflection test, per City of Tigard - r /�,•/ y� r standard specifications. All required testing shall be performed by DATE 5,131,194 the contractor. --- r y DRAWN I u. MCAFEE ~' p► ,. 1 i0. Sanitary. Sower construction within the public Right-of-Wog shall be completed DESIGNED I Q. WILLIAMS �+ !!J✓'i + ' 1f� as required by these plans and the Oregon Department of Transportation _WILLIAMS y r CHECKED I D. WELBORN GRAPHIC SCALE �o o ie �o so oxo + i SHEET TITLE .--- ;� UTILITY PLAN ( IN F6d l' > SHEET NUMBER------ I UMBER------1 tach = 90 ft C3 PACIFY^HWY.,11745 BUP 94-0.?4 C 39 IF THIS DOCUMENT IS LESS ' T TT jT"TTI TTT T fT ITT T�ITTTT T�T 11r11T rrl 1jT�1 1 !LEGIBLE THAN THIS NO'I'AU'ICN, �7TTT 1�� 77TW777� fi - ` -1 1 $} -� r 91 • 11� 121 ' AiJGU�T 30 1995 r N"3e T'I' IS DUE. PO THE QUALITv OF' THE ORIGINAL DOCUMLN'I' £ gZ g�y LZ Z 1 L 6 � �1G1 Ti�cc 8i 8111 Le�i !)��i 9i h11T £i 17•i� iT i 8 L 9 �9 �s £ 'L Tmue IIII III1�J!I IIII�IIII!IIII�IIII illl�llll I!!!�IIII !!illl�ll�lllllllll�lllllllll�lllllllll�lllllllll�lllllllll�lllllilll�lllllllll�llIIIIIII�I I�Ilii�l lllllll�llll Illlillllllllllllll I� ' I �I''� l�ll,'I�i11ilWl�ll11 Ilu�llll Illl�illllllillull '' THRUST BLOCK - T.S 6" D.I. WATERLINE RETAINER GLAND I TR T APPR 6" MJ x FLG ADAPTER \\\ W DEVICE " -- - 1/4' PLYWOOD OVER 6" FLG TEE - WH +-FDC CONNECTION* SPOOL FLG.x P.E. e - -- - - - FLANGE COUPLING ADAPTOR 1 � ___ 1-2, FACE of Bars � VALX - IFE P IC>E P111ii OR CAE 6" MJ x rLG ADAPTER '' (D FLG CHECK FLOW -"�-� (DIREGT.,N Or FLOW NOTED) MNWR4�P FL O - r - I I � ALI 6" D.I. WATERLINE 6" MJ x FLG GATE VALVE PLANNERS I ENGINi TRS •� CONTRACTOR TO SEAL ALL I 6"x6" MJ x FLG TEE--+- �-----��- FIRE HYDRANT ASS'(. LANDcCapE ARChITECT$ � 0 - �- - OPENING IN VAULT WITH NON SHRINK GROUT PRIOR TO 24" MIN I yu r;r u TEE BACKFILLING •� -s" D.I. WATERLINE 233 SW FRONT OSHA APPROVED LADDER - l 7` - -- -_ - - _ 1, CONCRETE BLOCKING TO BE POURED AGAINST UNDISTURBED EAR T4. PORTLAND, OR si -- - _ - 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 97204 6" GATE VALVE METER VAULT 45 MFG. BY FLG.x M.J. 6" PLAN 3. THE REQUIRED THRUST BEARING AREAS FaSPECIAL CONNECTIONS ARE UTILITY VAUL I CO. TYPE 3030-LA c DRAIN TO CURB OR SHOWN ENCIF•-LED ON THE PLANS: eq. '�55) INDICATES 15 SQUARE WITH V0. 303G-T COVER a 50.3122510822 GROUI'D LINE �_--- STORM DRAIN FEET BEARING AREA REQUIRED. FITTING DETAIL #2 M.J.x FLG. TEE ��_ � _. _ - OR APPROVED EQUAL - .r a - 4 IF NOT SHOWN ON PLANS REQUIRED BEARING AREAS AT FITTINGS SHALL FAX.: 503127318353 _ BE AS INDICATED BELOW, ADJUSTED IF NECESSARY, TO CONFORM TO THE Q -_- _ -- TEST PRESSURE(S) AND ALLOWABLE SOIL HFA.RING STRESS(ES) STATED ! l , IN THE SPECIAL SPECIFICATIONS. f l VALVE BCX -II 3" MIN - - - - II 5 BEARING AREAS AND SPECIAL BLOCKING DETAILS %IOWN ON PIANS TAKE 4 PR COMPLETE - - THIS STANDARD DETAIL AREAS AND BLOCKING DETAILS bFHOWN ON 3^ BEHIND CJRb CLEARANCE�ON 3 re 3 / � �1yC,INC S'f/ OR SIDEWALK OPENED Oz,&Y TO CHECK VALVE V AULT � �16,109q I � I � INLINE CHECK VALVE BEARING AREA OF THRUST BLOCKS oREGON iN SQUARE. FEET y CONTRACTOR TO INSTALL -� RODENT 6„ MIN. \; F WILL CONCRETE BALLAST 3 CU. YD. MIN. DRAIN RUCK POCKET THRUST - -� - TEE 4 CU. FT. MIN. BLOCK MIN WMIERE FLOODING OR ✓ TEE, WYE, 90' BEND PLUGGED -_ 2'._0" h" D.J. WATERLINE HIGH GROJNDWATER EXIST •-�� r ST�N¢� FITTING PLUG OR CAP PLUGGED ON RUN 45' 22-1/2' i1-1/�►' •�¢- V - 6" HOLDING �--�� - LSt D_ _�"` SIZE CROSS A-1 A-2 BEND BEND BEND -f6 - a} SPOOL M.J. --��7 12" MIN - INSTALL SUMP PUMP - I -- BYPASS / 2" WATERLINE SEE DETAIL L�°�`�,4 - ---' CONTACT DISTRICT FOR ___ - ) - 9p3 I rj ELEVAT10rJ PUMP SPECIFICATIONS 4 1.0 L4 1.9 1.4 1.0 _ ® 10 - 6" DOUBLE CHECK VAULT USI eJ► ,� ;ice 6 2.1 3.0 4.3 3.0 1.6 1.0 LANDSCAPE METER STUB SEE LANDSCAPE PLANS W -- - UTILITY VAULT OR •FQUAL BILCO DOOR 8 _ 3.8� 5.3 7.6 5.4 2.9 1.5 1.0 6 4 • - SIZE WITH F.D.0 WITHOUT FD.C. OR .EQUAL_ 10 5.9 8.4 11.8 8.4 4.8 2.4 1.2 3 P�C� 1-1/2" WATER METER ASSY 1.• - r•I �--- _ \`� •�1 •, •, 12 8.5 12.0 17.0 12.0 6.8 3.4 1.7 4 675-WA - 577-WA J-5AL 2" TAPPING SLEEVE 637-WA 676-WA J-5AL CONCRETE E1 5106-LA 687-WA J6-3AL 14 i 11.5 18.3 23.0 16.3 8.9 4.8 2.3 - 6" D.I. WATERLINE PIER BLOCK to 5106-LA 5106-LA JD-3AL - 1O ROCKWELL COMPOUND METER 2"DIA * DISTRICT ENGINEER APFROVED EQUAL 16 13.0 21.3 30.0 21..3 11.8 6.0 3.0 cn 18 19.0 27.0 J9.0 27.0 14.6 7.6 3.8 � ADAPTOR COUPLING - ROCKWELL N0. 912 " �+ DETECTOR ASSEMBLY AND VAULT _ Q GATE VALVE WITH 2-1/2 AWWA OPERATING B C.I. WATERLINE -- DOUBLE CHECK r - 20 23.3 33.3 4 7.0 33.3 18.1 9.4 4.7 �y NUT AND VALVE BOX FOR BURIED USE) `--�-6" TAPPING SLS:VE a'O FIRE HYDRANT N.T.S. -` 24 34.0 48.0 6b.0 t8.o 25.2 13.6 6.8 W/ 6" MJ x FLG GATE VALVE 4O 2-1/2"x2-1/2" TEE 0+ N.T.S. �ITr' I 1 ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 2-1/2" I.D. PIPE SPOOL PIECE POUNDS PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING FITTING DETAIL *1 STRESSES, USE THE FOLLOWING EQUATION: 6O ADAPTOR COU�I IN3 ROCKWELL NO. 411 BEARING AREA TEST PRESSURE / 150 ) x ( 2000 / SOIL BEARING STRESS ) x ( TABLE VALUE ) NN F-M THRUST BLOCK WATER METER VAULT it A ` A Z -l DI TCH �--� O LJ ►'� `�- OVERFLOW EI_EV:232.00 NOTES,:_ I 1. CONCRETE S11ALL ATTAIN A MINIMUM WALL -J COMPRESSIVE STRENGTH OF 3000 P.S.I. . " 4" THREADED CLEANOUT PLUG 4t1" DIA. MANHOLE 1 .r 48" DIA. MANHOLE B IN 28 DAYS. PLAN HEAVY DUTY TRAFFIC TYPE COVER , 2 FOR FRAME DETAIL, SEE DWG. NO.430 FABRICATED FABRICATED • VARIES � ITEE � OVERFLOW ELEv: 228.88 TEE 3 FOR CRATE DETAIL, SEE DWG. N0 440 48" DIA. MANHOLE CONNEC I OVERFLOW `�-�- CONNECT OVERFLOW 6 � .�...� -�'! DEVICE TO MANHOLE I �i DEVICE TO MANHOLE WITH METAL STRAP WITH METAL STPAP �' N r _ TEE 24" DETENTION PIPE STORM AND STAINLESS STEEL 8 J7oRM `IN AND STAINLESS STEEL FAPRICATED� 8„ FITTINGS 8" PERFORATED PIPE r FITTINGS. lI'vE F FOOTING/SLAB --.--- - jj ` �_.---rp S'.IRM DRAIN MH OVERFLOW ELEV. 226.39 Z DRAIN L - --' Di rT _ I CONNECT OVERFLOW _ 80T•ow- N F 6" STORM -' DEVICE TO MANHOLE IE:?26.3 IE: 216.06 IE: PLUG IE:228 00 (C24- J.R. SMITH 7070 PLUG END OF TEE PLUG END C`zT : BACKWATER VALVE 2 0 8" TO NATER QUALM"Y SWALE WITH METAL STRAP DRILL 2.9" ORIFICE IN PLUG DRILL 2" ORIFICE IN PLUGAX r' MAX CAULK FITTING WATERTIGHT AND STAINLESS STEEL FITTINGS. IE. 226.06 IE: 228.0 > \ TO CAULKING HUB. ' 8" -- IE: 225.9 - ' ' STORM TO AREA [TRAIN STORM MANHOLE #2 STORM MANHOLE LIF4 ( T A WELDED CONSTRUCTION I" 24" SQUARE "+ w ,fl GAUGE STEEL ALL DETENTION CONTROL STRUCTURE DETAIL DETENTION CONTROL STRUCTURE DETAIL ASPHALTUM COATED INSIDE AND OUT. IE.`24.7f, I O PLUG END OF TEEci U STORM MANHOLE #1 ( O �'_3 3/e- FOOTING SLAB DRAIN RECEPTOR FLOW CONTROL STRUCTURE DETAIL. N.T.S. tt' SECTION A-A ELEVATION B-B -- ---- - GROUT 1�L�"- 48" � c,TANC ART; MANHOLE REMOVE UPPER AREA DRAIN, TYPE II FRAME ANG COVER HALF PIPE 8"MIN i INSIDE MANHOLE -...-- 3' r,,r +.,'.. ;�: ; `�t: '• +, .. ./•,,- ,;ti' � \ A HYDROSEEU SWALE MAXIMUM WATER �/ I yl �• A . • �`�` �. SURFACE LEVEL ._----CAST I N - PLACE ------ - ---- � „•,,• 36" DIA. BASE �'1 ti' FREEBOARD MAX. VARIES r.- 1-,25 �-__---- 3 , CONC. HEADWALL. 5' /.- ELL \ 1 `� ,�, �, ,�, ---INSTALL EROSION CONTROL GL NF _ Nr1TT5, • 1/4" -__- -' __�� - - - BLA,JKET ALONG ENTIRE _ 1 BASIN SHALL BF IONTINUOUSLY AELDLD SIDES AND BOTTOM SHALL -�' BE BUTT ACLOLD OR MLMBERS MAY BE OVERSIZED AND FILLET WELDED 8"MIN, LENGTH OF SWALE 2 ALPHALT COAT OR GALVANIZE ALL SURFACED OF CATCH BASIN AND I4' - -' - I I 6` OR 8. OUTLET PIPE CLEAN OUT ' _ f•.-- 64" MIN --�-� 3 BREAK SHARP CORNERS AFTER WELDINGS, - BOTTOM WIDTH tilyRQSEED MIX: -- - - 40'� REDTOP BENTGRASS 3. REV. L DATE y Bl' I I 4 APPROVED DRAINAGE AREA (SQUARE FEET) FINISHED GRADE `uQ-4-A1 30% RED FESCUE I 1 ( - - 6" OUTLET PIPE (10,00° S.F ) 20% TALL_ FESCUE ( ) WATER QUALITY SWALE DETAIL 1-5 1/4" I I _ -- � --- 8" OUT[Er PIPE 21.500 S.F ;RADE RINGS • 10� PERENIAL RYE PLAN VIEW ANY SUBSTITUIION REQUEST OF CATCH BASIN COVERS SHALL BE � - MINIMUM 3" SEED MUST BE PLACED PRIOR ACCOMPANIED b, CALrLIL41'IONS (STAMPED BY AN OREGON REGISTERED MAXIMUM 12" TO OCTOBER 15. I PROFESSIONAL ENGINEER). 16"MAX _ --� I I I I YNCH STANDARD CAST IRON GRATE i _ 2'-V'+ --- T �� 5' RIP�-RAr' -- tUjJ ()" NICK - RATED 12.00U LES ) U OR LYNCH EXTRA HEAVY DUT'r CAST Cbz_ �P"MAX. 36» MANHOLE JOINTS J 3 ,'ON GRATE (2-3/4- THICK - HATED NOTE: a WINGWALL ---- ELAN ?0,000 LBS.) B0T11 OR EQUAL 3 1/2'-+1 ,••- �1 , 2" _�1 3 -- 2 2' - �+ 4" I I `- HINGE - 12 GA. STAINLESS STEEL., 1 1. AI-L PRECAST SEI;TIONS MAX. WATER DEPTH I - 1 2 1/2 OPEN WITH 1/2- KNUCKLE, 5" z DEPTH TO MATCH � 1. Tri- LONG 1M IH 1 4/PIN (FASTEN � 48 - `' SHALL_ CONFORM i0 THE q f 1' FREEBOARD FROM FINISH FLOOR GRATE DEPTH r _ ,- GRATE; FRAME 10" --�- --- / � MANHOLE SECTIONS REQUIREMENT OF A.S.T.M. � T wlrH 6 n '/4• srn �n_ DOLTS) VARIABI�F _ BREAK OUT 1" m C-478. I TOP OF WALL - 229.00 -1�"- - CI FAR (MIN.) 2, ALL POURED IN PLAC= �+ 1' I 1 1 1'_0• 3' CENT CONCRETF SHALL HAVE A \lL � GEOTEXTILI PROJF T NO. ^ -- t--2 N HALF O SEWER 8 DAY STRENGTH 01' 1/�4" ANGLE N LEMIN. \ �� B � VARIABL 12 HALF OF SEWER1 3500 psi AND 2" TO 4" _ �2 ouTLE T / �' r-- PIPE INSIDE OF 3. 1 ---�-_- - i - 11 MAN�1r? SLUMP. _ _1 I ---- �- DIAM I - 1 .30"D A - LE 3. ORIENT MANHOLE 50 STEPS r 6• I �- IE - 225.86 8• CSP DATE 5/31/94 'TMS --- " i ►/ ---- - - 3/16 t 1 4' � 3• � AX ARE AWAY FROM ANY CURB. 11 - 3' BEDDING ROC1• --L- ( ) -� I- e" THE MANHOLE __ll _ -_ - /� I � 3" MIN.� • ��- • 4. RIM ELEVATION ON PLAN IS 5/8 -0 ROUND R('C.K --- } ------�------ DRAWN 1 J. SLATER I- -- 10 GA. SH T. ^� ourLl r ,-� MAY BE POURED S _ _ / FINI�H GRADE AT CENTER DESIGNED B. WILLIAMS __ METAL (TYP) DIAM. r- -T o MONOLITHIC TO OF MANHOLE. --� SEE DETAIL .,B„ 3/16 6 I n0�O,�L'n.,�� ii �_-----___ _ _ ` � g` } - -1 �9ro L 8"MIN 8" ABOVE THE 5. FOR MANHOLES NOTED AS FILTER FABRIC \�, CHECKED D. WELBORN 1/4- PLATE (TYP• 2'-0- 9" 4" MIN 8"�- - \ - --l-- SIDES AND BOTTOM I - _� 12" COMPACTED �}-►---- 64"MIN. ---� MAIN SEWER THE "FLAT TOP" USE FLAB TOP (MIRAFI 140 NS OR EULI�.L) I CRUSHED SFE AlLAB INSTEAD OF ECCENTRIC r�' T I rTYP )13/1 AGGRLGATE SECTION A=A 1 -� CONE. ' SECl1ON � CONNEC�R TO SD MHy4 IPE _ cEOTExnIE FILTER FABRIC _..- 5' ___-_ SHEE i' T1TLF 1_ CLEANOUT r CLASS 50 RIP-RAP CLEANOUT ��o .JM WI ,H �.-- 2'-0 1/2" s0. ----1 UTILITY DETAILS COMPACTED SUBGRADE SHEET NUMBER----ELEVATION H BASIN STANDARD MANHOLE DETENTION FACILTIV DETAIL STANDARD TRAP CATCH _ %4 N.T. 5• HEADWALL DETAIL PACIFIC HWY.,11-46 13UP 94-0124 5 OF 38 i • �rrwwo�..- , �-.� �•�r�rIII� """r`:`•-••-- -__- .__ . 1 i � 1 If THIS DUC(lM1:N1' IS L,EssP T 1 Y I -,i I I ITT 1'1x17 Ili rrt (t - L _- 1�-1 ---= 41-t 6i I g ----- 1.0 -- 1 l._r_1 AUGUST 3C� 199 LE THAN THIS NOTATION, ��:.' IT IS DUE TO THE QUALT'PY OF THE ORIGTNAI, DOr_LIMFN'I'. - -- -�` -t1 _1 - - - --- - - LL - ---- - -'- -- --- --� f Z 8Z LZ Z 67 S Z [ I 8l LT 9T 9T t�i ET ZT TT T 8 L P 9 fi L i�r.rx ► ,�4,,, ,►{11,i 1►1„h► �I��,,,�►I�,►�,IIIT II IIII►I,,,IIID,�h„ ��I�► ,I►II��I,I�I�Iil�,h��{,�ti� ��1��llll;��,►�I��►u,Thi,��fi, ►,I,,,► ► II�11►►l►IIITI,►I„IIT, ► 1,►,L.,►,iI111111,�,�u1 . r 1 J r NOTES: FABRIC r- 1. INSTALLATION SHALL FOLLOW THE 1 MANUFACTURERS RECOMMENDATIONS. TO BE USED WHERE THE EXIST. 2 POSTS SHALL BE INSTALLED SO GROUND SLOPES TOWARD THE BAt EU HAY OR STRAW THAT A NiN. OF3' - 0` EXTENDS (- ABCVE THE GROUND WITH A MIN. OF ROADWAY AS CALLED FOR IN _SCOPE 2' - 0" EMBEDMENT. THE PLANS. 3 MNWRIP •-�� -' I PLANNERS 2 -0" MIN. FA9RIC EXPOSURE DRIVE STAKES FLUSH TO ENGINEERS •/\/\ LANDSCAPE ARCHITECTS TOP OF BALES. DROP INLET 233 SW FRONT WITH GRATE PORTLAND, OR TOP 7F SANK �/� �- • • TOP OF BANK � ! \ i�\ 6" MIN. BURY FOR FABRIC / STAKES (2"X2`X3') 9 X204 TRENCH 'a 50,312250822 12' ON ~CENTER r� r� rf FAX: 503127318353 PERSPECTIVE VIEW BACKF' 6' MIN - r 12 . _ _� PROFILE VIEW • ' f -� p PROF STAKE SPACING 8' MAXIMUM (SEE SEDIMENT FENCE DETAIL) �► A 1'-0" MIN. - � LOCATE SO THAT OVERFLOW WILL � —r r �� NG�'NE LOCATE LOWEST STAKE / NOT IMPACT TRAVEL LANES /l IN FLOWLINE J I J J r J OR- ?:, OREGON \ f / / r r _ �'r • ,p TOP OF BANK FILTER FABRIC MATERIAL " YADE ROLLS PLAN VIEW � /- � � r �J MINIMUM. ATTACH TO STAKES. FILTER FABRIC — ( r ti f. , 0N� REINIORC'NG NEITING, �- CENTER OF- SWALE OR DITCH STAKES _94- - 94 `------- '� — ��, 2' MAXIMUM SPACING 2'-0" RAIN IF RECOMENDED BY MFG. \ FILTERED WATER �_ Lw FI_TER FABRIC DITCH FLOWLINE FABRIC 2 - 2"x2"x3' PEGS EA. BALE F APLED B -� EXPO RE STAKES I w TOP OF BANK � �� / - - - - - - - -• - - I M�Q,,.+ � , I ''4 A Ax BURY BOTTOM OF FILTER MATERIAL RUNOFF WATER O \� IN 6" 8Y 6" TRENCH WITH SEDIMENT coo PLAN VIEW - - - - - - -- - - -- - - - - - - 77 d' MA�c. — O =1 0 �0 �0 0 0 � f -2"X2" WOOD F' TS. I PROFILE VIEW Oo ° ALTERNATE: SIEE_ FENCE POSIS v 4" MIN. EMBEDMENT BALES TO OVERLAP AT BASE v O TOP OF BANK BURY IN NATIVE GROUND SEDIMENT FENCE BURIED (SEE SEDIMENT FENCE DETAIL) SECTION A-A BURIED FILTER SECTION A-- A -� W --- FABRIC (MINA"DEPTH) � DrTCH CUT-OFF SEDIMENT FENK'.%.oE DETAIL SEDIMENT FENCE DETAIL STRAW BALE SEDIMENT BARRIER FILTER FABRIC INLET BARRIER N.T.S. N T.S. N.T.S. N.T.J. • EDGE OF DISTURBED ARES SPACING AS z 0 0 ' CAI-LED FOR ON V THE PLANS �– o w .20'MIN FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL -� /r-- CONNECT TRENCH DRAIN �A 0 Q a CD � - TO CATCH BASIN BALED HAY W DR STRAW %j OUTLET– —CONCRETE PAVEMENT —` V) TO BUTT - \ a -.F FLOW TOGETHER. /.�/� C14 Q --- -- - 04 ZCONCHETE PAVEMENT ° -loll / A Uo7 C> , v \ PLAN -- Ci TOE OF SLOPE Q° C)° v6 b v noU�° Q ° o v r �\ 6" OUTLET OF TRENCH DRAIN TO PENETRATE Q 1 1 n EDGE OF CJ:STURSFD AREA v 44 v v 4a �, \ \ CATCH BASIN (WATERTIGHT CONNECTION) / R-25'MiN. rJ4 ft, O oho ° Q Q PLAN VIEW °° , o° o ° ��o oo°°G sof CLEAN PIT RUN OR 2"-MINUS GRAVEL 0° Q v a v �04 �o L r �� '1� I I DRIVE STAKES FLUSH TO "� SUBGRADE REINFORCEMENT / \°O vA4Cja �• o J�`� I SEC -T � . J� TOP Of BALES. GEOTEXTILE, AS REOUE`_,TED ss �2c�< P��, �–TRENCH DRAIN LENGTH PLR PLANS --,---- --- (NEENAH R4996-B1 OR APPROVED) 41� , - _ _ PROJECT N0. (MEED BALES 4" MIN - - � ELEVATION PR Os II- I VI E W v WWW02 DATE 15/31/94 STOCKPILE STRAW_BALE SEDIMENT BARRIER GRAVEL GONSTRUC110N ENTRANCE TRENCH DRAIN DETAIL DRAWN J. SLATER - - v -�-- — - - _-- ---- IGNED LL-B. WILLIAMS N.T,S. - — N.T.S. N�T�S DESCHECKED I D. WELBORN SHEET TITLE ---- ----- DETAILS SHEET NUMBER ------ I I PACIFICHWY.,11715 C5 BUP94-0121 B OF 30 ism! . 77 -- ---- IF THIS THANDOCUTNT IS LESS T 11 1T111 ,� 4 III 6 ITT I ,lT m_ 0 �1 11, T f1000ST vJ0 1 f I LEGIBLE THAN THIS NO'T'ATION, �' I 1 1 1995 ITIS DUE TO THE QUALITY OF N0.36 THE ORIGINAL DOCUMENT. ----- dE Z 8Z L�Z 9 91 9i 16l1 SSI ZIT I [T�pI I �8 �e L 9 9 j8 Z �io�ue IIIIIIIII IIII Illl�lll�lll�lllllllll�ll ll�lllllllll�llllllill�lllllllll�Il> II�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIIIIIIII lilt 111 Ifl11111�1ll111111IIllWl�;>ll111111111111llllllliil!ililllllllllll�l ll, lli��I�luUluil Ilu III�IIIIIIuII� 7) 8 Q-1 4G I NZ iJ 31 IC' -__ - _ - - -_ ---_ - _ -- ----- - - i 11 INDICATES CGNTROL JOINT 1 I eEQ` IN WALL - SEE �M G P-6-3 TYF+- �- -- - - - --- --!-- - - - - -� - . -._,---- _ - --- ---- - _�----- - _-__----- - - _.:_ - - - A- -- ----- - -- --- _ _-----_. _----- --- __-- --_�=- � --- -- - -_-- ___ -- -==-�=`=----- - --_ ------- ----==ter._ _.-- -_ - - - --- --- ------- -- ---- --- -� I � � ------------- ---------------- - -- -__ ---_-- - --_ --- -- --- =-- ---- - - �- - _ x I f r' z I z I 1 9. I I - - - - -- - -- - - -- - - --- - - - -- -- -- - - -- -- - - ---- - — - - � ' LIQ II � 5-'S 14 TYP C.J. -n I---7 I- F. r- r 6 3 I I _—�o�-!-- o _.. -----__ - - -- I I —I a 3 +- -I- j - 83 - ------------ {--�a }- --- ___ I I o I I f j B L J �- -J L---� L__.� I L__J !__I_ 4 L__J I I S3 i I 0 1 r ci A A I A I A l'JLT/ 63 I I r rn.C.J. I I V 1 II � I I S3 - DOCK L.E,/ELf=R 4' GOtJGRETE GLAD ON GR14t�E _ I I f SEE ARCS WIT•►d 3 • 24' o1c EACH WAY '� I I I 1 �` --- ----- _—_ __. ----- - - (11/4' CLEAR FROM TOP) - �- -- I I I GONTIaDL JOINT II IN CENTER OF PIER I I I II j p 1 9 I I 1 8 � I s-3 • 8' o�c I I F"1 t I 53 E..+S • e cia SEE I I • I 1------ �-_. - �� eEE 1 A 139 j4) �353 I , I I I 3 _� ---� - -� T�f P CJ. r- -1 r o 1 �i - - ---- - - ---- --- -- *-- ----- - - _ - - - 3I - �: ' 53 I---J L_-J L__J L---J 1 A 13 i A I A I A I I 4 S3 83 ! I �I 4' GONG. 9LA0 TYP. III ON GRADE • IRS__- W., 3 • 24' oic EACH JAY11 el / / / / erEEL eTAIR 1 '�' i //� -SEE ARGH'L. ill I I CONTROL JOINT II 16 / 15 12 - - / I'_J I I S3 / 5?,, S� III I - _ ___ ---- - -- -- ----— — - -- ---- -- - ------- -"__-- I I � TRASW ENCLOSURE ! ISI I I I I -$EE ARCH'L. I II I ! 8' CONCRETE SLAeB' o/ \ ON GRADE W/ - _ EACH WAY 2'1�Gt'1 1:)P- _ 4-43 III 4-" ( I -- j I I I I 1_ I 53 ----- 1 I --- I I - I 1 L_...J L-I-J L--J L__J 53 S3 J III I-I r- L--J I I az I ,I I I �cJ (I A I A I A j 4 I A 00 I I JCiNT www III I j/-"� 4' CONCRETE 5L?45 ON GRADE i f P. CJ.� ul`h I,it I WITH 03 + 24' O/C EACH WAY CLEAR FR O"+ TOP 3 I I Z q 1 I d I l I I O lr 6 I '1 I I 12' 6' I I 63 I '! SIM, I I I I I OPP IyL1�_� I I 2 F 2 E - —^ —__ _ -_ I -----_ ----- I - - � _r _ —____ _ — ___ .— — — — — r , — — — r+,— - -_�_ . -- CONTROL JOINTS * THR�_E 1 1m / 11 1 3 II1,4, (VERI WITH ARCH'L. AND -r- 83 S DETAIL EQUAL 5PACEE, SEE S3 I� 1' 01 r Iol of lol Ib S5 - - S. i L J L J L J J L J L J- — - - `- — F - - - - - - - ----- - ` -- 3CF EJ _ __--3 E- 3 E--- -- - - - - - 3-E i - _ -3 E _ _ _3 - ---I-- - - -f --- ------ --- - i� ' =AGE OF FINISH t° —�' I ABC�'E EXTERIOR BLAB - SEE ARCH'L FOUNDADON PIAN �� -- " �. 7 5. 1 TIOrILS• Rpvtef one COLUMN SCHEDULE ! F00r11NC_ SCHEDULE TrPICAL Ex-ERIOR 8' CMU WALL WITH 5 + 48' o/c -' VERTICAL REINF (2)-04 +48' o c NORIZ- • FLOGQ MAW COLUI"N E'ASEPLATE MARK FOOTING REINFORCING LINE, TOP � WALL AND d8' o%c BETWF_EN "--_ -- --- - � -- --- ----- 2-04 HQ�?IZ A ROOF SINE UNLE35 NOTED �I T65x3x3,16 0 �'.b' x �'.b x I�' �$ E WY _ D� I`��T SCALE FROM DRAWINGS - -- -- =- OTHERWISE ON ROOF PLAN � +�a,gxi � b'-m' x b'-m' x 12' (4)91 E.W. - ♦ERIF`Ir IQLL DIMENSIONS V1�ITt-� TYPICA!_ Al ORENINCo6 2-415 VERT$ FULL. HEIGHT 'N EACH SIDE, 3 T84x4x3AC © 4'-m' x 4'-m' x IPS' (4)S PERPENDICULAR TO WALL _-----__-_- -_ 2 ABCVE AND BELOW OPENING BY OPENING o -_ —�— - -- ARCHITECTURAL WIDTH PL.U9 2'-(d' ExrEN$I'N TC EACH VC>E. Di 4'-b' Y, 4'-6' x Im' (5)S PERPENDICULAR TO IAL.L ---- " - --- - "-- C. C) 3'-0' ), 3'_0. x 10, (3)•4 EACH WAY 72 8'rlb' r-C;CTING WITH 2-w-, Cc7NTINuou$ -- — C) 4'-O' x 4'-V x 10' (4)S EACH WAY L3' 8'y:B' F-OC-INra WITH 2-15 CCNTINUOUB Project Nur+aber: 5814`-14 R415ED F'LATFORf WITH 6' CONCRETE W,ALL AROUND IT - SEE File Nv-m e1 3('c,I 12 Date:65•it-ga. 33 U1-S VERTICAL FU L. HEIGHT +Ib' O C EACH FACE AT JAMS r1 � S PACIFIC HWY.,11748 BUP 94-0124 7 OF 38 — IF THIS D(�CUMENTSS 1 rf P 11 T I �l 11111 1 1 995 I ! T1,1T �� 4 g I �T� �� j } I � . I I 10 T I 11� I �2 AUGU 5T 30 LEGIBLr THAN THIS NOTATIm, �_- -- -- -`='L-- —_ ---- -� IT IS [)UE TO THE QUALITY OF _fHE ORIGINAL llUCUMFN'1 ��E �Z L� ��Z G B I��L T T 81 LST 9I 9i I hJi I Si SII Ti i I�JB I L til 111111111 IIIIIIIII!�iilllllll�llll llll�IIII IIIi1l 11111l1IIIIIIIII�Illl llll�llll 111111111111111ll1111lll 1111111iilllllllillllillll�lllilali�lll llillulllllllllll Illl1llllllUlllil llill..116.11L 114111,111111,11,411, F I , /5��1N�', O J j ! - 4x12 P.T LEDGER 1 / �DOUG-FIR/LARGH r1 J \✓[� 2-96 ►10RIZ AT ROOF GOIiT 2m' m' MIN. M G. 3 T`N�IROUC*4 CONTROL. JOINTS S14 % • 6'['O/G CoIAx Im' Q BOLTS c_.._—.___—.- ----- .` _- DS p (LAP 36') SAT JOIST - - \ A ----- _- -- .14 PSF I I I I i a �.. e-- -0 PSF U 1 r 1 ! a. t' Qk I I I O U I I ! r,_�._. 1 x - ' TJI/39G • 32' o/c ---- �1'lj x Two T V< 3C►�U88E9 � 7 64 ............ CANTILEVER i t I ( ' ( I , I 1(D !_.._......,.. I s i� I i r ` 6�� x 33 C■��4' 1� GLB 0/4 x 33 G•-114' GLC 624 x 33 C04' ( GLO 04 x 33 C■9s' GLD 62'4 x 33 C■114' I I 1 r- I GLB6ix34 C• �4 I WS 814x34 C0 I Qd.O 4 O ! r "V 54 - - � T _I 6 14 1 11 I I \�_ I r P 2 � mECHAMCAL UNR' mom I 16 C1� e I 4 12 A I 1 11 s MPsoN,LSTA 36 STRAP VEF FY WE, WEKkff, LOCATION WITH g4 �4 I �•�'�,--..� S4 g4 I AT e m o/c MAX. (�54q-W PROVIDE EXTRA JOISTS % �� I 1 _ AS PE<XM M TO £3UPF'OFlT UNIT. I �h.,•••' .�.— o BLOCK PLYWOOD EDGES IN Ti-ii8 AF A �- S4 t (5 t I r�,yG •32' O!G 1 ' 1 \ I Z2TJVb"_&G • 48' o/G __� -- -- - - - 1 1 AT LEDGER � IONLY ` LEDGER I I I�I O hr's DI I I a -.... _ 1 i S4 I_I i 1 A� � I , i�Tl • ! 1 I• I 1 j. 1 �i >i 4! .�� GLB b' x 34' G•s1' GLB 6% x 341,; C■'.' OLD 6% x U11 t 1118/4' � I- T -- I _ 0 P9 --- GLD baa x 34 a G■ 4 GI-15 w s R 34 C• 4 GLB 6 4 x 3 G 4 • --- - / ` 0 0 a o —"— �94 SPACE FIRST �SHADED AREA IND!CATES � ,�I�—I� I4160 TRUSSES SNOW' DRIFT LOAL LNG- ADD iii } 416' o c SEE NATE 18 I I I I I �,• S4 1 I- I} /- i - I CAD SE.OUN TO 25 PSF ® 4 T � G PLYWOOD AT GRD E - (ai DESIGN -!VE LOAD S4 r. W/ 106 • 4' o/c EDGES. — —I AND • 12' o 1c FIELD. 1 / I I 15LOC EDGES WHERE NOTE_ f 4x12 P.T LF')GER 1 ` r I __ ----- - ---I (DOl1G-FIR-LARCI-I •2) W 314' D,4. r 10' Q BOLTS hl —I� _ `�`- -- • Ib' O G - �/ I I I I �'`---�' if J 1 rr— I I i AT ROOF CONT. 2-�4 µOR1Z + 1 INDICATES DR'F7 STOPS HANGING I I THROUGH 6 I ! 22 tJ1,95G • 3• o/c_------ FROM ROOF JOIE' 5 /ADD 3m PLc I I I CONTROL JOINTS 2-04 HORIZ AT 84 _-- ROOF CONT THROUGH �' 1 ) r' TO JOIST LOADING VERIFI LOCATION I I I (LAP 24'' CONTROL JOINTS I?.'-m MIN. I W/ ARCN'L MIN /SAP 24'/ SPACE FII-,T TWO TRUSSE-5 I t - •Ib SIMPSON LSTA 36 57RAP ! I I I ILII • I TL— i OJ AT 8'- 0' o/c MAX. � I I � - 6�4 x 34 G•�4'1 iZ ,6 x 3� •��.. I GLOto/,^3 C �' 1�►j.x �4ka .�,�� ,�... GLB 63Q x 341,? C■5.,�• Gt.5 box. X 34l't G•�4' AT BEAM I 16 I 12 2 .m' ( I $4, " $4 r 2'-O �L. AT BEA &64 -- +- �` I i---- OPP t—— 12' tJ1/5bC •,92' °/c I g4 '-2x4 FLAT ELCsKS TYPICAL AT GRID I� ®r- GRIDS O 1 O L .. AT 4'-0' O/c TYPIC OR SEE OPTION `" 0 r • GRIDS G (�, i 22' TJI/5'G • 24_oic 1 I I �+ 64, v • 2-04 HORIZ 4T w��.�. ---~ 2'Ili 2 Omni ROOF GOVT ?HROIKsN I.I I/3SG • '2' o�G l I I W UZ CONTROL JOINTS - I 22?�_.---- 1 I � I 1 (LAP 24' �.�.•_� I I ,-GLS�'e x iP/��, 2 i I E? 2A / �to x ��`� w_-��l Q I © V e x� ( s5 / 1 , a EDGE OF OPENING AM T ' ___ _ I J T �� I G. ' i ! L 0- - iL I�L �.. � _� i- - - - - - 1 GL54x32 Tb" I .xb BRACING I " 32' 011G I �- -` I �[AxIO 4x12 BELOW 4x12 P.T. LEDGER • ROCJFlhO!G _ (DOUG-FIR/LARCH i r1) S4 19 10 W 3,4' DIA x 10' A. BOLTS 2-% HORIZ. A? ROOF DONT. AT ROOF I CJ.cJ _�` 85 • Ib' O/C / THROUGH CONTROL JOINTS 3_ AT well I GL °5 • rl C ("AP 36') 54 �4 �. � \--'AT JOIST -__ AT 2x6 4x10 • ROOF y 5,s' PLYUJOCJD W/ T��NG'RICOAT�OI�OF JOINTS 4x12 BELOW}" -f IOd • 6"o/c EDGES 45QT LAP 36') !2' v/c 0 FIELD J5 COL. AT BEAMS 1 � -71) S5 1 r4 7 6. 3 ROOFFRAMING PLAN � J � NCT S_ Revimo 18: r DESIGN LOADS LIVE LOAD 25 PSF � I _ DEAD LOAD 18 PSF' E� �2J SHADED AREA INDICATES SNOW DRIFT LOAC!NG. 2�Ct - Ai:.0 LCAG SN011ld TO ?5 F'SF LIVE LOAD. I I , I I 2x10 •�4' O/c --1-j I I I I \ � Pl_T WOOD W/ 10d • b' o,c EDGES, I'roject Number AND • 12' oic FIELD, E38'41-.4 (5. 3 File Numbr,r \ Date'. 5-31-94 UPPER ROOFTRANUNG PLAN /N - 2 y _ PACIFIC HWV.,11745 BUP 94-0144 -- 6 OF 38 IF THIS DOCUMENT IS LESS T TT TT 111 1 TfT T �T P1 111 TTr 1T 17VT jt�lr1,r(1 !jt Tr 1�1 1 11 ' ' �1 l 4 F l 1 1 1 11l I I AUGUST 30 19 9 5 ! L,i:GIIILE THAN THIS NOTATION, � ,._ � -- - _ "-7�- -��_---,�� ----1_------__� IT 1S WE TO THE QUALITY OF Note TI!E ORIGINAL, DOCUMENT'. E e� I L Y. Z 8 t111111 �1111t.11111 C>G T Bf Lt SIT 9II :I ICI I Z�T I Tri o�I B7.1111111111{{�1,11111IJII IIIIIIN,111111N�{III!I111'm I1"{111111{{11111IIII111111I 111111u111�1lli1f111111IIfUlllllllli,lWlllill4llllllllll�ly ► 1 1 ll11U1l�Ull�1 1 1 1 1 1 1 11111 l l I I I I I I I I I l I I I{N I I i 1 i E e CARES TO BE TAKEN IN TIMING THE �+ I - '� $-•5 VERT:Gac.S(ANDER,ROOF SAW CUTTING OPERATION. IF T"4E JOINT - --- 5th tE>`ROr+T-SEE•:R'L_'. ,04�1 ii� ',•�� I _ W.Gr L:3cYOr1D Q�--7 - -1,� �� BEAM-SEE I� 3/4"DEEP SAW GUT JOINT IS CUT Too SOON THE CONCRETE WILL '� f t��`c c i i , I DOWEL♦ AOR 5EE E:�' e UNRAVEL AND IF C1R TOO LATE'NE SLAB FA-,E OF CMU s 2-I o c 9 la \1 M4 • F DOt.iE. � .:£3 ,� _ 11 LULL ' H"✓E GR,aCKED. I / - E�`t�RiOR y,1:,B Or.GR,-:-DE POUR SLAB O✓E`-c TOP 4 5L"-!3 ON GR,4DE • • :.,.��T�.�.�.�e • I ��---- GONG SLaB ON GIRo.DE t Jr ` y I OF WA1 L AT DOOR SEE FDti P:-AN-1,C 3 l�! J i GONG 5L.+B \ Et' :, eR451,4 GRAD`F - ------- -- ----- e r FINISH GRADE ()q ON SR-:;>E � SEE-. RGI-I L. F145W(311Q--:DE -'-' � � - � \ � SLA E1 RBNF.-DO NOT SEE ARCHL I _ 6 e7 .alp r- r �. RUN Tt-M OUiSH CONTROL JOfNT - =- I SAND(TYP)ABOVE 4 BE"OW � - v ! It ipl-i I 05 DOWEL AT VERTICAL - INSULATION- � .� \`- VAPOR BARRIER REINF.-SEE I TED GR,4NULAR FILL J I-1115 GO 2-•4 HCI: a FLR.LINE SEE aRGH'L. DO�QI RUN REINF THRU 6 COMP.. �- - r,' TOP f BC'• x 2-04 CONT 6 FLR LANE � JOINT \ \ (SEE SOILS REPORT SECTION 8 51, �' - -- 'vSuLr.TION-SEE:,RCHL Z i'�LL FOOTING BEYOND- J -__- •5L rOIJE_1A ✓ERTIGAL REINF \ SEE ---+ ~ 0-4 1 e 1 I • • T to j -•5 CONT. SEE® 0 • �__-- SET ON NA'URAL UND15TuRBE. W u FOOTING -SEE FDN.PLAN ,/ SOL OR GOMPaTED FILL m • l - J• i FOR SiZE l RE1NF � � • � � j FOOTING-SEE FGN.FLAN moi/ �, '" ^ _ ♦ - - - '� �' - 3 GLS .L•_r�.�.r i.r•i� 1-oEIGHT,5 B.;SED ON Bt_o7CK CONST.JOINT -- COURSING 5%.RTING AT FLOOR LINE _ -3 3-05 U 50%-KE S-4RE IN SETTING rOP OF FOOTING Oj =' - - IITIf= CONTROL JOINT / 2 5 ✓'� Y 53 S3 • -© 53 I •I_ia �3 I •i_& �,3 S3 3,4 .1-m _ 4 OF COLUMN /ERFl W r.RG1•iL.) _- r'„tBE GOLu""'I^�-SEE FDN.PLA,; TUBE COL.-SEE FDK PLAN SL..B EL'zE BEYOND- ' BLOCK OUT EXTERIOR EE 4 W ; I I SEE ` � GRADE-SEE:.RGHL � � EXTERIOR FIN-55+4- _ HORIZ.REINF 3-05 016 o/c 0 GONG.SLAB ON GRADE I ' SEE:;RCHL. �-'' � i UO NOT RUN HORI:;..THROUGH / SLAB ON GRACE-SEE - JOINT ROOF EE T FOR�8:•5S AT � EACH FACE t FDN PLAN e � ` 4-3/4 t -. . F301-TS , t ® e / 5EE NOTE L'J 5HT 51 ! I-•5 VERT.ON EACH ! ' SIDE OF JOiNT - 8 CMU Wl:L� ! I ! `/ 1 i �� MIN.4 ' A A 0-11111111111 ---.V - i i .�7..,�.r�� COVER i I 4 51-;SE TE- ! H� i 1 NON.-SHRINK GRO(.r • •� • 5. S� ! < , � 1-05 CONT.TOP!BOTTOI"" �~\ -��._ �� ROPE l G'•AULK JOIN'r `' j U I SEE ARC{�fL. .� ;6 �. i .� �' �..�_.�. a�.i. • -_ -_` SET ON NATURAL UK 1'1o3TURSED - ^ P� SOU..OR COMPA EV -ILL.. ! \ t f � G FOOTING-SEE FDN.PL:.N FOR _ - FOO`'(�-5EE FOUNDATION SIE t RE'NIC "OR&ZE f REINF. CCNT5 L JQi_�I g �aA� �� \Z.300/ - cJ3 1 •I.0 -' S3 i at @��. 53 FIELD BEND•4 VERT - - 8 CMU WALL WALL BEYOND - i FACE OF EXTERIOR UJALLABOVE EM R8IL-SEE A3o;kR24 INTO SLAB EMBED 8 it;TO SL.�B \ I 4 GONG.5WB ON GRADE 32 o COLUMN• VERIFY WJ ARGHI.. - 4 CONC.SLAB ON GRADE •5 x T.WALL REI.-� SEE ARCi•lL. �� -� ! --- VERT.WaLL REINF. -_�i� i DOWEL.5EE PIT AT DOCK LEVELER- TUBE COL.-SEE FDN PLarl -- - j � � • •'�� - • SEE ARGN'L.FOR SIZE! 04 Y to 12 oJc \ , 1 EDGE ANGLE REQ. 4 SLAB ON GR-ACE - 8 SLAB ON GRADE EXTERIOR Si.AB ON GRADE- �I m�- ! / SEE ARCNL. I a - --- - AT F-"NDRAIL 4 GONG.5 ON RA ' 04 - !�- ! t PT 6'GONG.WAIL W/04 ID 18 o/c B•:SE IE 1/2 x 1ta x 0-1m '.U/ i i 3/16 LONG.SLAB AT RAMP- WORIZ AND VERT. 4-5'8 ox 12'Aft.BOLTS• ! ' SEE FDN.PLAN - " A n I I/2' NON.- 7 s9 13A 1 o!c EACH U,W.Y ' SHRINK GROUT (� POUR SLAB OVER 1 I - Q TOP OF WALL AT '� _ •4 x H�DOUIEL WaLL'✓ERt.REINF. DOORS 2_ ,.�� ,�� • Ti-IIG<EN-O 6 I • • • 5 • ��-- INSULATION-SEE"RCHL. --- ��-�� - -J I I ITh= - I l f' •r 7,777Fc� �. I!I -- - • 9 C ONC,SLAB 8'CONC.SLAB 8' F - F F � I �.�-- 8"GONG.WALL WITH OOT'NG SEE DN.PL4N OR / •5'p 16 o/c ALL WITH f � CY. SIZE f REINF - 6-x 1, FODTINLi W VERT 1 04 CONT. 6 CONC;.SLAB AT BOTTOM o -__ • �� • OF PIT W/04 12 o/c EA.WAY BACK FILL WITH FREE DRAINING ��f�?'-•-- _ _ - FOOTING 4 WALL GRANULAR MATERI:.L-SEE 8 x 18 FOOTING W/ ' - iT / SEE 13 F / SOILS REPORT SECTION 8.6 3 2-(15 CONT. INISH GRADE . • - - 13 1 1FRE 4 I, I, I EL.236 � 3rd i -- S3 S3 1'•'-� 5 ' r 05 1D 15 oic r SeI'1`11 IsAL KIANLA)KS'INU 91RU MIRALANLNll%:l:l1,L%l3il�IS�1'XL I. These notes set ininiinton standards lot constrlx:lion. flee draw Ings governover 1. All reinforcing steel Dur(oncrrtr shall conlirm Io U.B.C. slang ids No. 26 4 76 I. Detailing,fabrication and e'ection shall coni ren to the Steel Constructor Manual file General Notes to extent shown. an(I ASTM ANIS grade(dl for all uses. 2. (onlracior shall verify all dimensions and conJilions on drawings and in file field. 2. All wcl(ed reinf(rcotg sleel shall conform It)AS 1 M A706. 1. All steel to be ASh except a%noted. ('(xrdinate locations of openings Ihnxlgh Horns,roof and walls with archiiworal, J. I khricate and install reinforcing steel according to the"Manual of Stan.lard Ihaoice J. All wel,.s to Ile•matte by(•crUiicd Welder%to A%S SI i„lards with F10XX mechanical and electrical plans. Notify design agency of any disc trl,incics, for Daelailing Rei itforced Corlt recd Stnwittru"ACI SlandAsd 115. clect"idus. Conlractur shall provide all necessary icinp rary supper prior to eongletion of 4. 11mvi(e 2' 0*x 2'-U"corner bars to match horizontal rei nlionang in walls and 4. !lulls to be A NI l unless holed otherwise. vertical and lateral load systems, fet otings 2t all comers and intersections, 5. All swic•ttiral ltibing Ito be ASfM AS(X)Grade 11 ty 46:;si. I 4. I trsl floor shall be permanently allached lu w.dIs prier lu back fillirg ap4inst 5. Splices in wall and:slab reinforcing sWil toe lipped 111 diameters and shall tc h. Oct not oversuc drilled or punched holes with bunting flirt h. slniclure. staggered at least 4'ai aIlemale ban. te ora ) 5. W iicrr nfemncc is made to AShM, AIS(', A('I or other siandb;rds, IJr latest issdre 6. All apienings smaller Than.k)"x111"that disrupt rein fixcinR shall have an stir! t of@LS1S:1C1�d12.11S2LLL.�Y�IC{1S.'lS shall apply reinf(x:Ing faced both sides of opening equal(o the am(xmt disnipted and I. Assumed f in I S(N)list. 6. All wod stlall he in strict ctnuptiance with the l tulrm Wit ain*('axle as amended extending 2 0'•.ecu side of tipx:nttg. 2. All Inasdnry units to be(irad e N I per Ati I'M(90 dry to intenncetiatc humidi!y by the ShJt of(hegon and all 011ier.chic and local c(xks ant;hwlding reg(1lremenUs '. Provide dowels from footing%to n!ah It all serucal wall, pllaslei,and column condition p:r'fabhe No. 1. lhm apply. reinforcing. lap.1O diameters sir," 0"minimunt. 3. (lnoul fir all reinforced brick and hollow unit mas(nrs walls shall be ll8"aggregate 7. IA-6p,i Crilc-ta: , Il. I:tp all bars in inIcT%ccling fYlNngs Y 0"or.1(1(hatnelei's,whlchevI Is grealc'r. concrete with a 28(fay strength o1 21110�isl with mllrlmoli aid Atilt muni'expander er a. [Iasi R(x.(1 tad(snow) 251/s4.ft. (snow build up 9, Al,welded wire fabric shall conform to ASTM spocificati(rt A 185 71, added(4 cxunces ler sack til r. rent). "ulnp$h all M: 7 to 8 inches. >I; hxidiq as per SIiAt)snow A. All woe labric shall be supplied and laid in flat sheets aril shall:x chaired to 4. All mortar ,fix r.ulfrced ter, ray shall be 0.III.C. 'type"S" IH(11 psi compressive load anal is) proper position in slabs. strength at 2H da)_ / b. W irxl 80 mph, {:xpxosure"W" 10. Reinoircing shall rex to hent or displaced fpr the,xxlvenieree of iNlaer trades unless S. All mdxtar sh,d)be mixed by nl(xilanic•a)means and pnrr(xmiotwd by acccrale C. Seismic lone 3 approved by the stmcttral engine-vu measuremcut. Shovel measurement will(i(t1 toe No.'"d GONG.SLAB 8. Meclwnical etimpnent, ine:hanrcal and sprinkler ii ling larger than 2"diameter dr 11. Electrical condk.il shall be pla('ed Will cenleT of slab. 6. 'Pests-See specificaliuns. ON GRADE other items pnxlucinl a hanger Iliad over 50N si tli 1e fl�n��by a sysv a approved 7. All reinforcing for ruasdrry walls shall li(trade h(l.(,nlurming fu all provisions of by Illi design agency riny huulgcr prdxh,cine a nmol over 21111 shall have additional YI'(�l)_IMMINU calcrele reinforcing section above, h;dnungg installed to tansfer llw%c loads to Ile main stnxlural txams a walls unless 1. All laminaled beams to le Iluuglas I it/Larch 24P Va(at simple spoon!calms)and 8. I{xce(►I as dNherwi%c shown, reintircr alt ma ahoy wallls n"oth the lullowmg 2a-- other wfsr,approved Do4iglas Hr/I arch 241'V8(at cantilever leanis)per A111'spociicamxr, nlimnxlm: EL 9. Sh or drawings%hall Ix,required(al reinfor ing sort,stntclutal steel,glue A(ipeatan c rade to he it,duslrial. 8"nominal thickness elllaminated rnemhcrs,fabricated joists and shat lie reviewed prim to fabrication. 2. All glue laminated roennct.'s shall he crotched,shaped and finishe(, i.,fA:r plans and N5®•18"o.c. vertical®center of timuled voids ilxrlhcatiuir and shall h e fabricated with walcrlmoof'glucs. Two N4 hori>'enlal in bond hearts at 48"o.c. (wuh two M4 h(rii onlal in tern! IZrs i�I.m 04 10 IS o c FOL11N11A MNS 3 I:rcwrio i of inernlers shall aolfoinn lu AnT:ssppecifications No. IIS 65. beam @ Ifrrr lines,nxof line,and((It lop of pwtapcl). I. Design still pressure tole 2(1111 psf LL plus Dt.(per suil's engineer 4. ('amber Imams to true lines under 1.50lirtics dead load d efleclidx,except as 9. dept as otherwise shown,reinforce annnd all openings with two N5 Monuxual al me)rnnendali(n). otherwise shown. heat'by opening plus 4'-11"and Iwo N5 vertical at each jamb for full height of wall. (1 2. All fxNings to bear un firm, undisturbed soil or approved compacted fill,t inimwn S. Cevlificales of inspection NI and N2 from RITC ox an trick pendent testing lali rat ry 11). 1'.x,epi as olhrrwise shown,dkoweI all masonry ►alts Io f undatitin walls w i I h one . .�....� will he aired, Nor - - I H"below!Inst grade. N(rify design agency lxfire proceeding if um.suep req dowel x 4 h at each vcntrcal wall!oar embedded 2'U"nloo ecrtcixle. _ ,4 conditions are enc(xmlered in Ih:fouling excavations. 6. All hinder sped les and grades to Ire as loHnws; I I. ap all Bart a minimum(if 41)diameters except as o9he:wise saviwn. I. I- F--II = - -DTII - LR 3. IAo not excavale closer than a 2:1 slge below fillings. a. Joists,beams 211(1 stringers Douglas Fir N2 11 Provide TO"x 2' Il"Kars at all comets an ititerseclitini for all w:!I%a tial ill size 4. ('lean all footing excavatio as of loose material by land. h"nomn• &greater beams&sinugtrs Douglas I it NI and number to hmi7onlal reinforcing. S. lixcavalions may be madle unlet cuntinu(xts I(xdings for pipes. Hac•kfill(o be h. Wracks,hloocking,bridging&mise lkmlg Fir or Henn I it N3 I1 Provide:lar pxosititxlers Iia all vertical reinforcing with high lift gnxrtmg. I - - •s GONT.� g '-,� approved by engineer. c. 2 x 4 studs Doug Fir"studs"of sill 14 (Ro iecl all masonry writs slotted at poli site and circled ft.in the chemenis. &better or N2 15. (inxit cells and Mond beam-,that amain reinforcing or cinbc(kkd iterns. S 4N�h III;Tli d. 2 x h studs and larger Douglas Fir M2 16. All work shall I.onlot in to`ieeton 24111 Ihru Section 241(1 the 1 hnifixul Putdit:g 1. Average concrete at nigih as efetennined b)job cast lab cured cylinders at 28(lays e. Sills,ledgers,plates,etc.entledJed in or Coe dos increase(le oendin upon the lant's standard 'aviation as specified in ACI in contact with commic Press Ireated Doug I it N2 (I { 8 ! 1 s►x" 17. liltctric Iwxcs,conduit and phunlnng shall exit be piacrd in any cell dx(•dnrtc than R TAININC� UJA _ OSUR �!8 T;n Ill be: 3uire %!for all uses. f. "bIj( Douglas n jo - _- L p• cdntainsreinfircin '� tRAS. ' NG'' 2. Minw::nn A'"x Re uirrnenis: 1. ('russ[1ridll;c or soba hldx k at H' 11"rise"mwn o,c. for solidsawn jnisl ' x 12 and a' _ L� --- a. CertI ctxnent yard: 5 sacks fey 3111)psi larger. , liter S 112 sacks 0 slobs on rade S. I railing anchors,joist hanger,psi%!;aps,etc, to he"Simpson"or approved ryo:a.;. 1. All nviffiterri�Khall li f:Knu urea 'S g I. All nnf nemhers shall Ire manufacWmJ by fnls!Dist Atacmillan Corp I n��cct \ulnhcr. b. Shimp: 2 to 4 inches. Deviation hum dk:0i ii shunp d 1/2" to 1". 9 All bolt hirmh and nils tearing on .txxl to he ptuvided will a washer 2. All joists 9,Rll confirm to all previsions ofthe 1'%11 1 Ini:orm HuildinR Carle. c. Air lat(ni!nlenl: Per AUI al nll exlerio•:;!ahs. III. All nailing tin he per laole 25O of IIx I I It.(' Nails called fpr oil the drawings are 1. Juts,shall riot exceed a live l(ia(i(leplecllUn of(R(IOf:113601 or the worxt'ig st k%st% .1. Admix: Waler reducing adhmix(14ozzolilh(x equal)f(r all slabs. ho he conulllrl as shown in t rte ll.R.C. standards for appropriate materials for floc loads i. ilea cd Fi'. `.tltlllh l" .l. Place and clue all coucrele per ACI codes and standards. 11. Culling and nolchmg of joists not iflowed. I"dianeler Mee play to drilled III Ilre on Ile 11.wings. 4 14ovid t rruml joint%in all alai 'In grille at 211'0"o,c.each way maximum unless center I/I of the memlx•r(lo•plh. All oNber Moles Ui lie appmr ed 4. Joial r,anufaclurer shall himish trnplelc engiteering shop(Drawings with 1 kegon I i ! otherwise rah<1Nn del plan%. F'rdlVllle ate-. 374")tdxolcd joints at S'(1'n.c and I72" 12. Studs may tic ixotchcd in the lower 175 til the height of%bud for electric and registrtied professional,:nguleer's rel. l)sic. 5-31-Q• premokled expansion joints at 711 0''o.c. po all exleri(r walks and slabs. plumbing ripes,but no part of notch is to be deeper(ban 25'x,of width of stud. S. I'll series: S. At areas of depressions fur slabs and learns.provide minimum Ihicknese of depth toles of diameters up Iter I/I cif widlh of stud may he drilled in studs but nal in 1. Mamlfac•truer Vial[Ilimish el!end snot i :stiffeners. as for adiacenl areas unless o4lic wis:shown. center III of Illeir heigbl. WI(xking antUoi shear panels,slid meta assemblies as 6. Sleeves,pipes tit conduits of aluminum shall not he emle%kkd in slturhlral c(xocrele [.I. Sheathing to be APA rated will exleri,x glsoe,nominal site as n Ned on tee required to pros ick a complete Odor or n aroirtural system do unless efftxlively coated. drawings. Install roof sheathing with face grain perpendicular I.,supipotts and C. Verify site,weight,and location of ail ntmhanic:t' •quips enl. P::vide additional �� stagger end joints. Install wall sheathing eilliet horizontal(r- --lical and bl,x k all poisls as required. edges of shcalhing will 2 x 4 ex thicker hocking. Block nod sheathing wheir 7, All bridging,lrcaring hardware,bhx:king,hangers,etc, that dawned!to the jousts PACHoled on drawings. See lads Cott nailing schedub R P R shall tot per Tnls lots!Cdrp. Harlan!ckleils. HUpl94.0124V.,11715 8 Director shall exercise extreme care during eteclin of loisi%In pirrvrnl tem front 1 9 of sa htx klieg laterally. ('lvvidk Inte:al tracing as rlydessary. _ _ _ _ .rte.._...._ r . : ---...,.,w,x•,»,-,--._.__.. �� T17'1 � TTT111 �TT 1.�(1�p �l� T1 � tl� t�f�� i�► i 111 '��• fi t 4 6 1 I�1 19 �TTT�T' AUGUST 30 19 9 5 IF THIS DOCUMENT LG LESS I ,L. 8 I ' !r ' j 1�� LEGIBLE THAN THIS NOTATION,, �.�_-�-_- ------ -� ^_.-.- �-- I� .28 IT _� �. l--0 No -L�--M-�- I'l IS DUE TO THF. QUALITY OF _ s° THE ORIGINAL DOCUMENT. � � - � � �j rllil�]DLII Illl lll,llllilllllllll�uuu►fiIIiI11f111110111111111111111111111u1111I1i111i1111i11111111111 IIIllill11111�11111111111111 lllllllll lllll s llllulll llllliillh>< T I W1W1L 9 9 111�IIIiIINll111► ILI{IIIIII iIiilNil �! T IS TAL.LE0 C'/ER llyLiEL OF 2 x 4 l 2 • 6 FR:,MING IvS�.+L� _ -- 2-04 i TOP --- 2-•4 TOE' lr OP OFT J TUJTH 4-oliva INTO OP OF Jp15T - �- JOS LTT 19 OVERTOP OF EACH - - SIMP SEH 4 Iff JI 1 •I' .J T A MIr+IMU!1 OF 3 0 c STAGGERED l • - 1-REINF SAR5 ROOF ►SUN CONY 3 �I� I - 2_•a'TOP 8 CMU WALL_ f ® THRO-6k CONTROL.JOINT /� +, NAPLTUV.TO T o I W/10o ?, 4 0 , -7 rIILTI KWK BOLT '( IL _ SET 2 x 6 ADJAGEN'TO -EDGER ' *6 o•'c FOFZ 8-0 AWA`r 6 CMU wW.L_ I;�:,•,r, o c. W 5 E"(BEG NTO GROUTED P Y _ ANCHOR DOLT NEAR CENTER OR FROM UALL SPACE D£Tj-=N JOIST5 PLY LD FOR 8 DRILLED �; L �' -_ PLY UV p4 2 . 4 HDR SEE9 40.4 ROOF RUN EDGER DOUG FIR �_ARcH--- - u '+G�OR BC_�5 • _ - CONTINUOUS TNROUG� /q M G • 1 lo �., CONTROL JOINT • 7�2 z---- — 1 _ PLYWD3.4 0 ANCHOR BOLT --- � 3/4 0 ANCHOR BDL' `�- , 4 FLAT DL,'�GK BEY OND- V .l I zSi TOE NAILS OR W/5 EMBED W/5 EMBED SEE ROOF , �SIMP FN 14 PLAN FOR SPAGING / 1 - � . Gi NASI PLYUID TO TJ W I0o 51MP5ON LTT l BOLTED TO - -- *b o/c FOR 8-0 AWAY 'bEE 8 f x LEDGER AT ANCHOR F30L' - __ • -8o SIMPSON LTT 19• I .�L.� �-� cIF;�;-I UdALi.. ® Z AND NAILED 2 • 6 3ol� - 0n�6 a.c INTO 1 6 k BE` +G -EE /?� \ ANCHOR SCILT IN NO NEW ANCHOR BOLT --- t ® LEDGER Q. ..� Q. REQUIRED u5E ANCHOR � � 8 GMU WAL:. JOIST OI ^� E50L �� 4,P T LEDGER-SEE PLAN --•--X — - �-' �w 1(do b o c INTO T,, FOR-'RST r.. JOIST O� , I I » cp 8-D ALIAY FROM 1 -0 HANGER BY JOIST MANUF �c _+ --- TJI 5F�ROOF FR.:,Mtr:G PLAN f 1 SEE � FOR.:DDITIONAL � 4■6 P T LEDGER UaTN'V�'L' HOLE � _F R-x xx. SEE ROa FRAMING P 4'. INFORMATION 3/4 0, 0 A.DOLT 0 4 -0 o,c FOR SIZE!SPACING x \ WiL3x2x3/16M0-51%1 Iu { 4 .P T LEDGER• SEE PLAN FOR SIZE ANG USE WASHERAT SLOTTED HOLES ANCHOR 1501-T SP..�•ING 3 L� �T�N *# VII 38 .1_0 CJ 1 .I-0 1 ■ -p �� _ - O S 0 SIMPSON GS!8 3-6 _ SIMPSON LSTA 21 5rt+1'SON TP 411 OR •1-0 STRAP � 4 � 6 LEDGER SIMPSON LSTA 11 R 18 iA x 4 III -SEE _ 511'+PSON l_ST... (• 8 CMU U:«LL '-�. i �.=- SIMP50N''p 411 --- _ 511 IPSOh TF'a! _ b-10o 0 1 o/c MIN. SEE 15E"Ow ,� {. -- - _ 1-04�TpP _ter SMPSON: 5'A 11 GENTERE: � _ a . 6EDGER 3 4 •A DOLT AND - — O/ER.)015' S`IMP CS 18 WHERE /�- v E �` _ t NOTED- SEFL� G_ Com,• o c MIN /I. �f j' 2 r 4 FLAT BLOCK1hG / 6'100 T. 'ROUGH CS 18 AND ANGLE - /4 0.. ` $4 1 - 8 Gr1U W..la li TP 411 INTO 1 4 5_O(-,K _ 3 BOL' .:vD - - �� 7E BE_OW f • . lr e t _ � 'SAME SPACING A5 SHOWN A' 4 x b PT (..EDGER UI, JOIST ANGLE I '� ► T�I J015 r SEE►ALAN 6 100/Mlh/ •'• • • • • • 3 4 0 IV A .-T 4-QI o c / / S 5 - - � EACH SIDE F'•.`yC _ 101 _� F/T ® / i4 1 x 4 FLAT BLKG {i 5PLICE 4 x x 4 SPLICE 4 x 6.2 • 4 -_ I SIMPSON TP 411 GAN DE,NSTALLED , F LGE 6 1 - — • — OVER'OP OF PLY wD . FL-A7 BLOCK FLAT BLOCK � 3 8 8 1 r 4 FLAT Bl KG • �' ' \ 6_1pr SIMPSON TP 411 OR i T :R \ IOo x 4 FLAT P \ .�OINT/G AT Fl,_` IIG P AT PL WD ONS SEE PLAN- R 18 G.: x4 III 6E-E10d�11 v/G MIN. A LEDGL c-'Co 1 LA BLKG BLKG b-l0a .EDGER• e ►-� z 4-0 of c AT PLY WC SEE g 3 Nom' 5 JOINTS r. J 12 { 6-10o THROUGH GS 18 ��JJ `7 J SIMPSON'P 4 GAN BE INSTALLEC ,:r;p TP 411 NTO 1 x 4 BLKG _ '�'S' y OVERTOP OF PL�'WD OR � .E ;p+ AT BLKG. -- -- AT LEDGER -_ e - 4 x b P T LEDC:ER W' It 8 GA. x 4 • € 3/4 0 x 10 A Bk7LT• _ • • . , n/ / f 4-Vol c FLA ©KG ON • • • • 8 CMU WALL I I' 6_100 INTO 2 x 4 EACH 51DE OF "Y' } FLAT BLKG ON 8 C"'1U(."LL JOl$T _ rr EACH SIDE OF - SEE x'_ .JOIST p�,,N ELAN I ^ �--- -- -- _. SEE F'L.4ti 1__1.�� 1 C �7 "SON LSTA 36 STRAP r ERS 2 F'L`,LV AT EA: 4 1 0 `.4RU BOLT SIM 50N HD 6.4 _),+EIRE NOTED ON ROpF 0o f 6 o/e{NTO DEAAI"1 PLY WD 51DE DRAG STRuET G~ / p Y F'LYLLID � � �E 1:11TH 20-�0o NTO BE:.M L WC F'L"WC SIMPP50N JOIST HANGER SEE LAN FOR-OAD ON T� n H,:.NGER(R■ //X! 7 / s y I O O 1004 oc = i -nTx r / ALONG DRAG O O / STRUT 3%4 0 DOLTS O O fT // PLYWC ON EACH 51DE � DRAG S`Rs' SEE�_:.•, T;r•1c+c,O••-.(.G - • _ r-.CT OR`' GLJEC /" f � OF BEAwI WITH 10-Imo 0 BRG BLOC��JHERE �� / / �/ P ITR BE.1M O SE. 1 \` REOC `\ I � (� O O y „ O O / C1 <� O O , UJEB STIFFENERS.:5 READ i %�`M'''me ......i — B` _jO15T MANUF T�' _ • FACTORY GLUED BR BLOCK I AT EACH ENG SID),RS li4x 8 x 1-4 m SIDE 1ES 81/8 GLR - - 8 3 4 BE,.M MTSCN AND AT CENTERY�L_r 61/8 GLR SEE / \ ^8A i =EE S4 OF SIDE R 81'8 GLR.I i 1 1 R5/8>.8x1-4 1£1/8x1,)xl-4 634 E1E. �� G1 BEAM-SEE PLAN .■1 1 TUBE COL. -SEE FDN PLAt. \ ' /is x 1 s 1 I-4 �- SIMPSON HINGE CONNECTOR f AN w _ F � 3.110.r t - HG 2G Ta 9-b .�.__—S�._� 14 TL95E COL SEE DN PL•. 11 1 4 3 w a. 4 - 5� S� . � g4 � .,_0 � b DRAG STRUT — - PLY WD iS NOT 5HOWl• It 1/4 x 4 x 5 FOR ^I ARITY V SIDE W/�� 304 a DOL S SEE WALL BEHIND --- - • • C 8 x 1315 EMBEDDED _ / ^ INTO'WALL-SEE / 1-04 WOR-1 9 TOF 3/I(e7Ti' m AND •4 r 6 P T LEDGER NC?T SHOW(' / rOR GL ARIT' 1. 04 x ro-C .=BOVE REAM m 8 GMU U/4LL C8 x 1315 Et'8=_DDED \ 3 4 0190LT W/ .JASHER• 0 0 0 0 0 0 M SLOTTED HOLE m '` , / 1-r4.aORIZ 411)ROOF:LINI'e INTO UJA�L-SEE 21 / / SEE / F �� 3 1 O BOLTS 1.+s N Sa i�RT1C 4L SLOTTED HOLE - TAPPER END OF BE +M / _ 4 0 , 6 E/P 1501_T - - # 5 O`EwrSHER AT SLOTTEC AS REQUIRED FC,� r r 11 INSTALLATION /� / ✓ / EMt3EDDEC C.8 • '3 3 1y, • i1� o SIDE K_S 1 4 . 8 SEE 21 / , -- / ' 8 8 CMU WALL � II aA CRAG STRI." / - BENT R I;4 . 3 x 3� II, O I AT 8 BELOW TOP OF BE" -� a 3/Ib { BE,ar^ 3'4 0 DOJ_' '' •5 ✓ERTS. I OI 11 WDE POr_r.E' / ?aT«BOTTUM OI- f 1 O 15RG It 1 1/4 x 8 x 1-8 • • / PLAlyY�B ,Ms BEAM r W/1 e HOLES TO PASS11 •5 VERT THROUGH Ea j/ j �/ _ •4 -�`" COR^ER BAR S AT 04 HORIZ 1-•4 x 6-0 BELOW BE". $IDIS R 1/4 r$r - / �� ;'/ j � �/ �j s-041-IORIZ � 05 BERT � °TOTAL..+ CORNER -- - --._ 3/4 0 BOLTS T 61!8 CI_I¢ 0 e,3/4 BEAD' - - 5-•5 VERTS.*8 0,c •8 CENTERED UNDER BEAM FLA � Qll1 BFdMc+ �/' 11 x f� 121-0 _ _--. -- --- --- '� :8x13.15 t.:, 12 NOT USED NOT U5EID 01 1/2 0 , -1 J ==I — 14-O6, 4-C m r1,, UIELDABLF.REB.+r NOT U5ED F=LIc \unthrr Lj i tsi - Fi r � rl — S=4 PACI-IC HWY.,117AS �) 22 ` �/•�� _ _ I nur,640124 O - y 10 fir.38PTIl� _ - --__ -------- . . ,r -� rjr Tf' rJt 'V77LT711I1T1 � ( iX11 �-i- t IF 'PHIS DOCUMENT I5 (.ESS ��IT 1 1 I I I_1�,1 I Mi�r7U,7I JO199511 4g - 011: _LEGIBLE THAN THIS NOTATION. _ �__ -- . ----�---- �_ - _ - -- IT IS DUE TO THE QUALITY OF No 76 THE ORIGINAL DOCUMENT. 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E:.G�5'�D 1 A. ir 1 1 /ERT I I r ` -t >� dor- w I 'jIj 1 4 +1-m -EE __ ---- t Co PACE OF S*UD •5-loo � NOT USED r.ir • u, :.RC-+L /' BEYOND I) rk000 i •Cv-EDGER W 3 Co •b UNDER WL"- WIT1.4 I ?• NTO ,/ERT 2,4 . 51MP50N Fr 25 I 51MP50N F26 f EAG►+ �' 2-IrOo f EAG-• fo f Ib c SIMPSON /ERT ; ,4 — , . 4 BOS®16 o/c G F' - s _ I SIMF'SON LSTA I$f 32 oic- 5EE EQ EQ 3EE.:RC-»- EQ EQ SrPSON LST4,2 f \\ i BR.CE T c > \,\` Ii�B 9TIFF[NER B I� S ORE RONT-SEE ARCM. 7 • h 5-jDS AT CANOPY SIMPSON,ST.: 2•32 o c JOBT MANUF {` 8 CMU WALL BE OND f 2•b BRACE g O ROo�3E�oNn i 3 , r \-W \w F b a / _ SEE FOR..DD'Ow;L NFO , � OPP _ r r r�-— e "AND i _ - I _ - F JI H / .»GE OF clr S I I � ' _ 4/ I +' E.»G•.<<.r E 8 c fu METAL STUD WALL MATGW BOTTOM OF BE I 4 ,12 II O � ', `` gEr , ry • L - • • - • •b LEDGER W'2- Co 1 _ r I i" I �► • _- . PLYWD ( E,:.G"STUD 18 NELSON DEFORMED SEE INCWORS f 4 o/c ATTACI.IED TO ; - GL 51/8 <15 SIMP30N WUG 412 •b - I BRG PLATE ,I •5.24 o c / I 'E i L' • C- r_ 1210 . 18 NE-50N DEF OMRED ` K 'S :OLJM�i kORIZ.l /ER' / /� ANCP-O f CENTER I i !e 1/2.6=I-to 5LKG I .;T SP:.NDREL .;TT,a,CNED '01Q 3 8 . 71 : •0-10 3-+5 /ERTS -� I ' ` 'rbTT 5rt-1P50N LSTA 36 2 FULL�•JEIG«+' '' ��• � � TUBE COL -SEE PON.PLAN �6 f 2a o c f Et+C►J FAGE COL. AND BRAC K BELOW 5FEe T �' O L ;-.SDS f 3 8 Pv;F 2-•6 , F'LYWD OR GY►' _ E..., 3.1n 1 ISRG.It 1/2 ,111,9 32 0 COL -SEE.:.RC" _ ON ONE SIDE-SEE V.__� / DAMMED INTO CMU w TUBE COL -SEE PON.PLAN 1^ l� to 11 14 ' +I_m � 5 1E' •i . 3 . 3-4 f 6 3 's 3 3 1' 1 !J 8 CMU W.+"I. EACH SIDE �'-__ _ ,�_ RLYWD 'OP --)P , E., SER BE-'. -)EE /~ �� _ 6 STUDS f 14 a c Q JOIST NO' dd!F 0 0 o 0 f • • f SHOWN FOR /� O — __t— CLARITY IL- pLv� 5-3'4 0 BOLT ►'LYWD r 3 4 0 BOLTS 3 6o f c:.0-+2 4 r'�l / - 51MP50N N5 f:',2 o'a W E... T^ NOTCH BACK OF 518,33 r �� J 3 r 4 .0-101 ; _ v GL 51 8 . 33 f 5� - by f EAc:la Srli,'� BR.ZKE'FOR 4 , .E -� ' R rp .s . 3 . 0 f E3E,,M I, � ) O E.:CN 51DE W 5- OR GuT "ROUND S'R:+F -- Qj I 3�16 : -•6 • 4-0 WELDABLE 3 •1 m BOLTS DE PL..FO t d G JOIST - \` 4 P"a-BLOC: f'b o•c 4 , 10 REB:.R \ \._3 ilea v PLATE / `E -4 r 10 y 1-m AT GOTH SIC�ES 2 %I `. - z-•b • 4-0 WELDABLE REBAR f 4 o c ( w 4-3/4 0 BOLT R 4 • 4 } n LAP WITH 2-•b i4MZ f ROOF L;NE 2-Imo f EACH END r 4---+--------,�— R 1/Z ,.6 .1.0 2 ,6 LEDGER o 5'uG'S f Ib oic r r r PLAN - ROOF LINE R 3 b •b .0 10 TUBE COLUMN-SEE FON.PLAN I b � 19 15 --- 55 •'-m S5 I rl_0 1 .1-O 5 _I_� S5 I .1-m I i I i Pto) cl \ullibel PACIFIC HWY.,11745 SUP 04.0124 11 OF 38 - 9-5~ Tk�S �acvMENT Is LESS UGI JST 30 fi� �� I I'�1 I I l i 1 1 1�1 �l I- q , I LE1. 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P.P.e LOT �C CATES INSIDE 4 OUTSIDE TURNING RADIUS F •233' TL 402 - REQUIRE"ENT PER FIRE MARSLIA'_ EXISTINC CONCRETE • c1 � 6S 0 0 rRETAINING WALL _ I - �. BUILD INC�s �`Tu m r (a / 32,380 S.F. 0 _ w°`L FIN. FLR. +233' IT e �'� —rr ,i ` 1; 1 �uARD I 5 EQ. SPACES ��. I �N !' LOADING _ e � RI_ MN 8 -�° �s�. ASPHALT PARKING LO -- I� 6 �0 � �p.P. i m �r SEC '37 26 Q2 42.03' u I: • :_c. BIKE RACKS sP, \a" /•-p 5 1 ` .4ANDICAP c c -�T/ I ri li1�OvSR� RETAINING W t 1 dm 5 15N,TT .� - 4 -c':'r•II / 1 y� ' 9 , t _ I. PP EXISTING ,� ST, SRC Pni�igi.' R t T AN t -�- i A RETAIL STORES ,9S As BUILDING/ 4H A_z 2S e I / FIN. FLR +228 / �� -Z' 18 -m' I �� .C. -P 155 �y w I S.W, PARKING N t---ASPHALT n� T J PAVING R2 P.P. LO / r� » © -- $1 -m' - P.P. O1 (TYPJ P. �� p.P. 5'-m" / Q1 �3M TRA IN INC- ENTER * �•1 t PAINTED f'� / R 43 I I - Q -STRIPING ;PF 4S 0 \ O w WHITE'- ( I R26 pEi ! R Pl.�R1G1M1.Cx 'rcEA (85 3Cy� tip / \_ E.C. N �' OVEIRHAh; �P�� Q DRANt I Q \'1fp. \ \ , / PP. WITH FI . Df PT. P.P p5 t -� .� b" 'y�• \ ��• y1 a CONNECTION TO I O '' \ , E C 1 a -rg - BLDG 15 ra_° "� � (�' +(O W�'.� .. 11-001, 3s X01 0 01 -0N� • / --- - Q -o- �, �, / 51TE 4, A _10-1`f91 3.F. 12.41 4CRE5, E'C BUILDING C3R055 S,F. • 32,330 .5 f- 1 WAT R / 1 /� 5- ITE PARKING- 116 5TALL5 f Gt-1 TRAINING GENT"-R � � I N '' LUATQUA IT`r � W � — �� / ,/" / STANDARD-- b9 FIN. F + �+ 60 U` P.P. / y COMPACT-- ;2 e LR. 2 2 1 (EC _.y" SIC- ILTFE , / ` �`� / HANDICAP-- 5 `_.-.DES I VAN ACCESS BLE V j► LAWN TYPICAL '=A IN "E ACCE5S ASREEMENT / C _5TALL_DIMENSIONS .AREA FFR CDC" / i 5'��.:�cr - h E" i� _ p•. STATE REVIEW �/ GC' r'AGT 8-:a' x '5 -p' 5EE ATT,aCHMEN? A / HANDICAP . 9-m' X Ips-0' G V // Q7ED 5-3.94 a V V - s ��, ��o � ��,'� % ./ AN CA OT COVERAGE - - - _ w11 \ C,�,�p\N " ' , / EXISTING /� / AC%u"L - o�' 2� ' CURB-- ! /, / REQUIRED SI � \HO�'LIFE ,- _, ��,� ' PYCON SIGN 0,t\�Fi� �/ E.C. EXTRUDED C. <E ro TE ONE F300TH / \ = 3 �g 4 6' ri3 ■ 2 •m" RADIuS '�pN S L. RA . 2'-6" RADIUS N 590.81 E Q& . 3 -E' IRADIU9 RADIUS pQ c ? -(o' RAC ..c ! PF�p� C G 26'-0' R:� Revisions: EXISTING TRI-"ET _ ✓ BUS STOP LOCATION SITE FL��N TIGARD OREGON t WESTWOOD CORPORATION N Project Number: s 88141-14 14A2m1-N z GRAPHIC SCALE File Number: / G Date: 5_ ,,_94 30 0 30 60 , t - PACIFIC H24 1171S t A — 1 -- BUP 9A•0,21 t IN FEET iz of ae — / — 1 inch = 30 -t , �f T�T� �T �T n IF THIS DOCUMENT IS LESS 1• , I I I l 1 I T lrlrl I'I P j C` 19a7 5 !.LGIBLE THAN THIS NOTATION, 4li, iZ AIjGU•aT 30 IT IS DUE Tn THE QuA[,i'rY of � H se THE ORIGINAL DOCUMENT. --- -- - 411 L T� T 9 T 61 1 I S�T �Z t -I i� T 8 L 9 9 £ I Z T:.rue IIII�IIII�Illllllll�llll!IIII�IIII II Ill�lil �lll!Ilil�l, lllllllll�lllllliil�lllllllllllllll�llll Illl�lllllllli�llllllllllllll hill l�llll 111111111111111111�llllilllllJlllll.!'� ' 1111.11111111,111111�11,1�,11111 lI>IIIlIIlIIIIIIIIIiIIIIIIIIINII i - — PORCE,TA N =NAMELEG STEEL =---- .\ I `^��,ID m A _ 2" 'VERTICAL. 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BIKE RACK DETAIL _ _. _— _ - — - — --- ✓ - 4 SCALE 1/2'• I'-0' - I `' t ' SET IN CO\ ti,G.. , BEG LTJ I , r111111 i -- BACKI=ILLED 50IL —�P12„„wi E2 ,�'isiR. I i •�I _. __ 1-_ .+ yllp,, � !..� \ � Q ! n , 4Z'N�A FF. I 3- ?1217 I y —. -- -DE L T — T I I I I P a _ E U --- 1 ' N.G G N.A N ACCG. PARK NG�I E PARJC1NCs - 4 -- • (� — x Axv -g , s'�' SCALE: I'. I'_�' ` 10. EXTRUDED CURB DETAIL � /S 4 4' W. PAINTED *�rXlIVIVE� I y _ - / STRIPES / 30' TT'P. SCAL'=: I'. I'-0' - IE7- 7, ' DN (l J: �t 1 cv • �7 fT�/'- t .— - -1- I ffO'GL�1C'TJ .7tLq/! � NoT 6,vcTtoA�i! ccsvczFTF_ f —_--- / FAG~ Or- z /� ------- 4” CONC. SIDEWALK T / ON 6" GRAVEL \� -_ - - BUILDING rV — eE�CN-- ~ "4 CONT. T 4 I l-- _ A.C. PAVING STEEL STAI�Z --- --- - - ' , N - -- ,. ,�G IOX6.5 5TRINCsER I �' e. PRE-MANF'D. STEEL TREADSi1 , BOLT TO kIALL 1 SLAB w 9. H.C. PARKING DETAIL C> C> , ° V� � - '/z'm EXPANSION ANCHORS '+�� ' ` - � - 4Fy 37cavF ti\ -' SCALE: V4'- 1'-0' G �-4- `.�'�j�"�,` 11 . SIDEWALK DETAIL 6. TRASH ENCLOSURE DETAIL 8. STAIR ELEV. SCALE: y• I'-0' SCALE: 1/4'• I'-0' SCALE: 1'- 1'-0' � O � °'" E •D'COO� r c�A`z . >,•�= � �' C.Or':, FILL----.� V i _� M IS��IS�---- 51-•c.r �15'13' I _ _ p — I - :./ ' S/+/A N. 7 �iV i !✓/.i T,E I I \ / . 1 / ' ORONO S I / _ 4 THICK z 2957 IIIWAr I L- i ICA :- 6 STEEL PIPE. o Zr�AP �RCo/�+E € Winer C�oofL P-d�reo �rrE� sioe F ✓raT/oi�! (PAINTED WHITEJ I 61 o p ,�f/`t 7" ,��ci/+�io..! ,v/o�..�.'-ier,4< M,G�s r-��• — i v ��//.rR 9��X fit 6• � I -------- —-*- U+uMi ffVg - �' ,7 Z287 Gio�.�T" = _ l C� _ � - �fE SEE SITE PLAN o —• I I I ?7 \� r O n N FOR LOCATIONS � .o I 0 40 f O I j - t- a G a I rt/yI'iiv Fi 7r� ZaE ll- e--,A. {', 4e a Q (f� I n Revisions- it s, s- . ,,�� (T�-�� 18. BOLLARD DETAILS - �I , -- CHAIN LINK PENCE I WITI-1 VERTICAL °LATS SCALE: I'- I'-0' -- -- I � I /_. . _ CL.4/�ivE• � �4r �� yT. 61ZEY' �i'75 •¢c E,e'!C/ r --__�---_-- 18'-0' GL EAR --- ------ - � „ "4 CONT. TdB ------ -----__----- � t o j I A.C. PAVING 2, -.•_.. .. FINISH GRADE { - _ - ---- --- VARIES--SEE SITE F-LAN FOR CIME_NSION BROOMEC FINISH CONC. SiC 'wALK �o��°� b sar� Project Number: r t 88141-14 T _--� SvnJ.�sT �g t�� IIII�IIII , , o�° o o Ilill_IIIII I File Number: 14A203-L. >BL. GATES IIII=JA ho bo�o�' o o bo _ fjFd/fd •9�7ddr9L )5- 1L F Yr r ' r 1111_111J1 / Date: 9-` -94 �,�/t,s /r„ `�f��{�� iJ BARREL LATCH =1111=I1J_II=11 ( II =I 1 II j Ig— ,i=IlIt1=IIII-II( -IIII=IJJJJ_!III 11=1171=INN-4TI-INN=III =011-IZ(I NII=(1111=11111= �E.2 r2w17-- ES _ s" BASE GRAVEL OR ;RUSNEC S 'CNE A - 2 i 2, 1 '7. TRASH ENOL. DETAIL 19. SIDEWALK DETAIL 21 . SIDEWALK DETAIL PACIFIC HWY.,11715 SCALE: 114'. I'-0' SCALE: I'- 1'-0' SCALE: I'• I'-0' BUP 84-0121 1 13 OF 38 -- • IF THIS DOCUMENT IS LESS rf Il �� 71 �4[1 I ` 1TTT1 'I' 1 .7 ' r I I LEGIBLE THAN THIS NOTATION, . T 1' — 1 T� AUGUSY 30 IT IS DUE 'I'C1 TNF. QUALITY OF ", •� G'=sstT�. THE ORIGINAL DOCUMENT'. � �� 111t,11111111ii111illlil11111i i111111ii►1u111i1111116111 i1u1111i 11111111111111 111111if1111111111i11111111 i1u1111i i 1111111 i1u11111 i�ul i i�l�lli�i}�Il�ui ii�lIqui`— ` e I LLitilul iul illllllll�illl6►►T►IIIIII�1►�iN�l y I — i 17 ) R.JUkGENS � 3T-10 eA �• PORT'_ NU,vkr�, � I 4 � 2 --9 A-6 Roos r� ,Iw /�" OF A IF- FACE OF -.-•..L tTYPIGAL� SCUPPER �L.GE C>= C^^� WALL � - -- -- - - - - - - - - - - - - •- - - - - 1 1 I=- 1 �25) �EEAVE 53.CCK W -- I - z x UNFINISHED --- LUNO_ N/TRAININCs A � I - , MAN Ca CADGER O C ROOF HATCH NALL ----- I I 103 - _ I v`Itz BOARD _ ( JAN I I COM UT �� ,•.� `` I I I I QI STOCK ROOM RooM Q6TOMER S��v1� I I - ---- - ---- - - - - - - - - - - 41'8�\Ii ' \ 105 ® _ 11 r—� 1m I5-E_= 3__.,-�- -FF^EQ T I I I f+■1 � 7-R TER A. CLEARANCEI 9 > 36_e `; e, CLEAR `- - -- -- ---� - -- -- - - - -- - - - - - I a" cER AREA -1 w0K MN -DOCK SEALS L I v I : I I _ SALES AREA I -EE n , \ I f I I I 32,38P" SF.t I \ 3 �..p I I FINISH FLOOR 4 �� II I ELEVATION I l -�. I (�-� • 233'-0' I I I ! I I I 5'ONE 3/4' CLEAR I A 9 I� 3 • I RAIL PUSH E'5UTTON ! FOR AUTOMATIC ll PROVIDE ELEC. I I 1 m O I 25'-2' 12'-4' 12'-8' II'-41/ ' 5' 14'-3' \ 5" 11'-a�i' 12'-6' • I --_ I \ ;� - - - �` 4 EQ. SPACES 4 EQ SPACES 1 1 0' FIRE ALJA STEEL COLUMN TGA PULL BOCARRY LOAD OF W LL LOCATIO \ = ALUMINUMABOVE (TYPICAL) _ STOREFRONTALVESTIBULE X) I SYSTEM btKE113 4 EC. SPACES 1, ' :P. I {• � ;• Q I !• I I HOSE i ! • M I I I IF j �. II BIB _�+� ( : • Bib,-it lit' !I_ .1" 36'-2 Il2' I0 - - -- B — - r'.O.'• L G��/� I I M.O. I CANOPY ._ 1 RA KS ABOVE CONTROL! JOINTS CF�) r I AurorlAT;C Db R• ., j i I I BUTTO I I 9 FACE OF " A-2 ;N 26�.. A-2 `} A SIM. CANORY WAL v - r_ I - - — ---- - —�^� - -- `32" o COLUMN 1 / EDGE OF 8 ii'q" I�4"0 5'4' IIIq' FINISH) GONG, CURB TYP A 25'-5" _ 113'-� I/ 4'-8' II'-8' II' 8' 4'- " 13'-1 1/2" - I �a" I 25'-5' -*•- - - Y --- - I I 1 I I� 1 PARKIN , FLOOR AN � u r n A31� 4, 7 5. 1 5. 2 1/8 - I 0 GENEPAL NOTES LEGEND _ ___ Revisions: �-- DETAIL TARGET LAN�_CRG S RESC�`5'BLE 7C ':R`w,4-- �F ELECTR!CAL SYSTEMS, EGRESS LOCATIONS AND �� LANDLORV 15 10 PROVIDE ALL WIRING FOR 24 INTERIOR WALLS TO EXTEND TCA HEIGOT OF 6' MIN. AND r N 5'- L__ iNTER CR GOt.�'!N3 -O A F N B-EG B,ATHROCM FIXTURING REQUIREMENTS SHOWN ON SPEAKERS WI H CABLE HOMERUNS BACK TO THE ABOVE FINISHED CEDING (UNLESS OTWE RWISE NCTEC' SIZE C= / ': OR LESS, THIS PLAN ARE CONCEPTUAL AND MEET SEARS 'SOUND SHELF' LOCATION IN COMPUTER ROOM. WALL SECTION LA\G_CRD 'S E5 CNSIBLE r-CRR: =RT"WALL AND PHYSICAL REQUIREMENTS ONLY. 25 TYPICAL AT PERIMETER WALLS IN SALES 4REA: � �, n VERIFY THERMOSTAT LOCATIONS WITH SEARS LORI* vC: ALL S.+�ES A'PEA PER"' _:"c u1<+ .�5 LANDLOR'.D/DE*ELOPER'S ARCHITECT SHALL BE 16" T,I. "FIXTURING PLAN" To AVOID POTENTIAL 21/2" METAL STUD FRAMING 0 2a• C.C. W17H 1" RIGID ✓ES*'B��E AND OFFICE t+REA w.:__3 SC -�A- *.+ET RESPONS BLE O MAKE SURE THAT EL-C RICAL CONFLICTS WITH T.I. INSTALLED PARTITIONS. BOARD INSULATION AND E/8" GYPSUM BOARD. i � �s! L HE'!aHT INTERIOR WALL EXTENDED TO ROOF - - 4,RE S_E FOR PAINT. PAINT HE3CVE y -!E' AT SALES SYSTEMS, EGRE55 LOCATIONS AND BATHROOM (STUDS, INSUL. t GYP. f5D TO GO UP TO A HEIGHT -'QJCTURE ABOVE. FIXTURING REG'JIREP"IENTS COMPLY W1TW STATE REFER TO DESIGN CRITERIA FOR TOILET ROOM Cr- 12'-0' A.F.F.) E 20 GAUGE METAL STUDS 0 24' O.C.W/ ANG /E5 Z'BuLE AREAS U"ITN SEARS 569-BIRCH. n 17 TILE DESIGN AND COUNTERTOP INFORMA ION. _ AND LCC,t•� C..GES. I lU L<,YER E'.'/8' GYPSUM BOARD EACH SIpE. ---`_--- SCUNG BA-- INSULATION IS TO BE 'N5TALLED IN ALL LANDLORD 15 TO SUPPLY- AND INSTALL ALL AUTOMATIC DOOR L'.A. i:: HAS BEEN VERIFIED AND , -- -- - i WALLS -'-4- EYTEND FRO"I PL TO DECK. IIS CONDUIT, OUTLF'TS, JUNCTION BOXES AND I$ (NOT J65D) AF'PRGVED PER �1p.H. C•OI'PLIANCE. -T- -- RECEPTACLES AS SHOWN, HE SHALL SUPP�`' RE=-RCC" WALLS AND WALLS DIVIDING AND INeTALL ALL CRT, CASH REGIyTER AND (Z� 5F6 2(IAI/ /-rt J'�+-nr---v -'Alt ;55W '"V& -f S<RECE /NG AREA FROM THE SALES . .-` TELEPHONE CONDUIT UP TO A HEIGHT OF 0'-8" GG= :E AREAS ARE TO EXTEND UP TO STRUCTURc, ABC✓E THE CEILING, ADDITIONALLY, THE ALL PHONE AND COMPUTER EQUIPMENT IN COMPUTER LA\��ORD IS TO PROVIDE AND INSTALL A 6'-0' LANDLORD IS TO SUPPLY AND INS'ALL ALL 19 ROOM IS TO BE DEDICATED AND ISOLATED. G CRT DATA CABL NG A5 MANu,=ACTURED BY Project Number: LUNSH TRA!'•,NtiG RCOM CCUNrEla U!dlT W/SINK. 'SOUTH I-:ILLS ELECTRONICS.' REFER TC DESIGN LANDLORD IS TO ACID WASH AND FINISH SEAL 88141-14 SEE SEARS �E51GN CR'ERIA., CRITERIA. lam) ALL EXF'05ED CONCRETE FLOORS IN THE STOCK IEC- -C CESER iE AND 1"= -`ti ---E i� ALL NON-SALES AREA OUTLETS ARE *C BE ON AND RECEIVING AREAS. C� ,� �<.-E� SCR 'HE t:u5'C^ E4 24 HOUR LCGKEr- CN" BREAKERI+. Ile Number: '- '`� SEE ELECTRICAL DRAWINGS FOR OUTLET LG�AtIONS. 14A4(U�-D 5EAR8 w.-_ TELECOMMUNICATION SYSTEM(S) AND ALL OTHER =4' i�E AND N5*ALL A'• A LATER GATE" t2 LANDLORD SMALL SUPPLY SEPARATE i'IETERING ELECTRICAL ITEMS. fiete: 5- S- `' 94 FOR ALL UTIL TIES. GE\ERAL OFFICE FAX/CO°!ER, MAIN SALES GCUNTES25 ANG OFFICE FURNITURE PROVIDED AND INSTALLED POWER REQU REIh1ENTS AND NUMBER Or CIRCUIT$ 22 /NOT USED B` SEARS 13 TO CORRESr-OND TO SEARS DESIGN CRITERIA. A =113 30 -'-\D -;_ "E` _ SHELVING UNITS, LOCKERS PHONE SERvIVE BEING BROUGHT TO INTERIOR �C.�NTER SuCWN IN THE STOCK" 14 OF THE STORE SHOULD TERMINATE !N THE �- * REFER TO SEARS "DESIGN CRITERIA' PACKET (DATED 12-16-93) - RE_= -- 5F'ACE AL�OCAttON COMPUTER ROOM AND BE MOUNTEq BEHIND THE 131 DICT UBEC B` SEARS. G'OOR WHERE 'PHONE BOARD" 15 INDICATED. FOR ADDITIONAL INFORMATION. PACIFIC HWY.,11745 -- BUP 940124 14 OF 38 ��.• T T r 7 I T T 7 I T I I =11FMCZ • I F THIS DOCUMFNT IS LESS 1 1 r� I �� I 4 I I i 11 1� I AUGl1S T 3019 9 5 LEGIBLE THAN THIS NOTATION, _ �L-- -- --- {` "P IS Dl1E TO THE QUALITY OF _ _ No 36 'rHE ORIGINAL DOCUMENT' £ LLZL L��IIIIIII21111111,11Illlllllllllllllllllllllllllll1llllllllllllllilli,�lllllillllllillll!�IIIIII�IIIIIII!it!iIIIIIIIIIIIIIIJII� �Illlllllll!llllllllllll W I.iit�' 111I1111�1111111!lillllllllNll r - 5 �� ,� : �) 'Uri fi - - - - - - - - -- -- - — -- --_ ------- ---t-- ----- - — ON R.JURGE 5 - - PORT NOR GOr, ROOF 13 ROOF DRAIN; / PE A g R g ;\ T. I ?.O.PA T.O.0. T•O•P_ T.O.P. ---— n 15'-( 2" 14'-1@:/- jR E . -- 4. -------- - - �� S-O;=E rl O 1 y \ Alg � I �\ \ Atg J j6'-2' \ `n .S� �1 CLASS A 1 MINERAL FIBER 1 BUILT-UP ROOF 1 I 4-P1.`r' IW/ CAP SHEET --�- ROOFTOP MEC••!. \ UNIT /tYP,)—� 5 '�1 k (DJ A/I slFs-rc � o I � o 1 I r 4' R41N DRAIN METAL GUTTER \\ T,O•P. T.O.P. t.O.F. 2929 0 32'-0' - -- 7 v 32'-0' 29'-m" 26'-v O e T.0 T. D. ;� --- __ / T.O.D. 7.O.G T.O.G T.G.C. _T.O.D. ul T.O.D. T.O.D._. `T.c.F. 11 -�" _ 11'.1^y 24 -gT�1 _ F _ U -8t�' t.O.P. 11 -1" —,- _,' T.O.P. _ h 3 T.O.D,-- T.O.D T.C.G. T•O.D T.O.D._ 31 2a 29'-01' 26'-01 _ (4:)7ROOD, PLAN z 5 � A-g . . I i '' � ' ! �� r � ReV13tOp8: • I �Ja'i�7 c %' - I. SFA44vT tow T. I x Jv, -- � n i '�' �2 fes•,r"�•.atrliw/6 �------/ /rol. /'�` I `n I '1 513�f 9C/17,6-- 5oT/N r v ,� i � 1! °N ,•�pLL ��nrf ti/Asim•- � s,a .P,4E �rviSN �•'f�6' Project Number:1 I G�cif E4cr> 3in�. 88141-14 Fit,! Nximber: uv. I I 144,402-D fl l u 2G�► l/.V e7 � ,4yE7' Datt : 5-',,-94 ---- • I I I - y— A � 4 PACIFIC HWY.,11718 SUP 91-0121 15 OF 78 IF THIS DOCUMENT IS LESS T77'1'rI I 1TTITIT7T1� fT11ipjffTlTTr-TT plu,TT ��TT1, Ti�TTTilrlr 1 4 I 1 I 11 SI I I 1G I 1_1 AUGUST 30 r I'1'GISLI UF.Ii'1'O THEu UQTAiI'YQONF _- - -- —�--- - �— __. __ _No.an 1....- Q _... THE ORIGINAL DOCUMENT . 1- - - — - - --- - - f-E�Z BS I LZ 8 Z, I pr E�Z�W[Tti - �[ I g[ -Gll - 9i 91i t1[ EIT ZII It 1 �8 1 �B I 1L I rl 9 - 1111 II��•n� gg I I � I I II I II flllllll111111111ll111111111�111111 I I IIIIIIIII�IIII IIII�IIII IIII IIII IIII�;III IIII1IIII l.�ulllllliil�llll IIII�IIII IIII�IIII IIII�IIII 11111111 IIII�lIII IIII�IIII IIII�IIII dll� I,IIlllllll I�lllUl IllllU I 111111111111111 IIIIIIII I,IINIL QN R.JURGENS fND.OR POP' ON 4FCFr �F\<\3 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ r ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ! ■ ■ ■ ■ ■ ■ ■ MEN MEMMEMN ■ ■ ■ MEMMEM ■ ■ ■ ■ ■ ■ - ._ ♦ - - - .n � I �A'rf�?E Gey<v/¢) � � • 1. MEN'S ROOM ELEVATIONS 2. HALLWAY ELEVATION - ■ M ■ ■ ■ ■ SEEN ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ =_��F 707 ABINET a G � FA, S ROOM ELE 'VATIONS4. LUNCH RM. C 3. OM _ 0 I _E �♦ 8 \ C' \CER F-. = LI NC I /T AWING -:R Ez 'E- arc=Ez 0 �E-• �Z:_ Cck 5_E i:E� Ec'�� -✓�` MANAGER'S F _ \E5 29FLCE G€N. CFFI.CE \ Aof 17 F1 u k ... S 2 E K E \1\ .JAN' 7 l - ---------- .. �' _ . ., eEF/ _- CUSTOM S vIG •K l.L_ WOME1 . . . . , . .+ + \ a . \ IL 'E 3E4ES--E ZA,.=_EJ'.. 6. BATHROOM FLOOR TILE PATTERN LEGEND Revieione: %-S %E LEC/E -- -E G- \'EF CF �+. EX'EtiCEC F \ -CR 5 5\< "El- , -»L.\C C�= wA'ER GCSE' -�� •- 'C �E- - 55,Z C 51--E\5EE R% SSE= A=E4 -C-E- 5=E-,SER Project Nutllhrr. 8814'-'A CAc 5cE\5ER File Number: RRCR =:__ LE'45'- Cr /A". .F g`F5 7• PARTJAL FL�R P� Dete: 5 g •-=EF '��\3\G 'ALS.t --- ' , —CiA Mill 'C': C X A -C _ 5-E:./E5 PACIFIC HWY..11745 r �E' SEA'-GC/ER C 5FD_" 'E'Q BUP 94.0174 1R OF 39 -_ S LESS ------1- r_-_. — _- I rpt rTII l tT JI AUGUST 301F —THIS DOCUMENT I j 2 19 'AlION, ( 1T T LFGIiLE THAN THIS NO — I�� — IT IS DUE TO THE QUALT'.'Y OFNo 3e '['HE ORIGINAL DOCUMENT. [�-.._ .II s_ _ 3- --�- ---_�.---I--�—. - - — --�- -- ` IIII�IiII1111111111�1111il�llllillil�1111 IIII�IIII Illilllll Illl�lllllllll> fll�l1111111111111111�i�lli�llll�111�iII�IlI11111�1111 Ilil�1111�111�111�1►1,Illl�lly l,l,li t t g 11ti 9 9 llll�l►IIIII11l1II�I►I►►Iil►1►I . JON R.JURGENS r,• .may I_ �� .•� PORT 1NU•OR ON C 2 lac) OF 0� ' - - i - F - H I r _ Lj D D D F G .• 3 CD -- F -- C ---- f F -- ~ E O '- cri l__J ~� F G - , r� D' C ��— D C ; ----- - Jl-._ �F _F H F _- - --U - G IF G G _D 2 cn if I l- �7 ' 14 P H --- v F (c k c c ._ r I, V � W D C ` ' G --- :. D I G D { G C p F - F F F F V Z G [ d = = � .JG G G G I ] ri I 1 G F G I B F Ir IJ ( F {� r I C B c F ] E F F F �� G i t-� D D D I - C F F D C D G al 5_,:.OK w RE5 '—%.S—E:; 'C F ^''.RE I -----� —G V � F G F G F F F F I Is W RE '►- \ . G= E„ OCR � C G D C G D E ; - / NNN�NI4N NMN �NNNNN� N�N� .. F F I F I D L C F C - c DI � F c F I CF Z F F C F F F F i r G F F ® I E 1.1 F +a E [ E D E /FF 4 . LIGHT FIXTURE DETAIL D ----- D - = D -- Df+ c D _ G _ D G , G G'NTB.iD D DU /EFS' :._ --"\�3E� I - -- - - - _LT_ O_" EE \C' '''0RE ••••�:,\ u � '�R\� E'F•..� 3 w F=- ;✓ G - C u G - D C D G 1 Q TABI..E A 10 ^cq- OC' °'RES: ^\ 3`ri.' RIGID ELEC;:. CONDUIT I I. /0 lip BE cRC/ ' w cv Cr- CE \G E-.sE5 a UMC .i �.... 0... CN a - yI l m•m SER '...E:_E .. _.".:.0-• � 1 F. _.. \G `F -.J4E •-E: /_ 'r 11 -®' -��' It'-®' I$'-0 — II'-D'-� Ea.S -c r __ - `.. • � �C_ •; 6R.:^E F .rEi•'.' \G .. „ \' - - - - "4:.• mf o� .c .s AOA'C'� w \ j� ) �_ �_ � _✓ RtFLECTED CEILING PLAN �� J X11 A-9 5. LATERAL BRACING DETAIL GENERAL NOTES LEGEND _E ..'RE-N'O 5 S'E AS :eE FE `C E E c.:\'E` ,:CE\` i M --- ------- S RE,,. E` _ -C. . C _ E__� '::7 ( _ -_ - ------ _ y _ --_' - L� -_ C4ESCE\' Cs•+' �!' - -- -- -- --- I..\3_rc. .., rt _ E.a-.'. - -. \LEr�-R - _ _ ~ _ E 3R C\^ C - ti. ` E \a a -\� 'E �! ..5 F c- — _� Q_ _ue' 3-- - EE EE_E. 'CrcE`"E\'c _ .`E ., , eE ---------- r-EE- C.G E.:C_ \ SEE SEE' .5E' •C °EED ,' x c gcEAKER a L �\ S- _E c.- --,E E\' FF r:-.5 a4EA =^R \G-" __::\\!� f f c't /� _ _\3 C.\'_ --t .= < ,r ., . _ ,\ '^ 5E -,:_r ;r- -iC�V Hoc:/ \.3 � � CF _ \3 y I "C' _ •_ _ E QECESSE.'. \ c r'..F= �( Jc 'R. SK IqE Cv..'E" v �. - \ _ ^c=R;;1 -E_ 1E`- c _EVu'�5 ` _s 'E: E .- Qt N�GI�er: / c • ct:.R �C - 4-C G_\ ,.REQ F`- ^ccs."' •��NNr 47VA.01r lro�,tw •sJitdoricH.i ProJb I- 4 pEe '!/ v�s.c•,9�c rio. �zosL'a Al File Number: /j /y ._ _ \!3're..\\EreS _, oc E- \-: E"'E2GE`:• z-- ;�� °...'E"' �I .� _G __ G-✓' G RC.. 5 C EEE 4E'_ '1C Date 5- ' 9A `-- M v ry �� :-R c =E\GL".- CRESGE',' Gam'\G 'C eE AM7 b OMI RESSION STRUT DETAIL _ .\-_, \ S-'C'-W1 RE.EJ/''.G /-RE/- � - �-- _ ----- — yr -C 1 cc GL.\`.FE- REr=4 SE,Lc� �E5 G\ SR `ER .. c~�KF- N?3 FC.S ^� ��•E /\C3 _rc -.. _ _ 1L_ RE r, 4E�=�.`c \_ \=CR•.'.:- •. w PACIFIC HWY.,11745 � i BUP 94-012417 OF 38 - 3 tt 'i e•�, n.: .•.-..ili. .s' v. _w..-w••_•.ww,•...+.w_•nw....r'1w r. +� 'y'� .. ....... ,',+. ..- �. - �'. + - .i:.' 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I __ 1 A ,�- P)k1L NU,Uk 'GN ' coves/,�/ 37Nrrs,--77-- I / 1 r�Jrr*��r 5vtq�c-�� S�E� _ ..•n...r SMGG'� \ Ste+ S` STET" 11 '� _ ..AIN BUILDi /Ad,7V kAff.ctatiw+rr SFkc.�bw�?✓Erii �� 011, Nc.-c- =_ T FACE BLOCK I S�\r"ET C GASTER I n iavr aP �\_ -.R. v<_ _ e Fsv.sr ,-750r' .4- _ \T COLOR M-161-1-t CC='NGS n;- PER DETAIL. <.P.+—:•�-,�,�•t- __ER =AINT C^_OR �C �AtGI-I '981 BRIGNTi " r ,RrF ��E,,r.+ t�r�e",�nv- __ _R c ��npvPv Mnh.•s .yea -- - ` c ssn.rNe>i�R'bT�i' "E °BENJAMIN MOORE' I 1, s j cOc.sTrorJ r//7.,E iv 'n x t I: - - .. :_� -�__.___-__ _ _ � _ �-__ _ I f , I�! •:�; All --- - �� L_1: . - J . _ . rZ v i A f _ _ f i hl _ .._ .._. _. v - —__.---- - i ,.� ,-i , ..-`--- .,'i I�l i v �� 1• ' d/ i, �/ ?tt/ /,� %/ �/ f% I -�-. -1' -,- � 1 s r �i � j: I•il _p I ' ----- - 14, -- -- — `-- -- - I ��# / Ox.40 :-R =ES SF=L T -- - -- I ALUMIN - ;2 �-� E �!.e�a�eye EBL^.CK. PAINT STOREFRONT / �-- ., . R M-'6184 BT DC"K `-�` `- ^\_ < " __ER PAINT - ----� o=i" �eae��ro tPA/Vwne- r~.;c -4n 6' CANOPY SETBACK AND SYNTHETIC PLASTER F \16kEG CC.UMNS GUARD RAIL-- L=� - C,4NOPY FACE COLUMNS 4NL: COLUMN REVEALS ARE UNDERSIDE OF CANOPY (AL-ERNA';•E CONCRETE COLUMNS) b SOUTH ELEVATION "ARD P_`INT TO MATCW FIELD TO BE PAINTED "BENJAMIN TO BE PAINTED ZENJAMIN TO BE PAINTED "BENJAMIN O� CC,.CR OF E _- NG i"ICORE" #11'19 PINK MOORE" #98 5RIGI.4` UJNITE "CORE' #1016 BEIGE O A x 4 .0' �-=, A-9 E 130'-0" \./ EAR LANDSCAPE COLOR CORRELATION ` SUFFER VRYVIT' COLOR BENJAMIN MOORE PAINT '♦ T --- �'-- \ BUILDING- I «114 MAUVE -- — COLOR--01179 PINK 5=-!T FACE BLOCK L " PAINT COLOR M-161-1`. "110 VAN DYKE COLOR--#10I8 BEIGE #102 WHITE COLOR--"981 SR'rsHT WHITE _ - ----------� MILLER PAINT Z CONCRETE ONC ETEUBBLV CK 1"i-16114 ELD Tr --- - - - - -- -- ------- CONCRETE BLOCKS M-16184 — C-1 ki/ — -- ----- -- __ '-• ACCENT COLOR rI - S 5'-0" HIGH WIRE FENCE- ♦ ♦ re —�- -� F N. FLR. AGC=\- c�RIPE°- SPLIT/ FADE E_^CK. PAIN7 DOOR 4 FRAME COLOR COLOR ' -16184 BY MILLER PAINT — TO MATCH FIELD COLOR EAST ELEVATION =ARAPET WALL BEYOND ( 7 � i',� / /--METAL WALL PANEL (4 03�2 � BEY OND `\2 / TOP O?= ROOF DECK �— Z z I --_------- _. ------_ --- I SYNT�'ETIG -- I --- -------- -- I I _.._----- f - - PLASi*.-R _ - - -- A-9 \iNia o� ! METAL FLASHING . ! �� b �� -- - ------ --- - - - —. � 1I 1O �'cC OF QOP � V Z ! �_.._! I I ! I i t ! t Q _ I LEADER BOX _ _ ! ' I , ?•ITL - i ! i TAT � nl --E- STANDARD CMU P,LCCK _..__...� 11 I I ! I I I . !. I I : i I .t. t 1. ' I C. — !- r-rl r r PAINT COLOR M-161'14 I I 1 BY MILLER PAINT - _T..� rT-I 7T 1 T I T 7, r` ' - -- 6"m RAIN DRAIN l. � ' 1' �l I , IiI I . I � tll 11 , 17ITl � i , ;,� I. Z-fS T-': PERIMETER FOOTING DRA \ 1 NORTH ELEVATION v — n A-9 g -` —. Revieione: — 2'-6" REQUIRED PER WEST PROPERTY LINE ,Jr 20'-0" SETBACK. -� -LIGHt FIXTURE I _ _—_- RAMF- - -r -— -- -. _ ZT�T I __i_i ! • ly'a! , I ! I , : , . i I 1 . , ! ! 1 , I . I ; � _. - ! 14-rrr� I !��r�r-ti�-ri-r i- I 1 I ----------- STANDARD CMU BLC K-- #r<--.- _._STANDARD CMU BLOCK- L I -! L �4 r fTr- 44 FAINT COLOR M-16174 3l PAINT COLOR M-161'1BT -- - I 1 I T L I 1_ 1 ._ �--` MILLER !=AINT 1 I Li r��t 1 r MILLER PAINT TI_TTTi7-T -T-7-I-r� r --- I -- --- -- 1lI , i l 1 1 - _ ! 1 -_ 3 l J.)i,1 t.�_LrL�.t r1 T� ' L,_1,.� ��,I L 1.,-,i l , Lr �T`I� r.. r4�T` I I 1 I I l I I , 1 . ! A_2 _J _ L_L .i I-T 1. L _'.- I 1. DOOR 4 FRAME COLOR L 111.l_�)-�I t 11 ! � ,�is t0 r�ATCH FIELD COLOR > i T I ( I ' I I I 1 ! I I I /`9�/G/14 ./Lac,6/ov l i 0 Project Number: �.` _ 1 i..1 ! _[ - --- A L L L ;I 98141-14 1 _ r� �__r Tom,`_ ,fir_ ! File Plumber: 14A501-D - PAINTED GUARD RAIL ul d BOLLARD-- WEST' ELEVATION FIAINT U1WITE -- &-0 O DISPACING IMAXATE RAIL . — SEE DET. le A - 8 M 5 a I'-0, PACIFIC HWY.,11745 A`z 9UP 94-0124 16 OF 98 a K4w. <J , ,. r11 I, 1 -IRt�FlSSArwaAes�,. ,, .,,R..,. 1 IA a„r.....—.,�„�..•.,.,,.. � 11 ` 1 IC THIS DOCUMENT IS LESS —_ �. !-�41� ' � JL �1 °1 -TTI 111� �11, � AWWS I 3� 1 -. t LEGIBLE THAN PHIS NOTAL ION, - r. f IT IS DUE TO THE QUALITY OF �H uktb?:, THE ORIGINAL DOCUMENT. i�.::�, ILII IIIIIIIIIIIIII;I�llll llillllll Il lll�lll�ll�llll llll�lll�llll�lllllllll�llllllill�llll llll�lllllllll�llll lllllllll IIII�IIII III!.�llllllllll Illlil�ll�llll it Illlllllllll�llll�Illlil I�►►ILII►II�IIIII►II►�II►II►ul�lllllll►I�II►I IIII�IIII II Illlillllilll�11111111 ILII IiIIINIII 1 i, 1 I t �� Urd K ��rvs �.r• I I f/PoRi AND.O4 N i f \. I i •� I 1. LONGITUDINAL BUILDING SEC"noN I � 1 - --- - - '7c.P I If A 2. TRANSVERSE BUILDING SECTION 3. BUILDING SECTION � i - —CCC, DEC'G — I .L4 css.i74O•Ci.v»r-i _ _ -�C RCCA ...� 1� I ,� �. 1 I b4L�.. `"ICTAL. j \ �k I �r/• r+ � ll I I) � +.- • i I '� OWU "• -vim �.�.` _ �''�/p� Otl)O � I �WWI Af� \ \ j SEE •_^ J'Fyr - _ _ _ _ � /Y.i .•.._v�� ` / � Jam_ ' �.r.r� �., vC ' _V�` �� — C'. 1 3 I ' O l . - R_,vieionA: .—_._.__.__--,4.... �1,,. �. �--- .-, � *�.,_ /' Project Number: "141-14 Filo- Number: Uete: 5-:31 -94 rRnr1 a Itl / f L C A - 9 PACIFICHWY.,11745 WA LL SECTION ..�. WALL SECTION 6. WALL SECTION 7. WALL SECTION OUP 94.0124 -- —"–'-- 19 � I ,S LES3T 1 )1T 1 rm ,i► 1 LEGIBLE THAN �4 MTHIS ENT INOTATION, �! _`f ♦_ _ _ —I _I 1� 121 AUGUST 30IF 'HIS 1995 IT IS DUE TO THE QUALITY OF No 36 THE ORIGINAL DOCUMENT, f -y-s -- — - — — I I!Illliu!II�I!11�Illlllil►!IIIIIiIIII�IIIII IIIIII 11!11011 IIIIIIIII Illllllil IIIII!Ill�ill!I!lu llull!!!�i!i!I!u!i!ul!u i!Il!I!I ullll I illi i 111-- ilt'` Ih` ` � ` z��I��I'�iu�� 'OP OF PARAPET � — ---•. " \ --- -- - — -- -- -- _ - - TOP OF PARAPET - IJO 32'-O' A.F.F. R.!URGENS I PORTL NG,ORE N f. ?� 0\N�, UZ l i - - — — — — - ---_.---------- Ah TOP OF _PARAPET .Zx� w� 7rsi/!b � •7 �•sip Paf'4-•v. r \ .� ifird,E of 5/e5.•v-- _-- - SIGNAGE Bf SEARB r�.v7 TOP OF PARAPET i 26'-C' A.F.F.---- + i `OP OF PARAPET 'y 01 E? _'-UP ROOF �-3/4` PLtiOG' GEG� VJ ,r17o-•, f,4ef E,vv. I I 0 jk•do� ;'•/z•h�a' �n o�E^/ •c GoddFe & a �'��-I La LL �l,G[O)s/! uw•✓r I 5/8" WATER RESISTIVE -- -_ Sy�ilcE•5 - so'F NPar�r>Et�9// GYP 867. y I /"hC•/yvitH �/ ,L=o�✓.�s.+ �wes /� 13/4' INSULATION BOARD 1 �✓/�RacS 13v¢CA�:f I � l 6" 'NSULA''ON-- � - i `S'.�ocrc ,lo:.vrs • f.4srve,e s : � ,Qx r, .e%a �:•vot o/G ae. - EtJ!LT-UP ROOF - 3/4" PLYWOOD DECK l � T P OF PARAPET � r -� I `I 4-PLS" BUILT-UP 0 LEDGER --8" GMU B6.00K ROOF--- (SEE STRUCT.) TI/r;7 _ O,EW a 0rr/p I� I T I INSUL. 2X J015T 1 f 24" CC. - I III 6' INSUL.d•TION - - -_-_---___--. -- SYNTHETIC PLASTER — 71 ' '''' ♦ ' Q �1'id0. �t•,QA'T.w.v♦v "TJI" SERIES I /DIAGONAL BRACING TRUSS RIES— TE s: 6 48" O.G. 2 X 4 (SEE STRUCT,) T -- l�/eii Y A6A�ri srsrFM FRAMING li SN/9// /.VcG✓OE.A 5 d1C/T7' c I I AGNt�1 iSES-N'tvv7 rbGi ---2x40Lss�&ve!0< 4A GEf #_-Alv" '� cn/EOUP /�4"iJ x C3 B..N j ��E^.- - - � \\ i '—�H�' .w/5' � 32•GG � /NS✓cATEv HF74 L- .('tloTz. - -- I __—PGGK .�G`�+t- ♦. F ` 8" SPLIT FACE a Z - BLOCK rt R-II BATT INSULATION- 1 / �" `� DRIP ,o in i w fwiJr .. . ! ✓ l +- A",ITNET!G PLASTEF ACT O _ O WATER SOFFIT s� RESISTIVE LIGHTING ✓� U Q •I, i ` GYP, D. I/2" CONTROL - ! JOINT . II • rts m V I � ^CGrG _c✓E- @--'✓ERIFY REQUIRED I � $� � ---f�._-. - -- ----' /VOr-f,^.oA . 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WALL SECTION ATDOCK LEVELER 2. WALL SECTION AT CANOPY STOREFRONT A - 10 i PACIFIC HWY.,11745 3 "'' BUP 94-0124 20 OF 39 _! m�r�t ' �, r T ,1FIT I-FI � r! r I!i1 r. �1 1l'�' �I 12 AUGUST zC� 1995 - 4 995 Y ' LEGIBLE T IS IIFDO1rTHESIATION, �L_ -' zL �'L-. _ Tl� IT � _ li'I � w QUALITY O F No 30 0"•PjT'- THE ORIGINAL DOCUMENT. E Z BTZ LL $ Z S L I I ! 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S. -- - 2�2�-� T aG ¢rar✓S / S = t I H ��' --- -J ! .M/ f�i•y�NS}'U�i y N J/MEAaf/A/V ✓i/NAL.yj,G� / y1aIN a4 llegd Revisions: ,,41!/,4G !✓rv/i" --- -- --- yaGR --------- ;;.,' �.'.L.:.G..r... s�5;�� "•9iITGIy G�FffLv7" - -,�,, �� .vT, /% T"J. y ------ -7-r•�w --. ,� •r-•--T--jr--•-,T-•-t.,;l.._•--In� I --rr1-�+n-•I - - -1 _ � r o Protect Number: 88141-14 _ - � _, -_, • , L -- +CRi I File Number: °,�• —Gtir1aJ 1 Date: 5-'i(-y4 I 7- 19 5 JA�+� 9 •�TL�l�F�iPt�N 7" �Q `��-J� �_ _ 1� ,T�/`/I�3 (� �%27�%��Z7/��7 ' --- - - - -- - _ -- - --- - PACIFIC HWY.,11746 SUP e4-0124 21 OF 38 } -- T I1-1T 111r --=1r �-r� 1 I �P7- 111n 1�, � )1- I —�I �r-� ,,,.�. 995 I I. I lU� .. ; l rT 1 �`l - - �o • � j � F TMS DOCUMENT IS LESS t'GIBLE THAN THIS NO'T'ATION, 1 6 No -1 AtJ�UJ IT 113 DUF TO THE QUALITY OF _ _ _ _ _ __ _ 'CITE•; O}2IGINAL DOCUMENT. - --- -777��------- -- ---- --.. - - - - -r--- ---- ---- - - - - — — I-' ��•,�� r 1 T 'I �£ 8�Z 91z �Z lIl T, E� Ill,, It� p�Z -q�t I �t L T QII �rI-I E[ gT i i �T I J"' B 11 IliJ I I �I I 'I9 I 4-IIIIIIIIII IIIIIIIIIIII IIIIIIIIIIIIJ IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIII I III ul,l Illi IIII IIIIIIII llll)llll Ill 1 I ul Hu IIII 1111 ull IIII Iulluu IIII Ills iui Ilu�iiil illilNi WQ/x, �45 G�E Z U L. JON R.JURGENS •j PORTLAND,ORECON MBAUJALL - CEILING �� -, R001"1 NAE FLOOR SE \CRTI4 EAST^ sou-- WE RE�"fARKS ROOMM _ FINISH MAT FINISH MAT \.5H MAT 1;\15, I --- -T�' _ Tx' O F <}�� _ 101 STOCK ROOM CONO. _ _ __ �',NG OPEN TC - , =-_•RE. SEE NG"; •1 FOR -- 102 _ MANAGER'S OFFICE GONG. VB * GB P GB P G_B P GB P .4CT, r #NOT_E 16__^ -- 103 COMPUTER ROOM /CT-I yg GB P GBP GB P_ GB P 45TI O -m' 104_ GENERAL OFFICE CONC._^ a' GB P G_B P GB P GB_- P ACTT 16 — - _ z 105 CUSTOMER SERVICE CONIC. ve GB P 1 GB P GB P GB P 4-6- II'-0' t NOTE 16 , z -_106 CLEARANCE CONC. iP _ C C' 66 _ie GE _ACT! 11'-0' X NOTE 16 _ _ 101 HALL ------ -- CONC. - GB P_ GB P ---Y --- GB P ACTI IO -0' *NOTE 16 108 •'ANITOR '_ YCT-1 —yB WRGB _ P WRGB I P IJRGF3 F' WRGB P ,/LG-' IS-0, NOTE 7 -----------` - IO9_ LUNCH/TRAINING — VCT-1 vg _GB P G_B --Y--P 315 p GB P ACTI :01-0' 11(d MEN CT -- 6' COVE P-i GT EPP.� GTE JfaCs GT EPPIFF IWRC, T Ej pp vLG-1 8-0' NOTES 4 5 14 -- _111 WOMEN _ CT 6' DOVE CT PP ijCT P°'`FF GT P 'FF GT � FF /LG-I _ 8'-ra' I NOTES 5. '4 !!: — SALES AREA CONC. _- _ T AC% _ 11,-01 111 c-= 13 VESTIBULE -^- CONC. — AL GL GB AL/GL _ GB -- - ACTa 4CTI ACOUSTICAL CkILING TILE ('AR-•MSTRONG'_ WHITE EN ENAMEL PAINT SCW SOLID CORE WOOL U WITH WHITE 'T'GRID VY5%M•) EPP EPDXY PAINT ST STAIN -:CT2 ACOUSTICAL CEILING TILE ('ARMSTRONG'--HAZE FF FACTORI'- FINISH Sv SHEET VINY WITH HAZE 'T' GRID SYSTEM,) F$ FACTOR' STANDARD VCT VINYL COMPOSITION TILE rT7 4CR1 L ACRYLIC ALLOY GB GYPSUM BOARD VER VERIFY v AL/GL ALUM. FRAME W'GLAZING GL GLASS ! VINYL FIN15H �- ALUM ALUMINUM HM HOLLOW METAL VINWIC VINYL WAl'_ COVERIL a ANOD ANODIZED ALUMINUM LP LATEX PAINT W WAINSCOT CPT CARPET MANUF. MANUFACTURER '/D VINYL BASE �[•� c- CERAMIC TILE MTL METAL LUC WALL COVERING CMU CONCRETE MASONRY UNIT P PAINT UID 1.400 PL PLASTIC LAMINATE LUP WALL PROTECTOR CONC CONCRETE I � PLYWD 3/4' T t G PLYWOOD WRGB WATER RESISTANT{jYPguM BOARD POLY CLEAR POLYURETHAN2 a (3-GOAT APPLICA•1�N) G,ENERAL NOTE5: SEE SL'•>R5 HOMELIFE DESIGN CRITERIA SECTION XV (PAIN de DIVISION) AND SHEET L-3 AOR II. NA MORE INFORMATION ON ROOM FINISH SCHEDULE. 12. NA 2. DEVELOPER'S AF<CHITECT 15 RE5PONSBLE TO VERIFY A.D.A. COMPLIANCE REQUIREME'v-_ 13. INTERIOR SIDE OF SALE5 AREA STEEL EMERGENCY EXIT DOORS AND O FRAMES TO BE PAINTED SEARS "EASY LIVING' 018 'IVORY LINEN' SEM!-G�^•53 3. A I' GAP 15 REQUIRED BETWEEN THE FINISHED FLOC-R AND THE BOTTOM OF THE DOOR. 14. PROVIDE PR'MED WALLS ABOVE TILE. WALLCOVER!NG MALL BE COORDI- NATED AND PROVIDED BY SEARS AND TENANT IMPRCVFl,1ENT CONTRACTOR. ALSO, SEE SEARS DESIGN CRITERIA. 4• MARBLE TNRESWIrLD TO ISE INSTALLED 46 r'ER SEARS HOMELIFE DESIGN CRITERIN SEE SECTION XVI). 15. NA 5. CERAMIC TILE ON BATHROOM WALLS SI-IE+LL EXTEND UP TO A HEIGHT OF 5'-0'. 16, PRC,/IDE SEARS WITH VINY'_ BASE FOR THESE ROOMS. 6E4RS WILL IN,9 A% - 6. ALL SALE5 AREA WALLS SHALL BE PRIMED WITH A COAT OF LATEX PRIMER AND BE MADE READY FOR AFTER CARPET HA5 BEEN INSTALLED. PAINT, 1. Yo15 - AQUA JADE, OIL BASE 6. LANDLORD 15 TO PROVIDE HORIZONTAL 'C' CHANNEL STRUCTURAL BRACING UP TO ROOF DECK AT LOCATIONS OF DOORS REFERRING TO THIS NOTE. 9. SEE SECTION XVII-B/FLOOR G''/ISION IN �-IOMELIFE DESIGN CRITERIA, 10. 1XV1044C 01&V &W Agwd 00wT TO .2is►,v: *?APO IAMB /-•/U!T AdA%w" .O✓R//V& /S✓SNVdfs NO✓,ef "• � 44fRZ ,DARE 5C�4EDULE DOOR eC�EDUL � 7I--IG-51 _ [D Oa _� — — FRAMES – - - - 2 SETS PIVOTS nR BUTTS 51ZE DE0-CRIF'TION DE5C_ DETAIL5 7. 2 CLOSERS AA564GE I d) — � Q Iii 2 PUSH/PULLS I WALL 51 OP `n J)ul III UI ul w ~ UJ IW ? uJ ALUMINUM SADDLE TYPE PS W �� `� `- ` � N ~ JF REI"fARK5 THRESHOLD (NATIONAL _ - �[ I Ill 111 Www ;t Www Z�iQ OL _J -'-ul ulu' MODEL 3PRODUCTS, 1-1 ` PR. BUTTS 0= 9 ► T I- ►-O -4� HARDWARE TO MATCH I PRIVATE LOCK m 0 2 r-07 _' 0 7 N Q 0 7 IL 0 7- i In ° 9 a-0 Z 01 Q DOCR/FRAME COLOR. I WALL STOP RCOM NAME DRNO. LU H 'r 5 P MAT.1 FIN, TYPE MAT. FIN. J N T _ EG DP _ I" -2 �Cx-, I STOCK ROOM ILIA O H,M, G Hca-8 — O ,— — 0 i iC^IB NOT USED) 2 SETS PI1-1/2 PR. BUTTS 1mIC 1'-4" 8 6 '- " PREFIN D HG-10 STEEL COLOR--WHITE LOCKSS 1 LATCHI --- - - - 2 FLUSH BOLTS _— 0_ID O N.M. G HG-8 O _ 2 CLOSERS i CLOSER IOIE O ACRY F HG-13STEEL SEE NOTE "8 *PREFINISWED COLOR • W1-+-E , I STOP 2 PUSH/PUL"S MANAGER'S OFFICE 102 O POLY A HG-6 _ i O.N. STOPS COMPUTER ROOM 103 _ _ O _ POLY A HG-4 _ 2 SWEEPS GENERAL OFFICE 104 O POLY A NG-� I THRESHOLD )MAN„= - IR. HALL _ 101 O POLY B HG-5 _ 3 PR. BUTTS HARDWARE TO MAT - 0 2 EXIT OEVI=E13 JANITOR 108 .t-�" O POLY A HG-4 �- DOUR FRAME COLOR.R. 2 CL05ERE' LUNCH/TRAINING 109 O POLY B HG-5 — ----- r, r V MEN _ lie *I POLY A NG-3 SEE NO E 04 _ 1-!/2 1'R. B'UttS 2 SWEEPS WOMEN III O POLY A HCa-3 SEE NOTE 04 HARDWAIRE TO MATCH SALES AREA 112A _O Jt" C HG-8 O _ I CLOSER �OORiFRAME COLOR. 112E. HG-8 O H.M. C O PusSTOP NICs_g —� ._ — --- — ---- - VESTIBULE 113.•• O ALUM CLR E HG-1 ALUM BONZE INTER�OR :;CORS I PUL' - 1138 _ O ALUM CLR E HG-1 ALUM BONZE INTERIOR DOORS I KICKPLATE 2 SETS CLOSERS/PIVOTS - _ 113C _ _ O ALUM C_LR E HG-2 ALUM RONZ5 _ — EXTERIOR DOORS j more a PUSH PLATES 1130 O ALUM CLR E HG-2 ALUM BRONZE EicTER10R DOORS Ivor& /D --- - KICK PLATES - -- -- - - NG-4 NG-•1 p -- - ---�— - � 1-1/2 �F Burne I PRIVATE LOCK PROVIDE "KE' _ED ALIKE' 7 -- -- - - grpp PADLOCKS TO MATCH A -_ r'1A5TER KEY DOOR HANDLE HARDWARE 15 TC BE "LE TER' TYPE, RATHER THAN TRADITIONAL KNOE *i PE 50 A5 TO SATISFY A.D.A. COMPLIANCE REQUIREMENTS, DOOR Revieione: r SA11TY vLAZIN6 b' D' CTIvF EAFR W,1 10 XIS' VISION PAN ' QLFAEZ Na. -- --- EE gIg ANTI aANELI"G � - I Ll --- -- I bTOREkRCti' VIEW FROM STOCK RCC" --- -- i ® ® 0 o o 0 WOOD WOOD W/ VISION HOLLOW METAL OVERHEAD ALUMINUM IMPACT DOUBLE MAN Project Number: PANEL '< :__ 813141-14 File Number: 144101-D Date: PACIFIC NW Y.,11745 _ - Aff.612 BUP".0124 22 OF 38 IF THIS DOCUMENT IS GESS ! J �t 1 1�IITiT TTf l7T_-TTTI�T ?T _ 4__f�Ti. TPl I�I _ __-_- -II-T[111TT-_ J777tp 1955 !� 1I J AUGUST LEGIBLE THAN THIS NOrn1ION, 3a Y I'1' IS DUE TO '1'IIE QUALITY OF Le_u_b� ,.'THE ORIGINAI, f�C)CUMF;Pr. -�T J(3� 11s!Z IBZL7, 9TZZSZT I BS LT 9T 9T6I1 _ T 4 �£�ZIirVIIII•;1►►►I11,�1I1uu1Il,lIII11TI111I1111111u1�111I1u1111u1»I11I�d�,��'11►1,1I1 ,d1:� l,luu, ,11�u1111,1 uu11u,111��1� T1�I��1� 11lIlI{►►11111111f1flHill4M1111IIINIII I ! ` I i I i I I 1 l� -. 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T-�1 rc-iG�•�`�'t L�-2h-_;.a0-%—t,f��--_._..___--_lI-Il�-\.-1.�Sil1_G;1w II I.CII_!(((I-i;•-'i`'_Ij�!�;,I}I r-•_r-IiI jI-IIj II#-(a\._1I_�L-11'iI,{,(Ic}I,'1�IZ-',-,III III II I(�•'1_,_I I-�itj.¢-_11I.-Ir--'1_.'-,1��_�-tI_I 1�.2t_'}-1i iI1r'J�,I('�-_1t II I�I!II��NPE-,�pij'I rj��t.AhIII�I o,.1 IFUA_II 1!i�IO�1tAI-J'•-��II"y:'IIr1I IrI r.,I-�l.:�O-�.-��"-ff�I.IU I dI.„II-.i tIINI ►j-.I I',�t",�r I'II;.I 1 I I"I1,I IIt I�t".I(I I;f�1 I_-,1 i�IrII'1iI','��_N_I I_1II+II!f �//12--_7#f�I!t tI.��I,II II 1 I�IIP-•II I.—I-LI IT-/i II�I b-II/I-I II;I-LL I-,I-UI8If�I 1.1ZI\1I�_I-�I`JI`-I�!i iI1!��Ic-�1!�I-'4I71i�I?-�n1!••�f_tyi l�!II�•n!-_I-fI_�}I�I I r_1II I I.-TIZ_I_-.I II�_`-�II„-�I!I0 EIi_F11KII�.'�_�t1omG._I I-1!�'ItI 1I_N'1�a.-4F�'1G1-_c1�It_�1II I1 I IFoI�►CF_1I I O1.._1C-�1_f1-f�i!z-�11- III II�-f-Y}i--0--f-.�;II(�1I Iy II_s�-��-•'-IttY_-..I__o-¢�m-_�►RII-I t i-)_l�"lG--..lYl..1✓�-_�_l-{lf'-l`1y—f j-8 l!;I-__.II�l• CS Zo- JA t'` t- 57o 16oG I! I t�4 II OoIO � i�T�, 46, f�<I.�I I Y}I( •II.�If jt.---rpp-1te_--i..,,II I, P•_-'I' i YI I 'I-—1I�_•# 117 jX 7 4- o4 _ * I Jr � ;1 �.lIk,Y!Ij��I,fllII-}II►J I; a-II I �jyI ,. I' i- r QUIPMENTSCHEDULE , Rooftop Gas;Electric HeatingiCooling Unit Lennox Model GCS16-653-125 (5 Ton) 125,000 RTGas Inpuc460 Volt - 3 Phase 25 MOCP, 15 MCP Fu nis ed with curb, economizer, and T7300 Programmable x)44 Thermostat - Weight 770 lbs. r - ler AC-2 Rooftop Gas/ElectricHeating/Cooling Unit I m Lenn:x Model GCS16-513-125 (4 Ton) e. 4107 A 460 Vol_ - 3 Phase 20 MOCP 14 HCA X ilx 1+ 4I125,000 BTU Gas Inpuc Furnished with curb, and77300 Programale dib Thermostat - Weight 700 lbs. AC-3 Rooftop Gas/Electric Heating/Cooling Uniteel T-ru Lennox Model GCS16-1603-270 (12. 5 Ton) A •-a 460 Volt - 3 phase 45 MOrP, 36 MCA og Furnished with curb, economizer, and T7300 Programmable Thermostat -- height 1700 lbs. 270,000 BTU Gas Input 417 REF -1 austRoof Exh, Fan - LModel 11 �650 CEM 0 1/4" SP - 120 volt I phase 1/8 HP, - Furnished with curb, backdraft damper , and s eed t cont•:oller Weight 30 lbs I I 1 I I I i t— 'j 1 0 • o _•If L ( Ii iI1 II I, j �II i I�I .I , - f , i�V1Fw,�jC -y-1R--L —e-LT�-�l Iv --isif o-n-14._ @A: ISLJ NPAGTOR.Y 4-U"1" IV- pe,N IVza SWT INTO Root 4Y51V•11 Y project N_Z --u�- _Dm- -_ Idb - Der .sryr_: 8141-I File Number: AMERICANHEATNG INC THE THIS DESIGN EXCLUSVE PROPERTY Of DRAWING 0. BLUEPRINTS CONTAINING THIS DESIGN ARE AND SMALL REMAIN'AMERICAN THE PROPERTY OF o%gRICAN HEATING INC THOHEREOF DOES NOT CONSTITUTE AORCOPIES T PUBLICATION THEREOFHEATING' !1SI • THeSE DRAWINGS OR SLUEPRINTS ARE EXHIBITED TO YOU SOLELY FOR THE PUR POSE OF TRANSACTING A SALE BY AMERICAN HEATING INC OF THE AIR CONDIMa 1339 S.E. GIDEON STREET TIONINGRYSTEM INCORPORATING THIS DESIGN PO MD OREGON 97202-2418 ANY COMMUNICATION OF THIS DESIGN WITHOUT THL CONSENT OF AMERICAN TELEPNONt (503) 239-40FAX (503) 239.7038 HEATING INC CONSTITUTES A VIOLATION OF THE LAWS OF THIS STATE PACIFIC HWY.,11745 23 OF IS 3UP 84-0124 NT IS LESS t995AUGUST 3jT �� TTIETHIS DOCUMET. L EGIBLETHAN THIS NOTATION, 5 —y— L- IT IS DUETO THE QUALITY OF No 00 ILITT 18 L 9�l111IlTHE ORIGINAL DOCUMENT. II - -I-IIILII I! ,t slfIIIIi,lil,llZillT I a- iy O - _ '�. I s f1F..J 404w� ! I ROOF GFtAiW F. CE OF CMU WALL I 1 & PPER> ( i F4,--E OF CMU WALL — Cf) ' C. –_ — 1 �N�H Tr vININ M.,NyCsER iOFFICE J I . _ I+N1=Ro: l r-r-IGF I Nai_�:ir MFN � I T RO � GC* +PJTE _, coo �►"f ' r 103 CU5T01`1EIR ER✓IGt: U - - - - - _ I I I ( ' a —tel' x 4 SPRINK! ER — �— —�T-- —'" I �� 12'SER A1i;EG. I (�' I ! I —IY f � ,•, I I I I i' �J r ,, G ✓ ! \L`t�, TRENC+4 DR,4iN 5A. ES .AREA EN LU-40' !, " i - I�'• I I I I I I � KEYSTONE= WALL. I I ( I l Q N05E 5155 1 CANOP-1 A ABOVEGr J ,,--•-- � �M Ail WALL X111 •...._- .. _..._.__.___--__.. ..._ .-.._ .-._—_._—_...._—.____ _._....__.._.__._. ... -_- _. I I ! � /• _._ / J'J /811 m it-�" �� ' �t • 7) 5 1! (5 r Revisions: rn N N Q' ' I'r�+• Numt er: Q' 88141-14 i File Number: L 144401-I) te: 5-31-94 m c� i PACIFIC HWY.,11745 HUP 94-0124 Lu 24 Of 38 uF 0 Ikk c.i th;c'.',;. a::"�( flgpt, "kM#q,,,.. _ ...,a-�-..r :.-•-,.•- ,�.,,T.-•...T.-.-_,.. ^- ., U`. a IF THIS DOCUMENT I5 LESS 1 T III 11� 1 ITlMT�,� 1 , 4 I ITT ITI� I I 1 �T O I 12 AUGUST 1' 30 LEGIBLE THAN THIS NOTATION, IT IS DUE '1'O THE QUALIn OF '['HE ORIGINAL DOCUMENT. �-�-IInow II - — --�� s� -- II , 11111!Illlllllll llil�llll ilillllli.11ll�llll 1111II11111111111i lilllllll�llll 1111�1i111111111111iillllilllilllhlli 111111111 illhiiill 1�Iluili ti 1111111��u111111 L Ll T t 1111111 ` 9 4 11 illllll�I►►61,1�I►IIIIIT, �'' ' l V 1 J WL 'I. � c .J o x a d J l 0 � I W a n m , 1 � d x i J •' .fi I� 7� � ' I � ,n 1 t' y I TP 3J4' 161 1, L aNC+�/tRtiINiNC7 r Z �I L MANAG IR' I I / OFFICE GENERAL. OF ICEI l04 y 'xrk ,.7" r, -7777=-77L h7 • " T _—I / 1 GATE ►IALI/1` / i i,'AgD Sok ✓rR f,aLL 1e MSN ,�c'�.rrxiLr 'c"rSi�' �ti MF.D. I L�i GALLON S5 ' �aeo cl iL l►�l `*`,\ JAN. 1 1 1 s ' I- CC IOU ER TOB ROOM L T. fo I .1\ I 1 109rJ^.- G CUVOMER 3 RV!C; WOMENLift ( 1 7 Ndr Z I I FD ✓� .. ✓ K` I X r x M't I , >,.✓tis • X✓v ✓ 'k-.xXY'k X k ..k. �C. \.Kl XS ' X.X'k.Y x.X �kk Y dX VcX:.K Ax .\d xKA . _ I 4 4/as i r.- 4 V/`AIT I 2 4" X Revision@: t� C I I 7' r-. u, cJi { °xx✓i�"xx tix.x'�_'it x"x. r_r.. Project Number: a 88141-14 - - ., 1 `j I File Number: 14A404-D y I Data: 5-31-94 Q I T 1/411 ! 11_011 I I ' ._. PACIFIC HWY., Q mV• � BUP 94-0124 - - - w 25 OF:9 14 1 e ( I 8 U 7T .c ( IF THIS DOCUMENT IS 1,ESS i 1 �� 1 4 1'�� 1 l �r � fT�1r1�TjTj T7�T�T 1 TTT'ITTTT ��iTI , I T 1 I � f T I � �`' �il. AUGUST 30 1995 LEGIBLE THAN THIS NOTATION, ..� ---rrI I I I�1 — Ne.ae F IT IS DUE TO THE QUALITY OF _ _ ��E�uifiii L iili�9u�Liiiili�LLiiiiliiii iiulii�i Liuiluii Luulii£ii i��il� Jill T lLlili l 9T iT111111fl'� i lWTT T � L 8 9 111 THE ORIGINAL, DOCUMEN'P. l�iLiiFAli,_Jill 1-141911111iT ufilfL1du ►SL i��u� 80X IIIIII,�� I ��► �II��N�� E EME T kl o N V1 '� If t V r4 1 _-- -�-- N fa I P.INEL .S'CII6'R11M., Mac ecuw to anew m r,w atc I (/)J•/s4 (1))/t6� (1)21/%U , U!6011/'a 110/2w rQr of axC (W ftm x/LIKE r/1n Dw lily Amr mm Lhu tak/1045 r'u arc Li wolrn e/o rlopof ra r ar am I (W rr•la rem new Lugs } L4 AMW&D fan/2w ra r of arc (W I►/Aa An ewu u4A P7~ f r r r KILT u arc r 1 (ey rr/1a re1D LLARf + ►e tlDA1P Ito rlo/!w rarer aa• ,- ----- , NX,f/11x1 An "m um i AIE-1 rm+IV LLD to/ow rar.10 me Lo" C.I.LC.S.• (1).►/>" (0)IPIAGA PAM rAAa r mw-1 130er r Is ra r x rsrc A torte ton t OAK& Ili A7 COY IDOy/t0 110/7Q1 ra TV me me LR u Ar AZ 'PIUA ' IRAQ LrG X1111 MNC 1810 Al /AAr1 OfYfllydr L 1C 41 Al LJ , aD. amn !to AV Y"A 000"m_�r x r R. T ear 11o/lorr mw1 mrk Irl/ I31 AWS•to/inn rar ro alogia uorrrlc ►AAa MA[! PAM! hVAC 0 LS h • MTI ____. _- __.._ 1 1 � 4wir K1a 70 Rw i eADr ton"w M-171 Nov uo/rwv �� >AAws'*lecn O r .xmnr a• «a J r ` I I I •Qv ( IDq�/} 1aaVs ,mVy : !P r 1 � r L ao Ar.K41=/MC Lar J nr44" -__. -- ----- ..-. - ._.. _._ .— -..-_.. "--- --'- •- a._ _. - _-. _•__1-�+��, —_ ..__ i -� Vj ._.._. ro rar -am-- _ -•- ---- _._-• - 1 i 1 � O fY_ia_+w4�.�lelte r I �_ rV,1 wA�ra-awr_! 1� I � W PROPOS�'D ON6—LINE' "MIR 101146IR" �_- - }� � —� _ I + , - •--�_ \ rnAa ow , _ I �G- - 1 � r. I1 I Ir, I REVISIONS 1� • L_ .- ! d d t I --- r—•Me w 1/e nt I I I _ r-=---i- ---- ----~ ----- ---- ----------- -- ;i` r--------- --------------- +� 1 1 1 1 I f 1 1 / t ! 1 t 1 1 / / f / 1 ► r � I / I f / t / 1 1 1 1 1 1 t I f f l ! / 1 ! f 1 1 1 f I t I t 1 1 / 1 1 1 / ! I I '��' 1 ` 11 + INTERIOP LIGHTING POWER JO9 NAAL-NONELIFE FURNIrJRF t ,• I �� 111 1 I + POP11 5A (ENERGY CODE GCIDFLINESI -•h1 t'�rs Arrh� ' + INTERIOR (K.CUPANCY SPACE POWER FLOOR MULTIPLY + LIGHTING GROUP TYPE DENSITY AREA - + ROWER (W/SF) t 1 ✓� 1+}r - --- - + BODGE 1 RETAIL under 2000 sq ft B2 4.0 2000 BODO 1 / 2 RETAIL 2000/6000 sq ft B2 3.0 4000 12(00 + 1 1 N+'nW 001W■TM ren na / 3 RETAIL over 6000 sq ft B2 '..0 263AD 52766 ' '1CYfAl. iN7ERi0P. LIGtlTNG FUiiER BCDGET 32380 71760 «;u«<< WATTS ALl.01rT:D + � 1 / t f f f / / / I I / f i t f f t / ! f 1 f f 1 ! f f t t 3 1 1 — T_ + A B C E F G B -- + INTERIOR IIATURL FIXTURE FIXT QUANT NULT CONT PAI QUANT NUL7 + •toravreo_vyn, sn %X% 1 + LIGHTING I.D. DESCRIP. W TTS OF CxE CODE VALUE W/ CCBYI / " 1 1 + FOwEK TEXT CONTL * BALLAST TYPE t _ r 1 N/A A TPACK 50 1164 58200 0 + (1)5111 d, I 2 ELECTRONIC E 211 LA LAY:.I 90 32 2880 0 Irl f 01 1 11� I Q + 3 ESB C 8' STRIP 173 10 1730 0 A 1 ' f 12)P96 STRIP + Ir + 4 N/A D P/K 60 1 60 0 1 1 1)60A , arwrsw----+ 1 If r-t 0 + �I t 1 r+ _•j I [" t ' t B / U / n A fn 0 1 - t g / 0 U + , O Q + 0 A f 1 / + TOTA!. WATTAGE 82870 0 WATTS PEP SQ FT ALLOWED + C r � 1 2.25 + 0 / TOTAL AWL'STED LICNTING KvIP. 62870 fA.TTS PEI SQ FT ACTUAL + Z r_1 / 1.91 / 4Ak;E1 WATUrF FROM ABO';E »»»»»»»s»»»»»>»»»»>» 727600 + + L'L6CTRIC" SITE PLEA' W ' DOES DES10N NEE7 TARGET »»» >,»»»»»»»»»»»»»>r»>»�» YES X NO + t'• w-0' • ' n..p —.^—_�Iii PACIFIC HWY.,11745 • BUP 94-0124 26 OF 3e .. . . :K fJ. ..., ....11�-M,�AMMA'rN.1.r.Jwp Nf.•n..-W,•Y�.r...sp�lVt.�r.R.II. I...• � _.....- —_� _ •.'.,.�..n.w...,....�..M+r+s-.....-ess••a.nn....a.--..,.�..,. ,....wvue..or-..w...•.—. IFTH'IS DOCUMENT IS FESS 1 TITalpTl (fi T, TTl T T 1 1111 I T 1TT �II?rT i lTlp 1LEGIBLE THAM THIS NOTATION, 1 !--_ _- �r 1 I 7, � 0 1� I_� AUGUST 0 1 $95 , I IS DUE TO THEQUALITY OF No.9e G•1is"r�-' THE ORIGINAL DOCUMENT. il ��I 91 I�ulll>)lu>IullLl ` ; 4Ii30 lll„�>iiuliiiil►I►�iiiii�'"1 �� U04 Z �4 g U05 T riwet I N • j ,-,�.• TFIRU Rod I j l � — n A I j I j j 2 ' ----�- B►n,� ? ',SNC 41tJINQ j { Ir LA0^ER 'C I I �eo�_oayoaaoor..�mc•ma> �c�:aoaoasl�l I 1 J I 1 J I y J I 11m 1 J I ROOF MATGa•, _. -?CN IMfST--LOpC ilJ�; �C. _ _ r r 1,:- 1 I 1 aPot BAR KNT. TD +W' 1�- Ic t ME • ! RA010fNTCS#V!2 P +°4• efcmCAL PAAELs s>r r(J) vi'c aw ieEs-r j zwv" rwsr-L'oma 4+,d 4.0 �FALA ) fiy! 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I � I • �" I � � I � i I I •. j � I I ( I i 1 J 1 J 1 J j 1 J 01 G f REVISIONS 4eow WD ov-.�rL r r � � EAC- f f ac-eJ6' MCA f '� , I f �' 1 I 48OV-JPH. 36 MCI ------- -------------------------------- -- ---- -- -- ------ --- — -- ---- -- --------------- --------- - -- -- ------------------------------- --- -.—_ —. ----- -----— -- L_.._-'r -- -- ------ _ - -- ------ ------- - F 1-- — pDI r5 Aw Tlwsr Loft'(RECEPTAaf IT-0' +11-0-A F.F. (TV OUTLET) {=0•i I' —� , I (1)6ENARATE 11CV. CRRCUIT6 ----® -f )6EP'ARATE IIdV.CRtCIAT • I �' 00 C',;'.E'f R; 'r'C TO DE RUN TO TWO JUNCTION TO CIE <tElld TO Jl�1CTION BOX �� .'E. d0�6 LOG.4TlO AT 14'-D' AFP. I TYPICAL. I ! Luc -.a. -c BE i = _ b ON EXTERIOR WALL IN6IDE OF ' I I ." �;�';t 'NPRL`!E-F I I ENTRY GANOr`r AR I 'J' OOY. 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Q DtFUX RECiP1AaF H ON mmveRiA�00l1�,"'°`A A'N6i J.1 OF I 1 i r l j TG rOMR EXTERIOR&ONACsE. l j o DOU Xf DUPLEX RECTPTAQE a « lUEilr'cA TED DUPLEX REcfPTAIYF Q � I __ I'UN�'h'-i�IOVR PLAN (4CD _1� �5.1 �5 (5.8 5.9 r . 3�I ® WQAL IEQPTAUE AS NOTED � SCALE 1/�' - ,'-0' \ J `� T WZPHOME REL-tPTAaE N Q DA TA R!-CEPWLE O A rOFES TINS S'IMET.- m uNcno�v BCX H M CL-4 �1 POM ER MOPS.1,9D D1;1'LAY WALL CI NNEC,hONS ARE NOT aP1E?f FLO+JR Rf rACYE ll L* PAAT OF P4 C7PAC17 - DOUBLE DUPLEX FLOUR ftL:P:A tf Q DooR sai PU94 BUTTON a+ 9� DOOR Sf m M.LPHOWE FL" R£CEPTAaF DATA HOUR REC01NCLE ACIFIC HWY., 11745 04-0124 -'-- , 277 OF JB ..1.'.7eA•!ti'M.[..l'P.\}.-A6'tVYt l ...Mw Y.r-'... .__ , ./•:...r .. .... .-..r. .."y.-yrw,T'-i•:iNJtlh.l.er•••, +6.1 N, x .F'�_/A•e�Mr-_MNaMM__✓n _r•.♦ .-.•+_e.IMAra•I__.RYF/M-.W.14•'Y.+MIM ... .MtM r .M<wWy. _w' �Y.�w++w.1.A!'7PMNMaiaNn.M... +V•RwN/eMeeer.. •... ../s•r'.+wrw..w..., ..., ,r.a ..,e W.�!".�frlfNlM.�A w_.w.._.►........r...v t.•,+r.r.•n.v.•w..a.r. .err.w>...x._w.s.w.wir. . .,,.•a..n—'wewrrvw•hnr+-n.M,w�1w_w••w«-ww.wr..esw..svw,........ _._+.M . w....M-d,wsti ..m.a.v..wi.wwr.m..._r IF' THIS DOCUMENT IS LESS 1IT[T TTTTITT { 1I I Til T T111TrT i Tit I1T 1ITj T �T�Tf1T11�1 1�1 I 1 9QG T.EGIBLE THAN THIS NO'CA'rION, 1 I L� Fj I I I I O I I 11' � AUGUST 30 iJ IT IS DUE 7'O THE QLIALI'CY OF - Note CITE ORIGINAL DOCUMF,N'P. 1 J � 1% �� I �i I ll � I I I 1 �8 BZ LIZ 19 Z IZ E . 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Y - 1 .._.1...«d .1...._ ,"L I - - riil�_��.�r�i:.;`_�«.+3irG. �i_- '_ -.. . ._r__- -�---.1_-�.__:T---T-- •:--.ia�iiti:.:o�_-'moi-.►f!!'"�Ii7+•x� 'aiC:Sy�__-�'•--'�.. --- -----� --- --`-.....-•-._. .-»...-_ ... .r.---,_.- _-- -_ ._._.- _---�/_ _. �' • O 2a'x;a' :ylldc:-DGIL►ti ..ATCi•+ rn I ! OMA QM1N I 1. Mil " � � Mid , Mii (q►� hy{i O O l J.O O J U 4GCE'S E3'f' 3l.IL?'kG °•'GK4 11 i v INST_+LLA' CN CCNTRACTCR t - - 1 , �Ct-.FIT . _ •--' --- ------ ------ - ----- -_...»----•----a--_ _. .- - - - -_ ._ . . _ . . 1 - �NCE!7.51GE "P C'"",C!h' -r SSE O ' ' �k7rR�CR !�•-raaliM BC.•1RG H �I 3ME_1'1Ii�,G c:ti -ET-IL STUD RRAMINC , Q C/] I � I �•HE.a'Ni\G -C pE'CF.IvE E.IF.�. SF'R.a4'ED f rr 00: fLTING IDOR PL" o p Light Fixture Schedule � I . I C\2 F--1 INTERIOR: C E-1 A Halo trackmaster single circuit t-ack, Haze in color with Cj L746 round buck head and 50watt par cap narrow spot by Sylvania E-• � F--1 C-1 B Columbia 2x4 3 lamp layin `.fight f.xture with 1.5"x1.5" silver paracub,e lens, 277volt, electronic ballast and C� F32 lamps flex whip n, A C Lithonia 8TC-32SS 8' tandem open tube strip fixture with — F32-TL730 lamps D Phoenix 20OD3 dock light EXTERIOR: A Lithonit. Hitek KAD 250S R3 TB-SPD04 type III shoebox on a 25' li, ::t pole, 250watt. HPS lamp, 277volt B same as type A except twin shoebox fixtures C Lithonia Hitek KAD 400S R3 '^B-SPD04 type III shoebox on a 25' light pole, 400watt FPS lamp, 277volt D HITEK TWH--250 250watt FPS wall pack, 277volt: PACIFIC HWY.,11745 -PUP 94-0124 ?L OF 3d [F THIS DOCUMENT I3 LESS I 7 ' 1 I T11 T1T T T1TJT�TTaTj, 111111i1 T1 T1fiT1 gTTTjT [�` ` 11� 1AUGUIS F ,3v199b LEGIE3L.E THAN THIS N01'A'I'ION, T7 �1 '� ` T �f �� -�_�L__� � -!1I � IT IS DUE 1'O THE QUALI'T'Y C)4' _ �•=-•-• TTIE ORIGINAL DOCUMENT. r - 77-� - - - .r--"-- - - --- { ��f- Z BZ L��8 9Z Z L I 6 I�Z I Z IBI LI t T 9T tijI ET I ZT IT T d L 9 9 IIIIIIIIII�III�hlll Illlhlllllull!IIIIILIIIIIII Iillhlll IIIh►!1111111111111i11�llll II,IIIII�IIIIIII - IIl11P.'�i�l�u �1111111Jillli IIII�I,►►Illljl'111I f • a 2 3 4 5\) I 1 w Z : ( I I I I { I I ' I I j I I I I j j - -- -' ------ -- ---- ----- -- - _-------------._ ----- ------ -------- ---------- - ---- ---- --------- ------- — ..—_ _ 1��NCNCS)a�hiti'� I , I O ' ' , I , P ` j nv OV 108 0 0 ,' G� I - Q_ - 10?� --z' ------ --- -------- --- ------ - -- - - --- ------------------ _._._---------- ------ --- ------_—_�r.�.�J.�-------- ------------------ -- ---- ------- -fi -- ----- -- ----- _-------_._ ______�.------- - ----- ---------- --------------- ,�--- - - -- ------- ------------------ �- VDM v O CD ,. I t •. I I I I j I � I CD ' CSS �, I I j I ►OE. � I I I I p O j MOTION DETECTOR k ' O I W/ 135 DECREE- -•\ I I I I I I � �-� O I I � { I I 1 ( I Q I • I _. _. II - ---- I - I --------- 7, I C Q ------- -_ ------- ----------------------- _----- E --------------- -------------- ---------- - ------ ►� i I • I I I 1 , 1 I j •,; I I I I j 1 ' 1 A ' r ! I C I I O I I o -\ ' REVISIONS H I El ! i G I --- -- --- `+ -- -- -- - - --- -•---------- -- I -------.------ - -------------- I -- ------ -------•------------- I ----------- ---------------- --- ! ------------------------------•--- ------- ----- - - ------- ---- - __ -- I-------jr �\ - — ! 1 I I POWER ASSIST D 00 OPENERS LOCATED ON THE RP>fr HAND DOOR ' OF THE EAST PAIR OF DOORS ONLY. CHRISTENSON ELECTRIC 70 I PRU.'Df 12C VOLT POWER TO F.ACH O, Ib" POWER OPENER AND MAK£ e O':E POP.- CONNECPON, PCP WV AT CA1.Y0N GLASS t 'NE� ARE TC PRO ME AND/ INSTAL` ALL EOU-1MENT, COM-R0.5, S,I ai --r4S, CONOU.'T 6WASE, WRINGETC. FOR A COMPLETE SYSTEM. I � I , TH'f SYSTFAM iS IA.`EPEN'-N7 OF 'HC n67 Y°A. SECUR1rY SYSTEb I ! - CHRIS"SON Q£CTRIr lS INSTALLING ON i4E 1NA'ER ifFT 0 I I 0 / I HAND DOOR OF THE 'TEST PAIR OF DOORS i L I I 0 i I I Oui - I I I IEl I` 1 -- ---- -------- I �\E j j I I I I I j I Q I I 1 (D I I { I d c) .� A V2 I ! I I I t I C) o F� FIRS' 4ZARj1 Fl,00R PL 4N (4.71 N 5. 1 (5. 2 (5.8) C.9 6. 3 NSCALE• 1/D' - P-0' ` - 112 O HHZ O SYMBOL SCh TW ULE: _ 1 � C�'_J CLW TRAL PANEL. ` ' POOU ASSIST FOR DOOR L-! Visual alarm signal appliances shall be integrated into 7 KEIPAD the building or facility alarm system. visual alarms - . .,W•M- 00014 CONTACTS I shall be located not less than 80 inches above floor level, or 6 inches below the ceiling, whichever is lower, C AIU•OON D£IEG' URS and at an interval of not less than 50 feet horizontal in rooms, corridors and hallways (section 3109(rn) 2) . I ARE ALARA 3TRoW [_Hj HAW/STRJBE p4'TP!�0Y1 VJtf1V LTJ MWFUTAMWE SViSOR • » ._, vq!t4Pxr DfTFcrOR/1 cwG ,irc owrA r PACIFIC HW4.,11745 0 9'CAKER 1 sup 94.0124 r-7-1 vxm ctw n;k L pg OF 38 _ a.—,•„.,.. - .... . n._.a•..Jf-_LVA• f•...'. _AwP1.1 .1 .i..,_ .r•••RMT:nM.•MMn.'I« .fAsh^.vsn+!`r++l.•..MIV,/P.M ..1►•MYwrvw+-.a.Jia.OM•►�A. ,Mii+Y1.Y\w MNawnn w.r / r�Y/M FYI.M./Ylnw...w1•-..r-ur. nu Y+. 4_,Mw. _lua../IYW.rww.►_' 0 . .✓rM. f+WF.-..,.In.r. 11,.il_:rinw.+i_wrlrF,MMw.n.•.4/eMt w wnrnnr. , "MwMYAIr��R 11rr.. MfM.raOr.e.M-.w«Y A.Mn rw-, w.. •r ... fps+M../wTIMM�MIIMMr-IO.NIOp•rv.,.'.AQ�'�AKM)rR+•t•_ - MM'.Mriit.WYur.a •.. ,.•_ ,., .. .:MnFbGr. ....r...,.r..,-.....w•. -r .••. -�'} ..�+.. .. -....-.r..,.MMiFrIIIM.^.w.r..w. .,ay�;: MMrMWY.auMIN#11 ►.OYY.iT..+`.rwawm.ww...w.n.•rww � � Y 1• 1 IF THIS DOCUMENT IS LES , T111TT T 1 I{ 111 TTr1lTrrrtirll� i�t�t(r it lI I 1996 fi I6 R I �0 1 11 122) ' AUGUST 30 r W 36 LEVIB..T; 1HAN THIS NUTATION, _ Tr ._�1___ �-'L --- -._- ---� I'C IS DUE 7'O 'I'HT; QUALITY OF _ _ _ _ _ _ _ _ THF OR..IGINAL UOCUMFN'I'• t111:111141111 8�Z LZ 8 Z Z B tT Z� �� Z� � ` o� �I 8I LT 9l 9T fii sT�j ZlI Ti T 8 L H ~ 9 £ L T�►� �IIIIIIIIIIIIIIIIIIIIIIII�IIII II llllllll�llll IIII�IIIIIillllllll Illl�llll II11�111111111�111111111�I111 II III�IIII Illl�llllil-Tlfl�Illlllhll�lllllllllllllullll�lll I I' ' ' Iljllll Illl�lllllllll,lllllllll{ubI I PI-kNT LIST Symbol Common Mase Size/Crud. Remarks 1 �is 4 Botanical Kase �'` F FI /''� T f; �-- Trees r �.�. �t'm . I `�"1 `f= DF Douglas Fir 6'-7' ,B4H • �' JJJ.•• = E �1 v P�eudotsuymBi?chsil CMAtSN 1• f1ESNlf1 e lI/• EWB European Whiter 2" cal. ,Bi8 I t o�vivN� c)vN rr� H1�� Betulus pendulaA/, OREGnV ��/, yea, �� •\01s Uu� JM Japanese Maple 201-121 ,B&B specimen bN VOi�� NNe Acer palmatum 'Atropurpureum'" •--� D \\\ "o RSM Red Sunset Maple 2 cal. ,BiB •9jr, AgV wpa GT',t', VI — � ` t � o Acer rubrum 'Red Sunset' `- MMMrra---- SH Skyline Honeylocust 2" cal . ,1168 Gleditsia triacanthos 'Skyline' '74A O{ �,y v" a .may • WRC Western Red Cedar 61-71 ,86B X x x ;: x:3 � Fw+D "�,i� ." \ Thuja pl icata (n I '� � • ?� NV1 �P7�rl GP o ' BH Burford Holly 7."-30" I Z x x r x x i x o Ilex cornuta 'Burfordii ' � ) ? i `� +� ip I ° 1N� -- — Z�,fJ WW --Z ? >/6G1r11� DAR Dora Amateis Rhooudendron ?1"-24" 411 1\ 1 ;, , 1 Rhododendron 'Dora naa-teis' x x x x qu,lrta�l\ x I lam- f 1 � IAV DFV Doublefile Viburnum 24"-30" o - X �� _- , •, II r' 'aK�1T.0 / I _ �rJ01• (�i4.1 Rr� Viburnum plicatum 'Mariesii ' r t .it - 'v�'+L1G�s- w ,:�(;� ' u- DV David Vib%Arnum 3 gal. X X X X X -- F1L4,MV P6 MND AG�l-I►JFLPv�T1�b1 Viburnum davidii � - - - - !Ili / C+w� -z DWE Dwarf Winged Euonymus 24"-30" „ Euonymus alata 'Compacta' FYDM VP lu '•�- f" 't' HA Nino Crimson Azalea 3 gal . I = A ' _ -GSR$ ^lei i.!�1I6��V Iw7,. E_- ;ks!AAa QF�1�PJ� two- l Ki1w Mf�*, ft F 1�IColvw Rhododendron 'Hino Crimson' I '�1 F �OT LF Laland Firethorn 5 gal . stk. V 1 ' F&o 84ow W*k PI Pryracantha coccinea 'lalandei' �n OG Oregon Grape 3 gal . V ,. �.\ �LKAw MK/YasyPlArilil�7 T ---LI <AC-50i,b ,d 'lahon i s aqu i f o 1 i um �c OLL Otto Luyken Laurel 18"-24" 1z< Prunus laurocerasus 'Otto Luyken' GROUNDCOVEF PLANTING SHRU8K4' tG.JNDGOVER PLANTING CONFER TREE PLANTING DECIDUOUS TREE PLANTING PSR Purple Splendour Rhododendron 24"-30" i; f10 scale no scale .—� no scale - Rhododendron 'Purple Splendour' SBV Spring Bouquet Viburnum 5 gal. n0 scale Viburnum tinus 'Spring Bouquet' O SKE Silver King Euonymus 3 gal . Euonymus japonica 'Silver King' /] Groundcover 1 (�� Sod Lawn � - fr Baltic Ivy 4" pot 18"o.c. I W OK0�� Z � � 0 0 � Hedera helix 'Baltica' 1 0 EXISTING ) I Is /-ELECTRIC METERS Flowers 4" pot 8"o.c. I L •� - I 0 Existing Trees Tc Remain ►w 1 W b q z 0 Norm: 1. Existing trees to remain will be protected by fencing placed 9,29, W 0 0 r at drip line prior to any site construction. _ I' oq. S 2. Provide jute erosion control netting on all elopes 2.5:1 and greater. Refer to site grading plan. z CONCRETE RETAINING WALL M..^ 0.4' X 5 TALL WITH CHAIN LINK FENCE ON TOP - FR01=05ED BUILDING W� 10 Wee"d,0 LOADING ASPHALT PARKING LO p�/e•0*iQ4 , 9 ELECTRIC METERS 42.03' 6 PR•. L'aej RETAINING WALL NOTE: WATER LINE LOCATION SHOWN FROM "AS BUILT" PIAN / � ti.. EXISTING :, FROM TUALATIN VALLEY WATER DISTRICT (PHONE 642--1511). 7d0S1trt&1r1** ^°Ac` f��V�Rv„ I RETAIL STORES , LOCATION SHOWN IS APPROXIMATE. BUILDING Gj Imo' .'I X I I Ig 4el '• �' O ' , !�M TR,4ININa EVER ER " i� o� PARKI v� RE,4 \ O BUILDING P� o � 0 ° o �' / z. I 1 4�PC o s�'Qv• P'�� Wry/•'bQG. '. ' / /� / 1 C?. LP &-1 TR,4INING CENTER °S44 10 `, / �\S�N9F1 OWN . . I o �}f4'%�4a. • .. % / MoD . jl 114V�;p ' Si 0'44° 1,16 CHORD: N 59-215'4§" E 10 .81 ,. "- PQ�O�,j1 P Revisions: Landscape Plan TIGARD OREGON WESTVI'OOD CORPORATION -- - - �XW GRAPHIC SCALE 0 30 60 Project Number: 88141-14 File Number: f / \ 14t201-N Date: 5-3 9/- 1 IN FEET ) ¢ / I inch = 30 ft. V / 1 PACIFI ,,45 BUP 84-0124-0124 CHRISTOPHER FRESHLEY 30 OF 1B L A N D 3 C A P A R C H I T E C T ..�_ :020 5.W TAYLOR SUITE)55•PORTLAND.OREGON 97201• 131222 9681 1: IS DOCUMENT TS LESS �TTr�'1' TTTITT TT T TT ITi1 I ' I �11 TTTITi' 1996 �• LE THAN THIS NOTATION, ��_ � �. 11 tel__ .._ "I --- _ _vl_ =---- 1 _ 1G, 1 AUGUST 30 ► , l IT IS DUE TO THE QUALITY OF No 3e THE ORIGINAL DOCUMENT. E 8 L 8 Z Z E Z IL Z I -BT -�" 8T yI t'T EI ZT T1 T G 8 1 9� E _ L To,nm oo�� - -- , . IIIIIIIIII�Illllllll�llll llll�lill III► IIIIIIIIIII�IIII IIII�I11111111►IIIIIIIII�III111111,IIIl�lI11�1111111�I�IIIIIIIII�IIIIrIIII►III1�11111I111� I�III� 1IIIIII1►IIllll(I1�1111llll11W111 lulllll llll�ll III IIII1111111t111 IIII�IIIIIIJIII J syabQl Pattern Coyerdsm S�P.K. !lAnldCAtt.__XQ� 74 Q Rte! End Strip 41x15' .61 Rainbird 1800SAM-15-EST 5.W. FFAFFLE I fREET �7 "ids Stria, 4'x30' 1.21 Rainbird 1500SAM-15-SST CHOW � 1/4 101R. .39 Rainbird 1800SAM-IOQ-LA 't OREGON �W A 'a Var. Arc 101R. varies Rainbird 180oSAM-lOVAN-LA Ia4C- I�t Ute, i �iC 1/2 1o'R. ,79 Rainbird 1800SAM-10H-LA - E A ---- M I� 1A X WC.17D __- /- r 1/4 151R. .93 Rainbird 1800SAM-15Q - II u Jb�-P•CE < -- Nk,- rt*�a.V r'�` 'Yy �I�`" Z v Var. Arc 151R. varies Rainbird 1800SAM-15VAN j - f-- �" --t+► til�J 1"t�eJGrJ - k-ftZ I P►J F. c K11J6R -- - -- -- Fl�l P•GE= III �� ( � w/ j' ~, • . - - - 1/2 151R. 1.85 Rainbird 1800SAM-15ii f VP�> -- � tv w6_ WO&K w � T � Part Cir. 221R. .65 Rainbird 'T'4PCTL1-.65 E� �• _ a �- - --F-��J &+{�00 ( - - --- jft "*�)f III Oo I -- --- xjp� _� Part Cir 221R. 1.30 Rainbird T4PCT22-1.30 Pop lJP N kl-�R X V r c{ �t �1 �. X11 11bC'.►� P I F � P6 . IFIiiG - GX,}� to ;;; ! -- }��'i ¢�P1i - --- - A'i,'vG I�.�A� 61 Part Cir. 22'R. 2.50 Rainbird 'l4PCT22-2.50 1 , L - --- �� v ' vv-e- � ��-+� _ _- Part Cir. 31 1R. 1 . 3 ) Rainbird T4PCT30-1.30 = _ --4�vIN� PIPF3 � �� a��YY1r�x X �, y� I lIIK1 L � Part Cir. 311R. 2.50 Rainbird T4PCT30-2.50 u V �-- � ,r 40 NO Arm r_� � � Ape AI.TL� MP+z �i�fi�. --- - - - Fv�: -- �--- Part Cir. 311R. 5.00 Rainbird T4PC'P30-5.00 � �� PINE 9X5-COL F Ro" Mefli +t to fzl� illklule�� ( - �+4 �o wG , Tlr�s � Ec.Bow NOTTSS: ��Nbl - --�/ ( '1- �1•� 1. Design Pressure - spray heads=:30 psi, geardrive heads= 35 psi. BACKFLOW PREVENTION DEVICE POP-UP SPRINKLER GEAR DRIVEN SPRINKLER SLEEVE DETAIL QUICK COUPLING VALVE 2. Lawn Heads - 4 inch poo-up, Shrub Heads - 6 inch pop up, _ Groundcover Heads - 12 inch pop up. r10 SC31e Il0 scale f10 scale 1'10 sr:ale n0 scaler 3. Use PRS (Pressure Regulating Heads) on zone / 6. GSNIIN/.L l .uk ND O Class 200 pipe for laterial lines, bury min. 12 inui,es. �_ � 1 ` r...-• Class 200 pipe for supply lines, bury min 18 inches.F14�PH 1 Sch,:aule 40 pipe far sleeves under parking and driveways, rT� Class 200 for all other sleeves. Size 2 times diameter of w r 1 pipe. QQ�QL}�ire to be in separate Sch. _4Q Izleeve. EXISTING i ELECTRIC METr.RS Rainbird Model RCM-8B Irr .gation Controller 1 BUILDINGS OFebco Model 805 Y' 1 r" Double Check Backflc-.o Preventer i L 1 f - Ball Valve 1.5++ site � s° Raii,:,:�` :,odel 3RC Quick Coupler J n II ' / 10 +� Rainbird Model PEB R,amote Control Valve • t / ® Rainbird Model PEB 1.5" Remote Control Valve (Master) a,.( ......1. ....... .... ..... Remote Control Valve Number LG�TPARKING CONTROL VALUE KEY H 1 / r- CONTNOL VALVE NO. 1 2 3 4 5 6 7 80 EMOTE CONTROL VALVE �ftiT I�T� v� 4u/►JS�� REp��+�r�TNF 1'` � GALUX PER MINUTE 40 ++ 41 35 38 __34___35___38_ � ►� CONCRETE RETAINING WALL CONTROL VALVE SIZE 1.5 ----------------------------------- 0.4' -------------- ---> + __ - - 0.4' \ 5' TALL L=LANN,S=SHRUB/GRD. S S S S S S `a L ho scale 21 II- -+U CEJ 1 �0P. F�11' Q I L"��j - J FENCE ON TH CHAIN TOP K NOTg'S: _ J I S 1 El � / 1. This plan is schematic, place all piping, valves, equip- FROi:'OSED BUILDING I - \ Vv sent, etc; shown in paved areas in planting beds where- - 32 38m S.F. -- - possible.2. Place sleeving where r 4 � � g squired prior to asphalt/concretes Q NO -� \ work. Co-ordinate with other trades. t p 3. Verify the ccrrelation between ground measurements and SO1�/F�JT WEt-D drawings prior to any work. Notify the land. arch. of any discrepancies 4. rake field adjustments dastr q squired. Tho contractor shall I LQADING ;, I � / not willfully install the irrigation system as per plan A NHALT PARKING LO : - when it is obvious in the field that !onditior vary from ELECTRIC METERS the drawings. 1 ' 4203' 5. Verify location of point of connection and water pressure at point. of connection, submit test results prior to .any work. _ 6. Verify location of automatic controller with owner's rep- - resentative. -e.-6H, � R� N IPPLic ; .i _� -*__ 7. p9_1]9t_�4hine trench througj► root zone of_ existing t=ea RETAINING WAL < EXISTING Sp r��L•• Hand dig as required. RETAIL STORES 8. Provide one extra control wire from controller continuously f' �1P•INN4JG CQ I->° ti a from valve to valve throughout system siailiar to canon for AR T tFRY AN Pl + 6UILDING use if wire fails. Color to be different than other wires �p Q T ! I �/ / � and shall be marked as extra wire at controller. O t7 �`---MpiNUNL i"111'IHYs� l 3q I d I b d ,I� • S.W. PARKING MANUAL ORAlN VALVE cT no scale r"' TRA1NiNG ENTER 1 G� O .r BUILDING ( QPEi 1 A� INS �E 4 V II \ 1 ;�A OVERHANG SQdop �P O P .l 1 /r 1 i • + v /, / G1"1 TRAINING CEN I ER I I ,e ro 00 .L_ -_ P � • _ - ,•••'•••I I � G F' S(� �W�✓�! �. u��T�1�- ISI f �� %••••• 2 � WITfi�' P�c»k6 �IJGf��= `1Pc U l.'1"' � Pl�(tP- brX N 59-25'4§" CHORD:25 .. E _ ��~�� •6 �°'I;P`'0 Revisions: J`� 1 PPS°� �G�1pd.' 1�1�. 0� GOF•1 V��v l l�l - may" - ... IrrigationPlanTIO�') OREGON -- _ _ WESTWOOD CORPORATION GRAPHIC" SI, 11 ,1 1 °3 30 c \ 0 30 e� 1� Project Number: 1)8141-14 _ `\ /•/ File Nu,,ober: \ I 14�2m1-N Date: 2V-`,1-7t IN FEET ) J / 1 inch = 30 ft. M PACIFIC HWy-,11745 CHRISTOPHER ERE HLEY L2 w BUP 94.0124 L A N D SCA P F A R C H T F C. T _J 31 OF 38 4_ 1020 ti N Tin )P SUIT!-S+•PORTLAND,OREGON 9II01•101411 VII/I a U V + IF THIS DOCUMENT IS LESS Ir 1T I! T�T Il T� TIi 1� � 1 1 T LEGIBLE 7'IIAN 'fl'I$ NOTATION, 1-17TT111TI - -! 4 �� - 6 � _ !-J� 1 7�� AUGUST 30 IT IS DUE TO THE QUALI'PY OF None low1-� ;;,T THE ORIGINAL DOCUMENT. L��8 Z L E ff L t 9 IIIIIIIII�II!I II�Illllllllllllllllllll Ilil�llll IIIIIIJI!IIII�IIII Illlllllllllll�llll Illl�lllllllll�llll IIIIIIIII IIIIII1111111111111 IIII�I IIIlIl1111111111�W111111�Ullllllllilllllllilli111 L�llllllllllllll IIIIII�II IIIIINII i 4 10 » 12 13 141s 16 1 3 4 5 6 7 $ HANGER LEGEND "T--u- HOOK B COACH SCREW ROD C "C" CLAMP D TOP BEAM CLAMP Q E EYE ROD _ F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET J .J—HOLT - - - K SHORT CLIP _ L "L" ROD _ M MACHINE THREADED ROD N TO(iGIE NUT P PnWOER DRIVEN STUD I R WEDGE ANCHOR I T _ U V • JI! X _ Y •�...� 1 *Ay EARTHQUAKE BRACE 4 WAY E•ARTH,,uAKf BRACE L ;TRUCTURE TO CENTER .INf Of PIPE IN INCHES SPRINKLER LEGEND SPRINKLER I g ORIFICE SIZES } IWC --- ANG TYPE r .s 3 $PRAY 16 8 1d 7icl L4 r, $PRAr -� . . K R 16 I SIDEWALL AA Dpv TYPE I 'EMP RATING :h5' Z �} 4 ; fz ti 1xz �-- :01w t o I I SPRINKLERS USED_ 'QUANIIlk 1,10 I 1 11 I 1 H 1 1 I n Lo TOTAL :JTING LEGEND APPROVALS REQUIRED G *SN '..PLEADED SHARD NIPPLE _ ---- DISTRIBUTION ---------- -- -- - QEv.l 31,01 w LTH ?A.; -Ic-T s a-z FbluT \ r� o�I7n��atic, ��PRiµ�I,F�S 5'-C' OIIT !� bsu- ( �.2,38'J i'c PT ( OUAun' CONTROL 6v pl1T * � � I / \ � A{PRO-77)FOR FAB�ICATIGN 0Y DATE GENERAL NOTES I � 1 pi,MA^'-AL AND EOWPMrNT TO 8E NEW AND UNDERWRITERS APPROJEU tHLSLY I I Al WVm C,4 ARE ENL'TO E{• Pif"W,DIMENSIONS ARE CENtEP TO 'ENTER EXCEPT RIScRS 6 DIMENSIONS�H M EAIITwCUAAE BRACING SHALL.9E PPOVIDED IN ACCORDANCE AIT" 1 nQ NCPA PAMPHLET'IO '3 ARP ICABLE EDITION 4 PIPE HANGERS AND METHOD OF HANGING-0 BE IN ACCORDANCE'KITH NFPA PAMPHLET 40 '3 APPLICABLE EDITION i2 S PIPING SHAL.BE IN ACCORDANCE WITH NFP►PAMPHLE' 10 '1 APPLICABLE EDITION G O n WINING OF PIPE AND P TINOS.THREADED AND NELOED S1...L:19E IN AC=OPOANCE NIT14 NFPA PAMPwLET NO 13 APP0CA8LZ EOITICN OWNER'O PROVIDE ADEOUA-E HEAT-)PREVENT WATER 'I PIKS FROM FPEEZING!N AREAS PROTEC'EO BY A WE'PIPE SPSIN-_ER SYSTEM 1 I d AL,AIRING OF EL iCTRICAL DEVICES 'F REQUIREDI•0 BE PROVIDED c 9 PAIN1146 OF PIPE 4NO EQUIPMENT IIF REOUIPEDI TO BE PROVIDE,. 961RRIN0 OF PIPE AND EOUIPMENi OF PEOUIFIEDI'0 9E PROVIDED O DESIGN CRITERIA AND PIPE NOTES � 4 2, V& 10447 r-c+G wrIH - 144u4- Va 151 OTHW t ! ` IJZW -I�0 iz 1T I \ �{ V T H� 1 1 i 1 REVISIONS C MK aATF� -ev oo ----- ----— / LISP-fWO-T 'S;7#-f-7 rt)IQ-r PT 5'-0 Du? -4��k� I II►11MU►fl ?x.IR'( 3 -v K fcL L uL1D �ROuIJU P I PE. 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PRO I ,•r. r.. .s fares� a..... fG'F1iLil�.•?^ � _� a.- W La_�, Y \ El"'PACIFIC HWY. 11745 araAwdawea• � �w- 9170 t■+w sw.r+..r ...■i BUP 94-0124 ��y�'e' r � RIMR DIAditAM POR 4N'Y/T" %VLT OWMM AM 35 OF 3B ��S{S�1�C�i7J�i�i"-' ---- - ---------- - --— M/fR )ofN�w aoNUUURI� R{ 'NOMMI s"16=A%elan, ff�e•M MNf�M n,f 101�A ne11►nfn�s+�uwlw r�wa A 'E <� FISEM AA fY�� flOhLa a"" vinlVwtAb•-r_fa G•e IIIIIII III III fit 11 11T LEGIBLE THAN"'THISINOTATION, � 1 � _ • .. .'_iT��77To7�� T lll!J��1_ I'�-1 ,�i��lll�'l TT�E I AUGUST 30 1995 ' ` yIF II IS DUE TO THENo.3Q Q OF UALITY 1�— THE ORIGINAL DOCUMENT. -- III) III IIII Illi IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIJII IIIIIIIII IIIII1111 IIIIIIIII 1111II111 IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII llllll l Illlulll IU�IUI VIII zI lll�I s L e 9 ll�iul Ilu�llli Illi Ilii iui�uu I h' r r t - slar4Aa wlMr+lMow AND Cp.oas s U .+ A FURNITURE STORE by BEAM w•w�r w.ar r•r••w•.w _1 '��" e— FURNITURE STORE by maA s r wo • - 1 .ro •r r.••cp�w•r� tiY...w+.. 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"•'� a .i. =:.,A,vX."Ir'Ar �..�?��•� I 1 w'r'y..� 1 I ENTRANCE ELEVATION — SCHEME B RIGHT SIDE A•M�M MH *CAL* VW-T-cr VIEW ITI �'� -.�-:w.....Y......• 11 11 JH II 11 II II ELEVATKIN TYPICAL PYLON SIGN SCALE: V.••T-O' ' vtrMTr.■ — r.. 1 ` J ------- -___- e/rLL �_ .•J:�___1�c�—mss .� � —.— ..r. --__-- �_`•EW - it ENTRANCE PLAN — SCHEME A — - PARAPET DETAIL �- -- ----L eco , yr-•-o• SEAMS ._ Q�L•�1�. �p� rel.MMrMI IrI��rY M r1OwY sw•..v f � ��w.� -- r r..rr r,.•.. �•--�, —_ IFMW'1�`'I f'�C�G�9G�' r.L .-X-a PS Design, Inc. - •M/MT/Mr - ��. � - --yy --_ - ••MOM.oI••n.•rgYO.�1 N YY•• ((tt��7) (�Q �y� t/�/� —� �Y� •VM,•Mr 7r••�+ / IYTEE�I+iw.r•.•T —.� -- � __'_'__-� _i..rw�YM.+My •^~Mn,W'1 ,Y'• 5 ��.•,l�Y��M r fi=1t.LYaA 11NN ;1 :,I J I 1 t 1 , �•�r N M �. dt� A FURNITURE STORE by #AAM 'I 1 1!f;1�'1 �T�1�It 117.; ' �M��r.• i NA ---' 1 i 1 I I }"},'•{•,7"I'�'_' sl_�VA - + 7Tj 11j,tel • 1 ,t:tl�.l'-.T_11i71.t7 1 :iAr '` V I r r `I rl�'. _ • _ • 'EJ .. T ,.-7. _ 1 t.l ��r`�� t'� A�__ `Vys ♦ t.l,l 1,1, �_ / • , � , 2T S_T.-ZZt-�'.__�..-__�.� , .1'i r71'I;i� �:M.••1��\/rrM •-•..r..i_w Yw.M•r _,_ _. _- —�___ i 1 'IT '. u 17. 7...�,l ll- i ---�-7_� __ r � - _ �--r-��-*-+—.T-- —.—T �- ? Q�:'.�..•tlii fJ3:r.I s.:T`�b'.,�:r�:" N. CIFICHyrY.,11745 .. -„. .:w _-_• �j'i`� Y1X1�'S. w..••rw w'� �rw.r�rr+�r .rw.rr.r.•wwww�r1� .,.•..• _ "S:' �,... . �'. t�jA .IE :.S�X101'.'lRd!'Gi«q' PA BUP 94-0124 ;47 OF 98 ^r. .�rXi14S!«!• �7T�1 f� �n ©r.ww Yr•�r rvr•rw w..._.r i7 1\rN lG: fTM., �M ENTRANCE ELEVATION — SCHEME A RK F T SIDE ,,.,,,.,�,•�,,,_.,,..,...,.. AND STA" —._ — — ScAm. vsti•T-Cr VIEW TYPICAL MONUMENT SIGN ll�iIIW' SCALM Vol'-T-Cr ---' - -- , vwrr�wv,�•+lllr IF THIS DOCUMENT IS LESS TP Ir �' I147rl17 1 1TT 111 �1 ill 1 11T11j lTT 1T 1 " 1fi1'�I fiP 1' 1 r'�1 I '�'Tr f � 1995LEGIBLE THAN THIS NOTATION, L 1 I g I 8 Q 11 � A�JLt�JST 3Q ' IT IS DUE TO THE QUALITY OF I�, -- ----= _ __ e - ---� No.9e _mss•.:. +��( THE ORIGINAL pOCUMFNT' L` Z BL LZ �9 Z L b'� L i�L o�L I 4TI I LT 91 41T 6r1lillith �llljllal2ll 8 EL 9 4 �' T71un ; IIII illllllll IIIIIIIII I�IIIIIII IIIIIIIIIIIIIIIIIII III III�IIIIIIIII�I'II IIIIIIII111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIi IIIIII �1 lli��uTIIl11 it illi CNN I 1' M d 1 STEEL COLD iN TO L___,vw ,A" - STEEL COLU`N TOCARRY LOAD OF WALL . ABOVE (TrPICAL) �- I IC:ARRY LOAD OF WALL �• _ � � --- ---- t ABOVE (TYPICAL( " ' ' ' -D' -D' FURNITURE $TORE by S�jEQ_ EQ. EQ EQ. 4— EC ECL' 36'-I 1/2• —� T— NOTE:_ WALLFOR fM'Ol COPING L��N in PREMANUFACTURED BASE BELOW 2'-8' COLUMN �-- CANOPY ABOVE PUKES ONLY, -- ---- -- - - - -------- -- -- - - - - (TYP..) --- - _ C-40NSTP UCTION MAY VARY. F••AN VEW 13'-11/2' 4'-8' II'-8' I!'-8' 4'-!!' L9'-1 ISI' "� - -- - - - - _ 31'-4' 31'-4' 1. COLORS INDICATED ON ELEVATIONS ARE EQUAL -_ sUIL�E FOR EC2tlAL s,� I��• _ Y-06 TrPICALNTENDE COLOR CHOICES. LANDORD IS TO 62'-8' -D' '-0' 1'-0' 1 '-0' -0 SUPPLY ?UW-KEY' AND 6EAW- WITt4 i ------ _ Cvi,.�,wc � MATERIAL $AMPI_E:1 Ba<ING USE ENTRANCE � TYPICAL E.I.F a �� n� 1 DES1 FOR T1418 PROJECT. FOR. SEA _ 7 5' - _ -- _� DESIGN REVIEW. SCALE 1 V20ml—O" 2. DEVELOPER 19 R E& ON8I DLE TO FUII N 18H � rW AN 6FC�'1ATION PP 4XET REGARDTH *TLWN-KEY' AND SEARS ING cirr GUIDELINES AND LOCAL RESTRICTIONS FOR -4 - EXTERIOR SN3NAraE. THE DEVELOPER 18 E FOR 5UBMIWION AND U lJU1�UV D U Lv/UU1� O P1ROC.EES8INNCs OF BOTH 15"ILOWs AND SITE --_- --- )TORE SIC�IAGE TO THE CITY, N SUCH A MANNER REFER TO 91`AR9 DESIGN �+' 4' i'-•• 7' v COLAA OOlV1Ii�AT1C7N1 AS TO MEET SEARS TYPICAL SICGFIAGE CRITERIA 644EET 05-5, — — — YVIT' ibENJAHIN MO!)RE PAINT — STANDARDS AND RgG2UIRET f1J:NTS. CETAIL FOR 'BACKING' u MAUVE COLOR '1115 PINK E IF.9. COPINGS I�.IFs 5_tV_)OTH ALL SIGNAGE Pt�_*"ALS TO BE :�.°� PER DETAIL D $KGNACsE �-FINISH 91"9TEM A FORIL'ANDED TO SEARS REPRESENTATfVE I PRIOR TO 6U6MI6810N TO CITY. UPON CITY COLOR TO MATCH 6381 BRIGHT _ X ID VAN DYKE COLOR 9I0I6 $EIC# E,IPA, COPING TO MATCH APPROVAL, SU15MITTED DRAWINCG8 AND MAIN P�UILDINt:a- WHITE 'DEIVJAMIN P'1�70RE -_ — - � -- —__=--_ _-_ ----_-__-- — } WHITE COLOR sial BR664T UA41TE COLOR 'BEKJ`MN 1.100RE' I I I APPMROVAL LETTER ARE TO 1".!E SENT TO SPLIT FACED BLOCK BY: - - - - -- -- ;, 'DEMACO' CONCRETE PRODUCTS - } 961 BRIGHT WHITE _ SEARS REPRESENTATIVE. DEVELOPER COLOR:"WOGAN TAN' „ __ .-. , I ~—��_- I I �PM�4CDWARM GRAY IS RESPONSIBLE TO OBTAN ANY 7n NIECE66ARY VARIANCES FUR SIaNACGE. --_�' } ' E.IFS. SMOOTH CONTROL • REFER TO DESIC�I CRITERIA_ +� FNIE1.�4 SYSTEM TO MATCH 8'-b • --- -- COLOR AMN MOORE' 3. CONCR£T'E BLOCK SUPPLIER, -71 J— T _. _. _._ X1'7 4S'l+a CLARK ROADl's PINK DELAZO' ETE P TE OCXICGNli:4Y '12) �:-- FURN TURF STORE by F ; .x - .�. S O 17:[ 1 L E.IF3. BU`1PED OUT SQUARES CJ. I SARASOTA, FLORIDA 34?33 bxb STEEL PC�9T MAX. '~�'T'TZ'"� II' 0 ---- - 9 1._0. ' �' _ AND GOLU"N REVEALS ARE ---_- -- P�IONE: (61: 1 ^�2j-2511 c --WRAF' W1 ALUM TO TO MATCH COLOR '1!SEKJAMIN CLADDING MATCH 3T'JREFRONT I:1 I '7::L TT_`I;`L`LT T =>;T'TI MOORE' 0381 BRIGHT WHITE, b` CONTACT. DOTTY R STODDARD PMS 04C WARM GRAY 17 �- - ❑ - ` �� ❑ U ' O - 0 IN 4. REFER TO SEARS 'TURN-KEY' FOR 6' C.aJdOPI' SETBACK AND 1 ..-_. r_ _ r r s r r r r ° r r r s -r`r-T.1•,_�_r.r._- - 1IiVDERSIDE OF CANOPY + E W-ORMATION RECGARUING PREFABRICATED TO MATCH COLOR '>3EN.1A1`11N COLD-RSB, MANUFACTURER AND FINISH. iA ELEVATION 5. REFER TO SEARS 7LWN-KE-r' FO}R r r r r r r )®r r r ® r r r r MC�OlQE' 'IDIS BEIGE. NFORMATION REGARDING PYLON, AND NOTE: INTERNALLY LIT PLASTIC SIGN WIMETAL ENG_OBURE. rkXASIENT SIGNAGE, ACTUAL SK�IAGE, r ,• r r r r r r r r �7'-�.��i;: � GOPiCIZETE OR E.IFb. C.OLUI"N9 _ MATC444 PANTLREVEALS TO COLOR 'BEMJAMIN - _ _ MMAYSVARYTIOK MATERIALS FORM TYPICAL INFORMATION LAYou INDICATED ON THIS SHEET. ACGJI=TIT STRIPES- SPLIT� r1001�' '1119 PINK * TOPER PREMAJItFACTUREDDR WINGS BY SEARS T FACED BLOCK BY 'DE'MACCY CANOPY FACE 4 COLUMNS REVEALS TO MAT-44COLOR TO 15E BUILT P i~1ANi!!'UffWs6 R D'-I' PROJECTED E.IFAS 9QUARE.9 BENJAMIN MOCK" gal 5FUG;4T b. DEVELOPER IS TO VERPJFY WITH SEARS �� P1�DlJGTS AND COLUR-N REVEALS ARE TO MATCH COLOR COLOR SHERIDAN PINK VIENJAMIN 1-IOORE' REFER TO DE61GN CRJTERIA FOR MORE TO MATCH 15MAMIN �� "R STOREFRONT W 41TE. ALL EXTERIOR SIGNAGE LOCATIONS, M�E °1119 PINK NFOR'1AT1�4. SOME OF WHICH MAY NOT BE INDICATED ' •981 BRKsHT WHITE. F W S� ON THESE DRAWINGS. � CONCRETE OR E.I.Fb. COL1Jf"11va � DEVELOPER IS RESPONSIBLE TO SUB1'11T PROPOSED SIGNAGE TO CITY FOR -b C TRACK WO' CHANNEL ��'�'LS I. LAIyDLORD 18 TO CONTACT SIGN SUPPLIER NDERSI H OF CANOPY CONCRETE COLUMNS ARE t0 BE APPROVAL DETERMINATIONS. NOTIFY SEARS f0 MATCH 'BENJAMIN FINISHED W/ E.IFA. FINISH COAT. OF FINAL DETERMINATIONS WITHIN b0 DAYS FOR SIGN REQUIREMENTS MOORE' �� OF SIGNING OF THE LEASE CONTRACT. UNIVERSAL UNLIMITED (JERRY CANAVAN 516-616-6400)OR ACME WILEY (JOwN ENIMNC_ E ELEVATION SCHEME A HATCH 108-364-22550) SCALE VOW—(r TYPICAL PYLON :�K�! SCALE V4'r?—O' 2. -0' '-0' - 3'-8' REFER TO 5lEARS DESIGN 7 FT I I _7 CRITERIA SHEET 5-6, �. Q�• �' o• W-s. QOL�A -^1.110N DETAIL FOR 'DACKAY.G' __� RYVIT' BETJAMrMOOR PANT REQUIRED FOR SIGNAGE 14 MAUVE COLOR Nns PINK E.IFB. COPINGS -- -- - -- 10 VAN DYKE COLOR WIS BEIGE PLAID VEW AS PER DETAIL E.IFS. SMOOTH WHITE COLOR: 0581 5Kr-4.4T WHITE E.IF.S_ COPING TO MATCH FIELD: ,COLOR TO MATCH 981 BRIGHT FINISH SYSTEM '--' -- SPLIT FACED d_OCK BY: WHITE VWWAMIN MOORE' i -_-,- + COLOR 'DEPUAi9M rK)ORE' 11111111 'DEMACO' CONGRETt. PR,'7DU-TS -� �- } 5501 BRIGHT WHITE _ COLOR: HOGAN TAN 8 -0. �' FINISH Sr$T�E11 TO MATCH - ---- - 1'-8' -- --- �C NTROL ---- ----- G11119COLPINK'PJE?NUAMN Q7' -0" 8' - 1 T --- — ---— —— -- — —— —— p c ^ - -Y--1_ E.IF B. DUMPED OUT SaIARE9 4 l --- —_.-'-- URNITURE STCQRE by =--bxF• S�icEL POST HAX._ -'"? AND COLUMN REVEALS ARE . � WRAP __"r . ._� "♦ MOORE' "901 BRIGHT WHITE. CJ. -- �-- ® t� r TO MATCH COLOR 'BENJAMIN �' L' T 'n 6' CANOPY SETBACK AND r i r r Av r r r r r r r r - -7--- LNDEIRSIDE OF CANOPY TO MATCH COLI�R 'BENJAMIN � �y r r r r r r r r r r r r r r MOORE' 'IDIS BEIGE. — �� r r r r r r r I r W2' CWETE OR l=-IF B. COLU"IN8 L r r r T Yk2 CHATAIEL REVEAL$ TO - --- - _-- __---_------�--- -- MATCH PAINT COLOR 'DEN,JAMIN ^/�'� ACCENT STRIPES- SPLIT CANOPY FACE 4 COLIrT"NS L Sim PINK �T FACED BLC'> by 'pEMACO' 0'-1' PROJECTED !_.IFS SQUARES ALU'1ftM STOREFRONT TO MATCH COLOR VOE�4LS O TMA CH COLOR v�'Wr CONCRETE PRODUCTS AND COLUMN REVEALS ARE 'BEWAMfN MOC?RE' 'BENJAMN MOORE' •961 BRIGHT TO HATCH 'DENJAI IM �1TE **REFER TO SEARS "DESKsN CRITERIA' _. COLOR 'BHERIDAN PINK' MOORE' 0 I BRIGHT WHITE. "1119 PINK �1---CONCRETE OR E.IFA. COLU"N8 PMW a� �T PACKET FOR ADDITIONAL REGAUIREMEINTB 0'-6' CANOPY SETBACK AND Wl2' CIA NfEL REVEALS. - AND ►hFORMAT,ON. UNDERSIDE OF CANOPY COLOR CONCRETE CO�LU'1NS ARE TO BE GRADE w TO MATCH 'BENJAMIN FINISHED W/ E.IPA, FINISH COAT. �� I MOORE' 51018 BEIGE. ELEVATION � ArctYtBCtS•Engr�eers-pbff rs ENTRANCE ELEVATK)N - SC iEME B * PREi•'IAI'4LFACTURED SIGN AND BASE WIT - W� S75W ITq Bard aw SCALE V8'�?-O' 810NAC�E DNFN3k')N:3_ � OR:g TASSIGNF.DLs GN PER A' ER. of w 'i" LOGO - P EFERI; TO DESIGN ..RT'ERIA FOR MORE � ?- ch�vab Construction O 'AT FAACES •AND TO DE RO►t1 4 HAAS �3� TURQUOISE PLEXI-GLASS NFORMATIOr1 W= U536�� * DEVELOPER IS RESPONSIBLE TO SUI!i$MIT } -� 83= O 'A FURNITURE ST *iE by' COLOR TO BE ROW, 4 HAAe 01320 WHITE FACES, PROPOSED SIGNAGE TO CITY- FOR WITH PMA. 62688 LAVENDER RETURNS. APPROVAL DETERMINAIILNS. NOTIFY SEARS � OF FINAL DETERMNATIONB WITHIN 60 DAYS W0. 07 DAT1E 3 'SEARS' LOGO COLOR TO BE ROHM 4 HAAS 01328 WHITE FACES, WITH PMA, OF SIGNING OF THE LEASE CONTRACT. ✓1686 LAVENDER INLINES 4 RETURNA NOTE: ENTIRE SIGN FACE 18 TO BE INTERNALLY LIT -- - --- ----- ---...--_-�_-- EQ 1 O 'MOMELFF' LO''a0 COLOR TO BE ROHM 4 v HAAS 01306 "URQ101$E. _-----___-- 9 \ ) "22281 IVIIOLET.''S COLOR O BE SAME CoLH LC#-S. O °SEARS' LOGO C. XOR TO BF ROIa"I 4 HAA,g PROTOTYPICAL 2281 VIOLET WITH LETTER fNLINES CUT OUT 50 THAT THE WHITE A FURNITURE STORE by ! � THROUGH. C) 3h3N FACE AND 2 REVEAL. TO IAF T AN@LUGENT WHITE PLEXKGLASB. a - STORE I~ROIV-r SIGNAGE _ _29 -e I 1 -46 � 2• COLOR BAND To it9E (ROI•#'1 , HAAS �2a1 VIOLtFT AND DETAILS UPPACFIC 94.0124 -4* 21''bs NOTE: ENTIRE 64" FACE IS TO 5E INTEFINALLY LIT. SUP pq- 11745 � -- — 0124 38 OF 38 SIGNAGE LETTER SIZES � _._•6 NOTA �'YPICAL L40NNLA AEW SIGN CP "r"Ir`' �'` R" - L-�. �I:\PROJEC-/\+1301.]\94PROTOS\N—ELE-94.0WG KT°A� SCALE: 1/4"x1'-O" RaATb I/R2;R99•t .100�I•' *31013 1 ° 1T� TAT 1�T� } .. .._. ♦, a ' s I I i THIS DOCUMENT I S LESS )��i I J1�Tr ( T�TT51 � 11��f�T11 11 Il> rl �l�j I �T111 11��1111 1 9 9 5 LEGIBLE THAN THIS NUTATION, 1 j� ' ZL I 1— Lel I I I _ ��/vlll_ AUGUST 30 1 L'1' IS DUE 'I'O THE QUALITY OF T No 36 PIIE ORIGINAI DOCUMENT. (�E 2,1111-1 9ZLZ 13111-1 ZZ f.� YaL iZ OIZ 1 9T L]T 9j9�lI �l I ZT IT9 9��1�� 1��11�►11��l�ll��lllll�lill�l�ll��illllil►��Ill�lil� ►►l�l�ll�l��llll�l�l!l��l��l�) (III►Ill►IIIIIIIlul�IUWlllll Lllllllll:�l►Illlll�lll� �I�� I� �III�N��