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11834 SW PACIFIC HIGHWAY-5 I I i + _. . . ._ .'..:�. 1 .X., ., ,.I. _...o.a. .. ,.:..-..� r .. ..J` k..,:..uc t:. IS$'... 'D • .. :It .'��u �`�.�. 7f.5�lba` vke!.z..� �Y�ILn4rc..w�x;�uyW�r�+�'�SGk..tt .,r.+�9::-.w�,sa:��d::.,1.,rwNw.,.f7, Cwlay`(��5:�..�tYY�+1� '•'� .Gabf d.e.e:. . t, ;.:..� •w11id '.... -- , ,..",w �r :r�'+k' _ I ! i NE "A -IW' E I "1 -1 W "Wy A, C I P' l ( .1/ rr 7�r 11 AR ,[_) () REGON , VICINITY MAP INDEX OF SHEETS � � OWNER : EQUIVA SERVICES/TEXACO °• ;, Y ;4 3800 NW �:)T. HELLENS RD. CS01 COVER SHEET A.03 FINISH PLAN AND SCHEDULE PORTLAND, OR 97296 -- ---- -- ----------- ---- ---- EX01 EXISTING CONDITIONS A.04 REFLECTED CEILING PLAN (503)225- 4223 I DP01 DEMOLITION PLAN A.05A. EXTERIOR ELEVATIONS - EXISTING CONDITIONS r � I V I L: SP01 SITE PLAN A.05B EXTERIOR ELEVATIONS � cITYOF W R G D E S I�:,N INC. 11°ARD ! r Approved........................ __...._.0 GP01 GRADING PLAN A 10450 SW NIMBUS AVE. �� _._.t .Q6 WALL SECTIONS Condittar/Ally A(yproved................ .--- PORTLAND, a� the work u deecrbed In: LOCATM UP01 UTILITY PLAN A.07 EXTERIOR DETAILSOR 97223 Foro,.., de *. ,in*�� i — PERMIT NO. _Ld.L.----Ltd f----;` (503)603. 9933 P P 01 PAVING PLAN A See Letter to: Follow_— ............... z t T . 08 NOT USED C'.;NTACT: MEL JONES Attach .-_ LP01 LANDSCAPE PLAN A.09 INTERIOR ELEVATIONS DT01 EROSION CONTROL DETAILS A. 10 INTERIOR DETAILS / PARTITION TYPES ARCHITECTURAL: By: DT02 DETAIL SHEET A. SPECIFICATIONS ROMMEL ARCHITECTURAL s 1200 N . W. FRONT SUITE 550 °' w. ° "" TM SUS- 260 TYPICAL DETAILS A, 21 SPECIFICATIONS PORTLAND, OR 91209 ! SUS-- 261 TYPICAL DETAILS A. 22 SPECIFICATIONS (503)227- 5844 -- R- FS- 2 EQUIPMENT SPECIFICATION LIST P- 1 PLUMBING FLOOR PLAN - DEMOLITION CONTACT: GARY ROMMEL R-FS- 4 FUEL SYSTEM RETROFIT DRAWINGS. P- 2 PLUMBING FLOOR PLAN ELECTRICAL: o E s I 4Zw' N 1 N C R-FS- 5 FUEL SYSTEM RETROFIT DRAWINGS. P - 3 DETAIL SHEET & RISER DIAGRAN,S MKE & ASSOCIATES SPECIFICATIONS 9900 SAN HALL BLVD. SUITE 11Q 10450 SW Nimbus Ave., Portland, Oregon 9722.3 R --FS- 10. 0 ELECTRICAL FUELING PANEL. P- 4 GENERAL SPE r,,IFICATIONS & DETAILS VICINI'T'Y MAP TIGARD, OR 97223 'a' 5031603-9933 FAX: 503 1603-9944 . -- NOT TO SCALE — S21 — 432.00 COVER SHEET P- 5 PLUMBING GENERAL_ INFORMATION (503)892- 1188 S21 - 432. 02 STRUCTURAL PLANS & DETAILS M - 1 HVAC FLOOR PLAN - DEMOLITION CONTACT: WILLIAM PARRY PLANNERS' s ENGINEERS • LANDSCAPE ARCHITECTS aSURVE-oRS S21 - 432.05 LIGHTING PROPOSAL_ M -- 2 MECHANICAL FLOOR PLAN MECHANICAL 1 OF 4 STRUCTURAL PLANS & DETAILS M - 3 GENERAL P IFI FLAY F. BECKER COMPANY ___d: 12/07/ �, BENCHMARK S EC C ATI N O S 118,za� 2 OF 4 STRUCTURAL PLANS & DETAILS M - 4 PLUMBING GENERAL INFORMATION 2345 N. ROS: AVE. bQ 000 10. MW �. A BRASS DISK ON i-HE PACIFIC yYW /99W) OVERPASS PORTLAND, OR 97227 ATE IRM OREGON OVER THE BEAVERTON TIGARD �iwY HWY 217) IN THE CURB 3 OF 4 STRUCTURAL PLANS & DETAILS E- 1 ELECTRICAL_ TITLE SHEET (503)288- 5341 . ��f�p4�C�`�l �l OR �F , , �� • AT THE SOUTHEAST CORNER OF THE STRUCTURE, 4 OF 4 STRUCTURAL PLANS & DETAILS E- 2 ELECTRICAL SITE PLAN CONTACT: DENNIS EASTMAN A�� TEL 603-22T-61844 ELEVATION 1947 ADJUSTED� 219.86 FEET 1 OF 6 SECTION M -- M E---3 DATA, PWR & COMM. CONDUIT ROUTING LEGAL: FAX EXPIRES 12--31-99_ Z OF 6 FRONT ELEVATIONS E- 4 PCWER FLOOR PLAN ACCLSSORS MAP N0. 2S 1 01 BB L 3 OF 6 RIGHT ELEVATIONS E-- 5 LIGHTING FLOOR PLAN TAX LOT: #301 .Mw to � 4 OF 6 SECTIONS E-- 6 W. A. BROWN DISPENSER MGR DETAILS NW 1 /4 NW 1 /4 SE(,-'/TI 1 5 OF 6 CONNECTION DETAILS E-- 7 W. A. BROWN WIRING DIAGRAMS T2S R1 W WM EQtJILC1N L.L.C .68 ACRES � 6 OF 6 FOUNDATION PLAN E- 8 DATA, F'WR, & COMM. CONDUIT ROUTING PACIFIC NORTHWEST REGION A.01A TITLE SHEET/ DEMOLITION PLAN E--- 9 W. A. BROWN DETAILS A.0113 FLOOR PLAN, LEGEND AND SCHEDULES E- 10 W. A. BROWN WIRING DEAGRAMS _-.__ -� 217` HPACIFIC ]EI1ifY.ff-'4 ME xtI�y9_oos2� - -- ---- MEC 2000-00004 A.02 EQUIPMENT PLAN ND SCHEDULE E- 11 LOW VOLTAGE DETAILS 11834 11834 SW PACIFIC 11WY TIGARD! OREGON A 1h DRAWN BY: ML J CNECKEO BY: M1,J APF ROAD BY: JAC f I V A&. Y M 1 � , n ... _.._....._...,.._ .. ....,.. ... ... n..._.. ... ._ ... :. . • w,nn,M..r_. . _•n w. _a.......a.w, ...r .._......., n.• ••rrrt. • . - ...., _ r ....« _ .., .. _ .. _ ..... _ _... _ - -. .. _._.�.._..._ .r .•r.. • -.. .,.. _ .... _, • .. Vii: r .. ,�-. '� � •...,...,.r{.:.� ,,... -_... r r n ..-_ w•.l�• - +f n v.. w+ SwIFJ•r1+tiM_+!_w.M-MV w.....»..�.-..w-.n.,Y.nrr. •+wl. • n ♦w'p114nM. •a+r nn.... ♦ ..aY+^,. ♦. _ y Y e•:e. .r. �- ..___. _:.M, w. _ ._l..''� . '/' 'QiY.. .i If this noticeappeal cle,,rer th,u1 the JVN 0 2 2000 cement, the document is of marginal gllalit.�. 41 tllle_'f�!! Illll�ll we" 'MADE i I I I I i;1� f• I !;! I f � VIII I I ' i i I � i!��II : ;!i! ! ' Ii l iji! I' Ii11 I) I! I t � �i � i I . . ' , I . i � 1 I!! ! '! �II I ! �;� 1 _. d. l ! MADE INCH INA — - a a at ;i t - _—Ti—`- ri Fi — W3i I II 11 II 1111 I I IIIiII illi 1111 iiiliil Illilii ii{i'I'i!' ii!il i'ii.! li' ii'!" t "I ' I' r (' ri' ! u I tttnl fililli.idililli'l- il Iltl11'.�I 1 ru ., r ell .11 ulrl Illnr 11 It Iln u•. y' i I 1 'ti• 'N'a I to 411111110 411100 - 201. 48' -vr-•— — — • i ��. NOTEZ5 . 14 C_l 40 15 01 EXISTING TEXACO BUILDING 104 Nt , t O EXISTING UNDERGROUND STORAGE TANKS ! ' 3 EXISTING CANOPY & FUELING ISLAND 11 EXISTING EXCRUDED CURB 1,3 " t C5) EXISTING CONCRETE CURB & SIDEWALK Itoo. x(16 t EXISTING TEXACO SIGN 6 0 3" RAISED CONCRETE CJRB O EXISTING PHONE BOOTH t S t 0 EXISTING WASTE OIL FILLER t ,Zt f (DO EXISTING HANDICAP RAMP 10 Q 11 EXISTING 1' RAISED CONCRETE ISLAND lrc- DUMP) i r C4 EXISTING 4' HIGH METAL WALL 13 EXISTING CONCRETE VAULT WITH OIL/FUEL FILLER. 14 GUARD RAIL LU1 S PARKING LOT ILLUMINATION t t 16 AIR/WATER STATION t t 17 EXISTING DRIVEWAY + 9 .� ! � I { t I i Z LU t t •.�I 17 r � s y' �• ,_` lam- t O • ♦ 4 ! N8 Q &/ i 11 ` t w i 4 � E S I G N 1 N C . r No w�" N 6 2'S 7'00"E � � ! mom �� 10450 SW Nimbus Ave., Portland, Oregon 972.23 151. 40 12 503 1603-9933 FAX: 503 1603--9944 . tr PLANNERS ■ ENGINEERS ■ LANDSCAPE ARCHITECTS a SURVEYORS UDdated: 121Q7 99 114 +S . W . PACIFIC YIGHJAY 99W */ 16.237 'LEGEND : _� --_ ---__ ,� ---- —��•�•. -- `��r a��• -�:—� - — HC)UNDP r T•ter �— —� ----r � � PORTLAND,NIEL OR TELEPHONE P 0 E OLE , r A/ EXISTING G!JA.RD RAIL -- - - TRAFFIC J—BOX PQa4a�Q�aOP TE 503-227_M" .�..__-- 1111011111111111 FAX �. EXPIRES 12--31 —'39 EXISTING CURB STOPS CONCRETE BOLLARD Ball Mp"N 011 GOOAte•NIA!raAea M W.• r ap r w EXISTING CURB _ _ .-_ _ __._ WATER METER , N rve ou�ac��Ac10 .�walr�1 ;1 Jiilpft No eearr m r N.M.i OL%A P. ANr a EXISTING BUILDING �._..-,. i SIGN POST \ AM 1"M P � \\ �r Allnt'ra11��levcla� cXISTING i'VATER EXISTING INLET � �~\ EQUrLON L.L.C . ' EXISTING GAS LINE !-LIMINAIR EXISTING POWER LINE MONITORING WELL PACIFIC NORTHWEST REGION ' EXISTING TELE LINE FIRE HYDRANT SCA M ((� par �] ( n GRA C � 0VMJ@ � �b°`JM � U SAW CUT LINE - - - - -- - - - -- FUEL FILLER ��---s 10 - 2 •� ry HWY 99W 1 Bl1P 1999-00526 TRAFFIC SIGNAL BOX ( lld Fff T ) 1 / �6 1 7 I� ! MEC 2000-UU004 11834 �Y► PACIFIC HAY. TIGARD, OREGON _ 11834 sw Pnclrlc 1 r��ti• GQ S ME fER � _ J inch - JOft. DR44N EkY: MU Date 1� -.-._. PCi 2 of 62 CNECKED 8Y: M1,J d",OVED BYE J,4C: Shee No.• If this notice appears clearer 111:111 IIIc JUN Q 2 2000 doctimenl. Ihc, docnnlenl is of 111a1-l;inal wlalil!• 11111 ,01 11111ed ! �i� !�! {II ! '! I !! � i !i !III! i !i��llllli�� ("�rll�i�! {'i1111i{I�!�i;iiijl 'i i�l�!ji��,i ! I�Ij ,l (ij�;ij!• ijlj :Il�ilij! iii{l;i�ijl� ;lL�Ijliiii�ljill;! I I�I�Ili11jlji Iji ;!i!ijllli'! , � ` INCH ( MAr1E IN CHINA I I I I I 1111 III' Ili III iill ii (III iii,iill 11 !i i iil 'I it ilri r Iii I Iliil uni I i I,fi i'i, I ,ii,! iintl ti n 1 1 •t' ttttnl t tmin I n l i IIIIIIIt Iter n,Int ut t rn rr.' " IIIIIIIII�IIII,lIII�lI!III,II II.,,,IlI{II.„1!!I{!.. .,, !{ .11..l.. ,I 1.,....,,!l1,.,.,1,11. ..I.l.,!l.,..11l.i, ,!!,l:, .III.. ..!{u1.!.11,...i1,1..111 ,ri•.,. ,•• ,It, t r . 1, .hll.:nut:111 l,11I1:�, Ill,,: .�tl1,11,,,. .,l,I ,,, ,n,�,. :.,Ilr,t„ !„I,,,,111,,,1,11Illl:!,,,1111• 4 I, I,11 S62°5 7'00"W - _ � F a� _ �� ` ��* _-_�•�' �� am anr� r r.r 4MMMO•i� r W. Imm r o I- I . � rA• �r � � t�rntr� "I � �t� r amqw�� 4w �� OR r� � � I 2t,% � � �.. •-\' , t' •w _I � IIII (,� .^ ' - , j � ��#,• IIII 1 4111 DEMOLITION GENERAL NOTES . 1 CREMAIN. REBID MEE t1NG TO FAMILIARIZE H1AS NTH DEMOLITION. GRADING, EC. AND IMPROVEMENTS TO x - --___—__ _ x __-_ -�=x --�-- ------ x ----- _-- _.-. x _------� ' �•� j THAT ALTOCONI ":S NTH THE RESPONSIBLE 7N OF THE PROJECT. CONTRACTOR SHALL CONTACT ENGINEER 2 CONTRACTOR SHALL HE RESPONSIBLt TO REMOVE ANY AND ALL I11:M5 NOT OTHERWISE LISTED HEREIN I I + IMMEDIATELY TO DETERMINE ANY ITEMS NOT SHOWN ON THE PLANS ANS THAT MUST BE REMOVED. - y c F r ! I ! FAILURE REQREDTO DO SO DOES NOT RELIEVE CONTRACTOR OF RESPONSIBILITY AND COST FOR REMOVING ITEMS A. / 3 CONTRACTOR IS RESPONSIBLE FOR REVIEWING (IF APPLICABLE) ALt. KNOWN ENVIRONMENTAL INVESTIGATION � 'l 0 / �r<' S71JUIES AND REPORTS PRIOR TO BIDDING. REPORTS ARE INCLUDED IN PROJECT SPECIFICATIONS + c� \ 14 �, CONTAMINATION IF ANY. CONTRACTOR TO COORDINATE WITH ENVIRONMENTAL ENGINEER ON EXACT 14 + I i AREAS OF CON'AMNAIION, IF ANY.00 p 0 15 4 CONTRACTOR TO DISPOSE OF ALL DEBRIS AND EXCESS MATERIAL ACCORDING TO LOCAL REQUIREMENTS. of I ,1 �. 5 LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE ANO CONTRACTOR IS TO VERIFY ( ISI Jv � ` ` CONNECTION POINTS W TH EXISTING UTILITIES CONTRACTOR IS RESPONSIBLF FOR ANY DAMAGE CAUSED TO EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. p;l 6 CONTRACTOR WILL REMOVE AND PROPERLY DISPOVOF ALL PLANIS, TREES, AND VEGETATION EXCEPT AS NOTED. II 7 PRIOR TO START OF CONSTRUCTION , CONTRACTOR IS TO NOTIFY UTILITY COMPANIES TO FIELD LOCATE 1.3 EXISTING UTILITIES IN THE AREA. 'll 8 DEMOLITION CONTRACTOR TO SUBMIT TRUCK ROUTE, SCHEDULE OF DEMOLITION, TRAFFIC CONTROL PLAN, ;II 110`/ 16 METHOD OF DEMOLITION, ANO DUST AND NOISE CONTROL MEASURES, AS REQUIRED, TO OBTAIN �� -+- - — — -- -- - -- — -- — -- — -- - — - — — — -- — — �►'1 — — — — -- ' EXCAVATION PERMIT. ,I 9 CONTRACTOR TO REMOVE ALL EXISTING CONCRETE SLABS, WALLS, FLOORS, AND FOOTINGS, IN THEIR �{ ENTIRETY. x I II {� 5 10 ALL DEMOLISHED ASPHALTIC CONCRETE AND PORTLAND CEMENT CONCRETE MAY BE USED p 'I I EXISTING BLDG TO REMAIN. II �� + ' FOR STRUCTURAL FILL OR BASE SUBJECT TO APPROVAL 131' THE ENGINEER. I �� 4 - 11 CONTRACTOR TO INSTALL SECURITY FENCE SURROUNDING PROPERTY DURING DEMOUTION W(X1K. j I 1 J O 12 THE CONTRACTOR SHALL TAKE EFFECTIVE ACTION TO PREVENT THE FORMATION OF ANY AIRBORNE DUST {4 � I I NUISANCE AND SHALL BERESPONSIBLE FOR ANY DAMAGE RESULTING FROM FAILURE TO FOLLOW CITY 0 �1GUIDELINES. Jill; °II CLr) 13 EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE 19 ` 1 II `^ LOCATION, BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF' PLANS, LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE 15 ;RADE AS TO THE ACCURACY OR COMPI-ETENESS OF THE INFORMATION SHOWN, THE CONTcI!;,ti TOR '.:,HALL REMOVE ALL {I �' ABANDONED EXISTING UTILITIES ON THE SITE, THIS SHALL INCLUDE ALL EXISTING CATCH BASINS, 1 14 ( II MANHOLES, STORM PIPE, WATER PIPE, GAS PIPE, SANITARY PIPE, AND CONDUITS THAT ARE NOT I `21 c- -- _ - — - — - z �f-._.� �,_—-x-1 II r REQUIRED TO SERVE THIS PROJECT OR THE ADJOINING BUSINESS. ALL SANITARY AND STORM LINES TO x t' II II BE ABANDONED OR REMOVED SHAD. BE DONE AT IIHE MAIN LINE, INSPECTION OF THE EXISTING t Il — _ s _ r _ II =1 19 Uj SANITARY AND STORM SHALL BE PROVIDED BY THE CONTRACTOR. CONTRACTOR SHALL --_- —�� COORDINATE NTH UTILITY COMPANIES UPON THE REMOVAL OF UTILITIES IN ADVANCE OF DEMOLITION I 0 — — _ — // r 0CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE / AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING f \ f SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S FAILURE TO VERIFY li I i — EXISTING AC -- EXISTING AC LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE TO 8E REMOVED 26 TO BE REMOVED ---� BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. ALL EXISTING SANITARY AND i STORM PTFE NOT BEING USED AS A PART OF THIS PROJECT SHALL BE ABANDONED AT THE MAINLINE OR AT THE NIANHOLE. r ' 14 ALL EXISTING REMAINING UTILITIES AND REMAINING IMPROVEMENIr, IN PU6LIC RIGHT OF WAY' THAT 2 f `• 1 f BECOME DAMAGED DUP,I G CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF r THE LOCAL AGENCY ENGINEER. AT THE CONTRACTOR'S SOLE EXPENSE. IT SHALL BE THE RESPONSIBILITY I ® 18 OF THE CONTRACTOR TO DOCUMENT PRIOR DAMAGES. 15 CONTRACTOR SHALL C00RDINt..E W/ADJACENT PROPERTIES TO RETAIN ACCESS TO THEIR PROPERTY LU16 REMOVE EXISTING VEGETATION AND SCRAPE TO DEPTH SPECIFIED IN GEOTECHNICAL- REPORT. / 17 EXISTING OIL/STORAGE TANKS TO BE REMOVED SHAD_ BE DISPOSED OF IN COMPLIANCE WITH DEQ �\ 2 REQUIREMENTS. ALL REQUIRED TESTING AND REPORTING SHALL BE THE CONTRACTORS RESPONSIBIL'TY. I ! 9 17 ' GALL BEFORE YOU DIG �; 18 EXISTING UNDERGROUND I OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON 3 FUEL TANI TO REMAIN UTILITY NOT;FICATION CE"'TER. SAID RULES ARE SET FORTH IN OAR 952- j 8 2 (PROlECT1 D IN PLACE) 3 �f'� 001 -010 THRU OAR 952-001 --0080. COPir"- OF THE RULES MAY BE OBTAINED FROM THE CENTER BY CALLING (503) 232-1987. IF YOU HAVE / 1 14 \� QUESTIONS ABOUT THE RULES, CONTACT THE CENTER. � � (DAMAGE TO UTILITIES SHALL BE CORRECTED Ai THE PERMIT HOLDER'S EXPENSE.) ♦ a� j i 21 0 I 4 1 ) D E S I � N 1 N C t ho -~ N62— 7'00"E 107 15 40 10450 SW Nimbus Ave. , Portland, Oregon 9-,7223 5031603-9933 FAX: 503 1 -003-9944 PLANNERS ■ ENGINEERS ■ LANDSCAPE ARCHITECTS ■ SURVEYORS Wdatemd: 12 799 �S��NC FNS . W . PACIFIC HIGHWAY 99W - - 16.237 RW LEGEND : - - OTES : 4�� ' K�. '- -sa _ _- - - - - -- ao�a�� w OREGON �nkA OR HOUNDRY w� -� -� ��--- TELEPHONE POLE Qp�iG�p I��I � G� 972M vF�� 1,, 4q'� EXISTING GUARD PAIL - TRAFFIC J-BOX �1 EXISTING TEXACO BUILDING TO BE REMODELED 11 REMOVE CONCRETE ISLAND & RV DUMP 21 REMOVE EXISTING CONCRETE BOLLARD. ° /,a��a[�p��pp la. &03•217.51M a. '� REPLACE EXISTING SUMPS WITH LIQUID TIGHT UNITS. �, FAX �-ZU- EXPIRES 12--3'I -�99 1 EXISTING CURB STOPS r— -; CONCRETE BOLLARD O REMOVE TANK SLAB AND PROTECT MONITORING WELLS, �:.J REMOVE 4' HIGH METAL WALL 22 EXISTING UNDERGROUND LINE= PROTECT IN PLACE �,.��"�m 1ltp11�lAO0 » FUEL FILLERS AND STORAGE TANKS IN PLACE. ww��nmoww INcoarpleosrne r ► crr Mold EXISTING CURB WATER METER fy r\13 REMOVE HEATING OIL TANK. fwIDP&1 a �N„�ro 23 EXISTING UNDERGROUND POWER LINE ' Y �` � i (� REMOVE EXISTING FUEL ISLANDS AND CANOPY TO DE REMOVED. MOW w oar rr i Howl `' M aa' &SAWaaY �uwEXISTING BUILDING SIGN POST 14REMOVE GUARD RAIL_ EXISTING TREES TU BE PROTECTED IN PLACE. TRIw- , EXISTING WATER (�1O REMOVE EXTRUDED CURB 15 REMOVE ILLUMINATION INCLUDING + EXISTING INLE: i L t O REMOVE EXISTING CURB & SIDEWALK DISCONNECTION AND REMOVAL OF POWER 25 EXISTING VENT PIPE/CONDUIT BANK TO BE EVILON I.Ajece EXISTING GAS LINE LUMINAIR PROTECTED IN PLACE. 16 REMOVE AIR/WATER STATION 6� EXISTING TEXACO SIGN (PROTECT IN PLACE) 26 EXISTING WATER LINE TO BE REMOVED. PACIFIC NORTHWEST REGION EXISTING POWER LINE MONITORING WELT_ r`-' 17 EXISTING DRIVEWAY TO BE MODIFIED � EXISTING TELE LINE FIRE HYDRANT REMOVE EXISTING 3" CONC. PAL) SEE SITE PLAN. - --- ---`-- If�� I��•l�'7I 1[x)1 fD - 8 REMOVE EXISTING r'HONE BOOTH 1...� 19 IN 0 [_9 Ill W 18 REMOVE EXISTING CONC. SLAB. SAW CUT LINE - — — — _ _ __ _ _ FUEL FILLER �!;' ___ ---- --- ------.-__-- 1 / tir Ilr l 9 3�Y �9) REMOVE EXISTING CONC. SLAB 19 EXISTING CURES STOPS TO BE REMOVED. 11834 1� PACIFIC HWY. } CHAIN LINK CONST- I�TION FENCE — o TRAFFIC SIGNAL BOX oIo I3ur' Il)��I-r►osu' to REMOVE_ EXISTING HANDICAP RAMP TIGARD OREGON Mll20„0-00004 EXISTING PHONE BOOTH [fi .;�1 (J 20 EXISTING MONITORING WELLS TO BE --------.--. ------ ---_------- 11834 SW 1'ACII'I(' IIWY i GAS METER PROTECTED IN PLACE ANL RAISED TO DF24u�1 BY: A11..,1 Date: MATCH GRADE. CHECKED BY: mi — 3 of 62 a�aoVED laY• qac Shoe# If Illi notice ilppe;1l e cli'm cr 11ian the JUN 0 1 2000 dec'ument, the document is of nlilr9111ill yualil! 1111�. 1OI11111L'll T>1r11 I'I '!Illjllli► I ' illl 1��11 ! I I 'lllllllll' rl! i i ! � I�r r l l r r l r ' 111 li � Iii l 1 1 :11! 1 1 1 1 1 { l�� I'l 1 1 I t l l l i � 1 i ► 1 1 I m., INCH I MAOE IN CkIRA 13 i ! — , - — - - -- - II i 111 I will Ill II Ilii I iil I.. I I. ,�,1 ,.I. t,... �' tt L r I. ,Z, -`� t I � { I j I 11 Illi l I;i i li li Ilir iur Irnr) Iii Our' tn,i' 1 !r i H lfil 11nt11 n!.n t tl 'l t !In 1 tttrlt It Ertl t ttllll11 Int nt nn ru nt t n n r tr 1 f IIIIIIIIIIlllirl�lll,"rII..l�,,,r„lIIII(!,„11„1,,. .,,111,,,1 !I!!.,„11,,,....lIl.l..I.,I}!I, .I., !I,,.. .I}{I,..IlI}I.. ..Ill., ..III}I.l,.Ilt..IIII..IIIIIulII... .,,fll. .,.II!l.III..11ll{I};millll{rllrrr••,I!rl1„ufrlll. Itluurltnn,rr,llr„I'rtlltl,nt,l,l„ .- I i 1 201. 48 r E Y I s T I N G r L A N D S C A P E 12 W1- 103 r 4 Q) LANDSCAPE � - N 0 T ES : 00 0 6 L A N D SC A P E Q 2 �. 1 EXISTING TEXACO SIGN I Ell C\1 �c - --- _____--__ �___ __ _ 1 0 INSTALL STANDARD CURB AND SIDEWALK SEE DETAIL SHEET OT01 ! 2 O INSTALL REINFORCED CURB 1' (TYP) INSTALL COMMERCIAL. DRIVEWAY APRCN SEE DETAIL SHEET DT02 I 15 TRA SH10' 10' ' S� HANDICAP PARKING SYMBOL. SEE DETAIL Sr;EVT DT02. —;8.08' 1 NCLOSURE /� i g 5' 16 1 O HANDICAP SIGN AND STRIPING. SEE DETAIL SHEET DT02 12' 40 ' 7 INSTALL 8" CONCRETE SLAB OVER EXISTING TANK FARM. I �—"- -- ,A. O SEE PAVING PLAN SHEET PP01. -1 / 12� { 1 63--- R_3, 5 G J �/ 0 INSTALL TRASH ENCLOSURE. SEE DE l-AIL SHEET SUS-261 8 ! 1 9 IN STALL NEW 4 BONE CANOPY, PUMP ISLAN AND PUMPS. j c r O SEE SHEET S21-432.00 ! 15 Q C> O 10 PA TIU SCORING. SEE ARCHITECTURAL j I Cj 00 11 INSTALL ALTERNATE HANDICAP RAMP. SEE DETAIL. SHEET SUS-21550 �'� 1 ' 111 ,754 SF. �� I 12 INSTALL RETAINING WALL SEE DETAIL SHEET DT02. 1 . y PICNIC TABLE. SEE ARr' ' TECTURAL FOR DETAILS. j u a) 14 PROPOSED CONCRETE SIDEWALK SEE OFF SITE PLANS. 6.5' CURB CUTS FOR DRAINAGE. SEE DETAIL SHEET DT02. �._�"' 1"`�•'•-.--- _-^ 1 U. 30' r � SIDEWALK A - N T I 16 E SEME 1 2 EXISTING BUILDING �� 1 IR=,3' - TO BE REMODELED _� -�,�-- _ lcr 17 END STANDARD CURB AND BEGIN REIN ORCED. ;x.35 - -__ 40' __ i - - 2 - 3 ClowGENERAL NOTES : STANDAR SEE OFF-SITE PLANS FOR SIDEWALK IMPROVEMENTS PAkKING SIA/ ) • �,, i' • • • • " ' O O ALONG S.W. PACIFIC HWY (99W) �� —7 • r j ''. r • ,fir ,, .. �!' �„ p • 1 `w ■ ■ 1 R-3I •� _ 1 if 6 'L - -.1 0 1 - I I i3c • i i • L A N D S C A P E ,� •� • ` r ` j s. '' ,• . , �• r 17 - R=3 3 r \� of ( 1 1 Cly ` • 19.35' , R_ 3.35'_ R=a, r R=3'- ` - _ -__-��, D E S 1 G N i N C ` '' \ 14) "'"� - �— N62057'OU"E 5 3 L A N D C A P 151 40 10450 SW Nimbus Ave., Portland, Oregon 97223 104 503 j 603--- 9933 FAX: 503 ( F03--9944 j I \�� PI_/%NNERS • ENGINEERS a LANDSCAPE ARCHITECTS • SURVEYORS S . W . PACIFIC HIGHWAY ( 99W ) 16,237 4 b�ryrnr� nn 1200 NW. FRONT �,--- n UINIQC1LS "nM, OR OREGON LEGEND BOUNDARY — - — _�.__ PQp4a `W [�D� A. T& 60 '227-6944 PROPOSED CURB STOPS FAX 603"227-M EXPIRES 12-31--99 i t W!�1 kX*wz N Im„ � P01111w U 01'1lINy p �» Q� PROPOSED CURB ►** �r �t�� w�{ o, w \ SIM? Am 1NAT IIIA 01101 .w f�!>IN�IM�iT CN PROPOSED REINFORCED CURB -�-------� Ly AMIp*p®111711101010 Ma EXISTING BUILDING \ �� PROPOSED 40OW SMT 16' LIGHT POLE EQUILON L. L.C. SEE DETAIL SHEET SUS-261 � PACIFIC NORTHWEST REGION' ! PROPOSED ROCK WALL PROPOSED CURB AND -)IDEWALK - GRA<�NIC SG,A!_F i � V f IP L 4 `n NONE _ IJ � o ,o --------- .-_____-__— 217 H�iT 99W - (5211 PROPOSED SIDEWALK. ---� � IN FEET 11834 P, PACIFIC HWY. BUP In)) of MCC 2000-000041 inch 11934 sw rnclrlc IIWI' -- TIQA I3, OREGON 10ft. DRA N BY: - MLJM J 0M PG of • -- _ AFT'RovEO BY: JACShot if this 11otice ;Ippears clearer 111:111 111e JUN 0 Z 2000 document, the document is of mm011a1 quali"N- ]tlll'f1�� 1lltll'(i I '!Itl ! II; ! ' ll► ! ! I I III j�-� ! { ! rill j ! ! ► ! I i it ill{ !I ! <<I I � { { � � t { 4 _1 ; jijIIfi�M� I MAGE IN INA - - - - ' _ !._�� 1 lI 17 I 1 i i1 —�__ _ t�_ '_ �� PI 1 ' 4'a I i 11111111 1 I II liitl ill III11 !iilllillilii i i' iilil ii'Iill i ''Till ' ! I '!' a II 'It'1'I' ""It trillnl II tlullln 1111 nulnllltut ntlul nl nl 1 lir t i Jill lJill, ll,!!IIIIJlIIII1111, ., Ijll.l,ll,,jl. ..Illj,,,i !i!!• I..•• l,II „I!i•,I!,,. ,I,.I,. !1,11.,...!11!1. i1wohll! lilill!In!I►I,!!t,!lII,,.,•Ittl,.,.„jlll..tl.•j li� ! I, Ij,, .•I jl., 1,11!., Ih�l„ .III�.,j I,11h11,;,l,lt I I .�rR � r �yP•,. I .__-..... T --r- . _ % _ S62•57'00"W �--I"M -we �� ow IND �! •�Ir gmnw � � � wr��r 4w 4w �nw• an � A ! awww� r , wT� w� .wr �� ` � 1�1 201. 48 .. .. ...I.... .. .._sl�■�.....�.. �.,�.�.,�,,. ,, ,�, - �-+-- X -- ---s► X - _ O�T - --- - + 1 1 CONTRACTOR SHALL REMOVE ALL TREES (MARKED), SHRUBS, RUBBISH, AND 6.i -MADE STRUCTURES INCLUDING, BUT I 214 02 214.00 TW 1 NOT LIMITED TO, CONCRETE SLABS, SPIGOTS, WALLS, VAULTS, FOOTINGS, ASPHALTIC PAVED SURFACES, GRAVELED AREAS, SHEDS OR OTHER FREE-STANDING BUILDINGS CONSTRUCTED OF WOOD, CONCRETE. METAL. ETC., BUILDING FOUNDATIONS, / r--- -� 2 1 '213.89 a FENCES, RAILING, MACHINERY, ETC. FROM THE ENTIRE SITE. THE ITEMS LISTED ABOVE SHALL BE DISPOSED OF OFF-SITE. v Q `• J �'�-- -�_ + `• I IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VISIT THE SITE AND CONFIRM THE NUMBER OF ITEMS TO BE REMOVED. ' � / ...---�� 21_4.00 1 W \ �. � ALL BURIED STRUCTURES (I.E. LEACH LINES, DRAIN TILE, PIPES. SEPTIC TANKS) NOT DESIGNATED TO REMAIN ON THE SITE, � 2�3 113.46 14.32 212.50 BW 214.42 �� \14.0 SHALL BE REMOVED AND THE RESULTING EXCAVATIONS SEALI. BE PROPERLY BACKFILLED AND COMPACTED PRIOR' TO ANY _-_ - �Ih- � ' _ _ _ 214 1 GRADING OR FILLING OPERATIONS. THIS IS TO INCLUDE STUMPS AND ROOTF3ALl.5 OF TREES TO BE REMOVED FROM THE SITE. ("N � �- - -- --------- -- --- - 3. ALL UNSUITABLE MATERIAL (SOIL & VEGETATION) REMOVED DURING THE CLEARING AND GRUBBING OPERATIONS SHALL BE 1 .'92 X13.20 I 214 14 1 21 x.14 I '14.10_ TG 1 REMOVED BY THE CONTRACTOR AND DISPOSED OF OFF-SITE IN A SUITABLE LOCATION APPROVED BY THE ENGINEER. i 213 01 - 4. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 157.571 INCLUDING NOTIFICATION OF ALL OWNERS OF UNDERGROUND FACILITIFS AT LEAST 49 BUSINESS HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE i 214.37 214.19 ; \,214.19 214.47,� 1 COMMENCING EXCAVATION. ON CALL NUMBER IS 246-6699. - - ---- -- 213.83 213.57 r, 12.93 TW 5. ALL EXCESS MATERIAL (SUITABLE OR UNSUITABLE) NOT UTILIZED ON- SI TE SHALL BE REMOVED BY THE CONTRACTOR AT ( 'gW 1 THE CONTRACTORS EXPENSE. 1 __02 / 214.47_ 214.47 214.4_7 214.471, 22 `f `�_f,1 1 6. TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED AT ALL TIMES. COORDINATE ALL TREE REMOVAL W11N THE OWNER. EXISTING FENCES AND OR LANDSCAPING OUTSIDE THE PROJECT LIMITS DISTURBED OR REMOVED DURING CONSTRUCTION SHALL < 1 2. 0 TW - BE REPAIRED OR REPLACED IN-KIND. CONTRACTOR SHALL COORDINATE WITH INDIVIDUAL PROPERTY OWNERS. � - ==-�_�_ �' 213.05 �\ 8. OWNER/ENGINEER SHALL PROVIDE TESTING FOR ALL FILL PLACED IN EXCESS OF 1 FOOT IN DEPTH CONTRACTOR SHALL BE 213.09 \ BE RESPOSIBLE FOR REQUESTING TESTING AS REQUIRED '_12 30 x`212 a I I + 1 9 ALL SPOT ELEVATIONS ARE TO FINISHED GRADE Jit 1 i UNLESS OTHERWISE NOTED. 2 2.8 / C) 10. ISLAND ELEVATIONS; CHECK STANDARD DRAWING SUS-260 FOR 6" REVEAL. -_--{�00 0 G 17 TW 9.00 BW 1 211.67 1 ( 1 ) PROTECT TREES IN PLACE {L ,, .Z, \ ~� 11 TW + 2 MONITORING WELLS TO BE ADJUSTED TO MATCH GRADE. 211.16 Z_ O i I 13.83 / 209.0 BW 213.83 1 213.83 I 213.83 213.F3� 213.2 \�Q6.9402 - 213.60 -- 21-0-.19 j 1 � 1 213.58 ® s� • ' 'ti 1. *. .. + , - er •. .� 7 r ) t \ tI 11 21_ 45 �.14• • • .� . f y• •• w ° a ��': �. . 't•' y • +• �_ LLJ I r •' •v, • , -A lob A I i I Fx 1,-)T 110 cc11 X1'7,45 M' y• •• ,• •ri •••�'•'•, ' '••�' •`•` • • j•+ , w .•�• . ', ' �, ` � • 1 ''` •• • , • �' ! w'. • w +' •' �jl 110 1 7 1 2 213.03 w •. I •� - 1 212.85 / / I i 210.60 213.39 2 I - - -_- _ ---- - _ S �7tr211.14 11,212.9 t,3 � 212.71 � 1 213.11 / 1 D E S I G N 1 N C 6 2'5 7'00"E /! I . . "' " �' "' "' _"'_ '" " •""""' _ "_'_'_ - _ '_ "" �'�." - '* '_'�' - _' "'�'�' - " �...' _' " '_""o _' " 'o'_ "" "' ` 10450 adv Nimbus Ave., Cortland, Oregon 97223 , _ . 2 TC 51. 40 213.x2 ec 131 .T \•� V 503 1603--9933 FAX: 503 1603--9944 213.00 8C\ -- MATCH EXISTING _ PLANNERS • ENGINEERS • LANDSCAPE ARCHITECTS • SURVEYORS SEE OFF--SITE PLANS �� PROF Updatemd: __ -_121Q7� ��5� �ssSo Wo P ,AI, CIFIC HIGHWAY 99W - 18.237 �7 a�ryry��f�Vy17rr��nn X00 KW. � _ W O WI WI l4 L � OR OREGON r QEND-: n @ N 0 V 15,(�'�F U 0 ax gm EXISTING R-0-W --•-•• - - -�•- 5' CONTOUR _210---� a5�i Qp'� a0p TH. 603-727-56411 A. FAX 5.�_� EXPIRES 12-31-99 SIDEWALK EASEMENT 1' CONTOUR 212--- t►� �p app 5 WN�=N !'1711 WOO11111� /Md n N I EXISTING GUARD RAIL SPOT ELEVATIONS /``" ` ` 0Mua °�� A"p"t INIMM"At TOP OF CURB % �""Ala niloo R L NN � w� 9A64 ras EXISTING CURB STOPS 1 .50 B� LYAU* '�°� Rf TIN'=W. SPOT ELEVATIONS lEXISTING CURB BOTTOM OF CURB EQUILON L.L.C. EXITING BUILDING PACIFIC NORT"EST REGION EROSION CONTROL FENCE --�--- x '------- CALL BEFORE YOU DIS SPOT tLE`:HTIONS AC. /�,213' GRAPE-'!C SCIILE OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON INLET (dim UTILITY NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952- >o ---5 0 001-010 THRU OAR 952-001-0080. COPIES OF THE RULES MAY BE 10 21 i W 99W 14111) 1999-00526 INLET PROTECTION ® OBTAINFO FROM THE CENTER of CALLING (503) 232--1987. IF YOU HAVE ( <N FEET 11834 PACIFIC HWY, MIa(' 21o0_00004 { ousriONS ABOUT THE RULES, CONTACT THE CENTER. TIGARD, OREGON 11834 SW IAA ICI I W'r' ROCK WALL _ I c� (DAMAGE TO UTILITIES ;HALL BE CORRECTED AT THE PERMIT HOLDER'S EXPENSE.) 1 inch �- 10ff. --' CN CK BY: 1'1U Date: 07�' ra s cif 62 Lj BY- C. T ri.-. 1�..1. r ,r, i"1,1' r.i ,F..-.d;. .:"F;:-.. ,..•d:414k"$P• .r�. .. .,. .. : .. .. _„ . ,... .. .... .,. - «. _ If this notice appears clearer than cell. JUN 0 2 2000 document, the dortlment is of marginal (walill. 1111cr( li!lned 1 1 1 1 I' 111111i III ' ! I i I I I I IIl 1 1 1 1 i I ! , : { 1 c Ili f i I ( ! I 'I I I'I'I 1 I I I' I'I lil I11III 11 '1l11iI lil � 11 lill �! IIIII ' 1 11 11 ' , ;i l , illl lilr � i I it I i`I !ILII 111 :lfi�lll±i ! ! i 11 INCH MA CH I I l I I I DE IN INA 1 1 elu f- _1' 9 1 u I:- -'"TT lr --��- i fI"- � � 3 �i IIT- 1 n 1 11 r1 i 1 i i Tri) r I I Ill I ILII 11 ! Iliillll Ii{II I{Ii iillri I {Tri i i111'{ it ii,ri i, liilllir„If,r n ri Iif f ii1i11' ii1 nll Til Ul 11 n .I '!. {' 41+1 I n 1 111 1 11 r 1 1 111 1 1 iIn 1 II 111111 11:11, s °�' Lll II{II I Ilrlll ,.III I.,,, ,1111 III! I!!I I Ili! ! 4 ! li! !I i I.i.,il, .I, .till, 1iillii!! .i.liillllifil ,Il, •III ,II II•rl Ii1i,,:,;,11,11 •„•,.,,rll I, I „ , „ u ,r,. .... ...... . .. . ,. , ..,.., .! lull!.{I {•11 ,111 , rr,,,ur nrnnrr Ir, 1 „ 1111 j tt �. -.S62'S 7'00"W y ---IM-IM 40W A so 4w SOP 4100, commommom� qw ONE somm� 4w qw I UID yr 40000 � 111th a �t t r t I � t t �t�l� t� �• �� .� tt� i�w r �� r• v ��• Ult� i..�� . 201 . 48 ! I ) ,1 �• 1 I NOTES : 00 01 40OW LIGHTING; SEE SHEET SUS-260 FOR DETAIL cN AND SEE ELECTRICAL. FOR POWER. (6 TOTAL) �I c— / /, ----.--._-___- -----._ _. -------------------.___--�— ---.___,_-- , C2) AIR/WATER STATION SEE ELECTRICAL FOR POWER. i / 1/2- WATER SERVICE FOR AIR/WATER STATION. O DROP INLET. SEE DETAIL SHEET SUS-260. • 1 CONTRACTOR TO EXPOSE AND VERIFY EXISTING DOMESTIC WATER SERVICE. INSTALL TEE TO MATCH EXISTING SIZE AND NOTE. +►• �� ! I 6 THREE 4" PVC POWER CONDUIT. 7� 1 112- WATER SERVICE TO BUILDING. I • O rJ I O --� N : GENERAL � TE S SLI 1. CONTRACTOR TO VERIFY THE LOCATION AND SIZE OF ALL UTILITIES 1 1 �_—�--------- - --- - '� TO BE USED, AND NOTIFY ENGINEER OF ANY CONFLICTS. 3 _ 2. SEE OFF—SITE PLANS FOR SIDEWALK ALONG S.W. PACIFIC HWY (99W) --—` -- — — 135 LF 1Z2" PVC WATLR LINE r ,a.n >P 40, Ljj \,,06 • ' • �•, ••' I• "•t 'w a r� • ^' • I♦ • 2JO•. •' y. is • 1 .+► A , ' • �►, • . lam' :K�: - �:� 0 1A, rr L= �j I � � • i 4 �- co 210.6 7S 7• �Q , RIM 212.96 /N 8 )208.5 7 % �F E OUT(8 ') 210. 76 " __ 1E 0UT(8")=.208.47 R 106.47 LF 8 C900 PVC T - - 0 SL=0.02 11 1 ID E S I � N I N G N62*57I J • � 10450 SW Nimbus Ave., Portland, Or 97223 151.S1 5031603- 9933 FAX: 503 1603-9944 PLANNERS • ENGINEERS • LANDSCAPE ARCHITECTS • SURVEYORS ' PRgc Wdated: ��S . We PACIFIC HIGHWAY 99W — ,6,237 VNIA 1200 NW. FRONT f�0 INW CN L� 6 OREGON LEGEND �G��aU4C��54U °3n�- srloe �I �;�.: ', ' �Pi i BOUNDARY ------ TELEPHONE POLE PLA ' VR` Nnga[lp TA M227-� �-y A. I .,iJARD RAIL TRAFFIC J-BOX ; F�( .�T EXPIRES 12-31-99 11A O SA+NIIT MQ M N IION CWMM►iW1 RLAYMe M 1414000 W.IN 11i A• IMO► CURB STOPS CONCRETE BOLLARD me nowe Z t row enla �UMOF10111 Dn i MM r M N CURB -- WATER METER "jii N0 AID 1I T DOq�Nr�M IMININr Am � r REINFORCED CONCRETE CURB I � ��•�� I SEE DETAIL SHEET SUS--2.60 r`-"'�""-�• SIGN POST EXISTING BUILDING ` ,; ,, /?� ,;� .� � EXISTING INLET EQUILON L.L.C . 400 W LIGHTING LUMINAIR PACIFIC NORTHWEST REGION SEE DETAIL SHEET SUS-2.60 MONITORING WELL. —� CALL BEFORE YOU DIC. GRAPHIC SCALE- EXISTING CALE ia � �7 R") EXISTING GAS LINE - FIRE HYDRANT • OREGON LA`s',' REQUIRES FOLLCWING THE RULES ADOPTED BY THE OREGON - ---_- _____ _ __�__v __ UTILITY NOTIF,CATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-' 117 5 o '� 217 H �1 1 99W EXI TING GAS LINE - -- I; w FUEL FILLER 001-010 THRU OAR 952-001 -0060. COPIES OF THE RULES MAY BE [it I ) 1999-00526 ( /N FEf_-r ) 11834 . �► PACIFIC I�1'f'�. v1f C 2000-0000426 EXISTING POWER UNE _ _ OBTAINED FROM THE CENTER BY CALLING (503) 232--1987. IF YOU HAVE: -- _ _ - -�� TIGARD OREGON �._ Y�_ a _- TRAFFIC SIGNAL BOX QUESTIONS ABOUT THE RULES, CONTACT THE CENTER. ' 11834 SW PACIFIC HWY � 1 inch _ 1(?`t. pR,� ®lr: MLI (DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDER'S EXPENSE.) Dato 07DEC EXISTING TELE LINE - r _ _.. _ GAS METER !!� PG 6 of 62 10�o BY. �jtac met No.: C�� C� u--_-I . • v,• rv►' !•''� ,�+�'� I /1"1741 t Y.,,.'i M{' l•", .. : y+, '� ' •' �' ° i, _I 'jr• 'r., •. a , .. ,. ll a' ..+....,•tl�' `.. � � y. � .j� �'•.. . ,� �.. Mrr� jr � r "�•, -:p. 'P' ��,. a 4'�,'i., w •_ - -Mv K. t�r j.' , t }� �,.. u "' i 7C�.� u.�.r - N :.� � ,Y.,_ .M• y..,•�, •.. .,. .. _ f r r, 2000 If this notice srlllre:rrs cle:rret• then the ,�uN 0 2 ' cunrerlt, the document is of mai ginal yustlity' IIIIcr0I I I III( l �llj�l► Ili' !{ illl !; iiil ! illlilililil�lC -f"lTir�;�!{;1,111ii! l�; I ; it ii. ! s i ! , (if i1iI ii ; 1;, 1; 1 I i ; j ill! ! iIlil + i ! II ,II il! i I I ! I ' I ! •II I i! I!' i 1 i ilii it Illliltt I I111 ! iit , iti . , tNCN MAO[ IN CHINA 1 LllilI IIII l IIII 1 111 'tl li I Ilii11 !i I !111 iililnl Itl I 'llt UII fill dill li Iliil in,. II ' II I i I" ' IIII! lintll tine Ut• 'I"t'r I "t Ilan t nttltl I lull , ntllnttlnit1lntlltll ,- l Illl,nll,l, I,lillll�ll,,,1.111{ttIII,LI{,,. .,ilLll,l lill.- I! ,.,.. ,llil.„l,I11!•l...I.. ,I1., .Ills„ ,I.,II,,,,.Ifl.. .itlil.,!ill..il,lii.lnllll,,,..lil,,,.,•.tll ,• ,.{I.„JIlI{IIIIIIIIfi.,null,,:Iltlll,Iitll..,titi.•I.tl,ll�,l .111111 t ttt� . Itn {Illlllllllt,lll• I r .. .w w�MIMa�M11�M w w �� tw �l1 ...L�Iww.. wlr nl�lr +..�.�. wr .. �1�wlrrl. .ffll � wlwwr■n• � �. �.......�. .� � lit O 1. 4 8_..yt.a.a. t., ,Ir wr..r.w •�Ir .. �In.w.....1. w �■. w.alwlfl� w wr•' w..M1101rff. a11M .w wAlwrAarllr .. .. �1f� Mfr ... ' www .. .� ,! �• ,y�• I N I 1 ,A- I SECTIONS : r ".4!. IJN r,4rl mil. 4� �• � 1 ✓ N I Q) - r' t - 8" R INFORCED CONCRETE SEE DETAIL SHELT R-FS-4 O I O on PEA GRAVEL TO MATCH GRADE. SEE: DETAIL SHEET R--FS-4. TYPICAL OVER FURL TANK SEC PION 6" REINFORCED CONCRETE 4" COMPACTED AGGREGATE BASE ROCK I , , ,•;- ,1. : ,�. . ,� ,. � f,.,, ;�, ��•,. �; , , / � TYPICAL UNDER CANOPY SECTION 1 , Z 1 r r ,S W PAC.lf 1r Hl�. { A'A �' ►�. ��°��'', i� O 5» OF AC 2 LIFTS » -191" I I oo"" \ O 2 CLASS C ON 3 A CL SSi r*iE: t ' �, TA L rfif?11.. .a '' is ,;' '�;- O ' (( r+. F.r ��,•� 00 8" COMPACTED AGGREGATE BASE ROCK TYPICAL AC SECTION de 44c�`----- '' f� /'' 'r/:AFF .'%;/ ,° ,� 4 r '� •b ...J �-•' 5i' �15f'H.ALTIC C TE < ' �•.. y+ l► .•Gr1._ - ttY-r ,:� 4 - w- •v i art/.rn,, 04 fes, r�: •. .'. f;',•� : '•,.. �.+ j '•: 'A. • ' � f "• I J I L- 7 . ' ,•, . •'�' a "•�,� II (SRC J�COKQREfE• ' . . �.• }: .•, ,:. a .. .� 5 ASPHALTIC CONCRETE �� '• ~ d► . �. ► • • • ; • - . : /',. • �'•• , •. is 1 „ •.�.�. :73 . CALL BEFORE YOU DIG '� �` ,•f 1 i ' ' .� i' ' ' • ► .'• ;,,� '� . !� «' ' «, y ;,i : y I ", OREGON LAW REQUIRES FOLLOWING THE R EQ ES f= .JLES ADOPTED BY THE OREGON ' ' •' . , •� i . I' �.: �•, ... .� ' . ••at: •' 4 UTILITY NOTIFICATION CENTER. SAID' • ' ,+ � � O CE E S U RULES ARE SET FORTH IN OAR 952- 1 ., -�r• w*�•+ -� ;-t.►- �► : r. s •+�..• *�... ,,,.:_ .x:. ._:._ .__' I ! 001-010 THRU OAR 952-001- 0080. COPIES OF THE RULES MAY RE fi �,I,� `� � ' " - -----�--- ��.•`�r OBTAINED FROM THE CENTER BY CALLING (503) 232-1987. IF YOU HAVE � QUESTIONS BOU E RULES, CONTACT THE CENTER. C 6" R81NFORCED CONCRETE AABOUT THE F tiL .� ti *. ( • I (UAMA E TO UTIL TIES SHALL B_ Ct✓Rr n •' �' �,/ •� +� :`` :�4,.r •; �.« ,• � G — RE('T>=U AT •THE ERMIT HOLDER'S EXPENSE ) UMl - • ♦ �� 5" ASPHALTIC CONCRE , J _ D E S I G N I N CC ♦� N 6 2*,5 ,7'0 U"F- 5 - 4 I Oregon � _ -.._ -`w..� _ " �.,� " " """_' "' " """` " ""_' _• " �""'_ " '_ '� _' 'T' � " — '�--' �a "' "�.�. — _ �.. — — --'-- — -- 10450 S W Nimbus m b a.� Ave. P o r t I a n d )re on 9 7 2 2.3 g 1 \ , � 1 40 12 5031603-9933 FAX: 503 1603-9944 - PLANNERS • ENGINEERS • LANDSCAPE ARCHITECTS • SURVEYORS l r� i 17,( c, �� P �� ! Wdated: 1 07 99 \S��,tPNo--- -_LACIDIC ��.I � � �' ( 9 ,� 16.237 4 a C9 La Kw. F:Rw - f N0a@[� SWE 6WORTLW� OREGON OR ar�oe BOUNDARY _ �_ TEL 6M-227-6844 T-6&!4 ', A. GUARD RAIL_ FAX W13-M EXPIRES 12---31-99 ' CURB `_IMPS r—"-`� 11�DOCaul�ff AID lIq M%M11011 tL1WAt�HMO IrLAT110 1i1AOO IIG i IIq/iRY i MEOW I0"a Ocr a DUK IClr I��IIw 11MINlN 1a�d"7�iA0�11�1 AID p1 + CURB _ m" 0 1�ffletoclerf HOMO Mj�r/A�un��M�K1MtAR10 H W X I` (' 13011-01t. :Y MAM AM i TM MW M1.IW 1!!A M 11MRf no d��1GT OILY Ij EQUILON L.L. C. F PACIFIC. NORTHWEST REGION GRAPHIC SCALE - --+��- 1p n 180 (@ 1p LaA WE 11111' 1499-0052( T MEC 1c)no-00004 ( lN FET� � 1183 ! PACIFIC HWY. _ TIGARD, OREGON w 11834 SW PACIFYIC I1WY 1 inch = !Oft. DRA N BY�-__ ___.._... ML J Dater__ CHECKED BY', MLJ I Inc; 7 „I' �,� AFFROVED BY-- JAG t No.: _ .�, r cg rrJ'T �-."'.0y, _.tr• "1'ak$�..-.. _._. .. .. _�......-,. _ .__.... .. .... .. ....... .. ..___- `..., ._. .�: .n ... .......... r .. y. ., •e Vit'- t1..' •I .:,I 4'� If this 11111ice 711fi1 ears clem-er (11.111 1111• JUN 0 2 2000 document, the document is of marginal yusali 1111clOIIIIllld !!lily !; VIII �' L f I I ► lil { I I I Ill i I ; � l ; ilt � l! IIII .I . Ijll ; I il . . ,l! ILII ill� ili ; l ; , i. gr INCH ( MAD[IN CN INA - _ �' - (I' _ 11 it _�,• .. t 1, .—�— �i � � t� it 21 r. ,I. I I. .I I. .I . t. I. I. I I tt I I •t t t t ttt tt II ! 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CAL- A3 5#•KXN 1 ' LAWN �' •� f ,► • •� �w ,p •f ----- — BO1111�ALL MAPLE AGER RJPFdJM '15C�1ALL' I15" CAL. i 1 � - I 0 0 0 o v C a o 0 WINTER G APHNE DAPHNE 0DORA 3 GAL. 2 -m" OIC P140TINIA PHOTINIA FRASERI 1 GAL. 3'-0" O,G. • 1,• r• NiNE5 GOLD JA4A*5E EUGNYTU EUONYT'W JAPONICA 'HK5 GOLD' 3 GAL.. -011 c('; j 1 ; • 1 �,+ EUCNYMUS 'EAIERA C) N' GOLD' EUA+i W FORWI etRkl)N'GOLD' 2 GAL. 2'-m" O,C:•. ON C W G I ! � '' r j ��; r ;^�i�; � `�_ •/r 'i'. M .-1� �' !" .'• ' \ �� COMMON IT "HAZEL HAMAMELIS vIRGGO.G.INIANA 5 AL 4'-b" ' PINK DAWN v!MSNUM VIHUfftM 500NAr•(r)N* '1 W. DAIW' 5 GAL. 4'-0" O.G. i f,� ,I r [ r f ; f RETAININCs WALL - TT"PIGAL SY j, MA56AC4J5ErT5 C:OM"k�l BEARBEl�2't' ARCT05TAPWYL05 UVA-UR51 MA58.' 4 T I POT / .C. Irrf- . fit ; ''f._ 5EE SHEET SP01 8" OC. E:I— LAWN PRO-TIME 303 5UN MIX LAWN SEED BLEND "015155 AND NOPKINS OR EQUAL ' 1- r • ♦ • Al, ' ?� �'/r ! i`, ,• r//f . / LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY" AFTER THE 1 ( t COMPLETION OF ALL PLANTING OPERATICir1S AND WRITTEN NOTIFICATIC"i TO THE OWNER MAINTAIN TREES 54+4RUMS, LAWNS AND OTHER PLANTS tp;TIL i FINAL ACCEPTANCE OR W. DAYS AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER !S LONG'�ER � I � + p° r1 J + o ` , I .. ° ! 0 LLWWUll111 111..111LLLLLL o o y • o 5 10 `I� 4Q? -NERAL NOTE5: LANPSCAFFE FLAN O ! CONTRACTOR TO VERFYWIN OWNER AND UTILITY COMPANIES TNE LOCATIONS iPRIOR O THE ACTUAL ALL LOCATIONS TANDEvAJT 7ION, TO 013 OF A ETEfG.'`11NE IN THE FIELD ;.,; �,•►;: , ALL EXISTING UTILITIES, D E S I G N f N C WHETHER 5HOU� ON THE PLANS OR NOT THE CONTRACTOR SHALL CALL O O O o O O O 0 O UTILITY PROECTION SERVICE 12 HORS PRIOR TO CONSTRUCTION.& r' - 10450 SW Nimbus Ave., Portland, Oregon , 97223 4 `.`_. '�`"'w""""► 'ter "� �rli'.w� �' "'� AW "=.=mi"'n� a* 'ft"'nowi"m "r 'r �'.r"�"'q 'n► 4w r� s . r..o.�..�. ... ... 2 CONTRACTOR 5WALL EXAMINE FINIS'4 SURFACE, GRADES, TOPSOIL. QJALITY AND DEPTH DO NOT START AN?' UVRK UNTIL UN5ATISFACTORY CONDITIONS �' 503 60.E--9933 FAX' .. _...._._._.. ..:_. � `- �. - - - _ -��.M.•f.., � 503 1603--9944 � __ _.� .,-r_•. y,� HAVE BEEN CORRECTED. VERIFY LIMITS OF WOW. BEFORE BTAP.TING. j CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND i a PLANNERSENG o INEERS • LANDSCAPE ARCHITECTS � SURVEYORS I �� ,• v INC,ON.,ISTENc.,IES WITH PLANS TO LAND-a,(--APE ARGHITEG PLANNERS uWW►f1u61+6tTleWON 4 4. ALL PLANT MA83ES TO BE CONTAINED WITHIN A BARK M I-C.1-1 BED, CCj •ST ' MAKE TIS M ne Q'IaouE II WEN USIt+Ys ne Mom 4 UNLESS NOTED OTHERWISE �• � I CIFICL1 IM TE. UM MIFTMM,Ab UDdated: 10 22 3 einetrTr�T�e�• • '�no M - OF laoeF 5. BED EDGE TO BE NO LESS THAN 12" AND NO r1pFZE THAN 18" FF?,QM OUTER - 349 !U6�10 cJ•4W LOCA IT � • LAiltlilR nlY+T1E 11WC1i �`- MAT&vCROeAf•.DOV"Ae *► CIAC•1.11IMRENCE. EDGE OF PLANT MATERIAL BRANGNING WHEW- GROUND-COVER OCCURS, 40MR � KW. FRW x SIWI "TO AVOID LrtTM n SCJ nV T� Tr W cal' n+ nai N CP06M 0VW AS MMOL rym� n �E � A JI?!f'l;I�YY K. 3IYP8GN � QQ.�_S•_3rII_ •� '"` Gt7!'1TAC'T WTTN 1►.r•;,N� +M� .' f F U6flICs CiIAAI LCJAC IT PLANT TO LIMITS OF AREA A1$ BtHOl1N. W C�lLLl(��L`� C"' f~~ MAIN LFADlR (SWAN TO AVOID LETT` i er R 1LW, OR j o w n T TM TWU T11K CCM M b. CONTRACTOR SHALL MAINTAIN POSITIVE URAiNAGE IN ALL LANDSCAPE �• � (�J►�(��'� C��((�J( (�� 97� y U]��+('rI�N 1 ---- GOWACT wnl T►*eTAO. BEDS AND ALL LAWN AREAS. TOP -�__ Aac•,Iocx�TeALL P;11pIP ', n G1G44[n1CiG`J�NJOG� to/31/00 L APO r IUtI TO d.4(]011/Y • 1 GT.. WJ-227-5&14 �� I t►�C�� _. r, 1. CONTFZQGTOR TO FINE G�FL'1DE AND FaOcrK-HOUND AI.L TURF AREA$ PRIOR C �, r u _ ► I ,,�.�N 4 T FAX 6M-227-P1t9Q 10 RYI< PRIM � roR!-D .,MI A+ "Ab . gyp O :SEEDING, TO PROVIDE A•+ °SMOOTH AND CONTINUAL SUF•'FACE, FREE OF !'►7f GIIICaIAI! 3'Wt.C AULAIt tYWMt ;4 n � i,� f ___.__-._--va Cr BURLAP IRREGULARITIES 'Mk IPS OR DEPSESSION` ) A EXTRANEOUS MATERIAL TM 1Mfllwt7lAY►71oM� ��p,,p�p � �.._,.r FORT hI .G IA41C xAtIMb tRTH MA" t E/JM2D MTN WATIM l 4 ✓ To 5A0 wrlae OR DEBRIS, ►w l�wli I•u N �u�or=4vjo on No OrM1Q1!11Ka1 DE AFTER 19-*PM AFIlt1R PL1►MNcI. 4. �,�� - -- -�•,O, bT,t1 I�ItIVlN 10" MELOW a QUANTITIES SHOWN ARE INTE14CED TO 4--1615T CONTRACTOR IN EVALUATrA5 t1111DIf1oNIlA1iD►71W►t11d riCK �1edlf y DRIV�1! 1!' l OIU F 11dDI6TIM�EC� bC>IL FM13H Oi11�.AP _ ," T i I�l�-il1ITN '1 THEIR OWN TAKE OfFS AND ARE NOT WARNTEED AS ACCURATE LrAlm+lorweosr I�tACIOINc rM 1A`IDIbn D Boll 'J doll Pie ce REPRE3ENTATICN9 OF qEQUIRED MATERIALS. 'rHE CONTRACTOR 61444-L BE RESPONSIBL.E FOR PIS BID QUANTITIES A5 REQI.IIFtED 15Y THE ! PLANSM1D SPEG!FICATIONS. L Q U r 1 LON L.L.C . fi•r t ..�, � •' 60 MR SPEC t ` �•�� S. Co-ORDINATF LANDSG.� I 4 PE INSTALLATION WITH INSTALLATION OF PACIFIC NORTHWEST REGION • I.INDERAWPOIJNO SPRINKLER AND DRAINAGE 3Y6TEMS. �� i•' - .r.•i I cGx ACT 10, CONTRACTOR SHALL NOT REMOVE ANY TREES DUPING CONSTRUCTION - - - a'_ a"-4 WITHOUT THE_ EXPRESS WRITTEN CONSENT OF THE LA4DSC:AF'E .AFI--WITECT. a f t EXISTING VEGETATION T -MAI � IP d nAi Z V 0 rn M VE E ON O IRE N 81 TALL BE PF�OTECTE„� f15 DIRECTED (tai !N 6GA.1oIFr 4" P'- -- SG4111F-Y 4" _.------ .�I eWITH TCP �►ici I IC S kT c �- ---`- - ball A6 P'�ti t3PEc. • BY THE !_.ANDSC'APE ARCHITECT. s) 13UP 1099-O1i526 __-- - �, 1 I-iWY 99W MF;C 2t!00-00004 �-•� f�'� � �-•"�, ^^ I/'a - ., Q II WHERE rROPOEer TREE LOCATIONS OCCUR UNDER EXISTINCA OVERHEAD 11831 W PACIFIC Hid Y. 11834 SW PACIFIC' tIWY � NOT TO &CA-V PET,41L; Y Not TTS �1t —WREN TRE�T��► ��I UTILITIES OR CROWD EXISTING rRF''9, NOTIFY LANDSCAPE ARr.WITECT TO TIGARD, OREGOIN ._. ._ ... ADJUST TREE LOCATIONS MOT TO xAli= DRQ! BY: • 07 CJO PCi 8 of 62 �A ��e GNECKED MPA --- --± 1 aPPRovED BY! JK6 ShW No. L [P O � J f. 1, . e L a: � "�� .?S_,. r , ,, u o;�f�,l: !ik•'r.,:..,a,� ry t;+rq , Y, rw. ,'42..;{8�'�"�A { ks¢�� .. •• ,.. � - � . _. .. ,-.r, ...."r.L.,..w.e>r•+.�.•reet•tw.tw.•+w•... ... _.,_._ . If 111is nolice appeal's cleaver 111:In IIIc• j U N 0 2 2000 doculnt•nt, the doctimel:l it; of marginal tjwdil.�• 1111!'I't1fIII11C(I fill _ I _. I�_ ` IMCM MACE IN C►tIMA �"�' -` LTi`�i` fi t �fi- >h ti ii 13 u ,; I II 1 111 { illl I 1 ( I ii! I iiI! 'i il��1±1111±11111„!�III. �,IIIII!11 : ,lIl,Illr±r!I! jll. .l,Iljr„ 11,1., ,lil„r .,ll •1,,,,,IIII,...I...,I!,,,.11.,1, „!11n!!I(III!r��!I�111!I:i,l. II!Illlllilli{!!!!jl!Il1i.,,(I!I!i ,..(I!!�!II!r(!,.ul�Ifji:Irrill„�r�r.l,rllr, . •tlrjl,:rr:,llir� .�!rrr�rrll,,,rrrr�{!„r,.„I,!,II,,,I,lI, o ,i I / �is•T I � MAY BE USED SHORT TERM WITH EROSION CONTROL MATRIX Xs1"kfs �. UTILITY WORK AND WITH PHASING OF DEVELOPMENT q REFERENCE: EROSION CONTROL PLAN TECHNICAL GUIDANCE HANDBOOK SITE SL OPE 1 _ STOCKPILES UTILITIES CONSTRUCTION $TOCKP! 'S _ DIT }IES SWA S `_ CATCH BASIN DITCH (CMSIR(xnopl�'1wTEC170#1) A f - BASE MEASURES <2X <1 p� <15X- <20X <30X _ <50X � >50X DRAINAGE DRAINAGE i 1. GRAVEL CONSTRUCTION x X X X X r' - A A ENTRANCE (SEC. 3.3.1) / ---M --- 2. SEDIMENT FENCE OR I - BARRIER O 10E OF DI S IIIRBED x X x X x x X \ \� 3.3.3)do J. UNDISTURBED BUFFER O TOE F1QW AREA (SEC. 3.3.2 ----- OF DIS TURBED AREA CATCH BASIN (SEC'.- -- -- --- _3.3.5) \1 A L 4. SEDIMENT FENCE INSTALLED PLAN ON CONTOURS (SPACING) X X X X X (SEC. .3.3.2) (300') (150') (100) (50') (25 ) _ 5. TEMP INTERCEPTOR DIKES/ SWALES AROUND ACTIVE WORK AREAS (SEC. 3.3.11) I • � � 6. CHECK DAMS FLOW (SEC. 3.3.13 & 3.3 3) x 7. STORM DRAIN INLET PLAN � ( ) c PROTECTION BARRIER ----_!_-- -.X 6" OVERLAP (TYP.) °• ' WET WEATHER MEASURES 8. ESTABLISHED GRASS POINT A" PONT "Q" SECTIQN -A-A (SEC. 3.3.6) , • • M 9. 2'-MIN S TRA W MUI CH 0 0 0 0 0 I 0 U COVER (SEC. 3.3.7) II + AREA DRAIN MCHIN_LE_T - ---.___ __. ------ ----- - _ _ - -- -------._- _____-�- - - - _ - 10. EROSION BLANKET W/ 0 0 0 0 0 0 I I ANCHORS (SEC. 3.38) SECTION A-A11.-FILTER BAGS INLET PROTEC"WN 11. EPLASTIC SHEET o 0 o a NOTE, COVER R ((SEC. 3.3..9) ` ` NOT TO SCALE - -- ----_ 1. POINT "A" MUST BE A MINIMUM OF 6" HIGHER THAN POINT "B". 12. SEDIMENT TRAP OR POND 0 O O U (SEC. 3.3.70) I ! 2. (2) 1"x2" WOOD STAKES PER BAG WILL BE REQUIRED FOR STAKING - - --- - -- - --'- --- --' BA('r OR APPROVED EQUAL. POST CONSTRUCZION / 13. REESTABLISH GROUND x x x x x x x x x f COVER OR LANDSCAPE PRIOR TO REM0�ING EROSION BIO-BAG DITCH PROTECTION ! NOT TO SCALE - - MEASURES (SEC. 3.3.6 �� GR KEY. X = BASE. MEASURE (REQUIRED A T ALL TIMES) -- FILTER FABRIC OVER C.B. /- C,N� QO�N A - ALTERNATE TO BASE MEASURE INDICATED IN PARENTHESIS jO = OPTIONAL BASE MEASURE, CAN USE AS APPLICABLE GRAVEL FILTER = SUPPLEMENTAL WET WEATHER MEASURE (NOVEMBER i - APRIL .TO) O ! I �\ O�cI, 0' M/ 0 = ALTERNATIVE WET WEATHER MEASURE TO • (1) NOTE-: IF DIFFERENT AREAS OF THE SITE HAVE CONSIDERABLY DIFFERENT SLOPES, THE SITE MAY BE DIVIDED UP AND EROSION 1_Ll. �-- MEASURES .SELECTED FOR EACH ARE FROM THE APPROPRIATE COLUMN IN THE MATRIX 4 I R=25' CLEAR PIT RUN OR -' I - CATCH BASIN 2" MINUS GRk VEL SUBGRADE REINFORCEMENT - / GEOTEXTILE, AS REQUIRED PROVIDE FULL WIDTH N T 8" MIN. DEPTH INGRESS/EGRESS AREAA EROSION CONTROL NOTED I O E. 1. APPROVAL OF THE EROSION/SEDIMENTATION CONTROL_ (ESC) PLAN DOES NOT ! CONTRACTOR SHALL REGULARLY INSPECT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN FABRIC BARRIER AND CLEAN OR REPLACE AS NECESSARY TO MAINTAIN EFFECTIVENESS. (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTOP.S, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) GRAVEL ENTRANCE 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, I NOT TO SCALE MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES STORM INLET SEDIMENT PROTECTION DETAIL IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL. ALL r ! D E S I G 1'14 I N G NTS -` CONSTRUCTION IS COMPLETED, APPROVED AND VEGETATION/LANDSCAPING I IS ESTABLISHED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE 10450 SW Nimbus Ave., Portland, Oregon 97223 FIL rER FABRIC MATERIALUSE S'1hTCHED LOOPS CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION DURING THE 36" WIDE ROLLS FILTER FABRII, OVER 2"x2" POSTS CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING V 5031603-9933 FAX: 503 ) 603-9944 MATERIAL LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE -- -- _- APPLICANT/CON TRACTOR FOR THE DURATION OF CONSTRUCTION. ` PLANNERS • ENGINEERS ■ LANDSCAPE ARCHITECTS ■ SURVEYORS l ' 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN ----- --- - ----� SEDIMENT FENCE NOTES �!' a PRorc I ! CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH ? i `o C-4 o - A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATt-R \plot, Nf f S`f j i I DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE UDdated: _ WOW d I i ,�37 _ APPLICABLE WATER STANDARDS. t;1. THE FILTER ABRIC SHALL BE P .'RCHASED IN A CONTINUOUS ROLL OUT TO �[� Q KW. FRONT THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE 5. THE ESC FACILITIES SHOWN ARE THE MINIMUM REQUIREMENTS FURe O Sim 5w OREGON NECESSARY, FILTER CLOTH SHALT_ BE SPLICED TOGETHER ONLY AT A ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, �� PMTUM OR 6' MAXIMUM SPACING �_____....________ SUPPORT POST, NTH A MINIMUM 6" OVERLAP, AND BOTH ENDS SECURELY THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED rOR UNEXPECTED . 972M FASTENED TO THE POST OR OVERLAP 2' x2 POSTS AND ATTACH AS SHOWN STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN � ON DETAIL. WATER DO NOT LEAVE THE SITE. QQQaQI��l�l]p T& W3-227-0"2T_�� A. FAX 603- FRONT EW �1 AE 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ �0111 WOMEN" 7_MM 1 EXPIRES 12-31--99 °NHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6' CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR ^*00C1 '"�N°"'■"O°'�'•10'T` 'PMIS" Mn' 1111!1 NA1rio191D w ootagge/ca�»�rwwAN 1111 ole 1DIAoo INR.AID rt'e"MOD APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 2'. CONTINUED FUNCTIONING DURING CONSTRUCTION AND DURING 1 YEAR e■ouhlDlou�rr► IM11DlAVAttAN� q11 lai►�I►t"p 'Ha1�ie+� r w,rrlo�o�.w�lrt.�oli��illrsaer� ANGLE BOTH ENDS OF FILTER FABRIC -\ WARRANTY PERIOD AFTER CONSTRUCTION. �0M1 "� °1i'"'-eYv� �� 1D Kw IV K `^ /0 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6". ALL lsn�"e�M r��aaaKrit.er► nwna!erA"oor rx�+a�t�,reu,�a�rtirleRwvnitt:!� FENCE TO ASSURE SGIL IS TRAPPEDNY IWAM W_ EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND BACKFILLED AND COMPACTED, ALONG THE ENTIRE DISTURBED AREA. MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT. hQ V Ir O N L•T j• C • 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS FOR 2"x2" POST INSTALLATION. STITCHED LOOPS SHALL BEr - R. AT NO TIME SHALL MORE THAN ONE FOOT' OF SEDIMENT BE ALLOWED � PACIFIC NORTHWEST REGION INTERLOCKED 2"x2" INSTALLED ON THE UPHILL SIDE OF THE SLOPED AREA. TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS POSTS AND ATTACH AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE -' 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO GRAPHIC SCA LE � T P USEFUL_ PURPOSE, BUT NOT BEFORE THE SLOPE AREA HAS BEEN THE DOWNSTREAM SYSTEM. PERMANENTLY PROTECTED AND 5TABILIZr:D. 10 !' Tt7 Ct�NYt�N �D. 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICAM T/CONTRACTOR IN FEE 11850 SW. CANYON RD. IIUP 1999-00526 SEDIMENT FE1-4%. F IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION _-�- BEAVERTON OREGON MFC 200 OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO 11834 SW PACIFIC HWY NOT TO SCALE - RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE 1 inch 10ft, pRA-UN BY; MLJ Date- I h, DURAT10 0 CHECKED Y• THE PROJECT. - - '(i of AP9ROVtD BY.• -JAC Sheet INIM: If IIuS nlllice :I llllrars clearhr than ILII' JUN O 2 200 Ili ' ,,� •II,. documcnl, the document is Ilf n1,11-011,1l gn:liih• IIIIcro II mc(I ,I , , , i I-I I i . l l I , i „ ! ( I tii ! i I I i l i i i ( I I I,I) !I III,! I III ! I i i t t .►!1111 .+I I Mil , ii lii � l ( iil � lll Ili ; ll ilii ; ll IIII , � IIiil � li I ! lil !I I , i Mil I , ,,,. 7IT _ I!F_ _ 4 INCH ,MADE IN d+INA -r 111111 I II I III I I 11111!1 1111 li ilill I ii Ili!' iiilii Illllilii ' ill!' 'i' 'il' ;1 il' "I " 11' Iltllll I I,nlllll fill n! 111 llnu nnlnn lin ll nI1, , „ ,1111111,11,11!. i, ,I!1!.!I!,.!!1!n! •I!li �!!!!Illi!� ' 11In!I!1I,!!llil!!llniln,!!,.!!I!.!„:,TIL,,:„IIlLIII,III„illlll:!,n1III II II i 11. I,I11., I :t1 I 111..1 11111111n,l,}: -2" 1 8'2XSLUPE 1 _ 1. FACT. OF CURB / " EXPANSION JOINT _ \ � (TYPICAL) -QAVFA�IE� _� `Sl7fAC WID��OF 1. PRECAST CONCRETE BUMPER TO BE PLACED 1' FOOT FROM FACE OF CURB. STREET _-6• DRAINAGE WEEPHOLE alv►/ + ` ��`• 1' R -- 1/2* R WITH COUPLING PLASTIC PIPE RON FOR LO5' MIN CAL STREET - DISTANCE A 2" OF 3/4"-0" LHRUSHED DR COL+UCTOR AND ARTIER \ / C111 ROAD • '� .• 1/2" MAX. BACKFILL BEHIND - REBAK _-------- / \ qT '4q 1 (SEE ►air a) 2` of 3/s"-o I \ , cuRe PLA-E INTO GROUND � ��. ,, cFMrF'� MARK � � � �� '� rl � —?x ROCK - (18" MINIMUM LE"rGTH) rR(/ O/ L-� I lJ I V f�—� RO -- _-� - 7 �F Hr 6 4q U5"• � SEE NOTES �• � •� \ \ I COMPACTED SUBGRADE • - 1 1/2- HOLE FOR REBAR I e 3 6" SIDEWALK A A 'NT TQ Com@ I 2 12' MIN. ••. • I �q ��F , 36' MAX. I Q• G a �• • o� Q4•.p� i NOTES, `�' BASE C(-URSE 9 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH - 1 1 . DISTANCE "A" VA-RIES WITH STREET FUNTIONAL CLASSIFICATION. SLOPE WILL VARY WITH DISTANCE F 4 P.S.I. - / " / " 0 000 .S.IAT 28 PAYS, SLUMP RANGE OF 1 1, 2 TO 3 . � / A MATCH BACK OF SIDEWALK FOR GRADE. 2. PANELS TO BE 5 FEET LONG. NOTES: / 2. EXPANSION JOINTS SHALL BE 112- *IDE AND CONSIST OF APPROVED PREFORMED FILLER. 3- EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY I 2 3. CONTRACTION JOINTS SHALL BE 1/8- TO 1/4- WIDE. DEPTH OF THE JOINT SHALL BE A MINIMUM I APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT 1 CONLRETE TO HAVE COMPRESSIVE STR' 4GTH OF 4000 P.S.I. AFTER 28 DAYS. CF 1/3 THE THICKNESS OF THE CONCRETE SPACING NOT TO EXCEED 45 FEET ! Al\ ! EXPANSION JOINTS. I (� 1� 4. ALL SURFACES SHALL BE LIGHTLY BRMED AND EDGED IN A WORKMANLIKE MANNER ! 4• FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE A TO BE PROVIDED: 7" L) g �2 5. SAW CUT EXISTING CURBS WHERE THEY ARE TO BE REMOVED, IF LESS THAN 3' TO EXISTING SAME TIME AS THE CURB, TNF JOINT BETWEEN THEM SHALL 1 AT EACH POINT OF TANGENCY OF THE CURB. BE A TROWELED JOINT WITH A MIN. 1/2 INCH RADIUS. 2 AT EACH COLD :JOINT. JOINT REMOVE TO JOINT. EXISTING A/C IN FRONT OF THE APPROACH SHALL BE SAW CUT AND 3 AT EACH SIDE OF INLET STRUCTURES4 AT EACH END OF DRIVEWAYS. \ 2' r.LIJLACED WITH HOT MIX 5. SIDEWALK SHALL HAVE A MIN. THICKNESS OF 6 INCHES IF IT 10„ 1 6. CONCRETE SHALL BE 3300 PSI AT 28 DAYS IS INTENDED AS A. PORTION OF A DRIVEWAY. OTHERWISE 6 MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON--EXTRUDING, SIDEWALK SHALL HAVE A MIN. THICKNESS OF 4 INCHES. WITH A YHICKNESS OF 1/2 INCH. 2 CONTRACTION JOINTS PRECAST CONCRETE BUMPER COMMERCIAL DRIVEWAY_ APRON 6. DRAIN BLOC.KO!,i S IN CURBS SHALL BE EXT ONDED TO BACK OF A. SPACING TO BE NOT MORE THAN 15 FEEL. - -- — - --- --- --- - ------- - - - ---- --- ---- - -- - - SIDEWALK Wi1H 13" DIA. PLASTIC PIPE AT 2 % SLOPE. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST ' -1/2 INCHES. NTS N. I ; CONTRACT iON JOINT TO BE PLACED OVER PIPE. C. WEEPHOLE TO BE CENTERED WITH CONTRACTION JOINTS. „i 7, FINISH WITH BROOM ,INC EDGE ALL. JOINTS 3. BASE ROCK 2"-0 OR 3/4"--0, 95% (AASHTO 7-180) COMPACTION. BASE ROCK SHALL BE TO SUBGRADE OF STREEETT STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. SUBGRADE ROCK TO EXTEND 12" BEHIND CURB. 6" 4. DRAINAGE WEEPHOLE -- 3" DIA. PLASTIC PIPE. A. I.D. PLASTIC PIPE WITH COUPLING 7" I 6" 3' J I 3- " STANDARD UjIDEWALK STANDARD CONCRETE CURB � � 1 NTS NTS „ (_ 2R. `_? _L. 3" 'ODE PAINT 0" 85' STRIPE TYPICAL ' ' --- DRAINAGE CUT ----\ 2 / �� , 9 PR 4" 7" 4 1-10.__.• ( CURB CUTS TYPICAL. HANDICAP PARKING SYMBOL I NTC NTS HANDICAP SYMBOL WHITE WITH BLUE BACKGROUND j 3/8" - 3/8" 3„ I ---_ D E S I G N I N C ALUMINUM SIGN PLATE PAMUN BLUE BACKGROUND, P-__ 1" HIGH WHITE LETTERS 10450 SW Nimbus Ave., Portland, Oregon 97223 'WXA MY M° 1.5' Ai ID BORDER, BAKED ENAMEL. CURB FOR PAVEMENT SECTIf I oo�"'�°0 503 1603-9933 FAX: 503 1603--9944 SEE PLANS me rw UP M STANDARD KEYSTONES EXISTING SURFACE GRADE I== ! - ---- PLANNERS • ENGINEERS • LANDSCAPE ARCHITECTS ■ SURVEYORS _ P'4�f'_AfEIVt CRAG — __ GALVANIZED STEEL POST --�` r�/� pR� ALL NONMETALLIC PIPE SHALL HAVE. AN VAN ACCESSIBLE_ SIGN -- --- Ur)dated: _ 810 w �� 7 l 16,23 • � _ _ _ ELECTRICALLY CONDUCTIVE TRACER WIRE - � � ' (19-GAUGE, INSULATED COPPER) F'OR BACKFILL ABOVE ' '- 11 �Q � RW- �� 1 ! PIPE ZINE LOCATING THE PIPE IN THE FUTURE. � 0 SME 6W OREtiXN1 FILTER FABRIC , O UAJ Q d PORTL". OR �I /1I3/4'-0' CRUSHED ROCK BACKrILL '_6 MOUNT HEIGHT J > ! IN PAVED AREAS, GRANULAR BACKFILL DR L=?. APPROVED NATIVE MATERIAL IN AREAS A. 3�'G1Qa�3b0I� M�OVAAATK7N 00 o OUTSIDE OF PAVEMENT T$, M227-"'1�4 0000 4" PERFORATED PVC • °000 EXISTING MATERIAL FAX 603-227-MEXPIRES 12-31-9 I _Y. DRAIN PIPE. ORAI N TO DAYLIGHT . . 12MINDocu�rl+E AND 11i OOIfTA!Np mJ►Ti1D TO TDIAOO TFA PIPE ZONE I o' .'/4'-0' CRUSHED ROCK OR SANDAM G. BACKFILL (� - ° HO W S ALL U C M M DW% Io!ro1111!17NArE u!!o!�13I,M lac,ALA RY ...111 11L�'!'Of SMALL 1! 01RLIOAIeR O�I1�11� M�AM�L/i.:! ANY °° �^ IMM 0401"AS!)/'I��If M,11�o�,N /1 TdKAC0 "a 1qM °o - STORM, SANITARY SEVER, AND WATER INq�.►a1�Ilalrr�tl0w-L i►� pp.�lol�IDTONIM� y ----- - FINISH GRADE: AMC "AID THAT THr OOCIl4R w0 OF 1dO N T L`S+I�ewaL MST ONLY :MIrA1! ° I ! LY Mm1a11111M16l MAW NG. - ---- + 3/4'-0' CRUSHED ROCK - NOTE J-112- C01VCR£-TE Lf-WELING t'AO 1 �` - NATIVE SOIL r �� n i I ,� FQU LON L,.L.(� . Tt •I 4'MIN. O Q� 1. BACKFILL 1N 6 LIFTS: 1 �� " _____ 0000 2. COMPACT TO 95% OF MAXIMUM RELATIVE 1 ; 2'-0" MIN 3/4 -0 CRUSHED ROCK DENSITY PER AASHTO T-99 IN PAVED OR I 1 ` �� PIPE ZONE GRAVEL SURFACE AREAS: COMPACT TO S REGION _ ,� � Ir �,` , , , ''` x r1 �.• ] .r, `' �. PACIFIC NORTHWEST 0 90% OF MAXIMUM RELATIVE DENSITY PER ' BEDDING; r PIPE O.D. AASHTO T--99 [UTSIDE OF PAVED OR I I _ - -- -314"-0 CRUSHED RCCK __.__. x PLUS 18'MIN. GRAVEL SURFACE AREAS, �J GRAPHIC SCALE � � V n � L C� � � Rs V� ,� COAAPACTED LEVELING GRADE PAY WIDTH 3, USE OF NATIVE MATERIAL FOR BACkFIL.L _ �+"�_ �✓ FOR ExCAVATION AND BACKFILL TO BE DETERMINED BY ENGINEER. 1q- D '� C A H1�:A7 A *T O `-RD• - iV RETAININGWALL__ TRENCH BACKFILL TYPICAL HANDICAP PARKING SIGN � IN FEET ) 11850 SIP. CANYON RD. lit 1999-00526 - --_ __ � - -�_ _� ___ __ _ BEAVERTON, OREGON ' MEC 2(J00-00004 NTS N,T,S r NTS ---- ---------�---_ 11834 00 PACIFIC HWY ` 1 inch = loft. -- C7R,A11�1 BY: MLjjDatVcNECKEDBY. ��,� ��-R --- 1'(1 10 of 62 AFTNO JAC No: vEifl e�r i..•y.. : i • J h s _ .,".rN•1 �.tR.,.,,Rrw.rr: F.r.:.wy�+IS, .�� .+r.vl..,,+,N�M'"..vr../.w• ..a..-. - .... P .. -. = f s- J If this notice ai,pears clearer Ulan the JUN n 1 2000 document, the document is of InanJllal ynaliO• I111C1'ot11111cd � ' 1�i�illlljl i�; !I � INCH ' MADE IN CHINA , Illllllllllli!il!111!!!11!!1 I!!!!1!IIIIII!lllllll!!!'!!!III!!!! !i!I!!!!II! '.;�!!!! II1111111 IlIIINI1111!1111 1 IlHI iH l lllllll�!i!I ILII NII!!!!!Ili!tlilIii!!!!!!!!!!!!!!llt!!!!!!!II!I!111!!!i'iilili li;;�fll;!'!!!!IILII!!!'''!!!II!!!II;I;�!!}!I;;!!!!!i!VIII!!�!tll!!!!!!II!III!;!!I!!" - r.y ,iy :'.. ,. z b ,, •". • ,. :: - "- ,',kr: .i�., r•.' ... '. . `'w kr{Y6J.di aiil� �wtlt-�'�.G'�tJ.R'�l%•z.•�'^et.:u,ntk'(Ld�.,e':.io.N��,iix.;:-..-trala,a;•:w ta�ru:.,s:;:i.itillJi�.�J�'�, 1b"i.h..rhaid�G�i`,lJ+I1N.6w��ozluu.a,....r.,.._,u•ru-YII...J:,::rtLl,.f'U;.Lwt.x,�Slc:i414..,.,J..i. �1!'.e Yi..,r_.:!r. :.lt.:e-F,tr!,...ru. ,_ .I .. „ 7� ^bF,, 2' !Pk , 1-ti~. w...w ... i: .-m., r . ... r. . -r..-..-• , : ... v. Y -.rr.. r s . .. .-. .•n•.. .. wr .... ....m:' a, rS.-.t:_W�. t v'" .•►! r.Vws,DIIY. r"N. :.,2: ._t.+:i• a.•..[, w, t ':Lt1R.,• .!' � 'Ira '.If 1•� •.i .i ".. .O' .fie A•?.•yf•,;:. LY :f 't_:_ '.1 +�� :r, , .+.n •�A�+w �'"'•�,:r+�.. ? i `�,. �a, ..tja w ♦!l ."'..• , y+slR,. k '$-'>c�r , ••a •..r�.w ^.+ +l�le!•yt.•+!re. ' '� -i� � .`K'. 1 '!„ +�R' .w• � C'�++R',• '#t ,�;a ,tly'" - '"e:+"� �"!"4' ak.. d'F�"�-H�'� +�•t• ;;a•' EE THE GENERAL ARRANGEMENT PLAN FOR I 14' SQUARE ALUMINUM FIXTURE WITf#-- DCAT I L716�AND SIZE AND CONFIGURATION, NUMBER 175-WATT MERCURY VAPOR LAMN AND 1 I I ND LOCATION OF VACUUM ANll AIR/WATER UN 1 TS, ACRYLIC REFR4CTUR AND WELDEL'' ALUM. - ------- - " ----- - ARM WITH BLACK FINISH I pp I VIII 11(11 �/ relit---� THE: LIGHT FIXTURE, PfILE, AND POUTING ARE -��-- _-_-- -- ''- - i ri?T ---'"�--------4rI --1 - HE SAM: AS THE 'TYPICAL YARD LIGHT, ll1 II) ' EXCEPT A 12' -U' HT, POLOLE IS USED I LIEU RE ALL Llu"T FIXTURES AND POLES----------------* OF THE 20' -0* HT, POLE 1, 2-'400W FIXTURES AftE L'Sti:D'---------- -----_------------------_-- ---.----i ARE FURNISHED BY•OWNER' . --- - I ALTERNATE ARM MOUNT FIXTURE INSTALLATION AND ELECTRICAL LL LIGHT FIXTURES AND POLES ; � HOOK-UP IS PY THE CONTRACTOR, rel SEE G. A. P tN RE FURNISHED BY'' IDWNER- ' ' I I STALLATION AND ELECTRICAL LI4nOK-UF= IS BY THE CONTRACTOR'. i i 3' SQUARE ALUMIN1.1M POST WITH BASE - ----- -- -- 1000-WATT SUPER METAL HALIDE ALUMINUM FIXTURE---- L AND ANCHOR BOLTS, WITH TEMPERED GLASS LENS AND WELDED ALUM. POLE TOP MOUNT WITH PLATINUM FINISH WHEN POLES ARE EQUIPPED WITH BASE PLATE--, 11 LSI/HILTON SERIES • ` w ' AIR/WATER UNIT ( C,RI:]UND Cf� POLE MOUNTED)----- --- ---- COYER, THE COVERS SHALL HAVE 2- PAINTED '-----• I� (OPTIONAL 40OW SMH 16' POLE) ARE FURNISHED BY I' TEXACO' AND IN`'TALLED - _- _-_ __� COATS A! PER ' TEXACO' SPECIFICATIONS, BY THE CONTRACTOR. THE CONTRACTOR SHALL 4 1/2 ' X 14' LONWHOR BOL TS �� ••' INSTALL k JMPLI TE WITH AIR AND WATERHOOK-UP FURNISHED BYPOLE SUFPLIER , II SEE THE GENERAL_ ARRANGEMENT PLAN -_ II FOR NUMBER AND LOCATION OF FIXTURES- TYPICAL FOOTING DETAIL FOR LOW----- 11; LEVEL LIGHTS, SEE THE GENERAL ARRANGEMENT PLAN FOR NUMBER AND -_-_-----_--'--- -_ . LOCATION OF FIXTURES. , 3/4 ' RIGID CONDUIT 12' MIN.---------- GENERAL ---_ CONTRACTOR SHALL PROVIDE _E.LECTRICAL STUB-UP, WITH WIRING IN IJ- -�' -y BELOW FINISHED GRADE CONDUIT, WITH TERMINAL BOX AND RECEPT! A I' -OIDIA, 201 -0' HT. S11 GA, ROUND TAPERED STEEL POtf----- ;� E WITH BASE PLATE AND ANCHOR BOLTS. ' FOR VACUUM USE. THE VACUUM IS FURNISHED PREFINISHED PLATINUM COLOR } BY ' TEXACO' AND INSTALLED BY OTHERS, LLAT ION OF LT. POLE VARIES L ❑ W LEVEL YARD R D LIGHT D E T A I L DESIGN W I NDLOAD, 30PSF N STEEL CURB FACIA BY CONTRACTOR -- I SCALE 1 ' 1' -0' MOMENT 83, 820 IN/LBS, 6, 485 FTA_BS « '! SHEAR = 455 LBS 0 ,?4 7 1/41 b a.' THE PATER LINE TO 11'p11R/PATER !BLAND IS 'JPTIONAI_------� _ - --� - 1 AND 1S TO 8E INSTALLED 11M•li4RN AIR/HATER UNIT IS CALLED FTIR ON THC GENERAL. ARRAGEWNT P1AN a CAST ALUM, BASE PLATE ----� O'' O DRIVE - ---- - —• x• PAVEMENT VARIES 7' BOLT CIRCLE- � SEE ' , • ' G. A. P. 2 3/4' SQUIRE STUB AREA 1/2' CAPPER A 1 R l I W: -- -. A ---Y _____ --- A _ �!!,• 1/2' COPPER WATER INE---------- -- W - - W --- --------- L ❑ W E �/� E L LIGHT __.-____— Ir 3/4' ELECT. CONDUIT TO SERVE LIGHT IFR,------ E -- - E --- E - REMOVE PAINT AND SECURELY ATTACH COrPER- - ---� ; Y 3/4' ELECT. CONiIUIT 70 SERVE VACLAJ E. - --- E - --- -- ----- E --- BASE P L A -T E DETAIL GROUND O P OLE' BODY,UG TOP. HANDHOLE RF_ ORC1H 3/161 STOVE BOLT 4NG Dff'OLE -- --" RING, ( DO NOT GROUND TO COVER FASTENERS) ,�1 ' ATR / WATER & VACUUM I S L A N I7 SCALE 3• = 1' -Q' a6 STRANDED BARE COPPER GROUND WIRE., -------- SCALE IRE, -- --- SCALE 1' 1' -0' ATTACHED TO LUG AND CLAMP. - �HANDHOLE WITH COVER COPPER GROUND CLAMP ATTACHED TO CONDUIT, - 10 1/4, SQ. z . r; GUARD POST SEE DWG, N SUS-260 r---------------- --------_---_--------------- ----------------------------� -7�- j 3 7/EI 3 7!6 W _ �. WHEN POLES ARE EQUIPPED WITH BASE PLATE 1 - - -- COVER, THE COVERS SHALL HAVE 2- PAINTED I' 3' -61 II TYPICAL , «+,I- _ COATS AS PER ' TEXACO' SPECIFICATIONS, i "- -----' ---------•-- ) I 1VIT. I ' 3' -0' 5' -4' 3 0' 1 I ! r 34 P HT, ACBR�34 W/16'C POLE OP N ppLgL DISTAL 20 -�� 1 . . • _ I . , It GRADE -- - 11 1 1' -4' I r �- 1 4- 1'�O X 36' LONG ANCHOR i1 1 ONBDL3S4Fl1R ISHED BYPOLE EN ERS EQUIVALENT LER. I ii I _ V 40 111 (o BOL T C I RCLE' -» -A I ! TOP OF 4 - I I j TO 11' BOLT CIRCLE d 2'1 i 2' iN DRI+ 1 I I I 11 ri.. I 13' -7' I 1 4 3/4 SCI. STJBI ING H -- 3/4' RIGID CONDUIT Ic' Mort--- - --�It- - L BELOW FINISHED GRADE CONCRETE CURB 0 1 I 1 o SLOTTED BOLT HOLES ---- - ----- - - SLAB GRADE BEAM 1 I rL ---` ( 4) #3 VERTICALS X 5' -0# LUNG------- - • 1 � , I I I I YARD LIGHT EQUrILLY SPACED ON ?5' r-iRl'.LF I I I I r,, f BASE PLATE= DETA I l_ ( 4) N3 TIES IN IS' CENTER--- --- ---- ( ALL BLOCK SHALL HAVE PAINTED — SCIFACE TOP AND EACH SIDE i i i SCALE 3'-1' -0' J - __ _ _•L ( 1 --COAT OF MASONRY FILLER AND 1 1 I 1 ` 2-COATS OF FINISH COLOR ' TEXACO' 18_'1 DIA, • ! :-'BHT GRAY) 4' SQ, GALVANIZED STEEL TUBE POST 8' -0' LONG WITH WELDED ---,. 1 I I I ! � �- - CAP PLATE ( TYPICAL ) i i LATCH DEVICE BY __ ,-_j 1 GENERAL. CONTRACTOR i I - EDG. OF SLAB HEAVY DUTY GATE HINGE 1-LEAF _ - 1 0 WELDED TO POST THE OTHER IS -ice _ __ - --- _ �� 0. 6 CU, YDS. BOLTED TO DOUBLE 2X4 GATE STYLE ' , __ — TYPICAL LIGHT—.__— --- �_ 1' -4' SQ. x 3' -0' DEEP CONCRETE' '- - POST FDOTING. ( TYPICAL) PLAN I BLOCK TRASH ENCLOSURE SCALE 1' 1.' -Q• SCALE ----� /2' = 1 ' —O'' REVISION RECORD DATE BY DESCRIPTION ff 1 3/4 THICK CONCRETE CAP BLOC!(--- _ - - - r� 7-1-97 KWJ EMOVED STENNI PANELS FROM TRASH ENCLOSUR CONCRETE BLOCK PAINTED PER -------- - - _ - - = -__ - 7-31-Sb JILT - VISE AIR/MATER ISLAND LIGHTING ' ' Tf XACO' SPEC 1 1�.1T I ONS 6-11-'96 JILTREVISE TO NEW S21 STANDARDS ;. 11 ---- - ` 01 12-12-93 JILT EVISE YARD LIGHT FOOTING 6 FIXTURE - � \ 2-7-90 FDB ADDED FLUTED 14ASOMY ALTERNATE TO TRASH ENCL. 4' SQ, GALVANIZED STEEL TUBE'----- _ J i t 2-8-88 RMI HG. CURB FORM TO 13' POST 91 -0' LONG WITH WELDED I 1 0 1 1 * -- _ 6-4-85 RM VISED WIDTH OF BLOCK TRASH ENCLOS WU c i CAP PLATE < TYPICAL > i i ' ..\ i i 1 I I 1lffif fiNl/fifR fro M IfIF>>AQTIt�IfR1fM IRLATfffi tf1 TLMIO M. [a tIL pIOC!'ft ti "a) UC• llfi NM TiALV, STEEL STUDS ( DOOR FRAME? 4'I TH 1 I i tml/f 10011 is(rirtt11 a"M wf[f>�trNTli W Vf tfDfACw fll� rtes to"Mumm fft M►1�laft w"" ALUM. PANELS TO MATCH SILVER I 1 cxw VAL"" K �� T SKJOI xfi"wJ oto Win 11f ��111 WWI~t 8mm 1 1 • 1 I [xAM► 1f(IIttIRK+t fT M OAltfir flfi1111f1gl4 Af KllAo 11 ,420M flfi: Ifilf Iff�i, ,rte*ffMl Iltftfvllw txtf �uaJflort, ff�tlQ fJrtINIRfA flMfi M rtx►uf nclm ft fa1a�11 r0 IIIR�i1R�10 Elft METAL I C FINISH, OR I nnitwnINS 001111(?10w Ifo flMt Twit�9o1f1Ifr7 I nt*, K IBJ e1 ww �awtva et tUif�'C1 NLT AI"a + 1' X 6' CEDAR BOARD GATES - I i 1 1 PRtr11T[IIIb ftlf'llJttwr orhons�a ffr ralfMm tlr-- -�� T R M I q WITH 2' X 4'' CEDAR FRAMIFrC, _ _ _ _ 737 4' INK, CONCRETE PAD REINFORCE r '- '-T` �-—� -- rEw�a artNtrl� r '_- ►-`-�• :_; ' �l NA T illi INC. WITH X6 X 10 1R W. W. M. .00 MARKETING ENGINEERING 4-tll4 OARS CONTINUOUS- 0 6-:0 c ti -Q! 11' -o• YARD LIGHTING TRASH ENCLOSURE; l' -4• SQ. X 3' -0' DEEP CONCRETE---'•---------�': � 11' -8' DP, X 13' -0' WD, EDGE TO EDW SLAB � - POST FLOTING.(FOREGROUND) -"-" -` AIR/WATER AND VACUUM I 'S'L ►ND IIII' 1999-11(1 _'6 '' - '""" .�""`-__._�_,,tr-"'-.."'�•'..-w----- :•-. i. n11Ix'2000-00004 ELEVATION 1 BLOCK TRASH ENCLOSURE DRAWN BY R, METZGER SCALE ISS vowN 11814 SW PACIFIC HWY - _ _-._____"_ ,__. 5-3-85 SCALE 1/2' - 1' -O, �l�ECKED BY DATE I t. I I of 62 •� � ; APPROVED � No. I SUS 2�a ,y • :3 If the fllltlf(' aIlO(':11'S fI!'81'l'1' tllall the JUN 0 Z 1000 dUcuniew, the docunlcilt k of ni:l(I;inal qualill'• 1111C1'U�I�l11C(� .. . l�!� Ijljljl 'Ij !�ijl � !jlj! i Ijljl; !�! i�1 �-T��•�ii! jljl(I !�ljl�i�l�ljl ! !j1�1;l�y ,{ ! I ,III�l;i 1 Ijlj jl!ilijl i ijijiji; lj ; ; I !j ;illi�ijlll;! ! lljl ijl � l; iiiji � !j!I I ! !! INCH � IN CHINA _ �T t t n t� ii J II I III If it 1111 lilinr lilt Illr I I 1 ii Illi) ,1u 1 ii li f! Ilrn11 rinn IIIc II 'i: '':' ''' 'I"Ir,r Ir n,rlrll,jln,ll, I!nr111rr rinrrlrnl„,r ,nrin, I,n,lnlrlr, , l��llll!Il{ijll„I.II,,.I{I!lilil!l,,I�III�III!f'�III�Il, .lIII�IIII ILII,,,,!!,.,,.,,ILMI,,.,IIl.I,.,,l,l.1f1lI.!!I! II..�IIfI.,,.,.!ll.. .Ijlil. llll�..IIII!lllillll..l..11l,,,.,,.I1I • .,jL,,,II,,jI„Irlll{i:;r,lli„ .,l,Ilrljr,,. .,,r ,.,r ,I, „ .,rr, ,llrrlr „r,!r„,,,,,Ir„r,,,,, ,•. ,J r .. a Y v.. .., ► r •w.. ',• •.• *G• *, zty s�t{ - w' 'f1. 'i 11' .:G? _-- 11 -61' -ab low I5'-0' I1'-61' Y . ' , •, �...—.. . • ` , • 60' X 60' •. IF ALTERNATE HANDICAP RAMFS ARC CALLED -FOR 6'-91 4'-9 4 -Or 8 -101 2'-if 7'-6# 7 -6 2 -1 8''-l0i 4_01 4 -9 6 -91 b LANDING Li� ON THE GENERAL ARRANGEMENT PLAN, UgE THE' UP POUR TIGHT TO METAL FORM in �D FOLLOWING DI MENSIONINC 9' 4' 9' S'-8' 3' 8' 9' :0''-4' 9' 3' 8' -- -5'- 9' 4 9' 9' 3'-8' �' POUR TIGHT TO METAL FORM L • 6' R (TYP. L.fJCATIpN X Y ; I 1 � FOOD MART ENTRANCE -'5 � lU' '-0' S''••^0' IST '�' c DOU$LE Rk ST ROOM ' - ' I I __ - - - rL� p ---- -- - ___. ___ -- - -.-- 5' -0 _ SLfJPE 1 r 12 =_- hJ 51 {It 4<I U• hl� v cu - Y _ 1y -- Z 13' STEEL CURB FORM _- - ^ SINGLE REST ROOM 5' •-0' S' -G' 6' -U' I4IN - `- NOTE, MINIMUM SLOPE = 1 r 12 ( ADJUST ' Z` 13' STEEL CURB FORM -- STORE ROOM • _ 3' P. V. C CANOPY DRAIN DIMENSION AS REQUIRED IF' RISE EXCEEDS 61 , HANDICAP RAMP SHALL CONFORM Ti'!A. D. A. I DRIVE PAVEMENT --KEY JOINT LIR EXPANSION JOINT \--,OPEN LINE IN CONCRETE ISLAND I` ' X Y X 3-SIDES OF RAMP. ING IN CONCRETE ISLE FOR CONDUIT, THE AMERICANS WITH DISABILITIES ACT 1�- `- VAPOR e, PRODUCT PIPING RISERS, TWO 6' GUARD POST- OR 4 r�RpDUCT - I2'x41h'.,UPEN NG IN NCR�TE -TYPICAL 16' STEEL TUBE 'OPENING IN CONCRETE ISLE FOR CONDUI T, TYPICAL AT EACH END STANDARD RAMP AL T E R N A TE RAMP CANOPY COLUMN VAPOR & PRODUCT PIPING RISERS OF ISLANDS - —FOR 3 PRODUCT - 12'x30h' OPENING IN CONCRETE SCALE --- NONE NOTE, -- �� -- ---" 6' -0' MIN, THIS RAMP CONFIGURATION I S TO BE USED ONLY AT ENTRANCES RAMP POURED MONOLITHICLY SLIP RESISTANT SURFACE WHERE EGRESS IS NOT DIRECTLY INTO THE PATH OF VEHICULAR ( STANDARD DETAIL) - CONC. CURB 2 DRIVEWAY TRAFFIC 68'-0' CAigOPY WITH DRIVE PAVEMENT -- SIDE OF RAMP LEVEL 12 LANDING ( FOR AL ERNATE METHOD SEE DETAIL BELOW) LEVEL t 6' 0 STEEL PIPE 68 ' — U " ISLAND PLAN LANDING FILLED WITH CONCRETE - 112' DOWELL 3' -0' LONG _. SCALE -- 1 /4' - 1 ' -0- KEYWAY OR EXPANSION JOINT _.� AT 24' 0, C. --�--- •. . • . STRIPE DECAL M392R • 40' -1' TYPICAL CONCRETE DRIVE - - --°r- (OPTIONAL) �_----'___-- -_ : PAINT TEXACO PAVEMENT RE I NF, ----r-`w - -` :. 17'-0• _-- - u'-61• • • • TYP I CAL SEC TI ON T H R U RAMP N31 VERMILION RED k 50Z H1. ��__ 0 6"-91' 4'-9' 4 -01' _8'-_11' 4'-01' • . • �/ PAINT TEXACO r - TYPICAL 16' STEEL TUBE TWO 6' t GUARD POST 1 TYPICAL_ H A N_ D I CAP RAMPS 47 LIGHT GRAY TYPICAL. AT EACH END i 6' F` (TYP,) -- CANOPY CMN OF ISLANDS 18+— �8, SCALE — NONE \, 1 • - _ � CONCRETE RE INr'ORC 1NG -- - FINISHED GRADE----,, / P. V. C. CANOPY DRAIN ,� — _ — -- ALTENATE METH❑ D . I LIN IN CONCRETE ISLAND CLAMP STRAP FOR VAPOR T- """:-*'T"' , • • -- — BALANCING PIPING - SCALE NONE PUMP BOX WITH END r' �/ MOUNTING BRACKETS U' • • 1 "RAD. < 1-PER PR-,DUCT) 3'-8' 4'--9' 9 -_5'-B' - 4, _9, VALVE CLAMP STRAP FOR PRODUCT PIPING - UN11 AVAILABLE FROM ' PERMCO' OPENING IN CONCRETE ISLE FOR CONDUIT, _ REFER TO G. A. P, FOR TOP - DRIVE PAVEMENT ( 1-PER PRODUCT) OR APPROVED EQUAL FURNISHED CONCRETE FOOTING VAPOR a PRODUCT PIPING RISERS OF GRATE FINISHED ELEVATION SURFACE AND INSTALLED BY THE GENERAL 1/2 CONTRACTOR, If FIlR� PRODUCT - 1""x;10h' OPENING IN CONCRETE -- "' ' HEAVY DUTY' GRATE AND FRAME iu AS MANUFACTURED BY 'MC KINLEY ------OPENING I N CONCRETE ISLE FOR CONDUIT, IRON WORKS' OF F T. WORTH TEXAS ' '•jell" °'_ M VAPOR & PRODUCT PIPING RISERS. OR APPROVED EQUAL. D �'� MOULTMOUNTING FOR 4 PRODUCT - 12'x4lh*OPENING INC NQ CRETE x 40'-0' CANOPY 4' P. V. C. OUTLET P IPE --- ` - 112' HEX HEAD BOLTS '® +- ' ,• -------- -- - - — ---'- -- --------- ;NETT METAL FORM PAN z 4 LONG 1-3/4 THREADED � LENGTH WITH NUT ?t 4d � '- O �� ISLAND FLAN �-- 'U' CHANNEIMOUNTING RAIL ' ., SCALE - — 1 /4' = 1 ' --O' PRODUCT AND VAPOR PIPING RISER �� _6, - CAST POLYESTER CONCRETE, CHANNEL SLOPE DRAIN AS MANUFACTURED T ---- BY 'ACO DRAIN INC' IS AN APPROhED4LTFRNATE SYSTEM, CLAMP DETAIL_ _ GUARD POST DETAIL, - _ SCALE NONE SCALE 3/4' � 1 ' TYPICAL TRENCH DRA I N DE T A I L- OPENING IN ISLAND FOR CONDUIT OP. V. C, CANOPY DRAIN C SE=E G. A. P. FOR TOTAL 'v 20' -0' _ _ _ - SCALE - — 1 ' s 1 , -O' VAPOR & PRODUCT PIPING RISERS LINE IN CONC. ISLAND NUMBER OF' GUARD POSTS) CANOPY BACK FILL WITH SAND HEAVY DUTY CAST IRON 2' -4 ;/? SQ. GRATE AND 13' STEEL CURB FORM 13' -0' 7' -6' —_ MC INLEY FRAME IRON WORKS OF tr t16 X 6 6 W. W M. / POUR TIGHT TO MC TAL FORM '1. _ I�• _6. _ M3 BARS CONTINUOUS \ ;o TYPICAL ALL AROUND FORT WORTH TEXAS OR , — �-- �� -- - APPROVED EQUAL, 5' 3' _ 5' 3' T____.____--_---_�..____ _ — � --- --- -- --- - TOP OF DRIVE PAVEMENT l — - TWO 6' GUARD POST 1 TYPICAL AT EACH END o 9' 3' -E', �'� OF ISLANDS r YPICAL 16' � STEEL TUBE - 28' -0' - v rAV A ?` CANOPY COLUMN --_�--_- CAt4❑F'Y 6 6 1 _0 6 ' ' 2��Q • _------ ' � _.._...- OUR 6 CONC, FILLED f-_. A4 BARS AT 7-1/2'-- 3• �. • �.—�— .r P. V, G CANOPY DRA 1 N 1' 0 ' - 8' -U -U � � 4' _9 ON CENTER EACH WAY , RTYP• INE IN CONCRETE ISLAND GUARD POST --4� - TYPICAL FOR EACH ISLAND • I" �� TYPICAL SECT I ONOF� CONC . _ ISLAND -'-----' YPICAL 16' � STT; L TUBE SCALE 1 ' - 1 ' -O' 12' X 41-3/4' ( 4 PROD, )12' X 30-1/4'( 3 PROD. )\ o � _ ' -r� I CANOPY COLUMN 1 TOOLED RADIUS AT EDG 6' ? -C] 1/c SQ' 6 { OPENING IN CONCRETEISLE FOR CONDUIT, VAPOR b PRODUCT PIPING RISERS. iu _ K4 BARS TOP R BOTTOM CONT. t' 6'RT �� - _ 6, 113 BARS AT 24' 0. C,-� --z TYPICAL DROP I NL T' -_- P. V C. CANOPY DRAIN 1' TOOLED RADIUS AT EDGE- �' E , XIN -4 18p MONOLITHIC POUR- ----� DRIVE VE PAVEMENT- -- ---. SCALE 3/4' " , 101 -01 8' -0' 101 -01 M3 BARS CONT TOP tl BOT T - �" DIVE — IN N ISLAND PLAN —^Y - - -� DRIVE PAVEMENT r o < SE:E G. A. P. F-OR ACTUAL SIZE j 3 I I OF PIPE AND DEPTH OF BASIN) SCALE - 1 /4' 1 ' --O' -- 12' X 41-3/4' ( 4 PROD. )12' X 30-1/4'( 3 PROD. ) �`'� o !~ / - �-, OPENING IN CONCRETEI SLE FOR CONDUIT, VAPOR 6 PRL1T)l1CT '. • I � �'' ° : 't• PIPING RISERS, cl - '— REVISION RECORD n • ,: MONOLITHIC POUR-- DATE BY — - DESCRIPTION w .; 3-27-98 TH REVISED ISLANDS ,.• h. ( SEE G. A. P, FOR EXACT ELEVAT ION ❑fSLAND AND STEEL CURB FORM) �3 - �� T� I V E - I N IS [- AND PLAN 1 -20-97 H_ DDED 8 0 DIVE IN ISLAND PL:AfV 10-28-96 �JR REVISED CANOP`' COLUMNS TO lEi'r SCALE — 1 /4' 1. ' -O' REINF ORCED CONCRETE CURB DETAILS --�— ' REMOVE EXISTING CURB ----- ----'- 7-31-56 JLT EVISE GUARD PAST JE7AIL REMOVE EXISTING CURB AND GUTTER SCALE 1 ' = 1 ' -O' 3-29-96 R V' D. DIVE-IN ISLAND TO 13'--�W,�x$� ``�• AND GUTTER WHERE EXISTING -- - KEYWAY FOR CONTROL JOINT OR 1-23-95 OBP GENERAL REVISION NOTED ON THE G. A. P. ROAD SURFACE '- — 03 0 DOWELS 1@, N3 BARS AT 18' 1/2' DOWEI 36' LONG AT 36' 0. C--- REDWOOD FOR EXPANSION JOINT 5' 2-8-88 RM HANGED TRENCH DRAIN DETAIL /� O. C. EACH WAY ( WRAP ALTERNATE ENDS) - •- �� "� `'• '" EXISTING{-- -- E3' / LONG AT 24' ON CENTER REFER TO SPECIFICATION MSUS-9C FOR 10-8-85 RM GENERAL REVISION ROAD SURFACE BUTTING OF CONCRETE TO ASPHALT 1 1° 3' 2' - R3 BARS AT 1H #3 BARS AT 12 O, C, EACH WA 5`3+E3�- RM RE DRAWN _ 0. C. EACH WAY I' PAD I US--" \ _ /4 FINISHED EDGE • �p AIII T � TNTC MUM=1QSN TIM It TClrt�l m S3 rc_.._-_.....,..,,' +ri • ' ASPHALT OR CONCRETE ----- '� ��i��=a mt • -- vARlES SEE G A, PFOB ELEVA7IQ • - 1' -6 1R{wn {�>N�It 1 DRIVE VE PPVEMENT -- !rl{L {�1R --- t_ _ — « MMl>�1Q KDT is I I Y I �1 T W. 1. A - ,D r -� • t"m nos 1�1MlR. I r/SA3111" val iA r{RS4I IrN� i ICt1fS{CTiOr! " Taj T!S{t Ri 11t 9Il( 1� . 'i,.-� — •, _ �_ .• • • 1 1�AR IES[ C1rImC3L�' M/t1�1A'!�P li]M� W. ' '� Gam-.._, n .. , � 'r -- •� � f` n �. , _._ i +i^' " y h �"f� 4;z_� __ O T R M A2-A3 BARS 11_yARIES fly GO 881 CI)NT INUUtJS -_ 5-tt4 BARS !/2 rrx�l�a RtrnaN� wwxrrN� r+c. ;' r" •� CONTINIJOUS- - - N ARILS BY C MARKETING EN61NEERIMG vz 2-I03 BARS 43 BARS AT 3' 0' ON CENTER 3-#4 BARS AT RAMPS ttr3 BARS AT 24' ON CENTER " s CONTINUOUS cwu #3 BARS CONTINUOUS TYPICAL DETAILS SEE GENERAL ARRANGEMENT PLAN FOR SECTIONREQUIRED BY GOVERNING CODE WHERE ( E Xf•'ANS I E'N JOINTS SHALL. RE 30' --0' D,MAX I M1JM) PUMP ISLANDS, GUARD P�IS1'� ' • � 4" �' • '��"� APPROACHES MEET ROADWAY, CONTRACTOFSHALL SECURE DRAWINGS AND DETAILS HANDICAP RAMP, STRIP DRAIN, ;; h11�r 1y, ;* 1F REQuIRED, FROM GOVERNING AUTHt_3RITIKSGARDING APPROACHES PRIOR TO CONSTRUCTION CURBS AND CONCRETE PRVI� 131-411999-00526 _ T NF- r�Nc . CURB AND �uTTE � MEC 2000-00004 SECTION AT APPROACH CONCRETE VALLEY DRAIN DETAIL TYPICAL EXPANSION JD I N R' E I _�_ C __�� _._�_ r SC+aLE A3 Lu 11834 sw PA( Irlc I Iwv a - _ _ -" A T DRIVE PAVEMENT _�_ DRAWN BY R. METxR =: SCALE — -- 1 ' 1 ' -O' SCALE 1 ' 1 ' -O" DATE 11 ~I r K < :�Ai' SCALE 1 1 O -r- - -- �— _ - CNk.CK D Y PO 12 of 62 SCALE 1 ' - 1 ' O' APPROVED +o• SI�� ' i•` M 4 4, i pg arr' �JR •�r kf� �'' _ _ ._ _ ,...» ._... _. - . . ... a.,.. • _ . t k.tet+ ,• !iS�rL lat .. _ ' ..�..�' ,w►.-.w. ..,,,—r..w.w.....,..,,,,..•►o4.arw.,...u.:._.».a-.w..,.-...w.,4wMM+'.«..«.___.o......-..... .,_,....-....w•.,...rwi.••-- .....—,...nw....._.,..., ... .. . ..., ..,tea.,.._r.... .r...,._ ... ........ .. .-... ..-. • ...t,<....._.f,u _ ...r. ..i.. .r.....r... ., . r A -.. .V_...1•.+..w4-wMr.•+r.. -- u.w.r...a.r..a.vn..,.-.... If this notice appears cicarc? than the 2000 +, document, the cloruntcnt k of nim-9inal gilalih. Illll'i 11) I I Ill(•(! f!I � r I ! !l ; ► I Will I � I' Ill I it rlrili� lri , r ,i I ! ; ; I t I I : , Irir;i . I tai I�I I I I , I� I i itiliilijiil{ I � i i I l I INCH ' 'mmw IN CHINA _ _ w—!U- (I_ _ t •, c s s r r to r� rT ?3 >! - TF >li � r:. ili Ii II{ I 1{111{ 11{ liill I it II{I liiilii 111!{1 !111'1N!' 'iliillf'ii;1;1i'f'ilil li' 1" ''{1{111 ilrrrll tirnr r ri rt 't:'1' "(;"'i' ttl:rrrl r nrrlrnt rnl r , nlllnrr�rnr renin nr�u !„ , „ llllllllillrrllrll„L!IlII�,,,,,.1111111,.,IlIII,. .,LIIir,l,4111.. ,I ,,,, ..!!Il.,.!.,I111, .1,. ,I!!,. .,,.i. ,...!..,,..!i,!� ,!ilfl!i!{)I!.!LIEtI!Ilnin,..,,,1l...,..,stl,,. ,,Iil„Itlfl(I...r.Ilrrr',.rrlirl� ll.,.r1,lil,,. ,,r..rrrrlrrrr.„1111„.,,rl11111!r„1,!„ • .- ��g- �, t,�� ''' f .�. -ti _..r �•y� ;t ..'� �,�, Y. wI-;f �, •'� F. _e ._t6, �-�.,., Y 1'i3•�S <� r• 'ry,,•, -i ., r. ' ',• .'eir1 •,i..� W IN THE EVENT OF TANK REMOVALS FOLLOW F U E L- E Q U I P M E N T S P E C:; C A T ! U N �' THESE GENERAL TANK PULL REQUIREMENTS _ _ L _S_ r TO ASSURE PROPER COMPLIANCE WITH - � E . P a - REQUIREMENTS AND CONDITIONS � DESCRIPTION QUANTITY & SIZE SUPPLIED INSTALLED MA'IUFAC. MODEL NO. REMARKS t, _ -�� --- 1 HEAL rH AND SAFETY PLAN ON SITE AT ALL. TIMES. _ —_ _ _ E X I S T I N G E Q U I P M E N TM--- EXISTING ( ) 104, - GAL ( )- SINGLE WALL FIBERGLASS l )- STEEI• 2. VERIFY THAT UTILITIES AND UNDERGROUND HAZARDS UNDER GROUND FUEL STORAGE TANKS. ( )i'o GAL ETR ETR l )- DOUBLE WALL FIBE,RGLAbb ( >- COMPOSITE HAVE BEEN LOCATED. ----- - - ---------- - . -_ -_ ---- --' - - -- - -- -. EXISTING "SINGLE-WALL" FIBERCsLA66 PIPING SYSTEMS SHALL REQUIRE 3 INSPECT TANKS, LINES AND CONNECTIONS FOR EVIDENCE OF EXISTING HIGW ( ) EXISTING HP F.E. PETRO VAUT "ELECTRONIC LINE LEAK DETECTION" AT THE TURBINE. EX16TIiNG IGH OUTPUT "DOUBLE-WALL'' PIPING SYSTEMS REQUIRE MECHANICAL LINE DETECTION CORROSION FAILURES. SUBMERSIBLE TURBINE PUMPS "--- -- ETR ETR -' - - ----- - -- - PER SLE-WALL" PI ON THIS SHEET ( )- P150611 (STANDARD) ! ) EXISTING 1-1/2 N.P. RED JACKET ( )- X3Pib0 (3 STA(xE) 4 COLLECT SOIL SAMPLES FROM BENEATH FORMER TANK _ l )- X5PI50 (5 STAGE) LOCATIONS ALONG PIPING TRENCHES AND BENEATH DISPENSERS EXISTING — - -- — -- -_- ' DISftNbf,ft. AhQ 6C�r_EboQj310 MANUFACTURER, 5. FIELD SCREEN EXCAVATED SOILS FOR EVIDENCE OF O I-PRODUCT O VAPOR A5516T ETR ETR CONTAMINATION, AND SEGREGATE CONTAMINATED SOILS l ) 2-PRGDUCT SI 3-PRODUCT O SINGLE HOSE " l J 4-PRODUCT ( ) 15LENEIER3 I 6 COVER CONTAMINATED SOILS WITH VISQUENE FOR ODOR AND - — - - - DUST CONTROL N E W R E I R O F I T _ E Q U I P M E N T - - - -- — — --- - - -- - _ _- MECHANICAL LINE LEAK "-- DETECTOR MLD (GASOLINE) FOR USE WITH DOUBLE WALL FI5EWjLA56 PIPING ONLY 4 7 COORDINATE TRANSPORT AND TREATMENT / DISPOSAL OF CON FE PETRO MLD-D (DIESEL) CONTAMINATED SOILS. ELECTRONIC LINE LEAK ( J -- -- - _ - --_ DETECTOR USE "WPLLD" IF NOT USING '✓ARtABLE SPEED TURBINE PUMPS �i t CON _ 8 PREPARE TANK CLOSURE REPORT TO SATISFY LOCAL AND STATE 11=EDER-ROOT PLLD - SEE S1aEET FS 10 FOR U9ACair Sc,NEDULE DETAILS-r-- � .• REQUIREMENTS. CONTAINMENT 6U"P5 (WITH FLAT BOTTOM� (4) 48" DIA. 4 48" DEPTH b� IF REQ'D.) W/ 34" REDUCER 4 LIDS CON 36' MANWAY USES 34 RISER-REDUCER AND 34" LID. (WITH SUMP MGUITING RINGS FOR RZER AMERICAN CONTAINMENT /E_RIFY SUMP DEPTH. „1 9 IMMEDIATELY NOTIFY OWNER REPRESENTATIVE OF ANY EVIDENCE �` t �--- --- - --- ----- --- -- -- „ , SUMP MOUNTING RINGS l ) - DIA. PER RISER SIZE - _ —__ _- ------------ __--- ---__- _-_- ---__-.+. -- --,__- y, OF A PRODUCT LEAK, INCLUDING SOIL CONTAMINATION OR HOLES ' CON ENVIRON I IN LINES OR TANKS AUTOMATIC TANK IN',/ENTORY MONITOR / IN-TANK INVENTORY PT30115ES R9 232 A ALL INPUT/OUTPUT MODULES - LEAK DETECTION SYSTEM ( ) ( ) SUMP 5EN50M (TYP.) l )COMMUNICATION PACKAGE AND CON VEEDER ROOT 7LS-350 ( ) DISPENSER PAN SET467R SOFTWARE MODULES ( ) MPP.-S) DRY 6FIAGE AIWUI-AR SENSOR ( )PRINTER e ' ( �C13CIRMIN.ATWa (NCN-&XIU STATE) (SYSTEM TO PROVIDE PC381TIVE FUEL � C ) IaUTDOWN RELAI"S (FOR SHUT-OFA UPON LEAK DETECTION) ( ) MONITOR WELL. SENSOR S REFER TO SHEET FS-10 FOR SYSTEM SHALL INCLUDE ALL REQUIRED CONTROL MODULES, SIM., i VEEDER-ROOT STANDARD INFORf'!ATION DISPENSER INTERFACES, INSTALLATION KITS, CAPS AND ADAPTORS, I - -- 36' DIAMETER - -------,.--- -`.OW __.-__...FI --- ------- --_._- ------ RELAY►`FORD DECOVER ►.1 GPLNOCK GASKET, PULL SUB R1MP MANWA7 ( ) , WITH LIG BER L TE FL-36 HANDLE AND 9 SKIRT. (WA ERTIGHT) PIPING SUMP F'ENETR.ATION l ) 3" DIA. 3" DIA. &PIP PENETRATIONS OF ( J 2" DIA. CON ENVIRON (3") FEB-6300 PRODUCT, VENT OR vAPOR TALL SUMP PENETR,• ".!r-,I45 (2") FEB-6200 MUST BE 90' TC SUMP FACE TYP-) CONDUIT PENETRATION ! 1 3/4" DIA. _---- - -� -� --- TO !SEAL PENETRATIONS OF I SE's- FOR ' ( J 1" DIA. CON ENVIRON (3/4") FED-3015 ELECTRICAL CONDUITS TWft 5IMPS. (1") FE15-31([0 4i1 FILL PIPE ADAPTOR 4 CAP l ) 4" X 4" FOR PRODUCT FILLS ONLY. (TOP SEAL CON OPW ( ) ADAPTOR ■ 633-T-8016 CAP " 634-TT-1065 FILL PIPE DROP TUBES WITH -- ( ) 4" DIA. X 16' A _ 20 AT FUEL PR.)DUCT FILLS ONLY. v _- "O" RINGS. CON EMCO- WHEATON (AI100-05(p) !ALTERNATE.' �- POSITIVE SHUT OFF 19 REQUIREG.•' --'- - ---- ------- __-.___-- -- -- -J 3" X 4" OD STAGE I VAPOR RECOVER!' AT GA30LiNE PRODUCT STAGE I vAP(.'R RETUsN - d�° l CON OPW ADAPTOR Ibll-AVB-1625 ----"--- ---- - -- w .j ADAPTOR AND CAP. (GASOLINE) a "y GAP • Illi-T-1085 .• 4 STAGE 14 II VAPOR RECOVERY ( ) 4" X 4" X 3" X 3" TWO POINT STAGE I ONL't' W/ TEST PLL'.Ca VENT EXTRACTOR A95EM5LY (TEE) CON UNIV7"F28AL V421-3030 AND NIPPLE CAGE REQUIRE(;. BALL FLOAT VENT VALVES l ) 3" PIA. AT GAS (3") 38-301118 BALL FLOAT VALINE VENT SHALL HAVE ( ) 2" DIA. AT DIESEL CON UNIVERSAL (2") 31-20 BLEED HOLEA50% CAPACITY LENGTH. (CORROSION RESISTANT) FILL / VAPOR RECOVERY MANHOLE ( ) -PRODUCT FILLS -- -.__,_ - --- -_ INDIVIDUAL 5 GALLON: BELOW GRADE SPILL CONTAINERS - - - i" y.. " r p, 4R + WITH 5 GALLON SPILL CONTAINMENT ( ) _aTq« ONE V.R CON OPW 101 BG-2100 WITH PULL DRAIN VALVES FOR FILL AND STAGE ONE VAPOR - RECOVERY RISERS Aw FOR ANNULAR PROBES AhID ISOLATED MONITORS. }I- INSPEGtION MANHOLE WITH LIP. C ) 18" DIAMETER (WATERTIGHT)) ;3 HT) (WITH CON ONI 1025 t VENT LINE FLEX CONNECTOR 4 l )FOR 3" DIA. PIPING 3"-FA3X30X3Gx3F FLEX CONNECTORS BELOW VENT RISERS SECONDARY CONTAINMENT l ) FOR 2" DIA. PIPING CGtN WEAVER MANUF,4CTURING 2"-J-2X30x2GX2F FLEXIBLE ISOLATION JACKET ____—. .__--- .-- -_ I _. --__-.-- -- •-- --._-.. ------- ---- --_-___ _____ ____ "'':- • �~ >;x ' ( ) AUSTIN Er�INEEl41NG AROUND FLEXIBLE COM4ECTOR5 BELOW FUEL DISPENSERS CONI I F.O. FLEX PRCTECTOR ;>l . OR DISPENSER CONTAINMENT SUMP BOXES l ) I-PRODUCT 011111 DISPENSER CONTAINI'IENT BOXES ACCORDING TO DISPENSER ( ) 2-PRODUCT IC" RETROFIT MANlUFACTURER 4 MODEL. (RETRt'�FIT SHALLOW BJXES) T CON S. BRAVO °v`STEMS, INC. 4DUCTSERIES! U: ' OPW DBL -POPPET SHEAR VALVED. 4 STAGE II SHEAR SECTION 4-PRODUCT - _ __ - - - - --- ---- --- ---- - --- AS -LEp VY C..)N, IN SAFETY SWEAR VALVES ( ) 1-1/2" DIA. (PRODUCT) - `-- - --- .: ' (DOUBLE POPPET) AND W/ DISPENSIER CON 10 B1MP-15830m (PRODUCT) RECIUIRED AT ALI FUEL DISE-FNSER, PRODUCT AND VAPOR SWEAR 5ECTION6 ! ) 1-1/2" DIA. (VAPOR) BOXES OPW 60VP-1001. (VAPO ) VAPOR CONNECTIONS (SUPPLIED W/ BRAVO BOXES). VENT CAP ( ) 3" DIA. FOR MANIFOLDED VENT L'NES * 12'-0" AF.G. MIN OR (GASOLINE) CON OPW 523LP-3203 3'-0" ABOVE ADJ. 5LDa8 ( 3" W.C. PRESS./ 8" WIZ. VAC) (MUST BE C.4•R$ APPROVED) VENT G/1P l ) 2" DIA. (DIESEL) CON OPW 5231_10-220' REFINING AND M1IHKETING, INC. FLOW LIMITE"REAKAWAY DEVICE J _—�-- - - —� --- --- - FLOW LIMITER TO 10 GPM W/ RECONNECTABLE FOR DISPENSER NOSES CON OPW bbFL5-0300 BREAKAWAY 'WHEN REQUIRED) _.._.... -. rI PRODUCT IDENTIFICATION TAGS W/ ( ) IONS FOR EA. TANK) -- -- - - - --- - ----- -- PRODUCT NAME AMID 50% OF CON Opw 101 TANK VOLUME 396 South M11I Ave. TANK BOTTOM PROTECTOR J — - -------"---- --- - ---- .-...___ _- ------_-_----_ _ Sults No. 301 ' GON OPW 6i-TP TMVa, Arizona 88281 T 602 894.4637 FIIDERGLA88 TANK RISER _ — F 602 894.1638 J ( ) 4" DIA. CON CON OR www.mfohitoktoA,00m _ SMITH - -- .__ ----- -- - - ---. __ _---- -------- -- - _ R E Vi SIONS L x CONNECTORS (W' SWIVEL ENDS AL ( ) I��"• M. x 2"♦ F. x 24" TELEFLEX OtCDER 6" LESS THAN TAMC BURIAL DEPTH. Ho DATE 11[v#m AF11d11, CONNECTIONS) ! ) 2"o M. X 2"• F. X 24" CON OR -- � i l J 2"# M. X 2"0 F. X 16" HOSE MASTER NPT THREADS AT EA. END. 80ALE NTT DRAWN /Y - �.....- - OFtIlOKED tiY GOL � No, JCSIAbNO. 'ItftNTibJCjl3�NU BER FUEL SYSTEM RETROFIT DRAIMONGS FOR COMPLIANCE WITH 1998 (E.P.A. CODES AND REQUIREMENTS FC7R EXSTWA NOWC )11` t'" !"INO LOC�ATIORil9 WITH EXISTING INDEX MEL STOR 40E TANKS, `--_- PIPING AND DISPENSERS, Lk4LES8 OTIEyWeE NOTED ON URAW'NGB. 111 I P 1491)-00526 N ---------- MI?C 2000-00004 11834 SW PA('IF1(' IIWY A` 011AWM10 NO. MrERT MO. I'(i I of 62 TX98Rf S2 R -TS -- 2 1 yy,, '�jr r M '' * J'•�p I ��i *., Yd.i, �y'f' V t ''� ,1 ;, ; ' '° 'y�'1;,1.„r(, 'r` i "stKYe l M A k � � yy A' S (. 4 ) � I r " , .-. _. _.. ,. i .i r•c riyBN,.t„.,:- .- yr r �x•.._.,. '. .,d.-�,. .:.-.. N WWIIf this notice appears cicarer 111;111 IIIv JUN 02200 dacuntent, the document is of marginal quality• Fllir -ofilmcd 1 f{I !1111{ ill ! '► ' I ' i ! I I I ( III I'1r I I I I 111111 Ili Iill ; . 11 Ili ,,, I I I ii III 1 i il� i i i•iiiil i � : Ilillii � III, 1 ' I 'I 'l i , '; ,�I ' : �I11. i !iI I if lil 'jlf• III I I l ( l i l I, !'lij j l IIK:N MAGE IN CHINA -- I 1 _ �i 1 rtN Hi �' � y' I! !I Iw!! III 1111 I sill iii! 1 1111 ifiiii Iliili illi'liiiiiiiiii iliiiiiilii iiiil'li I 'Ilii'iiiii Iii I”i''Iilill 1I Itt It tlt,lt U I t ttt111ttt)nt,l n tlt„ ntl„1 I t„ , ,, II IIIIIIIlIIIII!!IlII! !!i I , ..I fl ,r,l,llll! ..Ili..„1 ,111 ! l.,,...lIII.,,,..IlII, ..I.....:.,..,I. ... ...,....,. IIII.:..i... : ,:..1111,1 ..., ! ! �' ,,.• I. .! .1If.. . .fl!l,.Il.,li,ntlfi►li„�tiil,,.,,,llltll„ .. nY:±r�•-".^.1.H4•yr,�- �• �... 5 fC • _.__.-.-..__.._.____..--_.__.r._-_-__._...__—__ _r-- .-_r.._.._•.__-�_._ ._�—_�.�w. —w_ __.,._-_ .__._ ____._-___-.-� _�__'.-_._ -__- ._._._._.. .. .._.-__._...__._`-.-_.�_.... ....____.-._.___._- �.__ •.__�••_•.a..._._.w- _ -_^_MIS-"•__.__ V•'n^ w.w_. , t SMALOC ITl1NE8 N Tf uA IN 1}-I Lp�. IITI E TANK LL BE \ISN PER LOCAL REQUIREMENTS, DESIGN ENGINEER MUST MODIFY tX�X- X ��"7'`,7 STAGE II �'Fw i v�NNT � ^� DRAWINGS TO MEET ALLQUI LOCAL ORDINANCES AND REQUIREMENTS. -- TRUCK STAGE I VR 1 •m 'lti° MIN. FIERR p __ _ 3"0 STAGE II TAW FILL ® DESIGN ENGINEER MUST MODIFY DRA?nNGS TO MEET THE NEEDS TYP. VAPOR RECOvER'Y PIPING iv OF THE TEXACO ENGINEER p SatGNR fO THIS PROJECT. ALL �� - -- -- -- - -- --- -- --- --- _ _ - `�I S CIFIC CRITERIA , HALL ~ STANDARDSDRAWINGS,D IN ESE I ANNULAR MONITORING WELL I 1 AGE MONIT,>R LOCATION ' (IF R>EQUIIRED) PROL-`UC:T PIPI I - F�4 o I I I ! TUR I T fl I I \ 4 bill P f FU 11 L FADE -•+- -3"# VENT/ VAPOR RECOVERY PIPING $TAiGIE 11 VR -- TRIYLK STAGE I VR -_ - -'- -- T FILL � •• '.. �•' '31.1 , •,IITG o - 18" C'A. wATERTIGNT t1�; ---4'- LONG ARS ANNJL_4R SPACE I "''•AN1•+CJ_.E FRAME ANG000 w/ CxAj<ET5 ANJ 3CRE-- � FOR COMPLETE TAW TOP PAD �� REPLACEMENT AT EXIST;,4G LCTCATIONS _ - WITH ASPHALT SITE PAVING, t' WJCLI'1' 2'-V MIN_ \ WIDE AROtk4D TANK TOP PAD AND FW.OVIDE ASPHALT PATC 14G TO MATCH EXISTING PAVING TWICIO';ESS AIAD 3RADE6 lo o ----d'-m" L '14 BARS ON NEWLY COMPACTED SUBCsRADE MATERIAL. Se ,u,� B'' . 4-SIDES (TYP.) -- - - - o lo r 4 / '. 4 1 CONFINED _`�PA�F_ AREAS:_ -THE SUMP AREAS ON TOP OF THE TANKS ARE CLASSIFIED AS CONFINED SPACES PER O.S.H.A. AND HAZARDOUS AREAS AS CLASSIFIED BY ARTICLE 514 OF THE N.E.0 GREAT CARE MUST BE TAKEN BEFORE ENTERING OR PERFORMING SERVICE IN THESE AREAS. ANY PERSON ENTERING THESE AREAS -•�-- - 3"# FIBER6LAb�' v/ENT PJ !NG MUST FOLLOW AL1. O.S.H.A. GUIDELINES AND RECOMMENDATIONS. �— -- -- - — -- __ --- -_ __ P---�, IF All �i, -.4 N.T.S. � 18,237 1 'TANK HOLE W/ EXISTING DOUBLE WALL FIBERGLASS UNDERGROUND FUEL STORAGE TANK PLAN OKGO� " RETAIN EXISTING FILL PIPES ,\ .-. •EX15T'+vG �Y A. 8 REINFORCED CONC. SLAB OVER T4-4KS 'IJ'' " BARS 491TE PAviNG s 16" O.C. EW. FIROVIDF_ I/A" X 1-1/2" CONTRO,_ JOINTS -3E'' - wATERTI�+T 1,ANW.. RETAIN EXI$fING MON!'C R — EXPIRES 12-31--99 s 1m'-Id" C.C. MAX. SEE CONC. CONTROL JOINT PLAN A 50A- \. 5UB �•" fp t P4^e'E i�.�.. •�� , A. moi' }��rr• • • .• .. Y•_., •• •. _ -^ — .`. — • • • ' • a•� • .• .� .• ,. .• a •' 1f1, • l� ... - I •' '�•. ., •,� • •r • �. �'. jam'10 - A Lill- RETAIN EXISTING REFINING AND MAnKEtI MONITORING WELL F�; vU a= t- v4 A �2, ._.__ - ►-, ,E b 40'10 CONTAH-MT ! M j . W1P W1 LID I d DIG AS QV L,IT�EGTO�R' "'P ._ -'INS ADAPTr'R 'rT J VV I GW L I I 3 '.•I�._ ' ' �- �i I f,. .:,eco BCT'"OM ^ !'1 !� I `tet 1�1Nus �'c III �' 4 -1 , f { e 1 I •..-_'•! 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DATE ►Itwom AMY. I- ( !� �� I i l it I I 11 : II ; ►! � II ,; NIN TH ._.—...._. ri L I •I .o !� , I' I' I ;� I , + , , 1 �I I• I E lc�►-+TN — __.._._. IFT _ L - - I 1 I I I _ NOTED ORA" BY f ! 1 I I I ! _ I - LIFT ------- `'�I I ! ( I I I I j _ _ _ A DATE ottrIMID BY Cs�l. �•v �-� ' 11 ! I I I r.E C J V Irl�L. 'RiA 14N I I !I ! I I I, t! 1•, ro�i •, - .—.� 120 J• r t= .}I S, ,P `v � � " ( I � ( � � I I I I 1 ! a'`.� �I XTN _ _ �_------- — � d Joe ND. __�_ Be. NO. """'..r..r..., ..... ta!• I ... + I ( ! k t� w_, PEA GRAVEL TO M I _� , » � ,�. I ( I � I .... I I I I I � I •.►r3 ,. "� LIFT " INSTALLED IN 12 r� 1 ` [1v s, .�1 �! 1 4 ( ! li I II , I I 1 I 11 I ,ti I /."�" °i'' a .► - LIFE'S (MAX-) 2nd , -- !-_ _ I �' ( 1 1 l 1 I I �t ,•. 7 •. FIFTH F I I I I _._ 3rd i 461 LIFTS l EL SYSTEM RETROFIT DRAWINGS - _._., f � _ �.;f , I 11 , III � I , f 1 � I { , I (, • I .�,� .,^ I � I s I _ I a • t,1r� a. l i I ! I I , �! I ( ` 1 ! ! I F. i •+11r, r��{ ,r O j LIT I g „ BE "WELL ROL�tDED .a� d ,F , g ,! ! { II , FOR COMPLIANCE WITH 1998 'E.P.A. ; I ! �� r rM�i •' � i I � ,I � I I , {i I + I i I ( � I I I i � I �i� r,► R�tr "�"�.�.�.'�" AND t11A$1-IEi� PEA ` . .,rt � ! i I !� � I t i I � V ! �•��, •� t I a �, � �: �� GRAVEL ITYI�aREQUIREMENTS ': _. 1 � +r• ,, � 9.� !_.., I I I ( I ! r i • A Fa�rrH CODES AND I ' I ( _ -- I �te ._ ,I,IT• , rj1 � � 1t+, .," e• - �•_ ._ _ `, ._. �; IIrg�;l_ ., ,' LIFT ._, I----f I Y4'. -- 11 .. �,' �.. , .. .. •�••• -� ,�"•o - s ''' �a � d^r �•r_ -.11. I • . �i'•.ry•r.. �_i _• —��. •ell �� '.► r • f IN •* I � __.___ _...��._.....� I I....—.... I.__� 'r• _ � � 1. •„71v h.;v /. �. '� .. �.•�. -•n p o •�,• .M h • •• '• t• • • o N• e• t��M r � r� e• �' /,7�.�'r�. .. , .IN►r, '}moi, .°f'•��fl��.►:r ♦ r r� .b �1 •A TY I� •�' I r , o rt• P h t .► rel �9! f? �' r b --'.'_ N► °► ',1 •;• � ,• '}�r;9t .b.f. •w y►A" Ii ;N '� �'. •� l u h ry_y, .,.' � o ap ► •! r Alu • M( .e. 8• �+ I I.s+_. 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SFIEOS _....-..._.. - -- �, Cali'►•IERAL FSI_•�41`I+lb BY ARC:H1 T'EKTON T 1 (� ,/� F I' —0IFIED FOR THUS APEGIFIC IN6T,4LLATION I /\ �J "`t' R --- S �• t ' BY Il•l�Cil DESIbN._ - ---- ----- ... ..-_ ...,+ -,...._.w.r .. »...,.....11.1_.....w.. .. .....k.. .L. �il,,.nn++,=+.•M•+r.►yew•+"+�►��••�..•+...'f�.+.....«•N-, �.� .. _ �w«....ann.w w�i�A•twwr..Mk+1- � �f v.,_.. _ -. .. ..............•rw...,.».,,:,... rww,-+., ..,.,...—.... _� ,_..-_ ....... .. 1.'b`_ ._ ._ - ._ "t If Iilk notice appears ch aver 111.111 111e JUN 0 2 2000 dtictimeW, the document is of nl;trkinal tluaiil�- 1111CfOIII111('(I r II 1 ! I'I ! III I I (tJ 1 I ! ►! 11111 ;Illi ! ; ' � 1 I I I . ! Iil lill ' ; lll .11l ij! !jililill :! I !jl I I'jl I{! I ' �! 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J,, ,,, , ,,,,,,,,,,,,,, ,!... ._! ! 111..,!I!..,,,In!Inl+ l•..,,,,I,.. ,.•111,11 „1111,.1111I111111I1I,,.,rllli,l'1,1!1![111u...111111111111111• .1111111,111[11111!!11 1111,1!111111111111, r ;I I �. c., ! - ^k'LY+t✓ ,r h, .e" " — p rr :r- .#t�.. .,,,w.. ,y, .,e- • y�._. �'*' �A '.�';'.']� rt i. .e^ ,. •-q.<.s .T. .,ire' ry - -'� `yp8'^T '. �yv 4 T, M >.+� t ...ewe..-. �.._._ ..—.—.._-_„—^'O'Alw.'�+' �•••�.�.�r• —_ _ _._ —__ ...z.._..—« ........M1 5U8 PUMP 2"'x24" FLEX GONNECTORUS __ 48"0 CONTAINMENT SUMP .y ,�', .. a y,3 ;_` •�w� � �: '. ��-� W/ OFFSET RI6ER REDUCEI OVER FILL / SPILL PIPING PENETRATION -- .�J AND LID ' 5TAGE I 'VAPOR RECOVERY !� CONTAINMENT BOXES • . =A . ---� �. �"'- - Ci BOOT 0 ADAPTOR t CAP 0 GASOLINE TANKS QQ -- \ DIA. WATERTIGHT f"1ANHOLE, FRAME I PRODUCT PIPINCs ----- � � LID W/ GASKETS (1) FILL. PIPE ADAPTER / SCREWS. i8) 3" m FI5ERGLA55 STAGE II---- I I AND CAP EACH TANK, VAPOR RECOVERY\ LINE PRE65URE TEST------- - Ak- SEAL OFF _ � (MANIFOLDED)) 0SYSTEM --- -- 0 SUB PUMP TURBINE HEAD 1,4" 5'l-P"ON (ABOVE) - -- +►----- 3(a"� MANWAY, FRAME ,� 4" DIA. FIBERCsLA55 ° p AND WEATHERTIGHT COVER WEATHER PROOF ------ --`-�J RI5ER ! W/ GASKET AND SCREWS. JUNCTION BOXES -- —2" BRA55 BALL. SHUT-OFF EQ UR IPMENT a_ ANNULAR MONITOR 1;4" TANK 1"EST cBELOW) ----------- - VALVE t NIPPLE (TY'P.> '-- - SPACE MONITOR, A5 REQUIRED OR '-----MECHANICAL SUMP PROBE �� _ � _ -- --- ---__.___ o �- ,� PRODUCT LINE 3/4" PVC COATED----w---� MONITOR AS LEAK DETECTOR RIGID GAL V- CONDUIT j _ RE l _..,. FOR ALL TANK MONITOR �� (SEE 5HT F5-10 FOR --_- RUNS ELECTRONIC LINE LEAK DETECT!ON DETAILS) N.T.S. N.T.B. I 1 SUB PUMP PLAN 3 DRY ANNULAR SPACE MONITOR / INVENTORY MONITOR PLAN 11 FILL RISER & STAGE I & 11 EXTRACTOR PLAN __._ Fd5 F85 (REFER TO SWT. FS-A FOR APFRZOPRIATE LAYOUT LOCATIONS) F85 __ 17 OVER F,"L / SPILL 1"t -- MANWA`r" AND LID 9 L CONTAINMENT BOXcS CROWN AT ALL---- 112 �- WEATHER PROOF P CROWN AT FILL --- 12" _ �. MANWAYS, TY P- XES (TYPICAL) It'd`�TYP.) �' _ _ ; I' t P.) -- _-�_.__ BOX COVER (TYPJ •— ,r- . . --- UNF UNION ''` -- - :r a 4 TYPICAL) MEGHANICA �V Y SEAL OFF (TYPICAL.)— PRODUCT LINE LEAK ' r "� p ° �''3 BARFi 12" O.C. E10. DETECTOR C4 -_____�___ _ 3/4" PVC COATED -- .,,,� � e 4" IA FI A PEA GRAVEL BAC_'KFILL TYP.- ° I tt I ---03 BARS 12" O.C- E W. RIGID GALv- CONDUI D BERGL 55 ¢;,�� •q o X 48 CONTAINMENT SUMP FOR ALL TANK RIMER o 0 4 W/ OFFSET RISC '—� -- PROVIDE SPACERS AND MONITOR RUNS, o� 00 REDUCER t LID - ATTACH SUMP RISER TO - - --- -- - _ I MANWAI SKIRT (TYP.) THREADED - DRY ANNULAR 9 0 COUPLING --- SPACE MONITOR, _ Y I I AS REQUIRED ° ;/r 4 G Lv. STEEL RI„E14 (WRAPPED) 3/4" CONDUIT TC? 3"m FIBEL,GSS VENT/MONITOR P ---- --- -- �,, W/ DROP TUBE AND STAGE I ' PERFORATED— __---- -- I PANEL --- I STAGE II/VAPOR PVC SLEEVE (TYP.) <MANIFOLDED) ! ' I (DFUEL STORAGE TANK -+-_-- CONDUIT PENETRATION(LI) �� - - - —� T^�-- BOOT (TYP.) VEN1, 6TAGE I AND STAGE II APOR RECOVERY EXT�;AGTOR_ - I DROP TUBE SUMP - M f SUMP LIQUID DETECTOR a PROBE I-40LD UP 2" OFF I 50TTOM OF SUMP �! ---- U5E FLAT BOTTOM SUMP OR INSTALL NEW FIBERGLASS (�( I i COLLAR ON EXISTING TANKIL II I �� - - I I ~ - - I I ---JI - — BALL FLOAT VENT VE EACH 1T NA N.7 5. - N.T•5. s SUB PUMP DETAIL /"4 DR` ANNIJ►_.AR SPACE MONITOR / INVENTORY MONITOR DETAIL FILL RIS(_R & STAGE 1 & 11 EXTRACTOR DETAIL (OPTIONAL) �..; (REFER TO 5NT- FS-4 FOR APPRO":IATE LAYOUT LOCATIONS) F , I 5 ELECTRONIC % LINE LEAK WIF�ELE�-�S I SENSOR ELEGTROi�iIG LINE LEAK FUEL SENSING LINE CO REFINING .�1N[1 M!►RKETING, INC. EN OR g (PROVIDED W/ <IT, B- VEEDER-ROOT1 FUNCTION�`:L ELEMENT DETAIL --- -- _-_------- ------ --------_--- �� -� E XPL. PROOF J -BOX ,s� 4 (T -h-'32 X .3-15 SCREWS (2) J �. J 0 `\� .�� I o / ---__GAPAGiTUR COVER 0 c ' SNAPPED !N BRACKET 3A6 South '*" Ave �' Sulle No. 301 i o Tempe. Arizona 66281 0 --CAI,4C:ITOR COVER r eo2 e9� e .� x'17 BRACKET (PROVIDED W .� a� / KIT F eo2 694,4637 0 BY VEEDER-ROOT/ www atuhheklon.com y •�''� _.. 0SIONS_ _ TO DISABLEDISABLE - - - -CONDUIT "SWIFTCNECK" No. DATE — REVISED AIM". FUNCTIONAL v SEAL-OFF o VALVE FUNCTIONAL ELEMENT, ELEMENT o ! (PROVIDED W/ KIT, 57 _ REI-101/E SPRING /j o (SEE DETAIL) \ ° VEEDER-ROOT' - --' AND PISTON �' ----1"iEG4-aAr�ICAL LLD \\-- "SU IIFTC4-4EGK„ PUMP PORT SCALE NOTED DRAWN 6Y O VALVE (PROVIDED W/ --_ WARNING T4.!, DATE -- OHROK c BY , KIT 5Y VE E D E R-ROOT) .roe No. rig No '- -- -- tit — —`� FUEL SYSTEM RETROFIT DRAWINGS FOR COMPLIANCE WITH 1998 (E.P.A. CODES AND REQUIREMENTS DISC�-IARGE a. \` FOR EXISTING MGM-GOW-<)IIWR43 I-OC ATI" V-4 ? } EX16TING UNDEMsRC1U14D JFL STORAW TANKO, PIPING AND DISPENSERS, t#'ILESO OtWPWSE , I NOTED ON LARAUJlWs6. Y N.T S. _ "VEEDER--ROOT" ELECTRONIC PRESSURIZED LINE LEAK DETECTOR (PLLD) e "VEEDER--ROOT" ELECTRONIC "WIRELESS" PRESSURIZED LINE LEAK DETECTOR (WPLLD) (FOR USE AT VARIABLE SPEED SUB PUMPS) (FOR USE AT NON--VARIABLE SPEED SUB PUMPS) }'I DRAWINo nO tp1ElT ND. r NIH 00 526 R11'( I /\ `J 8 R F S �J R FS-- S_— 5 �'00(I-(100(104 ,.' 110 1 ,.I 62 t. , .... __......._._.._...-_._.�..,._-.- - -..-.,._.. ... _.....-.-...w.«.,.e..,�»r......«..�.... ,...m,,a,r,t!+bm ..,.,a�„rt•......... - .. ..-. :.._... . ..- ...-- ..... .. ...r .wiL�..., .. ... .. •t.,y.iurs.«• .. ...,.r. ...,. ....,.. ... ... ., ,... +...dtazr. ..►»•w+ww.w,r.ww,.••.. . ... - �,.-,. .... - .... . .__.... - _ _ .... _ .. - .. _. . . -..- . ... _ ,. a - t _a � :h If this notice a11I1ea1rs cle;lrcr than Iht. JUN 0 Z 2000 document, file document is of nla1.9i Md yu:tlilN. IlllcTe)IIIII cd INCH ( MADE IN CHINA41 1 I 1 t —� Il V Ff I '> 1 LL 3i I.. II I I IIII 111111 1 II I hill! '111 tt Ili li,int i 'II ill!'1 ii' ii ill 'Iii ,,.1 Iin,i' 1 i' u, ' 'I ,HJ liutll "hill n tt 'I:'1 "1 n"tn,l n tlt lett, I nl , nill"n ln.:lnnl,t u" t lilt „ IIIIIIIIIIII„I:II„ ., IIID. ,.,,ll!l�Il,l,tlllj.l . ,Ilj,,, ,li.. i •,,, .,i.11ll..•ilill. ..l.i..11.,• ,1.11•..j!!ll.... .li.•. .11111.1,III.,.iilll.11lilll,•..•,11...•••,III,,,,,,jlll•.Il.,jt.,ttifit�i;,,tlL,,:,,,,1„Ij,•,...,,,I „1,11!,. !llf,.,j lfllllllt”"t,l. i 'Tr ' .�, q, A -� i . � , �_ ..♦ h' a `, VS ?"'111('1 •.- _ _ _. - ,. Y -,Y - - u-.. .. .,_„ ,,,-. �I f "! s!- F --:. n {, -x i . C, .:*}Is -.� ,,. ,.� .... .. .� ,._ ,•. y A t � - - Aper.3 - �, _+r< a. Iw d°I` , �`. - � +'' 1 ,, . i. 1' �' t,,,r�. � F!t �,�, .�..' '-�1' • � a�� .�'.'•;..r ,,, •+moi• •r '+' rk, ' �e � ;r .;•: . • Y '1 - r ...' {�. 1r�1'�""f y."+fW' •'b a 1d 'r �!' r: � Y; .1 • x 14' MIK DIA MANHOLE lt�Kj: (3E SURE AC POWER TO THE 6-TOTEM AND ANY ASOORTE0 -- `-- -_-. - - -----•------- - ._...__.._._. ALARM C lftt,UIT5 ARE OFF 15E,FORE OPENING THE FRONT PANEL COVER AND C As NE:CTIWI ANY F'R06E AND SEN50R WIRES. IF WIGH VOLTACsE 15 __..�_ ._-DRM - -------'-Poem �� '' I�� WE Tt.S-350 1NSTALLA`n0N ,,, . SHOWED ACROSS ANY ARRIER TERMINAL EXPLOSION AND FIRE COULD 115 VAC RESULT. HOT � C- - WAIFNiNC3: DISC(�hrNEC:T ALL Pn7l+UER I EFORE MAKING; ANY COt�PltcCGTIGNB CONNECT TO PUMP VEEDER'-ROC: I �� 350 MONITOR IWIRING SHOWN FOR ONE TANK ONLY) 14 TO PREVENT DEATH, SERIOUS INJURY, EXPLOSION OR ELECTRIC SHOCK CONTROL OF THE MONITOR �1UST NEVER t5E OPERATED UNLESS THE FRONT COVER 15 SELF SERVE SYSTEM + OR DISPENSER, ;i (� 1� CLOSED OVER THE DARRIER TERr'1INAL5 IN THE INTRINSICALLY-5AF'E AREA. ON THE PRODUCT RELAY O L�1 E ___-i OR PUMP CONTACTOR I ® ( GUIDE. SCHEDULE THIS DRAWING IS ONLY TO BE USED AS A � �WDA0IEAArTi40 �ORAL WIW� SiZ NtNG ATING M BEFOLLOWED- � r1T2 �; _,� _.__-_ - _-- _- - - - - FOR SPECIFIC INSTALLATION INFORMATION YOU PER►SPA b0 (A�hI�A - ' w »,M w r• ~ I TAW/SENSOR W WIRE TAG --- ' ' ' ' ' ' MUST USE THE VEEDER-FOOT SITE PREPARATION Maeft r�u- I��r� -� '4 ;;�,:�, SPACE -- -- ---- ELECTRICAL_ PANEL • P sam"GM" • • r AND INSTALLATION INSTRUCTION (MANUAL 576013-�22) S"C"ALD ee `°` 10 ALL WIRE TO -" (TYPICAL !'LAIN PANEL. Ck"fCTION) - -' - T 1-M 1oR I;1 T-•T°-T-•T +T°'T: y T;+-1 Tt{1 pUT-fO1•� G»` -- 4.00' 4 P 1 PIPE LOW-QCTA�'� 1 �� •-- - - _-_,_ _' TI$ R CAP dG+ tJ_! 0111 !x t WD-.00 TAW (F APDL) -- 2 TWISTED E 18 A P R T2-M1 - - - O • • • • • • • _ • � , NCH-OCTANE 3 SHIELDED W/ 0000 000 0 0000 0000 _ T 3-M, • • • • GENERAL N0TE5: DRAIN CABLE 'REFER TO TWE NEC W44DBOOK __ _wT11�TIML u1ne11 w1RUEAoe M00kU TAW rucr�Tren 7rr>E DIESEL 4-' T4-M1 - vA/011 ,-, r-�. y-t .- 1. THE WIRES BETWEEN 'rHE MONITOR AND EACH PROBE/SENSOR LOCATION Ir fY1!NTC]R'� rwnm -.- --- (TYPICAL! FOR SPECIFIC JRIW3 AND GROUNDING •�.r1 b • • •• wNcs1 f T • T . T.' 'T . •� , ., WASTE OIL (F NPL) 5 T5-M1 REQUIREI"�TITS GAF ELECTRICAL P4NEL ( � 0 • • 0 0 0 0 0 • . . . . : . . . . . . . . '•»"MRS MUST BE OF A TYPE DESIGNED FOR USE IN THE PRESENCE OF GASOLINE ANI) ------- •"" OSS AND MUST BE BETWEEN AWG 14 AND AWG 18. SHIELDED CABLE SHOULD JI \ (FILL) SUMP SENSOR* • 1 WPUD AC WIMAW UMMI W MWMM • • o a e 0 0 0 m 0 0 0 a 0 0 e 0 0 BE USED FOR PVC CONDUIT THAT IS NOT PROPERLY SEALED IN ACCORDANCE ----- ALL WIRE TO vArcw �e+lsall°1Tt1REAa I+oou e L Mt-OCTANE 1 T1-M2 -_ - --- -- WITH -THE NATIONAL. ELECTRIC CODES AND THE AUTOMOTIVE AND MARINE Wcr"sa tylia nktl•%x. olrwr*lot If try are - BE 18 GA I. To ;• u .• 104 E• u Al 1-1'�0 , r -bia'~Ti a •,,.�, SERVICE STATION CODES SINCE THEY PASS FROM A CLASS 1, DIVISION I OR I emawaKer do« not match err Probe ienUth ItD•-OCTANE E APPL� _ 2 T 2-M 2 '�•I" �Iit1�R l=xaeplw A 10• Sia. UW*Will u.. M •' (_ ) T WIS rED FAR. . . . . a • . . . • • • • • M1� . . . . • . . . . • . . "•:� DIVISION II AREA INTO A NUN-HAZARDOUS AREA. pro" The ext:a probe heIris I 06Iode0a MO-OCTANE _ _ 3 SHIELDED W/ T 3-M2 C0 0 0 0 0 0 0 0 00000000 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 fn try neer pip*. whk;h u•t AI ►or►ger DRAIN CABLE 115 VAC • • • � 2 CONNECT THE BARRIER GROUND TO THE EARTH GROUND fiU:� WITH A�IIfG 1? then the minlam in order t0 provide room-) DIESEL 4 . T4-M2 . _. -._.__ %ftLD CO"T�-d' �F W lit0,M�1 -- rlioYowATM GENk l W"WAM YOOM V P8QUno) - (TYPI(,AL) CIRCUIT BREAKER -'-" OR LARGER AT THE ELECTRICAL PANEL, I SCALE x11940" 1:'T'T':T'-T:'T'T 'T'=1 � - (TLS-350 r'ONITOR) A -�- .-----�-.-- __ � LINE�•NO._- t 00001 m o m e, m o r0 0 0 0 0 •� 3 SUPPLIOTES ED WfTIHLPROBEIS�AND SENSORS CONNECTION USING SREFEKi TO WRING` AC�NNGTORS 3C.�EOULE E TITLE IN-TANK PROBES * ALL WIRE TO (INVENTORI MONITOR) LOW-OCTANE 1 T1-M3 _ - _ BE 18 GA 115 VAC NEUTRAL • •�_ ��TME!-A�KreasA-o�i�r-oou--t��-- -� -� THIS SHEET, IID-OCTANE (E ADPL) 2 TWISTED PR T2-M3 �- n ; u K• - w m- u .• N 6 u rb >: °� _ +11• • •1 • • •I I • °11 •I • +I �`••wr SHIELDED W/ . . . . . . . . . . Pow.aa . . . . . . . . �,, _ 4 INTRINSICALLY SAFE WIRING SHALL BE INSTALLED 1N ACCORDANCE WITI- i 11" MIN. DIA MANHOLE F�iH-OD1AI'� 3 T3-M3 AC NEUTRAL (NO. 12 -•- ""'t ARTICLE 604-200F THE NEC ANSI/NEPA 70, 1890. ' - 4 - DRAIN CABLEDIESEL T4-M3 -- S 000 (nmre0oama. eela0 • • 00mOmOmo00 ® OOOOInmO • __ -- (TYPICAL) __- Elwatne LW L19AK OONTOCUI►. : e - _rn. a wrw^01 rrootaa _ v" 5 TO MAINTAIN INTRINSIC SAFETY AND PROPER SYSTEM OPERATION, PRpBF, r, tD r --- (STP) SUMP SENSOR* --��-__ -- ----- - i - _ -` ___--_- --- °"wf ��1r,'tr 11�'1 SENSOR WIRING MUST BE INSTALLED WITHIN SEALED CONDUIT. 1 . . . • ---- ALL WIRE TO I 0 0 e 0 0 e o 0 o m a 8 6 ELECTRICAL RA'+NG POWER INPUT - t20VAC. 50/BQ Hz, 600 W MAX LOW-OCTANE - 1 BE 18 GA. T1-M4 _-�� - - - --✓ WD-OCTANE IF APPL. 2 T 2-M 4 • �4we LW UAK IWMWAM wowA I W � ( ) TWISTED PR. .Rost --- 7. INCREASE THIS MINIMUM DIMENSION IF THE TANK DIAMETER DOES NOT IMAT HIGH-OCTANE 3 SHIELDED W/ T3-M4 TO PUMP CONTROLS tw�T r�'T �'� r ��"'� ��I-.M.r.1 rwoss F_ '-T. 'T 1 ,.„.. THE PROBE LENGTH. EXAMPLE: A 7'•-6" TANK WILL USE AN 8'•A" PRAE, THE i OLEa�I 4 DRAIN CABLE T4-M4 ----- --- -----' 6 EXTRA PROBE HEIGHT WILL RESIDE IN THE RISER PIPE WHICH 'MUST BE 6" m 000000000+ 000 (TYPICAL) � • • 0 0 0 ® 0 • LONGER THAN THE 20" nnt�:'MUM IN ORDER TO PROVIDE RO!;M _ W 001�W1TM WAY MOOM! 00 Q_tt MO1E °i _ _ wVWTORY E110r_f NTW*Aof MODULS _ • I -- DISPENSER PAN SENSOR * - I - - _ 8. SEE VEEDER-ROOT SITE PREPARATION AND INSTALLATiUN INSTRUCTIONS ALL WIRE TO `- -_ TERMINATION (MANUAL 576013-622) FOR MORE DETAILED INFORMATION FOR THE 4 DISPENSER PAN /1 - t DI-IMI POINTS FOR BE 18 GA. SHIELDED CABLE INSTALLATION OF THIS PRODUCT, 4�' A P 1 RIPE - DISPOW PAN 2 TWISTED PR. 02-M2 (IF REQUIRED) Q• u mea - - - - - - - 9. INPUT/GENERATOR NOT APPLICABLE *!:� 0111161111111111 40 LSPEM. PAN #3 3 SHIELDED W/ D3-M3 _ _ BARRIER GROUND (NO. 121 '"rr DRAIN CABLE DISPENSER PMI #4 _ 4 D4-M4 CHASSIS GROUNU (NO 12) 10 THE TOP OF THE RISER PIPE MUST BE THREADED TO AOCEPT A 4x8 NPT CAP 444ILL TAW DISPDW PAN a 5 (TYPICAL) D5-M5 - ,1-- (1) 1" METAL CONDUIT ADAPTER RING. IN ADL ON, MAKE SURE THERE WILL 8E ENOUGH CLEARAN"t BETWEEN THE TOP OF THE INSTALLED RISER CAP AND THE MANHOLE COVER OtSOSER PAN 06 6 DF-M6 � jI EROSION �/� TO ALLOW ROOM FOR THE 2 WIRE PROBE CABLE TO PROTRUDE FROM THE .-doom •ro swmw EQ,IIPMENT DAMAGE COULD OCCA IF CAP THE CAP SHOULD BE A LOCKING CAP, "EVERTITE:" OR EQUIVALENT, WITH '�+115'•a' --- ---__ - --------" _ GONDUIT6 GG NOT ENTER T;4E TLS-350 A STANDARD RING ADAPTER. THE CAP MUST BE DRILLED AND TAPPED TO sorlw o 1,wc _____ _ MONITOR TNROI&4 TNEIR DESIGNATED RECEIVE THE FURNISHED CABLE GRIP. KITS CONSISTING OF A 4' CAP, NOTE THAT THE WIRE MAY I V'O T F�OFMD KNCX'K.KODUTS. ADAPTER RING AND PLUG FOR THE CAP ARE AVAILABLE FROM VEEDER-ROOT, EXCEED 1 , 000 FT L E N G F H !I FOR EACH PROBE RISER, ORDER ONE KIT 312020-952 (MAGNETOSTRICTIVE """LA"T°'K U5E 'FLEX, GONIDUIT, SEPARATE GJTTER OR PROBES.) .� IMPROPER SYSTEM OPERATION COULD RESULT METAL PARTITION FOR MONITOR tUIN21Nk:; •11sr IN UNDETECTED POTENTIAL ENVIRONMENTAL AND 11 WEATHERPROOF JUNCTION BOX WITH 12" NPT THOS (16 CU. IN. FMN.) SEALOFFS v1�•4wsomb=senrar HEALTH HAZARDS IF THE PROBE- OR SENSOR IN EXISTINIG L:aJTTER OR Rl,lyd IN SEPARATE MUST BE INSTALLED PER NFPA SPEC. ♦1 laorna+a?nt¢ N T S TO MONITOR WIRE RUNS EXCEED 1000 FEET, GUTTER DO NOT kt.% IN 5AI"1E RUNS OVER 1000 FEET ARE NOT UL ACCEPTED GUTTER A5 ANY OTI-LER WIRINGI - -- Z FOR THIS APPLICATION PROBE AND SENSOR TO -sI DRY ANNULAR SPACE MONITOR MONITOR WIRE RUNS MUST NOT EXCEED 1000 FT KEY NOTES: 0 +' CAJ1.2L. IT IS CRITICAL TWAT YOU IDENTIFY 1. WEATHER PROOF J-BOX W/ 3/4" NPT THDS. W/ ALL REOUIRED SEAL-OFFS SEE 0M. - EL,ECT1�oNIC UML.E66 AND MAINTAIN TWE RELATl0145WIP OF PROBE AND NOTE 111. LME LEAK 61!! UN �LEMIC REL 5EN6NG LLW 5EN60R LOGAT,Lx46 AND TWEIR WlRE5 TO *WEIR \ 2. 2-CORD GRIP SEALS SUPPLIED W/ PROBE, (1) FOR RISER CAP AND It) FOR J-80X. 'SEN"- r(PRjVV1[>EL-) W/KIT, BY 'vVEDER-f400T) POSITIONS ON T!C , "IBE OR SL''�.50R CCI N ECTORS.MiCI'ION,6,L El.$1"fD'1T DETAIL FAILURE TO DO � GCx11.D RESULT IN TWE IMPROPER L Ll 3. ONE CORD GRIP SEAL FOR J-BOX SUPPLIED W/ SENSOR. -�^ E" J °C'` F RESSURE LINE LEAK DETECTOR IDENTIFI,,ATION OF A LE4< LOCATIONOR I ;PE - 4. 5'-0` 2-WIRE CABLE SUPPLIED W/ PROBE f�� _ -.6-31 x 3715 9GREItl6 (�> > /' T CAPAOITpR c.ovf H USAGE SCHEDULE APPENDIX A PROVIDE5 A FOM TO RECORD TWE VET:CER R00 EXISTING OR NEW 5. CAP AND RING KIT, SEE GENERAL NOTE 10, 9NWOMM IN 5FtAC•KLrT _SUBMERSIBLE PUMP TYPE WPLLD PLLD TAG COV!Wj TO SITE IDENTIFY TWE WIRMG SC44EME. LOW VOLT ELECTRICAL JRIW-i .-CAPACITOR TOR COVER OVIDED uU KIT RED JACKET" X3P150 X GUTTER GUTTER AND CONDUIT$ I 6 SUBMERSIBLE 'TURBINE PUMP CONTAINMENT SUMP \ t BY v mDLrR-RA 2cr) ---- ---- ---- - W,AR`i_II a, EXPLOSION COULD OCCUR IF -X5P150 X 7. MOUNT SUMP SENSOR FLUSH WITH BOTTOM OF SUMP, SEE GENERAL NOTE 8. OTWER WIRES 51-ISR£ CONDUITS OR fRCJur�NS '� DISABLE DIA.IIpLE �i--- iT r � _ --_'__- •dUlRTC+•IEtJC• -P1�QS) X IgrLCTiQNAI, SEAL-OF>F vALvE _ MTW PROBE OR SENSOR LURING. CONDUITS OR Y FUNCTIONAL ELEMENT, CLeMENT--- \g, (PRidVIDED dY KIT. BY p 9,a'�'^� erne DETAIL \� v1zLFDIe-Ror�oT WIRING TI�IJC�NS FROM TL5-350 F'RG'3E8 AND LLD '*FE PETRO" -VARIABLE X 6Ely_40RS MUST NOT CONTAIN ANY 0 I'WER WIRE5 ! I r •eull►Tc.++Eca.• �\ ,� Ru"p `noEeT "F E PETRO" X Ott If 1T , o VALVE (PgDVIDED W/ �__.'' - tuAR N1�7 ACS - TO MAINTAIN INTRI5IC 5AF _TY, PROBE ARID AL.. "FE PETRO' PUMPS W/ PLLD & WPLLD WILL O KIT br VEEDCR-I�CX7T) SEN"_ WIRIW.3 MUST BE IN51ALL.ED WITHIN REQUIRE "FE PETRO' PRECISION CHECK VALVE yE,�Ep CONDUIT F'f�BE AND SfNaIR WIRING `,:' i,:a'L+ ' (PART NO. 4001539251 MUST 4JT BE ROUTED IN TWE SAME i -U5E 'SEAL-OFFS" PER r1EC. U`1 ALL CONDi)IT9 rleu+Al�c,E CONDUIT WITH ANY OTHER llb'RING. KEEP PROBE ENTERING OR TRAV�I.ING TWRU WA,ZAf�0U5 AREA AND SENSOR ILNRING SEPARATED FR�(7M ALL INCLUDING LOW vOLTAGE CONTROL WIRING OTHER WIRING I II �- I CONDUITS. TYPICAL BOTH CLADS OF RUNS. WIRING FROM SEPARATE TLS PROBES AND TLS CON IS NOT TO START-UP VEEDER ROOT SYSTEM III VEEDER-ROOT' ELECTRONIC PRESSURIZED LINE LEAK DETECTOR (PLLD) a VEEDER-ROOT- ELECTRONIC 'WIRELESS" PRESSURIZED UNE LEAK DETECTOR (WPLL.D) WITHOUT ON-SITE COORDINATION W/ A LEVEL 3 OR 4 PW (FOR USE AT VARIABLE SPEED SUB PUMPS) EN (FOR USE AT NON-VARIABLE SPEED SUB PUMPS) SEN£0" MAI. 13E " IN TWE 5AME CONDUITS VEEDER-ROOT" AUTHORIZED TEXACO MANUFACTURER'S 3 OR TROUGW5 PROVIDED T14EY ARE PMEREO 3/4" PVC COATED - BY TWE SAME MONITOR REPRESENTATIVE, RIDGID METAL CONDUIT 41 b I-.------._.�.- _ _-_._____-----._-_-.-_--._ _-_-_---------_�__ CON WILL BE RESPONSIBLE FOR WIRING, BUT I C T 2 b 3 I (TYP. LOOPED AT 4 3 9I APPLY POWER TO SYSTEM, 1 51 I EACH TANG) - - CON WILL BE RESPONSIBLE FGn THE REPLACEMENT OF AMA I EQUIPMENT IF P I APPL, IT D GES EQU E OWER S PL ._D WITHOUT AN _ --_ ____ � ' •-_��--�_ _ _ •-�• AUTHORIZED MANUFACTURERS REP. PRESEyT. REINFORCED SLAB I" Pv(. COATED CON IS REQUIRED TO BE LEVEL 1 CERTIFIED, FOR RlI�G1D METAL CONDUIT INFORMATION REGARDING THE LEVEL 1 HOME STUDY u (TIP WOME" FROM COURSE, CONTACT VEEDER-ROOT AT (860) 651-2'762 jnulT nIC P►IPMG EACW TANkJ I" PVC. COATED - - - - - n CON IS TO PAY STRICT ATTENTION TO CAUTION NOTE RIDGID METAL Ct')NDUIT i 1 L0MER IN FROM LOCATED AT WIRING SCHEDULE, THIS SHEET, 5T I L a.. U SPENSER PAN) ! a'1 n TLE 1 ! T � I I ADDRESS TimI I AODRES52 fI o- L_1 i/u C-J ttFFIdMNO AND MARK®C SCALE f,44 SOMA naso s" TITLE � i ( ORAr11N �� aAn 6/18PI1a9 [� - �.,, a1rEolc[o Dwoi- I \ ...._ ___ 10 -A _ ' I� J 1--1 -ww._ REVISIONS No 0^T1 _._. .. _ �_ - -_ to nr►, ■ • e a N ITi�"I� 1111111999-00526 DO NOT PERFORM D;RILL11sk3, FiLINCa, GRINDING AND TAPPING FIR'OCEDURES TO NEXT' DISPENSER IN A HAZARDOUS AREA TW15 CAN CAUSE SPARKS AND IChNITE VOLATILE r e ■Wr1Me MFC 2000-0000.1 �-- R�DGID METAL CONDUIT " PVC C0A7ED I IR34 SW PACAH( IIWY F411ES AND LIQUIDS FOUND IN A CLASS 1, DIVISION !I, LROLIP G HAZARDOUS --- --- -"-'-- �"" ' LOCATION. FAILURE TO C47r�1PLY GOULD F4:&JLT IN DEATW, SERIOUS INJURY (TY1". LOOPED BE'fIIFEN Pc i I6 nil' 62 11 PROPERTY LOSS AND EQUIPMENT DAMo4a=. 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Y -. _s ..�L'.0 -1 If this [lot.cc appears clearer th:u1 the JUN 0 Z 2000 dicnnlent, the d(wili lent is of marginal quality• It iclOIIIITw, �' . 1 , 'III 111 I I 'I i i i i ! � I f { 11 , �. { 'fill !IIIII;I !{ I;il i�(i(; !� ; II i , i!I!I ; �;I; ; ; { ll �lij►lii i illlllijJ,I) �; � �I!lil�'iii!ill �' ;lli��,lj Ii� '��II�Illjl•II, I� ( , 4 INCH MAD[ A CHINA TI - 11 I.. ) ) 1 ,., I I III ILII ILII{1111!1! {IIIIIIIII ILII III Iii III rill I I r111I liiinr iliiiirtniiilrili.nlriiil:iulilliii nlltlnii' lur roll II i rind( 111111 1 1 Ilnl 1 11111 1 11 11 1111111 1 I nt rtn nt u ( lnlr ) ( ill I.I11 I Irli I! i• !, III . .rrl..,r. ,I,I i. I!1„ ., , . 1., ..I „IIl1!llLllil Iuhlii .ill„ !! II it 11 1 1 III 111 I III , II rnrll 111 r,l!' i (rl :r.rl 1 lu. 1 rl I r n... 11 t 1 Irur a IU i Igk6(? Y4 r-bd4 a,_" 1,EPAM .• ,.�"11 ,{, 41'.'. . .. L...,. ev:`.lxnlu 'r:.n".. r:. .:illi,xy.v.Y}1,':..... ...n rlli:,:..'.Ai e,.. vl. .._:vl :...xi...y:,NkV.a.:.,, I I STRUCTURAL_ SPECIFICATIONS SCOPE nF- W[JRK GENERAL NOTES __.___._ DRAWT 1 yG SEQUENCE SITE CONDITIONS REQUIREMENTS I. STRUCTURAL STEEL AND ANCHOR BOLTS SHALL CONFORM TO ASTM A36 (Fy = 36 KSI), S 1. SET CULUMNS IN PLACE. LEVEL AND PLUMB ALL COLUMN, EXCEPT WHERE NOTED. STEEL TUBES SHALL CONFORM TO ATM A500, GRADE S321-432- 1, G. 0 WILL FURNISH AND INSTALL CANOPY SHOWN THROUGH AN I. PPOVlIIE A DRIVE ACCESSIBLE AREA TO WITHIN 15' -0' OF THE PERIMETER OF THIS (Fy - 46 KSI). FABRICATiON AND ERECTION SHALL BE IN ACCORDANCE WITH 'SPEC- APPROVED CANOPY SUPPLIER, ALL ITEMS NOT NOTED AS BY �1RUCTURE 1N ORDER 1O UNLOAD MATERIALS AND PERFORM WORE,. IFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL ;TEFL 2. INSTALL OVERHEAD STEEL FRAMING. SQUARE UP FRAMING PRIOR TO STRUCTURAL PLANS SPI-432, 2 TEXACO OR BY CANOPY SUPPLIER ARE THE RESPONSIBILITY OF THE FOR BUILDINGS' , AISC, LATEST EDITION, FUTHER INSTALLATII7N, AND DETAILS GENERAL CONTRACTOR (G. C. ), ( CANOPY DEDICATED R. F. BICKER) 2, FILL ALL OPEN TANK HOLES AND TRENCHES WITHIN 15' -U' OF- THE PERIMETER OF THIS 3. INSTALL DECKING AND FLANGE BRACES, DECK TO BE WIPED CLEAN e. THE SITE PLAN MUST BE FURNSIHED WITH EACH ORDER SHOWING TRUCTUPE FROM THE TIME THAT THE �TRU[TURE ARRIVES AND UNTIL ERECTION IS 2. CONNECTIONS :,HALL BE SHOP WELDED AND FIELD BOLTED. PRIOR TO INSTALLATION. LIGHTING PLAN S21-432, 5 ,, COMPLETE. A. BOLTED CONNECT;DNS, USE ASTM A307 BOLTS IN ALL CONNECTIONS, FINISHED GRADE ELEVATIONS TO ESTABLISH SLOPE OF GRADE AND UNLESS ITEM 2b IS SPECIFIED COLUMN HEIGHTS FOR EACH SITE, THE FOUNDATION PLAN 1S TO BE J THE JOB ITE MUST BE GRADED LEVEL WITH NO 'i WILL', D! TCHE ,, OR TOPOGRAPHICAL 4. INSTALL OUTRIGGERS, FLASHING, GUTTERS, SOFFIT AND FASCIA. FURNISHED BY CANOPY SUPPLIER(R, F. BECk'ER) AND WILL NOTE IRREGULARITIES WITHIN 15' -0' OF THE PEkIMETFR OF TH1; �TRUCTl1RE. ANY CONCRETE WATERPROOF ALL JOINTS DURING INSTALLATION OF GUTTERS. STRUCTURAL PLANS 1 OF 4 ❑ b. ALL BOLT`; TO BE A-325 TENSILE STRENGTH MACHINE AND DETAILS LOCATION OF ELECTRICAL STUB ( SEE NOTE #6). POURED PRIOR TO CONTR. ' S ARRIVAL MUST HAVE. HAD AMPLE TIME TO CURE AND BE BOLTS TORQUED A PER TNF MINIMUM ASTM STANDARDS LISTED 5. INSTALL COLUMN TRIMS, LEADERS AND LCADER COVERS. 3. THE DIRECTION OF THE CANOPY DRAIN WILL. BE TOWARD THE END [IF ABLE TO SUPPORT THE WEIGHT OF MA[IISONr, TRAIIFF'' AND i:RANES. BELOW. STRUCTURAL PLANS 2 OF 4 PUMP ISLAND UNLESS NOTED OTHERWISE ON SITE PLAN. GENERAL 6. INSTALL SKYLIGHT PANELS, TRIMS, SUPPORTS AND SKYLIGHT AND I;ETAILS CONTRACTOR WILL EXTEND CANOPY DRAINS FROM COLUMN TO EDGE OF 4. THE JOB SITE MUST BE DRY ENOUGH FOR CONTR "'VEHICLES AND PERSONNEL TO BOLT _IZE FASTENER TENSION APPROX, TORQUE WHEN SKYLIGHT IS REQUIRED, ISLAND. PERFORM WORE, IF NECESSARY THE GENERAL CONTRACTOR SHOULD LAY GRAVEL IN REQUIRED REQUIRED REQUIRED STRUCTURAL PLANS 3 OF 4 EXCESSIVELY MUDDY AREAS TO ENSURE ADEQUATL WOFF CONDITION:;, 7. CAULI: AND WATERPROOF ENTIRE CANOPY. AND DETAILS 4. .'ITE PLAN IS TO SHOW THE NECESSITY OF UNDERGROUND DRAINAGE IF 1/2 110 12 KIPS 100 ft. lbs IT I S REQUIRED, 5. POURED CONCRETE PAVING UNDER THE. CANOPY TO BE FXLLUSIVEL.Y FOR WOPK ;,PACE 5/8 ',0 19 KIPS 198 ft. lbs. 8. CLEAN AND TOUCH UP ALL PRE-FINISHED MATERIALS. STRUrt ,d 28 KIPS 350 ft, lbs. AND URAL PLANS 4 OF 4 AND STORAGE OF MATERIALS, 3/4 ' DETAILS 5. CANOPY COLUMNS ARE TO BE SHOP PRIMED BY ( R. F. BECKER) FABRICATOR, l',G 51 KIPS 850 ft. lbs. 9. CLEAN UP AND DISPOSE OF ALL DEBRIS PRIOR TO LEAVING G. C. IS TO APPLY TWO FINISH COATS OF #7 LIGHT GREY PAINT. 6. REMOVE ALL. OVERHEAD OBSTRUCTION',. JOBSITE. ( EACH DAY AND AFTER COMPLETION) 6, CANOPY SUPPLIER WILL FURNISH ELECTRICAL ACCESS IN COLUMNS FOR 7. FORM, SET, AND POURED FOUNDATION, PER SITE SPECIFIC 4PROVED FOUNDATION C WELDED CONNECTIONS, USE AWS A5 1, CLASS E70XX ELECTRCDE FOP DESIGN CRITERIA WIRING OF CANOPY LIGHTING, SIGNS, AND COMMUNICATION CIRCUITS. FLAN (NOT PERMIT SET), ALL FORMS SHALL BE REMOVED PRIOR TO CLINTR ' ; ARRIVAL. MANUAL WELDING AND GRADE ;AW-2 FOR SEM!-AUTOMATIC ARC WELDING. — ALL THREADS SHALL BE FREE FROM DEBRIS AND DUST AND HALL B� ACCESSIBLE. CONSTRUCTION TYPE. . . . . . . . . . . . . . . . 2C 7. CANOPY SUPPLIER WILL FURNISH RECESS MOUNT '3M' BRAND SPEAKERS 3. APPLY ONE SHOP COAT OF PED OXIDE PRIMER TO ALL STRUCTURAL STEEL #78-•8028-91955-R WITH STAINLESS STEEL BACKBOXES X78-8028-9192-5 8 SUPPLY AND IN`,IALL ALL ANCHOP BOLTS W/ NUTS. SET AT PROPER ELEVATIONS WITH USE GROUP CLASSIFICATION. . . . . , DIM WHEN CANOPY IS TO BE INSTALLED IN CONJUNCTION WITH A PREFAB NO MORE THAN 1/4' 1_' [RANCE (FINISH PAINT BY OTHERS PER SPECIFICATIONS) MODULAR BUILDING ( BGILDING INCLUDES THE SPEAKER MASTER STATION). ROY LIVE LOAD. 30 PSF GENERAL CONTRACTOR WILL MOUNT AND WIRE SPEAKERS TO THE MASTER 9, PROVIDE TEMPORARY POWF_R SOUP,CL ( 110 VOL TS) WITHIN ;UPJ FEET OF THE STRUCTURE STATION. IF CANOPY IS NOT TO BE INSTALLED WITH PREFAB BUILDING, FOP INSTAU . „ USE, j 4. ROOF DECK SHALL BE MACHINED FORMED FROM STEEL SHEETS CONFORMING ROOF DEAD LOAD. . . . . . . . . . . . . . . . . . . . . 5 PSF G. C, WILL FURNISH AND INSTALL ALL ITEMS PER THE SCOPE OF WORK TO A;TMA446-76, GRADE 'D', YIELD POINT 50, 000 PSI, ZINC COATED PER FOR THE PROJECT, 1G. INSTALL. PIF'lNL, AND CONDUITS PER SITE SPECIFIC APPROVED FOUNDATION • ASTM A525, CLASS G-60, PREFINiShED (PREPAINTED) DECK SHALL BE ZINC TOTAL POOF LOAD. . . . . . . . . . . . . . . . . . . . . 35 PSF PLAN NUT PLRMIT SET). COATED UNDER THE PRIME COAT. DECK PANS SHALL BE PREFINiSHED WHITE 8, SUPER METAL HALIDE CANOPY LIGHTING SHALL BE FURNISHED BY TEXACO, W/TWO COATS OF POLYESTER ENAMEL, COIL COATED AND BAKED ON W/A WIND LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSF MOUNTED AND WIRED TO PANELBOARD BY GENERAL CONTRACTOR, LIGHTS 11 OBTAIN ALL REJUIRED PERMITS 1PUM 1nCk AUTHORITIES AND ARRANGE ALL LOCAL INSPECTION;. PROTECTIVE STRIPPABLE COAT, ARE THE SCOTTSDALE, SERIES 320 VATT AS MANUFACTURED BY LIGHTING SYSTEMS INC, 12. VERIFY ALL EXISTING CONDTTIOrNS AND DIMENSIONS. ANY DEVIATIONS FROM THESE 5, FASCIA - ACM BLACK FASCIA PANELS DRAWINGS DUE [O FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE WORK BY OTHERS ABBREVIATIONS 9• ILLUMINATED ' TEXACO' LETTERS AND STAR LOGO WILL BE FURNISHED BY PROJECT ENGINEER FOR MODIFICATIONS, TEXACO` THE GENERAL CONTRACTOR WILL INSTALL AND WIPE SIGNS TO 1. PERMITS AND LISCENSES G. C. GENERAL CONTRACTOR PANELBCARD. ALL WIRING FOR SIGNS WILL BE LOCATED BEHIND FASCIA FTG. = FOOTING AND ABOVE ROOF DECK. THE SITE PLAN WILL NOTE WHICH SIDES OF 2. CONCRETE WORK ( INCLUDING FOUNDATION' ELEV. = ELEVATION rANOPY WILL RECEIVE SIGNAGE BASED ON TRAFFIC PATTERNS AND S0 = SQUARE VISIBILITY CONSIDERATIONS, 3. ELECTRICAL WORK AND WIPING O/C = ON CENTER C/C = CENTER TO CENTER 10, SEE DRAWING SLIS-260 FOR CONSTRUCTION DETAILS F0 PUMP ISLANDS, 4. UNDERGROUND PIPING T. 0. I. = TOP OF (`_LAND e = AT COLORS AS INDICATED ON THE DRAWING SHALL MATCH TEXACO COLORS FAINTING AND DECALS C} = CENTERLINE AS FOLLOWS, $ = BUILDING LINE TEXACO # 1 WHITE �. H 1 iiMINATFII PFD BAND N. S. = NEAR SIDE TEXACO #31 VERMILLION RED F. S. = FAR SIDE TEXACO # 7 LIGHT GREYFILE NAME VIC18735 MASTER T520 TYP. - TYPICAL TEXACO #34 IRON KETTLE BLACK P.EVISION RECORD DATE BY _ DESCRIPTION__ _ 10-15-99 TCF R. F BECKEP Pal CANOPY SUB TO G. C. 7/17/96 KW,J GENERAL FIEVISIONS BIAS U�1�-IM��1� 11f PWIM RECANTTp1PAAWor. it-Tw-ORWITr11--trxWT1 LEEN rL1RNIS1(D 1M CIILILHSE 111+ 1H( PRIVATE UA. OF TEXACO ILK APO ITS SUISIDIIMES AND AFFILIATES NO 601 HEREOF SPWL IE LORI. OUPLICATED. DISTRIIUT[D. DISCLOSED OR MAGE A'JAILAkE TO OTHERS OI ME* TO AAfT EXTENT WIAISOEVER EXCEPT AS EXPRESSLY AIMICRUIED N WT1NG IT TEXACO IMC. AM PERSON,fx00. ®Cflww*T'OII RECEIVING THIS W7W%T. OOWEVER pI1ANT. ',WILE IT VIDTL[ HSIEd [ KEWD TO HAVE A,. 10 TO T-4rOKGOC NESTRI TKW APO TWIT THIS WEEIERI WILL IN HELD N TIRIST AMD EDEIEHM n4j,T OIET TO M PRIVATE USE ExPPES;IT AUTHORIZED IT TEx4C0 IMC, T R M I TEXACO REFINING L MAR►ETIWO IMC MARKETING ENC,INEEP.ING 40'-0" x 50'-2" FO'JR (4) COLUMN CANOPY BUP 1999-00526 COVERSHEET MEC 2000-00004 11834 SW PACIFIC HWY — --- -- - ------- - DRAWN BY! R DIMSDALE SCALE: NO SCALE PG 17 o1' 62 CHECKED BY! T THOMPSON DATE, 02-06-96 APPROVED BYE No 21 432 00 I ,. ..,, .,_,. ' -, _ .,,.... ,. xn .. •, Tufa roe. .,.-s....va.-•+•:�r•,..wk•+,,. -w.a - ..._ .. .. _._.. .. _,. rn.,..... , -n..�.rer . ,. , .: .. ... '.I ,. ..: . I a .;. ..•.4" w,l .y i'. ,.... ,_... _ .. ., �xy ;> this as clearer thtfire ,.. . JUN 0 1Z ZdO �If otice ;rppeter, Ili'l1011111 �Hcurrent, the t oru nt is of marginal quality. 11; 1 ljlilfi'Iji t ( til.Ijij�il ,llllillilil+l i Illlllll�l�� j �,.ill, Iilji i�ljll l ,j ,ll ? r � l;I; ! ;! Iji� : ,l��ji!, l+ijlj:�i ilijl i !I ll,l I !II Illjlj+�i I�i ,i !�!lill! A i IMCN lMADE IM CHINA _ �T _ - p'' III I! ILII! I Illilll illi II 1 illlii D 11 I I II11'I ,!?Bili i'iliil i u ilill I ri 'li ' ! ''i i,l ISH 1) t' Hn u H "1' "'1 IIIII HIHtIH HHHI IIi,IIHIHIHn rIl u, „I I, I 1„ , T ,, ,�.` llllllllll�III,I,III, IIIIIlI(1,.,„IIII�III,IIIII+,,. .,.Ilj,,,, 1ill.,l,I I,,, .IIIIl..j.11.1l,..,I.!.,I.r...11,I•r,.,lLl..,.,..!I.. .l,ii1!I!II1..!Ihll!IlilUl,!.,,111!...1,.11!,t..,,jlll„11,1jIlulllll`i,r„ill„ r„lllil�,,,..,llljlr,,,t,III,, . ,, „.H..I{lIIIIIrjr,1111l,11„I,Itr , . y„ �IIgIRRIR1IRai. TYP)) ,,-2' -10'< TYP. ) 2 -10' ( TYP. ) '�`� ``-- ILLUMINATED RED BAND FURNISHED AND INSTALLED �-- 16'4 COLUMN BY OTHEP) f BLA'Ei TYP. ) PT. OF TANGEN PT. OF TANGENT SPEAKER BOX FURN�SHED AND -- - INSTAL' p BY OTH RS. 1.0 SPEh►SER CONDUIT TO 1EPMINATE @ `-PEAKER BOX ! �l 4' -2 3/4' ABOVE TOP OF ISLAND CENTERL !NE OF SPEAK, R ! ! v i 'r ELEVATION A SCALE, 3/16' = 1' -0' AlC 50' -2' 0/0 NL u F ASC I A ALUMINUM COMPO` 1TE FASCIA PANELS PRE-FINISHED TEXACO BLACk ISI o I�I ! I — — -- - - - �-- _ ILLUMINATED RED BAND FURNISHED AND INSTALLED r' - --` BY OTHERS (BLAZE) as 16'a COLUMN- SPEAKER BOX IURNISHED AND PT, OF TANGEN TYP• INSTALLED BY OTHERS. _ 8' 2 PT. OF TANGENT � ) J -6. _ 1 f'0 SPEAKER CONDUIT TO TERMINATE P SPEAKER BOX CUT 5 1/2 X 7 +/4 HOL1 4' -2 3/4' ABOVE TOP G OF ISLAND IN COLUMN TO RECEIVE RECESSED SPEAKER CENTERLINE OF SPEAKER O 1 v -� -. . ELEVATION _ e SCALE! 3/16' V -0' A1C REVISION RECORD _ —- DATE_ BY __DE_SCRIPTION _ 10-15-99 TCF RED BAND DEDICATED BLAZE SIGN SUB TO G. C. 7/17/96 Kwj GENERAL REVISIONS_ —TMS mcmil Milne b1'IFMA n ID IS rr (!ItuffiliciiwHia--"" I[IM tUPMISHD iM awipm Itm THE PRIVATE U;E U TEIIACD PC ANP ITS SUISI"ES AMD AlITI IATIT IO►ART HEKW SHALL BE CWI[D, DIPLICATED. MSTRIIIIIED. DISCLMtD CP MADE AVAILAu Tp WWRS ERI USED T1I ANI E*TENT VIMt' K7 Evart IA. IIVP[TSIr AUTIQRREI M W11I1W IV TEXACO IIA;. ANT PCRfOI r111 ,a COMATIDI RECCIVIG THIS Dt1CMWT HIIV[VEP MIAMI, SIMLI II VIRTI[ 4PEOF IE KNED M HAVE AGREED t0 TT; TDIEGTDIfi IA:SIPICIKM NO THAT T4% MKIII WILL [ +QD M TIIIST AIG CWII tE J4jCT D11.r TD M PPIVATE LS[ ExPPESSLr AUTIEIPIZED Rt TEXACO IMC, T P M I ICXACV PE[IN1HG R %WA F tjl% IME MARKETING ENGINEERING (41) 40'-0" X 50'-2" FOUR i4? CUL rANOPY 13UP 1999-00526 MI:r2oo0-uuooa STRUCTURAL PLANS AND DETAILS XTRA LINE IIs;a SW r'nctrlc llwv -------- DRAWN BY: R DIMSDALE SCALE! 3/16"=1'-0" 136 Is of 62 DATE! 02-06-96 CHECKED BY�T THOMPS7 _ - - APPROVED BY! No 1 L� 02 �� . If this nolice al1Ile:Irs EIe:Irer 111,111 the JUN 0 document, the document k of marginal quality. Illl.'1'(I�IIIIIL`(� ' � �� SII ►jljljll! ! ij ! j ! ' ! jljl i III�I�I�(;f(I• jTj�I!1!I!II ! ! I ! I Illi!li !II I: li ! ! ! I Iii! . !' i I ! ! ! ! iii ill i'I � i lil lilll I ii! ! I III I I ! ! I ! ij! !1!1111! ;.• ,_F ,� j 1 i 111 ; 11 II � ; ; I , iI + SII li �i � li Ill. il� i I � f I Mil I I , y � . INCH M r ^.N r A..- ACf i NA ,t- �� _�-�j- - - —" -�- -� - 11 1 I 1 I. 1 I I I !I ! III' 1 III 1 ill! 111 ii ni I li+:lli 'iii+ I +, Ili+i i+ {+i I uiiil in.+ , Ili'I nI 1IT +Ilii ii„+I Iil+n I i •I: Iltln , IInII 1 ,Illllllill!„lilll. ILII III; ,IIIIIfLli�llll►. !,III.,,, llIl." ,I,1:.1...l11,1,:. •!I, .I,i•,► .•..lI.,1. .1l,il.- .•Ill.. ..i,III•..I.i...tllli.illilu.:...11l,.•,.,11lI, , „II.l.ltl!lII,+Illlilli;;++III„ !II II .II (I .I III •,iI ill{„ , III, I +II!{Illi�+!III. `t' r� INITIAL FOOTCANDLE VALUES AT GRADE , GENERAL NOTES PLANE VER T I CAL Based on the information provided, all dimensions and luminoire locations shown represent recommended positions, The engineer and/or architect rust - - -- - - - POINT SPACING LEFT - TD-RIGHT = 2 ft determine applicability of the layout to existing or future Field conditions. POINT SPACING TOP- TO- BOTTOM = 2 ft This lighting pattern represents illuminotion levels calculated from laboratory data LOWER LEFTHAND CORNER OF PLANE: token under controlled conditions in accordance with Illuminating Engineering Society approved methods. Actual performance of any manufacturer's luminoire may vary due to X = 42. 2 Y = 38. 5 Z = 2. 96 variotion in eiectricol voltage, tolerance in lomps, and other variable field conditions. UPPER RIGHTHAND CORNER DE PLANE: X = 42. L Y = 72. 96 Z = 12. 45 LIGHT METER IS NORMAL TO PLANE CANOPY FIXTURE LOCATIONS INDICATED ARE SUBJECT TO LIMITATIONS IMPOSED BY THE CANOPY CONSTRUCTION. BE CERTAIN TO CHECK FOR POSSIBLE INTERFERENCES BEFORE CUTTING FIXTURE OPENINGS, AVERAGE f•C = 59, 57 MAX I MUM Pc - -91 . 5 CANOPY LIGHITNG FIXTUPES QTY, TOTAL WATTS MINIMUM f C - 281 1 320 W. SMH LAMP FIXTURES 18 3840 W. AVERAGE /MINIMUM = 2. 12 MAXIMUM/ MINIMUM = 3. 26 TOTAL NUMBER OF FOINTS = 100 PLANE : CANOPY - - - - - - -- - - - - - - - - - - - POINT SPACING LEFT - TO-RIGHT = 4 ft PRINT SPACING TOP - TO - BOTTOM = 4 ft C51;9 (630 _2Z.4--ULS AIS 855 zap 856 829 6fa 5I --- 63LOWER LEFTHAND CORNER OF PLANE : • X = 30, 5 Y = 39 Z = 0 4,3 64.4 66.0 75,6 80.9 92.4 89.8 77.1 89.7 9c^.5 81.0 7 7 66.2 64.6 UPPER RIGHTHAND CORNER OF PLANE : CD 57.6 65.1 749 94.3 79.5 89.3 93.1 81.8 93.3 89.4 79.6 9-11 75.3 65.4 5 7 X = 0 I Y = 138. 5 Z - 0 LIGHT METER IS NORMAL TO PLANE 8.3 68.9 71.6 83.3 80.5 88.1 88.0 77,4 88.0 88.1 80.8 83 3 71.8 69.2 3.1 d2.4 75.3 78.8 854 93.2 84.5 78.1 84.4 93.j 85.5 7 75.5 i2.6 AVERAGE f c = 69. If 5 MAXIMUM fc = '96. 5 576 67.0 68.0 76.9 77.1 84.0 82.2 71.0 82.2 83.9 77.2 7 7 68.2 67.2 MINIMUM t, C = 3 6. 5 56.7 62.0 71.0 90.8 71.5 77.9 82.1 71.4 82.2 78.0 71.5 90.5 71.4 62.2 56 R AVERAGE / MINI MUM = 1 . 9 MAXIMUM/MINIMUM = P. 64 49.1 56.2 55.2 61.6 63.3 71.7 66.8 55.1 66.7 71.9 63.3 6 . 55.2 56.3 49A T ❑ TAM NUMBER OF PD I NTS = 253 Q OBJECT CANOPY 6.9 41.8 44.3 53.6 48.4 52.5 52.8 45,6 52.9 52.5 48.4 53.6 44.4 42.0 .l - - -- -- - - - - - - - - - - - -• - - - TYPE 13• 14 -o• 201 - REFLECTANCE 14' -0• 13• REFERENCE POINT: X 76 Y = 135, 97 Z = 15. 5 REVISION RECORD - DAT:. BY DESCRIPTION 7/17/96 YVJ1.1 - GENERAL REVISIONS S AXAKOT AND T11[ IIROPHAII1NIN R[LAfm m RW-vi--T-W t`o :Rf7'I► TIY INC ANI WS KEN[:/MMD IN cwtaN[7 rip M PRIVATE USE. Q MUM UK ANP IES SASIDIAPRS MM AftILIAT[S. NO PART WINEW $HALL K EVIED. IMPLICATED, DISTRINITA MIMED DR MADE AVAtLAR11 TO OTICPS OR USED M Mit EXTENT W111113MV0 EXCL41 AS Ev011 i LT N T Onxi N WITIM BY T[XKO INC MIT PENSOI,rm.IP CO"ATWO I'[CEIVING TMS MUM T. M NEVER DIMWIT. SMNl By VIRTU WPMK KEMP M HAVE AGREED TO DIE rawGam IKETtives AND TIAI 94S ODCLS"l V]Ll K :CLO N TRUST AIM f0(tRLNx SIp1ETT 014.1' TO Tt( PRIVATE I)SE EXPRESSLY AUTKWIZ[D By TCXAEO INC. T R M I W TEVACO REFINING 1. MARI.ETING RIC. 4L) MARKETING ENGINEERING (40L) 1-SI INDUSTRIES LIGHTING PROPOSAL FOR TEXACO/STARMART CANOPY 13UP 1999-00526 40' X 50'-2" CANOPY MIT 2000-00004 11834 SW PACIFIC HWY DRAWN BY: SCALEt 1/8":1'-0" 116 19 of 62 CHECKED BY: DATE: 6/17/96 1 APPROVED BY: No, 2 1 - 4 3 2 . 5 I _ - a If this notice appears clearer Ihsul the JUS! U 1 2000 ddcu[nent, the document is of marginal (vinfilv. )lllc'1'l)IIIIII('(I T` �' Ilii 1.1.1�1�1111 ;i11111 I l i l l l l Ili i I�l I'I I l l l f ' I I ( f I ' I� � III !� � i ' ! ill� I I ilil� !' f I Til i :'iii I i i l i i l I I ' i l ill': I I i Til ! i1ili 'I ' I p � I �; I lig i � 11 li , i III � I1 I � I I lii � lil I �..: INCH MADE IN ICHto INA w I I 13 -" Ti.�ii_ - n I I I I, I I,...I... . I . I.. I . I.. Iml:!: I �I II ,! III.II Illll illlllllllllllll II Illli l;ll III lilt II(1n11 Illi) l ilii lilllliiullL,l.i Ilii. ...n: uni' i I Ilii I Ilnll 11nII I t 1 11111 nnil I ulllllll III�I n uil II I I III... .... I ....I,1 .L,....iL......11l,.. ..illl.IllIliifhiililli 111,1 Iil 111 I II! I lI IIIIIIIIIII. 1111 11:11 , ull .I i,. ,Iltll 1 Il nil 1 , TOP OF FOOTING TOP OF FOOTING 211.92' 211 .92' Yo DOWNSPOUT EXIT COLUMN 3" BLLOW TOP OF ISLAND _ (2) 1 '0 CONDUIT 10 CENTER OF DCWNSPOUTC2 C4 � ENTER COLUMN 6" ABOVE FOOTING XiA co _ - TOP OF ISLAND j IUP OF ISLAND C3� _ - - m 213. TL 61' /� 213.87' I m U TOP OF FOOTING n TOP OF ISLAND —� 211.92' TOP CF ISLAND 213.42' 213.68' (2) 1 "0 CONDUIT C/-j C1 C3 ENTER COLUMN 6" ABOVE FOOTING too ao co -Yo DOWNSPOUT 7 EXIT COLUMN 3" BELOW TOP OF ISLAND TO CENTER OF DOWNSPOUT TOP OF FOOTING 211.92' - 28'-0" TOP OF HI-ISLAND EL 21381' TOP Of LO-ISLAND - LL. 213.42' U EU FOUNDATION PLAN ---------- ------ CF1 Sl,/1Er_. 1/4" - t'-O.. • — - --"--_ � • I • I • • • • • 4 i�? ' T � '�D, AL_ N 0 T -__— d _ __ 0 0 I . CODE U .B.C. - - 97 ___GRW AFTER z • n w u 4 !6u WA COLLM ERECTION 0 2 . ROOF SNOW LOAD -- -- 25 P.S.F. t -- O V4 • 4 6Y GEN. CONTR W 3. WIND -- - 80 M . P. H. , EXPOSURE C J N 4. S E I S M I C - - 3 . • NATURAL, SOIL, FRoS 5. ASSUMED M!N . SQL! CAPACITY 1000 PQ F OWNER VERIFY , • I - carlPac a OR r` 1 , � 6. CONCRETE STRENGTH FOR FOOTINGS — —Cc = 2500, PSI n' ��+ - •'•'.••' '.••'•: • 7 . REINFORCING STEEL_. -- P7TM A615, GRADE 60, 1=Y= 60KSI TOP AI.LFOOTING a �QT --- �- W 8. HOT ROLLED STEEL SHAE LJ _ ' & PLATE -- -ASTM A36, FY--- 36KSI EL. It 211.92' a ILII 9 . STRUCTURAL TUBING- -ASTM A500 GRADE B, F Y= 46KS1 10. AI-L STRUCTURAL STEEL TO BE SHOP PRIME PAINTED 1 1 . COLD ROLLED STEEL SHEET, GALVANIZED -ASTivi A446, .RADE C , BASEPLATE F1'= 40KS1 11/4" x 20 x 1'4' � - — -- - L 12 . ANCHOR BOLT`. - - - ASTM A36, F;' — 36 KSI 11/41 THREADED ROD --/ reASTM A36, F = 36 k3i - _-- __ _ Q 13. WELDS - - E70 ELECTRODES --ALLWELDSBY CERTIFIED WELDERS WA:1. 4' x �r�" x o'-4" a 11 14. BOLTS - -ASTM A307 UNLESS NOTED. ° INST BY GL I 1 V)15. CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS AND I 1'.4'a (8)1515 0� CONDITIONS AND NOTIFY ENCINEER OF ANY DISCREPANCIES PRIOR (3,04's EA. FACE ,� r--� *3 IES , 12"OL. `� '3 TIES o 11'"OL. TO START OF WORK . ALL WORK TO BE IN ACCORDANCE WITH ALL . . __ -r r -� GC. APPLICABLE LODE( AND STANDARDS.16 . NO FIELD WEI_DS REQUIRED O 1 T IN P CTt BY KLEINFELDER INC . I __ _..°-L �_ �_ _ 7 . SHOP WELDS 0 BE S E D TESTING AGENCY. INSPECTION AGENCY TO BE RtIAINED �°"' 1' -- E -� -- � - ° -� LQ&FBY OWNER. 3' MIN. -e2&&L F T1_W&_ 3'4" ROUND Ak ----____ 3'-6" SNARE 2 CANOPY_ FOOTING SECTION =. '):1 — CF? SCALE: S. —` tial► N.T. �,..;�•' , l� 'L DRAWN BY: TEXACO 50'-2' x 4Cl' Q' CANOPY HOF' Il)l)9-00526 -' �- -IEf•f ..'t.,.� MEC 2000-00004 11834 �w PACTIC IIWY UF- eNCINEEREc1 Br; it@34 TI PAGIIU h'�/Y, "—'"' -- vcrttlN/�Iy1trA CANOPIES ANO ElU1t17ING5 SINCE 1925 TI�ARp [I___ 2345 N. ROSS PORT[„AND, OR 97227 N PY f YIN;ui l UTU tI/II5i1 49CHECKEO 11rv:CREATIM11/11/" I xfiUBMIT FOR PERMIT PHONE FAX ! (; n .,f 6. vle l:u�na rrNwtxv4e��c�I EyCRIPTION: COPYRIGHT DATE: 003) 288-5341 � (503) 380-1642 CE I p_1._Of_ 2_ OHM No-ji6,�;;W_,, Uw ►p" olb of oM w "o1W�r" h mon.»., *NOW w"I •n. wl"40" •1 tM wtlM CMgoiry. If 111k police appears clearer 111:111 Ilii• JUN 0 12000 dAcumenl, the !document is of marginal quality• 1111crot I 1111 '(I II II ti; , l�111(11111 'lII�!! !Il11I! i' 111IIIIIIiI( � i1�i ! j!;lII+!I !ill !;!il II!LIri1 ; 1"'!111 ," !li!!'I ! Ili II ! lijl !iijlliji II ;; I IIIIiI ! IjilIIl I Iii ! ljljililli ! ;Ijillllll� OAV INCMI i Mont CHIMA I + ! ',: 1 1 - ;:T I -- ii i1 ��T fl T ! tlTi ': j< 1 IIT 11 I Ili i1 1 I Til Iliitil 111 II 1 iiii!ii 1 1.11 'i 1111111,IIIlI...�11!��I,IlI►II,,....IIIIIII,l, ,,.I... ..,III.,,I Illi..i,II,.,....!!I.l,.!.I!!I1,!..I,,.!11i"�!!!, I a (3 7) RA's A 16" = 49'-4" ---- ----- t_ r _t .-1. r r _ r r r f L IF r r r r t —r r r r r 1 r 1_—L r r _L_ 1 • w 1 • r r 1 r r " 1 w r ■ 1 ■ r w 1-1 I N U r 31- 18 1- 41-0" - 4'-Q _ _ 4'-0* 4 -Q — 4 -Q 4'-0* - -- 4 -Q 4-p--- 4 -Q a -0 - 4 -0 - -3 t I � � 1 P1 W14x22 I 1 I F NGE STA AT 1/2 PO TS till �o CD ( PICA X ) ( EE ET. SHT C2) C2 'o P1 W14221 ( +, __._`.__ .,; , O II �� x x — — /2 1"V I I I b 3 3 II 9C = z ! K r7I d 11 - 1 V 1c Q Icv V m 3 "z- �--_ C1 I ---' cr C:) �' { .� W o L� I 1 4x22 � V cr m I ( I L) ` z too �� C7 I , r- P1 W14x22 -_.._.__._______ __._ _ 5'- 1" 13'-4" 13'--4" 13'-4" • ILS -� a- CANOPY - LIGHTING PLAN L I I - - -_ - - — - — — — _ — - __ C1 SCALE: 1/4" = 1'_0" -- 1 � C2 C3 28'-0" 1V-1" _— _— _- --- _--_-- 401-Ow ------ 1" 0/0 GUTTER do BRACKETS 50'-0' 1 - _ ._ .. --__.—._._..�_.___-'-__-"_.__...—____. _ .-_ ._ -.,.-...__- ____.-. _... ...._._._--•r.__--amnrraw..w�sa...�...+'.�.:-r�.,as�•.-..-�ww:oe•-se.>•-.-ss•_...._. .. . "- '-'-_._..__._yf.�..�....��+..�...��s..i'r,eT •.,,T,��r—��__ _ 1 w 1 N r N 1 V S- N 1 w 0/0 FASCIA = 50'--2" - 3 -6 - ----------_10 -0_ � - 10 -0 _ 10 -0 3 -0 3 -6 � CANOPY PLAN VIEW Fc F 1 -'------._---.__--_-__— F 1 ---- - F 1 _ F2* Fc FUD ft 10 F1 C 1 J SCALE: 1/4* s 1 0" � 3'-6 r _6» -- -101_Orr ,---- -1�-- 101-0" - _ -- - 10' -0" ---------- _10,-0" --� 3r-2" 3r-6� II BLACK ACM -- RED LIGHT BAND FC F1 F1 F1 F 1 F2* FC, Co HBO IN m m 'Cly _---�.____._:`�----_ __—._�.-----______...__,_._•_ ______—. _.—__-- ---_ ---.------._.__� __— �_____.�,—.__.._._ T __ _ _ +r} RED LIGHT BAND I- � • BLACK ACM I I I I( TYP 2x (1x) NEAR COLUMN I I I (I " (1x) FAR COLUMN 3/4"0 CONDUIT EXITS COLUMN _ I I 24" BELOW ROOF DECK (FOR SPEAKER FEED) I - 3"0 SCHD 40 GALV DOWNSPOUT -- 16"0 SCHD.10 II (TYPICAL. x 2) I (TYPICAL X 4) - r--" CANOPY END ELEVATION I� CT SCA..E. 1/4" 1'-0" a r vire f. DRAWN BY: l i 3 LIF 1999-00526 2 CANOPY SIDE ELEVATION _��__�_� _ __ _�—� ]3 ]E4CK ]Ep, T E X C Ll 50'-2" x 40'-0' CANOPY titl?C 2000-00004 -_ _� __ 11834 SW PACIFIC HWY C1 SCALE: 1/4" � V-0" �_� �--_�� ENGINEERED 9Y 11834 TI PACIFIC HWY. t+Ert[t�IiTONttA CANOPIES MILL BUILDINGS SINCE 1925 T IGARD, []R __ 2343 N. ROSS PORTLAND, OR 97227 I'G 21 of 62 SUBMIT FOR PERMIT- -- --________._ ___._.- —� CHECKED BY: I?FIONE 6AJd LAST-uran:11/11/ 9 1 —`ie AN Y PLAN AN E VAT S MATEDX1/11/ 9 I� —.1EFF 0 (503) 280-t d4x ME:1,\D*ArTIN.1\Tx\I4&56\Ct REV. DESCRIPTION: COPYRIGHT DATE: (503) 288—'.5341 HEEI'S 1 . 2 4 1�6 /_ OF�__— ORDER NO.. ,.,, TMw d*wbw. wl� Mr rr+wrb M the Boo* Cw"iV ■Irr mr nd N t» "*reowod in .ny mr«w. ►pt■pI wml NI■ pm *&10 M the Ow.bw Ob goy. If Ilii. notice appears Lehrer Ihan the JUN 0 2 2000 dOcnmelll, the docamertl is of nl:u-l;iIIA1 (IIIAlih. IIII�'IL�Ililtll'(! j ; r�T llljl►I 'IIIIIIIII I'' ! ( Ill�Il1 I ! ! ! ! !;11 { 11 ;i{ , ,I ; 1� ; ; 1 ; 1111 I ,1 I ! t 1 I. I. ; i { i li i I i ; 1 111 11 � l ; i I 1 ; i ,. I flll I Ii,I ,j li, ji� lil , ill�ili�ll�ll I III!!I Illillll I .IIII�IIIj Ii lilt 1:111 . _..a INCH of IN CN INA — — - �_ 3— i-- 1 -T —'' + Illi i l 1'i t� t: IIII (IIII I I li;illl hill 1 IIII 111!11 Iri !ilii li!'111!'liil it I!j Illi'! iiiliili! i 1' I!i 1 iiullffl{VIII 1{1n1 1 li "I'1' I' "f 1111n lllnll 11I 1111 t I u1111n i11n1 nllrin Itllll I�II,II�IIIlI1111I,111' �IIjIIIII,,I..lIIIIIfIlIIIlIII. ..,.I.. . .IlI.• ,I I.,....I.{.l,.I,.lfll-I , .....I. , .. . IIII III,II...lillll +I.............. I ! ' ., .hill .III, „ ,II.l..I1.l� I11iIIlIi. .111fI,i1I ,I,j' In11ll��ii1.11111111111111111,. . 1 S i — ATTACH FASCIA PANELS W/ #14 X 34 TEKS W/ NEO 48' O.C. 3MM ACM FASCIA - )• P - 21 C_ FASCIA BRACKET 48' O.C. -----.-.-- -- -- (4) 5/80 A307 BOLTS \ C3xlxl2GA VERTICAL Z3x1x12GA HORIZONTAL ATTACH TO DECK W/(*--'.) #14x3/4 TEKS W1 N E:[] — I ! 1/4 PL EA, SIDE - 20 IDE --20 GA, F!ASHING 1 1 <4> 5/80 A307 BOLTS --- I � TYP r:' STIFF. PLJ—� I I / ' PL — 1/2 X 17 X 2' -0' TYP @ STIFF. PL>-- ! L-2x1x126A, EA. SIDE OF COL. ATTACH TO COL W/ (2) #14x3/'4 TEKS —� _—` - �_.------" ATTACH TO DECK RIBS W/ #14 TEK 1 1 - - - - - - - - - - - - - - - ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - ' - WHITE SS2 DECK TRIM RING 4' SEAL TO DECK W/ HEAVY' URETHANE MASTIC �-- SS2 White Soffit / Gutter 20 GA, White Deck c2 ' 98, 10 ' 3' m ABS LEADER ---/ ! 1 #206A SS2 WHITE REMOVABLE LEADER COVER ; ---- 30 ABS Down Spout #16ga Gatv Fascia Suuport �— 16.0 Sch, 10 Col. 6__-, CANOPY SECTION _ (,2 SCALE 1 1/2 w 3 V_t,w SEAL SCREW POINTS >r/ ' VIJLCUM URFTI-TANS SEALANTIP50 ROOF Cl1P 3/16' H.R. PLATF,2101% ZINC PLATED W/ Ile' BOLT-SAI: 2 BEAM — BEAM FLANGE ----- _.�_ """•`� -�- i/ 20 GA CHANNEL 20 CA SS2 REMOVABLE LEADER COVER SHEETROOF �--CREWS--#14 SELF TAP , �--� c 1P55-COMPRCSSION FLANGE DOWN SPOUT SECURING STRAP ® 4'-0" MAX ----- --- --- �'�.� W/NFOPREN[ WASHERS (1275), SUPPORT. #16 GALVANIZED WRAP ABS WTAPE 0 EACH STRAP� STITCH ALL RIBS Q 48 Of STILL STRAP 1-112148' .004 1 /80 RIVETS AT 48" O.C. - FAS'IEN TO BEAM 6 ROOF PAINT WHITE IN FIELD — 3"0 ABS D.S. LEADER R19 W/(6) 1/4' SCREWS SEE PLAN FOR LOCATION. _ IL T r STANDARD ROOF PANELS 3 SECTION THRU LEADER COVER M TY - RA ---�C1 _ — SCALE: 6" - V-0" � DRAWN BY- t 11111' 1999-005X, M �_—._.�'�_ - - - _.�_ xrrJB ' R TEXACO 50'-2" x 40'-0` CANOPY rare 200()-000oa I I}tza sw PACIFIC Ilwv FNCIl/EER010 rar: tI834 SW PACIFIC HWY. _ _--� __ _ •— PETIM/Ta1JA (ANCIPIES AM VUKDINGS SINCE 1025 TIGARD, 13R I'(. 22 of G2 Lm Upmn.II/11/" a e —. __ 2345 N. ROSS PORTLAND. OR 117227 ANOPY DETAILS IEAr��ru/n/,r� - - JEFF SUBMIT FOR PERMIT t:HEc►cEo BY: Ia11QNC FAX FI :b\bPA� iNt1\Tx\I,6S6\C2 REV. DESCRIPTION: COPYRIGHT DATE: (�j) 28tl-534 1 (St)3) ?!IO-1642 �� .� � '4 ;„ ` , /rwA «r A! Pr.M►ey of ow o«�rll,'«.� .. MI a D. d R. SMI..r ce.*". •r•"•° ro x•�+:; ._ ._.ts .,.,.. .,rr;yr7rs^.r._-�^'l+14t7p�'?' �q�'. i .. ._ _..- _ _. _ iw�w.t �' .. ._ %t. If This notice '11)p sirs cleslrl•r than the JUN 0 Z 2000 ddcument, the document is of Margin-Il Ilnality. '''' Illlt'l1►111111�'l1 r ill Ill � l� llij ;� ;jl l �l ;lji'lllllll 1;1(► I II� �-�..i. I ; !III!I!IIj!I , !Iii ) ljil � i! �' I I !I ! � , I I� i� I :�i.i !jiililj �i!,I I IIIII� IIIj ,Ii Iltltjllllill. INCH ' MADE IN CHINA24X K t t �~I- t T i — t t "i� 'I' !!!illlilllltnllll!Ilil!IIIII!III!I!III(I!�!IIIIIIII{tllllllllllll!Ij!IIIltiiin!Illill{ irlilli(li!t!it,lii�.lf!i!I.iilliii intlllt�i�i jIIII!IIII!iilllllllllllllal..11lli!III,tIt!i!Illjl!IIII!!tjllilllil��i �. �{I „I tlj.�i..�ll��l.inl.11ln. ! Itittttll{ �.n !I j. I}=ltln.lill, OUT / OUT FASCIA — SEE PLAN OUT OUT FASCIA — SEE PLAN OUT / OUT BRACKETS AND GUTTER - SEE PLAN OUT / OUT BRACKETS AND GUTTER - SEE PLAN 3" #14 z 3/4 1E_ , 4 48" O.0 -- N 14 x 3/4 TEK 0 48" O.C. - - ATTACH FASCIA PANELS W/ #14 X 3/4 TEKS W/ NEO 0 48" O.C. ---- ATTACH FASCIA PANELS W/ X14 �( 3/4 TEKS 1N/ NEO ® 48" O.C. i FASCIA BRACKET 0 48" 0/C i � FASCIA BRACKET ® 48" 0%C C3 x I x 12GA x 331/4VERTICAL C3 x I x 12CA x 33" 1/4" VERTICAL Z3 x 1 x 12CA x 38" HORIZONTAL ' Z3 x 1 x 12CA x 38HORIZONTAL ATT,",CH TO DECK W/(3) ATTACH TO DFCK W/(3) 11 a x 3/a TEK w/NEO I I / #la x 3/4 TEK W/NEO � I t ' I / , , I � ' 1 I I ' I I � , I I ' I 1 ' I I ' I I ACM FASCIA _ ACM i A�,c;IA GT = 48" \ I #29r0 C.B. FLASFIING � #20GA GALv #20GA C.B. FLASHING / N20GA GALV a7 � t ICT 36" W GT = 36" _ ' W I Y , I Y i V m 1 1 I CV s lV RIB STIFFNER L2 1/2 x 1 1/2 x 3/16 (CONT) ATTCH TO RID W/#14 x 3/4 TEK 0 48" 0/C I � I I I #14 x 3/4 TEK W/NEO a14 x 3/4 IEK #14 x 3/4 TEK w/NEO 14 x T ,----�� 3/4 TEK TONG BEND CENTER OF PAN / 0 24" 0/C 1 ' 0 24" 0/C L -- - - - - - - - - - - - - - - - - - - - - - - - ll - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w 1/80 x 1/4" ss RIVET 0 24" o/c 1/8� x 1/4" ss RIVET � 24" o/c IT CK _ \ �� #20GA SE� WHITE DE - #20GA SE2 WHITE DECK \. LoI \ \ #16GA TEXACO LINING ANGLE ,\ \ 18GA TEXACO l INING AN(,I_E — #14 x 1 TEK W/NCO 0 16" O/ �� I 14 x 1 TEK W/NEO ® 16" 0/C iv �• \ #14 x 1 TEK W/NEO 0 8" 0/C d x 1 TEK W/NEO ® 8" 0/C 4-- - AI l j -- 2 �\ 4 1" FROM RIB & 0 C/L OF PAN L2 X 1 X #16GA ANGLE (CONT) - #20GA SS2_ WHITE CUTTER L7. X 1 X16GA ANGLE (CONT, GT = 24 3/4" _ H2OGA SS2 WHITE GUTTER GT = 24 3/4" #20GA SS2 WHITE SOFFIT 1/R"o� x 112" SS RIVE 1 0 48" 0/C - I" 9 3/8" \ 1/8"� x 1/2" SS RIVET ® 48" 0/C �. 9 3/8' _____-__ _- GT - 24 3/4" #20GA SS2 WHITE SOFFIT - 10 3/8" 10 3/8" GT = 24 3/4" ----__- _ - . _ _ _-- 2 CANOPY FASCIA SECTION � (;3 CANOP '>' FASCIA SECTION TI SCALE: 3" =s .1�-0" w% SCALE: 3" - V-0" s ,; otll �wJ rl PLAN DIMENSION PLAN DIMENSION 9'141 3 TYPICAL FASCIA JOINT DRAWN AY: " ^ �rrr ]E-I ]F �. T .X AC D 50'--2' x 40' -0" ANOP Y MIP 11 999-00526 C3 SCALE: 3 - t'-0 _` _ r ___ — ENGINEERED tiv: 11834 �>W PACIFIC HWY. ItI111 2000-00004 - _ __ -- -- h[y7nN/TnMjTA CANOPIES AND BUI!_DINGS SINCE 1925 i 1GARB OR 2345 N. ROSS PORTLA1NO, OR 97227 ^A I'Y F EGT 11834 SW PACIFIC: HWY t1\ST t1PdAT[.11/Iv�1 � 4 "" — CHECKED BY: f 110NE fAX - SUBMIT Ff.]R PERM1j - ._-.,.__ - -- _ _ {go3) 21ie-5321 " (503) 2d0-• 1154? 1r'EET-Q 3. #_—01--_4-- oRt)ER t�uTcau/u/�� err ,^r,�rRIGNT DATE: ...,�.. 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T1 PA15 CkAN M STAT M� �r wY/l 11 I r ��j CCAREtRT � .DE9Ka�l OED AT 34 AFF.Wim!OPETI 1 TO PAPER MAI DISPl *M BOBWC K B-4262 5-4262 SIFFACE MOLINTED (!' ( _ 2412 4 QEEla IME �+�1 J t� NcTE& 1 ALL TILE TC�ENERAL CONTRACTOR 9l3°iF'I.1Q7 AND N6TALLED (3Y 2. Wt't M NOT S 40UK MMMT ALL TOILET AC.C.E?960�E9 AT TI(E M.iMFAG 11�R,3 ------ -- _.__ � t "1 REC.c:M`1EN W MOINTING}ErjWTS A?'D 'N COMPLIANCE WrTW -- -- _ �a -� �-- � - ALL LOCAL AC, NATIONAL Ac'tZe6&LIT-, T6. -v� n -- _ n - t S I T- II II II ry 3. PRC7vQ?E BI.cxKING M WALLS"MCX#IITING (JF ALL T 11 I I I 1 r -- --- - T �•- -- �-- TOILET <>�530RIES A.3 RECOMt-ENDW- BY *►E MAKFACT1lI�R HAND SINK TOILET ACCESSORIES 3 EQUIPMEN' PLAN Qj ., C_ MK Inr IMA00ACTURER MODEL e WALL MIpUNTING I RF3'N1iKb MKKIITEM - MARFACTURElR MG'4El �illlGilglTM�fs FEMARICS m I($1 ACTIF.IER mom MOWTW, i 8 ASI INSTALL By N�TAL1 DY BY �. I NOT USED - WALK_ IN C'OOI.ER wjmki M! 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R1a11�,L -_ -_ _ _- -_ -- _ _ - - - 34 RLE GFT Sr`FUIIE MF�31. 1600'11 TEX FLOOR 49 - -- - 1 5A a 4X*W MADIft ►ae� 7AKI - F-, -- p;� _ -_ - _ -_ _.--_ -- - n�o�L�L,e�i� cAneoNAro+R - _ - _ _ _ • c•� ROOK - __ ROMMEL � CA - CoND �"- m_*E Or _CANIM _ _ - _ - ---_-_ _ ' _ _ 4.RCM#TECTURAL Ism 15B I®'1aT>r OTNE'1RS 1�� RIS I1OOF PLAN S►R�'`f'fs. 5210010 6TEE1®b OTfER3 BOOR NOT'� ,� , I DC DEYERAGI:DISPBEE.9R - _._.____....._.__ _ _ ._._.._.__. ._._.._. -...- _ _ _ _- - - Ca�EL.FUb 3030-A1ClP1 OTI$1� OTS SN/fE MfGI, WDOrA6A IT'�TOb OT!{� Fil„00R LFD /NAPKIN/rbTRAW D - GLS ' " - ------ Ike( a� u�au. �sz Har ue� G>G `loin` RA�[�' IERSHIP � 6 nr�+AHci+e�ul �w�.ve - - _--- - -- -- -- - - - - - - ____ 20 1I"-N e�lsdlllNN cubTrM w FLOOR n3 GRAPI�IGS VAL.14NCE U FI!!ER G!'T1C.t3 KUX _ _ _ TEX GC ML1C1EAD , ' °' M _1 C�ICK+C7 16N.�"£, :OVM'T f,1DlhlfLR FLET1 y -' _ Km M�.E"P/I 21 F Mt CONDENER t611T 1�'SMN�___. At°W 0ni Or }ll�t')F _- !d=1%20F PLAT 34 Ili' X 36'METAL WIRE Q_�lF M6 84ELYNG ' - �-- � �L 13- I�Gl VBG bwopcO 4TIl OTIt''FE_ F`1100p. wr- 30 R EYAI'�t7RATOlt_ �' _--------- - :- -- - _ 9 G -t.ER _ --TIDEL SYS18'� TACO II � ��{� - _ +'�'l SK-24••16!1-..J- G41� OTI�RS CLCa _ NOT S�{OW !39 b' X 4!►'METAL. WMk^L y9�l.F ISA ll�ELyINYs Ca1l:. Cam WALL A181ELF 1'-1' a, - _ 31 C 0LIIR CCJMOI�I M NT ,�,.w N _-- _ -_2w 0ITIf 6 Oni _ FIE: 10OM PLAN i4► NOT UbED 10 _�!ltiI6TPR/A�R�GX1Ir1IWLt. 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I ACT' FANEL I✓,�r C••l1RYM SILVER ACM FACE PANEL y � ILLI.IMINA'ED C�IIC VINYL AMENITIES GF�'iIC5 RIC AJO'1 r.4,cCIA BY OrWERB EQ -----...-_._ _ EC _ILLUMINATED FASC4A r Vi c w c c� ti cl �a w REFLECTED CEILING PLAN .� ,97 1/4'■�I-W' tJ L t Q [V i L cn UDdated:_ __. _ _ 12-15- cri THE Kw. � GAY S. L ARCHITECTURAL �ROMMEL ��, r. , at ,;• cs PARTNERSHIPS' ` . TEL. 508-W-0" R Y C3 ►�► �: ( , f N F„- EQUILO N� L.L.C. y PACIFIC" NORTHWEST RXG!ON a' REFLECTED CEL P .r 217 �& 99W S III 'I' 1-M-0026 1034 &W. PACXLn ml-.(. 2000-00004 A�Y T(/��$• , B�A��i�Jf;M j`.1 0 ��• of p:'�.. .Y. 11834 SW PACIFIC 11W') DRAN BY: �5 PO 34 of 62 .wr ! f'. �. `V'' �� 4 4M.' 4 y' I T' tp+.fi. 1� SfS:p'•.f r[ 'fit " K ' ;_, �'�! w4i ,.i s �.Y ';.7 1+ A V �- �{ X + 1 X71• � v� ",:. +'µt .{ � .. ;''' •.�11+'.�� +'w •�' ;,� ,.. � rf;. 1" ,•., .k tri '• '.�:1+' .,.p. :/7 � �:� � (` � ,. � � 7 ►. �R�� 'kI -. 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TO At.LOW TO REMAIN,TYP -- -_ -- __.-_J RELOCATEEXISTV'jCi SWITCI'E3, REMel EX15TWI DOOR AND FOR NE U 9TO�ON' S15TEM OUTLETS, APC, ALANI, TYP SEE rNCC EM/P D".FOR LOCAT1ON,'5 1 NORTH ELEVATION WM014 METAL FASCIA TN19 O,bvf WTAL FASCIA TN15 ItL4k.1 F_ RaIOVE EXISTHG V-C>tR004 METAL REi'10VE EXISTING sNEAt1JIN[t - TYP I ! 1!�'ION�EE cI6TMG Eur�buu ; 1/-m METAL I II !! A 6WEATNING - TTP I I e DATER L_ CJI _ _.._ )z RfT'WE TRA6W L REMvTz 91DEWALK ENC1.OSllR (FEWZ) Q' 1(77 ' 31DEII)AL K F46104 EXISTING UANDC�4U AND RELOCATE AIR � WAIER DOO" SUPPLY. >�R TO PLAN FOR NEW L OCA",IOTA EAST ELEVATION WEST ELEVATION 2 V4 ,1'-Qt .y RErOvt TUTS PORTION OF –— F'E1'IOvE TUIB F'JR?IQN OF METAL FA8(�IA. REF.110OR METAL FASCIA. REF.FLOOR PLAN FM EXACT D R'ENSION6 PLAN FOR EXACT pIP'EN60* � TH16 PORTION OF MI_T,41, FASCIA t0 REMAIN { I � � � ; Ill � li ► i I ! I I + i ; i ; It , I 1 ,� ! 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PACIFIC �iiQ � A"IP' '�11�.(_' 2000-00004 11934 SW PA('IFI(' IIWYDatop _ _ BEA1l�R'T01'V, OR, G� I,G 15 of 62 CWECKED By: _.r Ia__..0 , y , `i 06 r , r ,.. ..,..-a..s..-,«+.,,...--�.,.....�.� ..,. ..._ .•+�..r.ir� �wm��,aw.+.^i.r^....a+„Pn •+.kMRA '! "'� M�" .. _ .«.,... .. ...M..+4��rF... -,.xab �.iur ....+�...,...w.,.,._.Jllti ...« ..... ...., .,,. -w.. ...- _ �'' + V.` I .rs' 1,T"i If this notice appears cleaver thall the �� Z ?��Q y document, the document is of marginal gllahf�• !t 111 l t►) I I Ill�`l! i«I1(I�f�if I'III+I�Ijl�lllllll�l�l�lliil(� Jill 1Illji 111+1+►11�i; 1 'i; i+ll!jl ; ii�l I i)I� : ,I�i�i!i ► I�ii:1l�ili(i iiiii ; ;i I !jli �ifl;l I ill+lll1I+lei I�i �l�l�lillil 1 IN(:N MADE IN CHINA _ W II II ! 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P)OTER DISPLAI' SYSTEM, T1 P NORTH ELEVATION 'r1 .1' �► LK OF EXIOTNG METAL FA9 A, 2 4M METAL FW_1A I TYR (TO BE RE1'10I A�(s A.06 � LINE Or EXISTING METAL WAl l, ?YP Nfc11111l;TAL FASCIA -- — i �r r . I A,®1 E)WINDOW EBF_ INFILLIFF I A 1p'I A 2�1 46 L II -,t 1 I � NEW�l NEW G'A1 _ __ NEW DOOR EAST ELEVATION WEST ELEVATION 2 6'4'.l'-m 3 1/4'*V-0 NEW METAL FASCIA -- IWrIOvE E) "THS 11"xv EXISTING METAL FASCIA NSU FETAL FA5CIA AND 6FU WALL TO REMAIN ,17 PANAcUX FMS ADED By TEX, MTALLED OY Gr-. r1I71,,,AI THE 08-16- 1200 KW. FRoKr Qm; Ap r►�tY S. a; ;t ROIUINEL sumo 1 . AROHITECTURAL 97m PORTLAND, cJa p,r MGM _ PARTNERSHIPS ' M. 6►oaA Me�14A. , owl Lr w tf 7p f!I� _— PILI cm III cm {/��♦ j/'�_ > EQUILVi� L.L. , y 3 'I! PACIFIC'; NOfwr--H rR,'�' REGION SOUTH ELEVATION r EXTERIOR ELEVA 217 & 99 Itl I' I��Ir)-rlll�_'il z, r�. y \1EC 200(1-00(104 � �� .5,�. PACM ��t Kia sw rncu Ic 11wv DFVER`TON �' ' P(i 16 of' 62 _.., AF'rROVE0 0Y .,,,.s,,,.. . _,. ... .,.,udlw e.n..,.:.....,._..- ... ............ ,...., .. ._..,,._.._._. ....._«._...._.........- _. .a. ._...._.. ....,. ....�.-.,. - - ,_ _. ....__ ....,..,»..�,,..,«.i.., ...."......._... ... .,,....,........,.,__...- -...,:,i.4w.:.... __. ,.._..... .... ...... ._..,,»..._..... .. -,.._...,..:..r....,...w+a,..-..,....-.............,.+ei..._ .. .. _.,._,.._.. _. .. _......_.. ..,.._.. _. -...... .. ._. ._...u..._-. ,.._._ _ _ ... _. ... if this notice appears clearer than the JUN 0 7 2000 (10cumpnl, the do:umenl is of marginal qualil., I111C;1,0111111cd � INCH � j�l'A111�illi I�1111111111111�JL 1jjTj.l��,�l�l l�1111►jIlill 1l �!ilN 04114 ;, !: ! Il �l ;, t' I �f{:��;1;�! ;`If1jl(ij1a 11plilillijilillI (!!►�!!!I.!!!t�lll!��!i��ll! !illl!Itil!!!ill!il+!t!IIII!�;+!!�11t�,+11�t!!1lII!!�'!i�!ii�i''"11.x' , . ! NOL AT CENTER FOWION L* SC)UTN 141gt L (REFER TO PLAN FOR EXACT AT CENTER PORTION OF SWW WALL (REFER TO PLAN FOR EXACT 1;'K ISIONb), DELETE NEW ACM MFAL SOFFIT AIS ALL NEW L711`EKS06),DELETE NISII AC H METAL. X11 AND ALL NEW EXTEWA Ft#e*4U. FL RR JUT INTERIOR FACE OF EXISTING METAL EXTERIOR FN!8t•E$. RM OUT INTEMOR FACE OF E.`dBTNU METAL WALL A9 Si' OM N TWS SECTIONI. PANT EXTERIOR FACE OF UTAL-L Ab &AOA`! N TNI$SECTIM PANT EX(ERIGMQ FACE OF M EXI6TIN(a METAL WALL TO M4T04 OTWR WALLS. E.XI8IPYs METAL WALL 70 MlLTCN OT►ER WGLLB I'•lIR' # I'-112' ------ --- FACE OF 61EATNM t 3'•3I/!' I a ACM PANEL AGM P"-1 TOP OF FASCIA A01 PAPEL ACM PANEL 3 SIIrr "Cw41..V ICTAL /J - EX918tWGt ROOF LINE OF EXIST.F4b('-IA TO ,' t�11p1E AT EACIa VE+FtT. ,k?�P4' r / BE REMOVED EX6451 kt w0c AND 414r OL. TY1'. C 20 GA 3 !),S"GALV. PETAL 20 GA 3 5/8"GIALV.METAL AND 8TRLCT 14E /- /�/ AND 3TRIk TURE I r- i FRAME AT EACH VERT JOINT I. FRAME AT EACs4 VERT.JOINT _..-- , LIME OF EXl6T.FASCIA TO ANC 4'-Q)" O.C. TYP AND 4'-V' OC.TYR. j,' I I'!EE GpR'IOvLD I I _r_1 EXI6TWG ROOF - -- - r IbTNG I�>F _ Ao 0TRUCTU2E � -4 - COW 1APFJOFN3CE ? 5A-01"f __ _ _ -- - - - - - --- - - - -- _. _ _ • I r --r LINE OF EXIST LINE c7F EXIbT. I - - — - -- !;;' PLS tlwEat�ING --- I - 2m GA 3 5!8"GA�v.PETAL --L pF EXldi.-� f FASCIA t0 t'!E '4 FA6GIA TO BE �j °D - _ FRAI"E AT EAC44 VERT JOINT / F4AWA TO Illi _. REMOVED REMO ED -- _- -- AND 4'-0" OL. TYP. !" 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STUDS AT 24" O.C. r' I I ___ --------.--- - PANTED METAL I DOOR til/ TEJ`1F'.GtLASPi I IW I V2" RIGID INISUI_. .n ;i' UV 4" BATT N5"110N - -- -- ------- i I -,-- PANTE}O ME1'AI.. I ? --- _ PANTED MIETAL - '�/' STaREU.ATT 9'TSTEM ' � ' W✓ WE44.ATIrOG!3LAbS. 1 V2" METAL ST D5 AT 24" OC.. `Y' I � $TORE3iaA�IT 6T8TEM �^ irr � � ;n i — IW I V21, R>GID MSUL. � W/ !NBULATING GLASS. + 3 I - EXISTING METAL. WALL EXISTING METAL WALL ----_— ACM PANED- !BEYOND io I I 4'METAL TRACK WIFRE C1 UC C�'U'TE f30A' I/2" GOrICRETE 80AFZp Wi-ERE CMiJ 0GG11J2S V2" CONCRETE BOARD _ — 8"x8"x l �" CMU(A i ED TO WIRE CMU OCCURS � _ XNCRETE '� � — V2"CaNik"14ETE BOARD BOARD -- _ C0!"xCRFTE TO 'f �n cmc1C:CXff� NEW TING £CF NEW SLAB OVER AB 8"x8"xl 1/2" CM GLUED TO i __-_._. ._�..__-----_ ---_----___-- .__-__.-__-- - NEW GONGF!TE SLAB OVER -'-' LftTNG MTAI. WALL ' BOARD I EXISTNCs TOP OF NEW 9L AS , SrIOULD BE LEVEL AND RU8r1 - ----.__-- N&CONCRE'E SLAB OVER ;� �$ /� - S40UL.D BE LEVEL AND FLU-5441 1 Irl"METAL 8TU76 AT *"Or. UNTN !SLAB IN EXIST. 5ALE5 EXISTING. TOP OF NEW SLAPS � �: NEVI C 14CRM SLAB OVER WITH SL48 IN EX15T. SALES III!I UJ"MOO Nal$ I -�"i i SHOULD BE LE=VEL MD FLIJ&4 A t �' � EXISTING TOP OF NEW SLAB I L AREA. / WITH 81 AE IN EXIST. SALES -.. --- BNOULD BE LEVEL AND PI-04 nEXTMCa CCW- Aft:1 APO EXPANSION FIBER i AREA. % WItN BLAB IN EXIST. SALES / r� -------- ---_---- ----_-_- �- v - _ EXPANSION RNRAREA ,,-' FOO'•I1NYj y' NEW GONC1'aETE SIDEWALK - -- NEW CONCRETE SIDEWALK / _ I I I -• A1�1 = r NEW GOPICI�ETE 510EWALK NEW CITE 1 v j' --NEW GU(�it,F4ETE 8►DEUJAZK ! d 1 TOP OF FK S.AD L I TOP OF FIN.SLAB , -� OP OF FIK 91.AD - --- -��FK y •---- --- . . _ _ TOP FN. C2 \ ALTERNATE STARTER GCiE 1 \ _ _ \ \� \ "------ EY.P�WSION F!DER �. ALTERNATE STARTER GOIJFwE �._ ALTEFNATE 61A ERCaME - -- - - ExlBr. GONG. SLAB ALTERNATE STARTER GUJRgE I ALTE101,4T7_ STARTER CGURSE EXIST COC SLAFS _.--____ _ _____ EXIST.GONG. SLAB _ - - EXIST.CCINiG. SLAB rn 4T EXI5TING GARAGE DOOR NORTH WALL 1 SECTION AT EXISTING METAL WALL SECTION AT EXISTING WINDOW OPENING I NEW STOREFRONT AT EXISTING SERVICE AREA NEW STOREFRONT DOOR AT EXISTING SERVICE AREA SECTION AT EXISTING SALES AREA R) 1 3/4'.r-0' I 23/a'.+_m' .�" I 3/4'.r-0' 3ia'.r-0" ,._. I 5 ........ ....... ....y.. t ' ' t Ur)dated: 0 ��N , �zo cam. � ,-R0.1 �THE PMTMROMMEL LV. OR ARCHITECTURAL 072 KA N D, (00 i N PARTNERSHIP TEL: 609-X174 �' v OF 22,NN. •NMi� 'f.UNiIiNbO�101 ll�IM1�1 r sT 11c.�1oNlt� nn a 1sa M rs t8 EQUiLON� L.L.C. PACIFIC NORTHWEST REGION .rocJ_ WALL 8ECT'10NS____,_ Itlr 1 ��y-ou526 217 99W STIMMT sono-anob4 11850 SW CANYON' ROAD .+.........,-,....rr.._._,.._...__. ' 11834 SW PAc.'IFIC HWY _ BEAVERTON, ONZON n 11(i 37 of 62 pRAUN ay- , Dato CHECKED BY ._ .. At''PRO\ irD BY • .y i. 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DOOR �� AGM PANEL PILASTER I ACM PANEL PILASTER �-- C4•IANCsE IN FLOOR ��_.. 1'df)t7F T'FUfB BEYt7t'� MATERIALS TO { \' OC.GUIF UNDER DOOR t JAMB DETAIL SILL DETAIL JAMB / HEAD AT CASED OPENING EXISTING COLUMN COVER ______r_____ COLUMN / PILASTER DETAIL 31.r-V 2 3'.I'- 3 3'�i'•®' II/1'•I'-td' _____�_r_ _____ - ISI sC►aEC�. C;J:ILIi�Qf�r r-0' I csRt'�IaiC - I 1 1 1 BY Olu E i - x-3/4 V1 —Q V? V4 ;o BY OT�ER0. �,,: u4 CLEAR P1,.tJcIGLa�• F LA°rER9 / ✓ - SLOPED BOTTOM AT ?4U20 M,�EC ATWORT STRAW I �/ STRAW COMPARTI ENT5 � G!)h1F'ARTr'ENT r dp1e,!!i VE TO TOP o - b W1,4ITE PLEXKji_A5 BACKS � OF COOLER -- --- UNITE PLExksLAB BACKS LID C;Oi iPARTMfTITb (b) 6'UADE X 6' DEEP X -- V4' CUAR PLEXIGLA8 b 8' TALI. � WIT UELDED J061Tb, i LONCr 5TRAW CZMPARTMENT • - STRAW CO"PARTMNTS ��__-''F l2> OPE (l)AT 9' DEEP I CNE (U AT 12' S - U4' CLEAR PLEX*LAS y� LID CM- NAF'K!N � WATW UELDE D "We, 3 I 4 PAARTMENT. + 's� ARTr'#NT I b TYPICAL OW P.LpSD LAYER J FACE OF COOLER, lYPlt'>>,l N.`1P1C1N COP'fPARTrfENT \ 9' WADE X 12' DEEP x f 2' It.,--a' ll � 7 SECTION AT LID COMPARTMENTS NAPKIN / STRAW COMPARTMENTS ISOMETRIC OF LID ! STRAW i NAPKIN DiSP. NOT USED � NOT USED COOLER BULKHEAD DETAIL 1 War- 8 1 1/2 .r 9 OTT- 10 — ---�-�—_— 11 6 1 r- - D�►_E 2 x 6 CONT DC.�:.E 2 X 6 CCI"IT'. o--IEADER AC,RY56 HEADER ACROV, I I JPFNwj FOR i OPENNV�s FOR I i MOUNTING FM I MOLIHTNG FIBER I I OPTIC PO EL. OPTIC PAfL. FIBER-OPTIC (jrRAPl4r_S PANEL. I I I �Pr41G.q PMEL I F RAVE BY OTI f k I I I FRA'"'E BY a WR5 �I I � I I F�R•OPTiC I I '9 � t I � CONTROL BOX B� � I :► 1 I I 07�,h OLKTED T I I I I ( WALL I GaNf. ANGLE I /H k2c CONT A%k E FRN'IE, Pro, MAM BT M.SLAM BY I I OTHERS I 0TWER S w II I II r t 1 I �- I r• I r cn --• 5 r �-; WAROWO(X) i X F, WAPO llOOD EDGE, a BRIBE TO FIT 3'-�' 6CRIBE TO FiT •, DISPI=NEER i• FF ;3R.ICATED FROM ;c 1/4' CLEAR n) FUEAGLA5(21V)x 4'W x 8'D 1. 5EC]IFiE "` � .� 1 1 A TO Cou�TER rw Ur)datekd: �- 16 _- -- ?-6 VELC�D. 617E N i-_--,� _ } 160METW Det awii� 1200 ql.w. °RtD�" '� GARY S. RMU �._��, THE 1. r4�1�, RDMMEL surrE 4554 1 _Y -�► A' P'LAM MACY - 4' PL AM B1.QC P�TLA ' OR tUlttlIQ O V -A "' ARCHITECTURAL \.1_....� PAR PNERSHIP .: �n►- �j _ _ __ . COFiCEALF-D Puw _._- _GONC ALED F116►I CUASE FOR ELEC, 0 / AIS PLIIYR'31 s 2' I LATCH -- - i 2' ! LATC,N C44ASE FOR ELEC. ww -ADJ. 13F ., ON 1 )r A4D PLLf'1014's ��" ■[x111 iiI� M WCE98ED SHELF 1 1 4 1 r STOVAINO 1 I T 17 T /�• , W LAM(R..-i)ON b 3/4' PLYU�-r M , 3�4' �t.YwD,rrP. PACIFIC NOR�'Ii�lhR.R' REGION IF 1 ► , UNO, 1 SCMED,TILE SAM ;r SO ED TiLE SAM _INTERIOR w 'TAIL 217 �& 99 � _ _ I 1050 SIN CANYON ROAD. ,f Ii EAVERTO 40?W 1� CABINET SECTION 1� CABINET SECTION ,�� ......... - - fu ti I ' I c)�)`)-Uf)52G .._...,.�..r.,.R . .... ...... �.�.....,..........�.». ><.Y>nlm ...,.....� ,...w-. , Y: MEC 2000-00004 ,._...._ � �Y• 11834 SW PA('iFir tIWV 1 NY h• . , /' PG 40 of 62 V , i I 1 r "�pJ�Nir.t r'! If this notice appears clearer 111.111 the j u h Q � 2000 document, the document is of marginal q11:11i1y• Itlll'tllflllTT�'L! Tlj � ( i j jfj i I l � If li+, j ,jlf!illl{iji�ijjl' , ;1� , ; ! 11� IIIf ijiji; ,I!; ij ,j f l� lijll, i� , ,ililij ;1 I Ijl{ii !IIji1!, i Iljil �jlj!�l ii�Ilf1lji• II fi a n� , �) _ I a ill II i 7th,1111r." 1nj ,1 . idi; 7,111„ ___ - Nor -, p4mmit Vq t"M SCC T l 01@10 - 9iJttl , OF THE WORK guarantees and bonds and de i I ver then to the Omer. . r T r J 7 -r7-- f / / / / `� J The Contractor shall collect and assemble all r ng imuntents govern the IL FMN REMIIVAL, SECTION 0400 - LHAJ GtMkL METAL FRAM1NG // T� / �� _ / required Q GOVERNING DOCUMENTS- The following b not strove Furrrwork uant.l cuor.crete M:, .T'� m. Ste' The Wink, as defined in true Geruera! Caxiltions and / o 1 r ce+ oficutes of in5pectipn, test.rig and opptovul, and York, attoined strenr4th to support its awn weight, I1" toads and , /C 1 / / / , described in ' -� A. Provide galvanized, ,"5 - gauge punchd rwtat C studs with stiffento the Cux►tt-act Documents .s SWentr.2ed a5 follows, 1p f deliver theft to the Bowler, 1• Occupational Safety and Health Achinistrotion additional construction toads uni hos hardened emugh to i/ /S e JP reuwwter.;;tions, Chapter XVII, 192ti 65i: prevent leakage of thr. mo. ter fl",?s - M -,zes ,ndicuted on druc.ngs. framing xertbers shall � , ; 1 �� ;/ Reconstruct an existing sirKjle story tMve toy ental building with / v Ia I t ,/ tS c comply with ASTM C-645 Non-Loud Bearing Steel Studs, Runners and ,yS R 1 {f/ / 2. IN 1EXAS Texas irerich Lows, H/ 662 and HO 665 Heau Trucks for Screw Application of Gypsum Board. 7 /• r" metol roof and fascias into a stregle story retail flaetltty with mer / ryeF, o�•f 1 j/��+` e y5 E. YARfiANT[ES, SECTION 03200 - CONCRETE REIPi'QRCfMENT � / ,' .• aluminum comncsote wall panels, Illtetirated Fabr►c panel facet, new r P �O,drp►et s � I. Furnish written Warranties to the Owner Including single ply membrane roof on plywood decking over existing metal a of I $s e / specific items in each proolact warranty stipulated in tka E EXCAVATION INSPECTION, Do not place concrete in footing B (N:iIALLATIUN ./ l T r s n 1 e >iyt* roof system, aluminum vi ws and ntr interior d' all / f i / / inuvtuitpl sections. excorations wsthotrt the Architect' s inspection. A MINIMA WWLIANCE STANDARDS, The following Documents govern t• c A e i 4d .o • // r ge ►Kb a orates, Yw L�_1_L /� 1. Comply with A TM C-T51 for installation pF studs, rummrer5 ! / / 4 ' Partitions milisork. I1GIlow rtetot door frames, suspended acoustic -`� 2. W,ure, and transmit required Inspection Certificates, the York except where more restrictive requirements ore and furring charv►els secure Floor runners to corKnte ceilings, tele floors finishes, toilet room accessories, C STORAGE FACILITIES 3. Repair or repla,:e damaged portions of the construction, F TILL AND BACKFILL MATERIAL, Select fill material placed spectiieori floor with power driven anchors at 24' a c. stoggered and - eQuipmaemt, Site work and mechanical, plumbing and electrical work. I. Provide and me.intain adequate weathertight storoUe under Warranty, when damages resu,t from faulty mote,rlats under slabs, foundations and paving shall coup:y with the I. Sppciftcati0ns for Structural Concrete in Buildings, at 6' minimum from track ends. facilities, raised 6 incites minimum above the ground with or negligent workmanship, follovirn,) r,., trements. Material may be used from the site ACI-301• e. Space framing and Fasteners as required to meet allocable & DrQwir4 YEifi( 'ROV11dfD By IiNE OWNER, Refer to schedules on sides and top enclosed, and lockable doors / Ynrrant4that modifications or substitutions suggested by provided It is mode to tnreply through the use of admixtures 2 Manual of Stundard Practice for Dtioiling Reinforced deflection and fire rating requirements, give proper support 2. Replace materials improperly stored urd damaged by normal the Can..nctor Nill give satisfactory results, and that such as sund or line. Concrete Structures, ACI-315t .1 ur predicted weather conditions. Remove storage they will be equal o superior to the specified item or I. LIQUID LIMIT+ 30 to 45, 3 9uilding Code kequirenents for Reinforced Concrete, For covering material remund as indicated on ed assemblies Comply with U.L. design requirements for fire rated nsstebl,es. �� C. ►klClic ENTRY; gn � fncllities lien materials are stared within the ;fracture method unless shortcomings are specifically listed in 'dee 2. PLASTICITY INDEX, 7 to 20. ACI-311L •"4- 1 r" 1. Owner reserves riUtht of prior entry to completed and in a reathert;ght conditior. request for nodiftcnt,on or substitution. 3. LINEAR SHR IWAUE, 10'/. maximum. 3 Provide doubled 25 gage a staple 20 gage , rants c-studs partially conpietuld trees for peria'nprece of other York , 4. PURIIY, No stones or debris larger than 3 inches B. MiLL RfPORiS. Provide certificates from munufuc.turcr to suppport toilet cotpartments and screens, handrail , po ti Forned oa,dea other contracts. 7 T describi steel used Of relnfuxcl cannot be ,rent. ted, brackets, grab bars, shower seats, electrical equipment, Per T� / 0// F. f lMl COMPLETION, n9 nD i , Confine cunstruction operations, materials, and ectuipment �/ 1• When the York has been completed fulty in accordance with G. CIIMPAC`;rJt�l, Prov-de 90Y, ma■imum density under walks and provide tensile and bending test reports. and Fire RxtrregaishPr cabtnets mounted on stud partttlons. storage, appnratu�,, equipment, / / equ ass areas, 95% mininorn densit elsewhere. Add rater ar /. Coordtnote opening requirements for pipes, coxiuit, ducts, . L/nporary currstructlon, e i nt, t / the r irements of the Contract Documents, the g 1 Y and Other cOnstructlon related activities to such limits A e e epi Contractor shall send o written notict claiming final dry out to maintain optimum moisture content AASHTU G REIWORCE1kNT and other items concealed within framing space. and part ors of erne Protect Site as designated by the l / cCumtpletlon and shall spfcrsicasly note each ;ten m the compaction test NRthoa T-99, porta-mod at optimum moisture 1. BARS ASTM A 615 5. Provide Framed opening around items shown to be recessed Owner, a' as indicated on true Drawings, yl l I 1/ / patch list ns beir►p complete or the status of any Pince fill In IOyers not to exceed 6 inches after correction u• NO 3 BAR:, Grade 40 within finning spaces ;nstoll steel coldrolled charnels t'• 3. ba rot u;t adjacent properties, Including private / s ,nconpiete item. o• ALL OTHERS, Grade 6t). above and below wall opening to transfer loads to od_Jacant pr,opert i zs n►ed that of public domain, for ma ter i a l and I n o r c / 2. The Contractor st,o l l submit Final App h co t i on fur Pay,ment H. COMPACTION i F GRANULAR FILL: Colpoct trenches under slabs as 2. WIRE ASTM A 82• studs. tAkal equipmert storage or, for construction operations without j I x � e I indlcotinp ndJu�tmtent of accounts tn[luding original follows 3. WIRY FABRIC A'---iN A 185. C. METAL BACKING i ; specific written cpprovoi of Orly and all authorities / / t . / / I r.` , / Contract Sum, additions and deductions as included on I. 12 INCHES OR LESS, Provide anular flit meter toI soft . haul full and 1. Grab Barn Provide l2 9op><' steel backing plates welded or nt'i proper Jurisdiction f Y �s�e e / Charge Orders, tush allowances, deductions For enetgh to compact readily by rotor saturation D. ACCESSL'RIES Provide galvanized accessories. screwed to 20 gage metal studs at oft drywall partitions. ' / ur;.urrtcted York. and other requirements listed In the 2 BETWEEN 12 INCHES AND 36 INCHES, Cartpact by water 2. Toilet Partitions and Doorstops Provide 14 gage steel y $ECTI[N 01014 - OWifR PRO1'IDED DOCU1l,ENTS documents, including the Consent of Surety Ccrpony to saturation to within 2 feet OF the surface. The final 2 E. TIES 1,-, gauge annealed wire or standard clips. backing screwed to stud at all drywall partitions. " " E. RESTRICTION [i SNZAS, No advertising signs may be installed f ir,Ql Poyntot, AIA Docu.mnt 6707• feet 0 inches must be ccvtpacted in 6 inch layers. 3. Coot Hooks and Other Items Requiring Metal Racking A COFIES OF CIINTRACT UX:UENI`• The Owner will supply to the anywhere on the site. 3 Upon receipl' of the Contractor's 1`112itice cloimirp Final 3 OVER 36 INCHES, Compact in 6 Inch layers starting from F. FABRICAT'JN, tend and cut burs, fabric, and wire cold to the Provide 16 gage galvanized steel, pop riveted to metol Contractor, UP to 10 sets of Contract Documents, free of Completion, the Orator will perform a Final Inspection, the bottom. framing charge, for constrict on purpose;. Additiork,l copies will be SECTION U1600 - MATERIAL AND EQUIPMENT wird ,f the Worl, is Completed Fully in accordance with the fullowlrvg tvue►srwes I. SAND LAYER I. Sheared I th los or minus 1 inch. c reto available to the COntr',.Ctor if M pays trot cost or requirements of the Contract Documents, the Uwe, wlil p ..ECTION 055W - METAL FABRICATIEWS ;. reproductiat I. LOCATION, Where sand Cushion is noted order c�rncreta 2. lie tm of truss bars Jus or minus 1/2 Inch A SUBJTITU1lONS� ;;sue u Certlf.cate of Ca�pletlon, endo Certificate for P P • slobs. 3. Stirr, ies, and spirals 1 A SHOP DRAWINGS Indicate size, material, and finish. Show 4 I, Submit all substitutions prop-sed after the award of the Final Payment, 4, t p' pus Or Winos 1/2 inch. , B. COPIES Of S11"NEMENTARY CONTRACT DOCUMENTS: The follow 2 MATLRIAL, Yell-graded, inorganic mineral sand .n loon', 4, Ut1wr Fends plus or minus 1 inch tocations and snstaslotion u�edures. Incude- de s of ' Following Contract in writing with sufficient Information, se�rplos, px I , non-stratified deposits, per ASTM D 2488. Owner prOv.aled documents ore hereby designated as and difference in cost for evoluation Do not make G. TERMINAL 1NSPEC110hi joints, attachments, and clearerv:vs. Swplertentn,y Contract Documents, The Architei:t does nut sobstitutlons unless they are approved in rrl;irrg I lmw+rd.atrly prior to expiration of the one-veer guarantee 3. THlCKNE';S, 2 inches under walks and 4 ,aches elsewhere, Cx PREPARATION Bes'ore placing reinforcement, inspect formwork 4 CO)MPACIION, Copact to support concrete without nor fit and tolo-ance. Clean reinforcing free from fore guarantee their contents os t0 accuracy, completeness, or 2. Prepare ¢i0tatlprs; for proposed change,. In the York in o period, the Contractor shall rake an in:,pectlort of the tree B. STEEL MATERIALS! _ su;tabil ,ty 'break down' fawn giving the rtuaelaer of units, writ Cost York in the company of tree Llvrer fhe Owner shoIt be settlement during placing• coatings, sealers, powdered and scaled rust and other hi I. STEEL PLATES, ASTM A 36 to tolerances of ASTM A 6. 1. Su,1, Fepo;rt of materials, hours of lobr'r, hourly cast of labor, tool given not less than 5 days notice aria to the reducing conditi-ns. 2. STEEL PIPE! ASTM A 501 or A 500 to shapes detailed. 2 Survey costs, overhead, and profit, reflecting credits as veil anticipated dote of terminal inspeiction. J. VAPOR BARRIER, Provide o 6 mill polyethylene plastic film 3. BOLTS, ASTM A 307 typically, ani ASiR A 325, high �4- vapor barrier raider floor slobs p aced an earth. H. SPLICES NOT DETAILED, Staggered splices at adjacent bars• as extras. 2 Where any portion of the York has proven to be defective � p j strength bolts, nuts, and washers, where shone Orr the I ,• SECTION OIL16 - MEASUTA_MFN1 AND PAYiENT and requires rtplacemertt, repair or adjustment, the Do ►rot splice ut tueat of greotest stress. Drawings. " SECTION 00,116 - ',OIL STABILIZATION B USF MATERIALS THAT ARL Contractor shall iFlteeditttly provide materials and labor 1. INSTALLATION, Su • or.i usition re,nfor'cemant to : A 1'ROEdtESS SG1'iEDUL AND CAST BREAhDOVhok Within 21 days after I Mer aril of hsgtn quastty suited to the usr untended except necessary to retrPdy such detective York arxi shall execute PPw• P' ►„ C. GALVANIZED MATERIALS. All exterior exposed steel and where A Coordinate the requirements of the Structural Drawings with dls lacenent b construction loads or concrete locement execut.at of Contract. submit, .n acceptable corn, when rested as used • suc:h Work .,trout delay unt.l cnmpleted to the P Y D rated on the Arnot s. p the requlrtnents Of this SettlOn• if n Conflict exists, $ rt bar reinforcement On chairs cow' concrete blocks of anticipated prrx)ress schordule showing subdivision of Contract 2 .,unable for the function Intended. satisFnCtion of the Owner even though the date of Support 1. NONSTRUCTURM• P PE, ASTM A 120, Into oar. ius items of permanent construction, stating 3. Corresponding in quality to reloted materials in the completion of the corrective ark ray e•trrxl beyond the rl4tati0rr5 on the Structural D►awini➢s take precedence. Refer sane mux design os concrete. 2. (RON AND STEEL HARINARE, ASTM A 153. 9"titie9 and price, as basis for computing value to Owner Absence of o dtiinstive SpPclfication expiration date of the guarantee -rtod to the Soils report and sue vey fix exlsllreg subsurface of permarienft usable parts of facility to be paid for On 4• Of good appearance where exposed to view. 3. The Contractor shall not be responsible for correction of conditions- 7 SECTION 03312 CAST-IN-PLACE CONCRETE I. STEEL SHAPES, PLATES, BARS, AND STP.IPS, ASTM A 123. nonthly ,+stlnates. NC pay tnt w. 11 be made to Contractor 5, Of one manufacturer c.r source mor' the some specific York which has been domiged because of neglect or nbuse AL ERr/ 4, STEEL SWETS, ASTM A 446. 1 . unti 1 such schedule has �,be, submitted and approved purpose, with uniform oppeorartc< and physical properties. ry the Owner nor' the replacement of parts necesf.toted by A. MINIMUM COMPLIANCE STANDARDS, The following Documents govern 5. ASSEMBLED STEEL PREIMICTS ASTM A 386. 6. Plainly narked, and delivered to the site in or .ytrnal normal weer- ,n use. / / the York except where more restrletltme Items ore spectfled sx DELIVERY QF lOT-D►Pi'ED ITEMS, ASiR A 525. B. PROGRE, PAYMENTS, Moethi'y payments till be mode 0n vo!ue of unopened coetalners when the nature of the materials isr I e I 1. Srecificdtsons for Structural Conerett in Building, ACI 7j computed work and mater .,Is Suitably stored at sitp, less suitable for conto,ntr•s SECTION 01710 CLEANING s r I I I I 301' R STEEL SW PRIMER, Apply with spray for exposed items• rete inn► L)vrWr wl t t not 2. Guide for Concrete Floor and Slab Construction ACT 302. ge goy for ratririal_• tarred uFf-site I t h 3. Building Cods ulrenents for Reinforced Concrete. ACI APPLY Primer Fret of runs and othetr irregular.t.es that nay Payment by Owner will ►,e Wade within a reasonable time from C WORK BY OTHERS, Arrange to accommodate N. I.C. York. When A PERIODIC CLEANING, � �� ng �' require mtOdlficuti0n t0 achieve the specified finish date FOntractor' s application is received. Contractor shuts info mntioxn is inamkgrate, request Further Instructions I GARBAGE COLLECTIONS Provide 0 LO'Ipction con 01 each p „s�, t t 11 r o � yl r ' 31e. appearance. pay f x per ntts, fens, and local and state toxes be,oe proceeding, location on the site used as an ratlni'J arta Pick up all 4. In hot weather, York in occordern-e with the rer.ommended I FEiAINAGE Retoinuge of 10% of amousnt due Contractor garbage not deposited In cans doily. If garbage Is left t v t Practice for Not Weather, ACI 305. E. VDWMAMIP a. il be held by 0v"wr until 30 Days after Substantial D. Follow manufacturer's anufactu 's Instructions• When such nstruct.nr,s overnight, cover corns. Remove o,Nnrboge from the site at o / I 5• lin cold w e0ler, Wok in occo,dance witl. Rer_om,ende,i I. EXPOSED ITEMS, Moderate irregularities not visible at 30 / Practice For Cold Weather, ACT 306. fret may remain. Mull marks •a remain Completion are :n et�reiliCt �1th the Contract Documents, make request cur least wrekly. K,e4p the Mark area free of garbage, trash, y y clarificotion before proceeding. Keep a copy of are and vermin infestation, f d r' ,;�, e t Q. WELDS Grind welds to small radius with uniform u,':TION 01070 DEFI'4:TIONS manufocturer's :nstructions on the j.,t,. 2 TRASH REiOVAL� Clean the Work area of trash at leost ' r � / B. DOCUMENT PRECEDENCE, Notations and requirements on the sized cove, ante n reek. When rapid Accumulat,o,-, Occurs, remove / Structural Drawings sunersede conflicting requirements of b, 11 TS1 Use only flat or oval head, countersunk bolts A. TN CONTRACT DOCUMENTS, The Drawings ore those tnunerated in E. Perform hs alit this Section '>th high quality professional rorkmonship�. Join troch more frequently. Remove highly combustible troch I I � tlmFetrt exposed to vier. roe 'List of Drawings' and ide,etiFied in the Contract, The materials to uniform, accurate fit so they nett •with straight such as paper and cardx ori daily, i a a e e c. JOINTS, Provide maximum gap of 1/I6 inch. Drawings. in many Instances, are schenotic and do not define lines, free of smears or overlops. Instali exposed materials 3. DISPOSITION OF DEBRIS, Remove debris Frt.,m the site and I I I e f s C. MATERIALS, 2 OTHLR LOCATIONS, No improvement from mill finish exact locations of ever t and sere of Yuri. items appropriately :ever, plumb, and at accurate right o les or Hoke le I dis sitltx► locations for dis sal shall be 1. CEMENT, ASTM C 150, Type I or III required except ration for galvanizing o ins Y Da P �oar' Y P Qh rg 9a Po W I , t l eQu+ p preparation tea g priming. Fur n,isietd may vary In dimension and In Other ways from trot flush with adjoining motersols. Attach materials with of the Contractor's choice within the above restriction / 2• AGGREGATE& Sta.tdard weight oggregute, ASTM C 33. Refer 3, WELDS, Grinding not required ng spacing of attachments that No debris or material may be btrltd or burned at the r v 1 w' a to ACI 301-3.6 for maximum sine. 4. VJTS: Exposed bolts permitted ;pxclf is itr*n; colied for in the CrmiroCt Documents. In such sufficient strength, number, and cases, *tP►mirk' exo..t position of each rt 'on the job' will not foil until material.; 'oined are broken or site Take necessary prevent accidental 3. WATER, Potable and clean. Po' part by J ry precautions to meosurements, drawings from equipment manufacturers, and L.ormanentty deformed, burning of materials by avotdsrg Iargt accuriulatlon of4. ADMI�il.ws, SECTION 06100 ROUGH CARPEN1RY ' to0rdi►ati0n a,tn other York. combustible materials. i T - a. WATER REDUCER AND SET RETARDER, ASTM C 4941 A, B, orSECTION 01700 - •.ZirtiRACT CLOSEOUT T ' D. Do not use chlorides. A GENERAL REQUIREMENTS FOR LUMBER, B SPECIFICATIONS' I. SINAI. CLEANIN(s t e o , r b. AIR ENTRAINER ASTM C 26a I. STANDARDS, PS-20-70 American Softwood L-amber Standard •M 1 The Format of the Spec: Icotions divides the York into A SUBSTANTIAL LOMPlETIN L The Work ore* shall be thoroughly cteaned inside and t' r dand PS-1-133 Softwood Plywood Major Divisions end Wart+ Stcttons and attempts to groupn 1. When the Contractor that the Work or a outside, Cleaning includes removal of smudges, morks, I I ° V t 0 ' D MIX, Design concrete nix to comply with the standard of 2, COPINfv SFPA, "PIS, WWPA, WCLB, and APA the Work in each Section by source cf material or by designated portion thereof Is substantially complete, the atoins, fingerprints, soil dirt, spots, dust, lint, and devtattOns specified In ACI-301 and ACI-318 for the concretr: 3 NARKING+ Stomp each place with the GrodP Assoclotiun and tra le, solely For the cOnvenlenCP of the users Q10 trade Contractor shall send a written notice of Substantial other foreign rater.a's from finished and exposed - A I I ' strengths shown on the Structural Drawings. If no strength spec its, Jurisdtctio►ts are intended or implied. Conpletton to the OwePr requesting on Inspection of the surfaces. - r is shown, provide 3000 psi concrete. Irtclulde air pntroiner 4, SPECIES Douglas fir. 2 the outline fore and Itperntive voice are typically used Work, 2. Remove all temparnry facilities. r c Ur t s for exterior exposed concrete to produce 37 plus or minus li 5 fINIShb Provide SIS finish tlnly„ specifically noted to Oast rrpxtttious ust of worA5 or word grout's (such as c. Within a reasonable tine after recelpt of the 7 J. total air content as determined by ASTM C 231 or ASIR C 138, otherwise, 'rtrr,tsh and install', 'Contractor shall', and other Contractor' s notice clo;ni Substontioi f. let.or., the ' Provide o nanlnurm slump of 4 Inches 6. SEASONING REQUIREMENTS, Ksln-dr or air-cin to a 15'% ng �w SECTION ION 02055 - DEMOLITION T ION .r• Q � , Y Y Simi lar statt+tentsi old to toll for the type of naterlals Owner rl I I make nn inspection of the Work to determine mxirxrt moisture content Mark each piece- 'KD' or v� , and mrthods and limit of tfatir use in the briefest the state of conplet,on and will prepare o punch-list of A, MINIMUM COMPLIANCE STAN1k1Rt3S' 9k s E. INSPECTION AND ?REPARATillhk G� not place rnrv-intopltil "MC151. .'t ;, possible manner. Such words omitted from the text shall items requiring completion or co-rtrtton 1• Dpmoll;h designotfd structuress remove fuudotlons, e r1i t / Formini, rtlnfoxcement, and built- in items have been 7. GRADES, Comply with the ,'Pcommendrd minimum grades fur I', inspected and approved by thr A►rh tett. tach s cific use as s ec,ified b the specific di be construed to be Inc laded Just of .f they ren npetted 3. If during the carie of his inspeCt.On the Lltmer slabsrot-grade and d:scrx'weect utilltles, Pe P Y Pe gro nQ dn,'h time de,ormines that the Work i; not substantially complete, ,, ' 1 e t Y e I. SUBGRADE, Dampen subgrades not covered with nrmbrane by assoclatlon sox h us the Southtrrr, Pine Use Guide, ToLle 2. . y Reno a necessary materials to install work indicated on o t s Inkltn lnmedlot'1 beforo, placing cuncrete. Omit arno os Specified owl the Structwot Drawings. he will discontinue the ins rtion and notify the ` � P►' g y p cin. ' �' C MINIMUM COMPLIANCE STANDARDS AND INDUSiR'C SPECIFICATIONS, Contractor that the Work does not comply with the dror+it ,+s• t t i yt'^ m when subgrade is olr•eady damp Dry out socmv subgrode M Materials and operations specified by reference to published requirements for tubstontlol Complttion. 3 coordinate with Owner fur usom of existing building, r r ` befOrp plac!ng slabs unless netting .s uaeiform end B elOOD iREATNENT FOR APOV1 GP"D _OCATIONSt Stomp each piece L_ speriflcaticons of a manufacturer, a society, an association, 4. immediately upon receipt of notice that the York I-, not building romps, stairs, ew..�w„ys and other items in placlr►g r..nn be cont .Ithout dornage to subgredr. Piece of lumber with the type of trtatner,t end anent of retention a ecde, or other referenced standard, shalt comply with the sl fstnntlnlly Complete, the Contractor shall correct the conjuartsttrn with this contract. SECTION fk�5.r 0 r QiCRETE CURBS, Wm�_KS, AND PAVING stab screeds to procise elevation. Obtain the Redly wattrbornP Type trtotnent to ,19X and stamp 's-DRY'. ' u ctrrent requiremnents of the referenced document, officially deficiencies and send o second writ'et notice to the B. REGULATORY REQUIREMENTS, rr- Architect's approval of subrUrnde and screeds prior to I• APPLI(ATION Apply pressure or vacuum treatment. Comply CL published u7/e or b�fot the dote Of receipt of bids. Owner as A WOkK GOVERNED BY OTHER SECT!ONS, lite actual performance Of concrete locempnt. I dub p speflFted above. P with AWPB Treating Standards LP-t or LI -3 typically. I. Conform to oppIIcob le writ for demolition of rtrnxlure, this Work roma ns within thea SRCtIOn, but sub pct to the + 5. When the [finer determines that flee Ya•k meets the J 2. FORMS, Reweave din., sawdust, not Is, and other fore,gn 2 LOt 1ilUlIS, Provide treated woad at thq following 1e c safety of adjacent structures, dust control, servlcp Applicable requirements of Division 3 - Concrete. moteriAl from foxmrd spaces, C_ SECTION 01410 - 1EuTIW LABORA70PY SERVICE., requirpeonts of Substantial Completion, the Owner rilltocotionst 7 utilities and discovered hazards. 3. 9UILT IN ITEMS ►nstnli I Q. Where shown , the Drawl prepare o Cer',ficote of Substantial Comtptetlon, AIA pipe, sleeves, bolts, anchors, u B. MINIMUM CUIPLiANCE STANDARDS, York in accordance with 'hip and other �:ost-in lace items secur'el Use to lutes to 0, A. M independent testing laboratory may be selected by the lbtunent G7Oa C. EKECUTID+, P Y m9 b. Woad members resting on concrete or nosox,ny " (}wirer to irk ort and test the materials is and methods of li. The Contractor shall following set built-in (tens accurately. p prepare and submit to the Ormr a 1, Provide, erect, and motntain temporary borriers and y' c. Grounds embedded In concrete, plaster, or masonry " �; mP 1 ACI 316 and ACI 325. construction as hereinafter sw.;fled for compliance with the list of Items to bt completer,) or corrected within tli- security devices d Blocking or grouaeds 4nbeddrrd In eoxestru[tlon In itch • Contract Documents time limits establlshxd in the Certrflcote of Subs'.ontiot y 2. Portland Cement Assoc int ion, PA017 and PL F. PLACING a manner os to prevent expostre to circulating air. Completion. 2. Protect existing moteriats which are no; to be demolished 3. ACI 3U2 I. Use buggies and metal chutes at ,loypes between 1, 2 and e. Roofin�►gg grounds. . 'v. ` B. The Omer will pay for the initial soborutoxy services of 7 Thee Owner will rev Iev noxi omend the list of .tens to be 3. C~t rations with minimum Interference to public or 1, 3 to avoid separation of aggrvgotes. Drop concrete 3. CUT TREA1rENT, Treat cuts b di or brushingwith A! it materials that c I with the re ,rements of the Contract completed or corrected and n ,and the coral^ted list to � C CONCRETE MATERIALS, Provide 3000 psi gray concrete with air verticals in centerl do not draw or rake concrete preservative. y uap y ql,l' piF. private va to accesses. y tCx Documents, Th* Contractor shell goy fOr testing and thr Certificate of Substantial Completion, entraining and water reducing with acceleratl g or retarding laterally to poslion, Q) retesting of moterials that do rot comply with the 4. Maintain egress and access at all tints. compounds. 2. Use ready-nixed concrete onlyComply txep y wi th recyai rm'mrents C. PLYWOOD! Provide PS-183 Softwood plywood narked with APA c requirements of the Contract Dxueents. B WO.IALS, IN-TRUCTiONS AND KEYS, 5 Disconnect, cop and identify or remove designated of ASTM C 94 fox mixing mrd transFtortatlon of runcrete to stamp inwilc.oting quality end Finish as reco+nended for each 1 The Co► 'aCtOI shall assemble arxi deliver to the Omer utilities, Notify Owner/Architect of any utilities found D, PAVING AND CUtB JOiNT FILLER+ Provide 3/4 Inch thick, Clear the project. ese by the Arerlcan Plyvood Assoclo h air. Only plywood with C. F TRUC TIJRAL CONCRETE, pr I need or typevr l tten operat i ng, serv;r ng, ra i nteranc e, which are not noted on the drawings, heart construction grade redwood with dowels as deta i led On 3. P lace concrete cont i nous l y I n any one par t of the York. on APA stamp I nd l cat l rug "Exterior" a 'C>,pOsur a 1' grades I. AGGREGATE TESTS, Check the proposed o;ggregate in and cleaning instructions and ports I its For all ih,ns 6. Demolish components indicated, In on orderly gird careful the Drawings, a. if n chole part of the Work conal be placed wlII be acceptable. 1. U:) tccordome with ASTM C 33, of equlpxtent provided as part of true Contract, Inc tude manner monolithically, place to construction joints "' Z, NIX DESIGN, Check the proposed nixes for proportions, names and add-esses of local representatives of each unit 7. Rough gr ode and cotpoct oreas affected by demolition to E PAVINIi 1CiNT SEALING IOMPUJNIh Provide o sirit;lp compoartpnt, Indicated ore Drawings Or as approved by the D. PLYWOOD KAY 'HEATHiNG Mork each piece with Ai'A grade , I 'IFvoter ctnmt ratio and slump In accordance with ACI 613 of "ItTirent, index manuals containing Items of maintain site grories and contoursrubberized, hot applied sen IIrig compound ylmIIor to Allred Architect, trOdenarks as noted above. Maintain n^inlnum 1/8 Inch gap No, 9005, complying with F S SS-5-1401B. o. Reti,hten forms, -lean hardened surfaces, and cover I and 318. different equipment. � b along edges c.nd 1/16 irrh gap across orxd, Apply plywood 8, Remove demolished materials From site as work, p►OytSSP'i. with bond) compound before platin o Inst hardened 3. SLUMP TESTS) Tole slump tests par ASTM C 143 At the 2. Provide two copies of Porh required manual Including Leave nreos of work In clean condition after each work t9 9a roof sheothlrey assay the Folior.reg types of rails 1 F SLOPE FOR DRAINAGE Slopp Yolks, driveways, povir,g, and concrete. %�� A �j� c..n beg i iwt I ng of each day's pour I n9 operations and whenever tltcho:n I co l and E I rc tr i c n. pix t 1 or� ni the Mork. (, PLYWOOD THICKNESS 1/2 to 1 T Nf_H: UsP Ad uomwion :tn I I s. lj,(r cti water adjustments or noticeable char of stun occurs, 3, The Contractor shall `I°Y gutters. 4. Place sl d Concrete from bottom o , ° g', La J pe p provide r.ervlces of skilled and SECTION 02110 - SITE CLEARING AND GQUBNING sloped K' 2. SPACING, 6 inches oft sand t? inches In field. tU 4, SAMPLING competent supervisory persovtel to Instruct the Owner's S. Use feral;,^Ory screeds when playing !abs to maintain Ur)dat 1d: ..-27- f U) a. Make five standard cylinders of the beginning of rich persor,el In the operation and maintemner of all G TOOLING, levels and slopes as required. Provide odpcauotP support �/ _ _ _ -_ t• A VEGEIATI[W PRESERVATION, Do not remove treos or shrubs I- EDGINGo walks and ver edges to 0 3/H inch radius C,J Y t4 W ptocenent. TnkP extra simples at noticeable change Operating equipment And systems !xovlded as part of the � paying � for screeds to mtointaln acCovrote elevations. E. INSTALLATION, z without the spxclflc approval of the Architect. Damaged at expansion joints and where needed to form a neat �!� Q ,� ( Y GAR. 9)• �'. In the comicrete mokeup. Contract. I. Set rood framing accurately and neatly. Brace well and , vegetation sheoll be replacer) appearance. b. Joke fan additional test cylinders for every 100 4. Upon completion. of the Wrxl,, the Contractor sholl deliver ,EC110N 03376 - CQCREIE Cl1RING, TRE:AIMENT, AND FINISHES hall securely. Frames at 16 Inches on center or Indicated stm ON 2. .OINT1Nft Where shown on the Drawings us control points V. cubic yards Or rrnctiat thereof ,;ire per ASTM C nil keys, including Waster keys and any sp>eclol keys, and on trop Drawl nes. ROI�4I�EL AORTUIND OR Op y g B Rit1UtREMENTC [>F REGIA.ATQRY AGENCIES, Adhere to State and <C• J. a or tooled alae (T, J. ). A. CURING NAIERIAI-S, 2. Set rood grounds Fo,• attachment of Work specified In ARCHITECTURAL �720� r , R Q �� . 192. tin c les of the ke In s,:hedUle to the Owner, And shall , local code requirements For .ht dlspwsal of tress and shrubs 3. CONTROL JOINT, /4 Inch vide, Use wrapped, ;mocth f-f c• Perform sampling in catplinnce with ASTM C 172. assist the Owner .n deoctivotton of e.onstruction kty,�d PP I, PRODUCT LIMITATIONS, Do not use proxitucts with the other Sections. removed from the site• dowels to maintain alignment. 5. TESTING, Test cylinders for cc,r,pression in occordarice locks used to the Project. lllrwte follOring characteristics. 3. Use washer's on bolts used to attach wood. Use golvonizerd PARTNERSHIP � h � It, *Ith ASIR C 39, 10OLED JOIN1 DfP1M 1/4 inch unless shown otherwise. a. Leave oily or waxy residua that may interfere with belts and rashers on treated wood Tu: 5t3,•U7.w" t�" �1 w C. OWNERSHIP OF REMOVED MATERIALS AND VEGETATION, Unless rated 5. WORKMANSHIP, Remove marks of tooling from the surface. Future coati 5 Or floors adhesives. ' ® t a. LAB[1itATUtY CURE, 2 cylinders sn accordance to ASTM C C. RELEASE OF LIENS, ^9 r'e9 4. Use yalvanlzed motel Framing ureeleors, beam soots, orvi r otherwise, removed motprinls berome the property of the b. Discolor surfaces designated to remit) uncovered. < r 192- 1. The Coxltror tar shot I uit t Iver to tlet Owner o b I onket 13h c I t where I r.d I ca ted Contractor. H. I1NISII, Light broom ux Melt Finish with Innes perpendicular 2. SHEET CURr.NCr White sheet mutertols only, complying with `; b FIELD rlJRliv:i, Prran�nlrg cylinders in Acr-oxdahct to release of liens covering all York performed under this Y, ,' / �/// � e� t>>0� I#/�t eTp Nowt _ �, A;TM C 31. Contra(t, luding that cf Subcontractors, to tr ,fF,r- flow. ASIR C 171. A - U � / , �/, / m61Nd�l of ti4L!'Iwv1U1M r[e1aa D PROTECTION Or VEGETATIONr Rope, or Fence off vegetation that 3. LiOUiD CURING CEPPOLJNa / / / / FN,rOP I I iPSt cyl tmedprs tru et 1 days noxi tin of 2A cloys, Subs,ixOntroctrxs, vendors a►td other suppliers of ,/� Y< r w t, is to remain to prevent damage. SECTION 03110 - CONCRETE FORMWORK averaging test rr,ults. fFst remaining cyllntlPrs at materinls and labor. Execute the release Of Items Ort o. TYPICAL USES, ACTH C 309, clear, Type I, or Typ,r l D � ,� 1 n v 1HA dW.i, 56 dos Ibcunents simsltr to AIA Document 6106 'Corti►actor' s with Fugitive tint, �' - i T Or" •ISN t o P, r#4 1 I I t / lV Dail E. GRUPBING Grub construction arta to a minimum depth of one A. FORMING SURFACES, Provide Formwork in accordance with b. OPTIOW FOR EXTERIOR PAVING, ASTM C 309, T 2 or / Y Aifidnvtt of Po nt of Debtors and Clogs and AIA Type i % .» "Ci Foot below he existing grade. Rtcrntmnended PrOctict for Concrete Formwork, ACI 347, with T 1-D. SECT►fit O1S10 - TO:MPORARY fACII.IIIES Document G706A 'GorntractOr's Affidavit of Release of 1, STRUCTURAL EXCAVATIENS, Remove entire main roots ,,nd smooth and clean surfaces. u., liens . 4. PATER PO?IDING, Flood ex spray rater to keep Concrete s t e i,, ' stump roots, 1, WOOD, Dressed to uniform thickness without toose knots surfaces cosered with water for the curia r,cxl. �' I N o A, CONSTRUCTION FACILITIES, Prnvidp the fol Ic+wing r"ncl I ittes 2. Tho forms shall lop executed by the author iztd officer and g / / Iu11LIQJ , ,L•�j. U 2. STl1MF' REMOVAL, RpncWe atle�s to ° depth of 0 (post Id 0r other defects. Plywood nlnlmvrt Of 5/R Irrh thick. / , / / / ro for the natio of all prrSortrtel, subcontractors, and Other notarized All rtqurired ottnclements shA'1 err! included As Inches winder lore<it elevation of the exrov°tion 2. STEEL, Rust free or Ivanlzed form surfaces. / ' ar`, authorized persnnnel noted On AIA Dotul,rent G106 if excepttOhs are listed In g° B. INTEIt►[IR FLOOR TREATMENT t'Li+iP(><JND t y I e PACIFIC N(�F' I� 'S'T REGION I- I. T011-ET FACIi 11I[S, Provi& sanitary, adeq„nte faculties either AiA Document G706 or Docu*ent G706A, the , 1. Gifford-H111, 'Hardtop', t / ., + -inSEC11O1 Or 200 EARiNWi3QK B. ACCESSORIES, 2. A.C, Horn, 'Hurn Oate-Kote' ' Cleat meet Itgn1 requuiremPntS. Contractor shall furnish FiOrxi soiisfoctory to the Owner I. CHAIRS AND BLOCKS, Provide last!r choirs where formed l P. DRINKING 4ATTR, Provide c loon drinking we ter with for Loth exception I + P 3. Curecrete Owmical Co. , 'Ashford Formula .----"_---- -_ - __�_....,...,.-�......,. X A. The SOt s Report governs exls ,rig subs rfacp conditions. surfaces Ore expoted, / M ELECTRIC, paper cups and containers for used cups. 3. Co final r until alll pl nape by tt,r Owner to the / �P�� 3 ELECTRIC, Provide Counectlons and controls for 115V, Contractor until all rPlPasp nF llPns hove bPPn dr•I,vprPd P. EXPANSI[1N JOINTS, Provide .rapped dowels, Or protect C. FINISHING+ y a4 1, 7 ��l/e � / 055 B. CUN[tALED F-FI1NDITIUNS1 Variations from Contract. D(„_umPnts for dowels with cardboard tubes for all grrrwnt reinforcing 1. TYPICAL EXPENSED FORM FINISHES, / / / / _._...,....,..:��.. ' ;h singly grasp power with controls within 200 Feet of to tete Orreer. condi Iions not opparent At the start of the Wrr-1, will bit, across expansirm joints. o. fill honeycomb, bubbles, holes, and knock off fins. / ',�/ I / � rj (�(� Ierations rlseoi r nd usted as described in the Contract Conditions 3. FUtM RELEASE AGENT, Provide chemical t fon release Y / 1 s I rt. ,1I �N'�ry / 217 & Z OW 01,�'B,•RMt,7,"i9t.L. . C 4. LIGHTING rro�:Jr minimum 50 foot;andles far A 15A0PANTEES, BOND, AND IN.tPECTION LERTVICAIES, J YPm' b, Remove evidence of misaligned forms by chipping away �/ 0 0 / w- . % 1834 S.W. ACIFIC HIGN"` ^ Y r L constructlor pwr'poses whrre daylight is not adequate, I. The Contractor SlMil favi gowrantee5 upon natprlals and a3ent' and by patching / I / ;' , , .tet.. C SOIL STIFFNESS, When informr,tion rOnovrnirig stbsurf£re soil C, True up c. rors and surfaces. rt' . i r / B .A �►R dN (�R�ty`(?iN 5. CONST"..TiON WATER, Provide adequate water lines and wtxkmtanshlp AS required by Article l3 cf the AIA C�nerat stiffness is not available, assume on n if of rY a of 45 f„ INSTALLAT1% Do not all form release o t t0 contact I Pf I,Dh/ / f i u,l t _ a, hoses with rontrols within 200 feet of locations used. Conditions and Wcsol guoronteei and bends required by "p tom 2. FINISHES Fl3tt TYPICAL CONCRETE FLATWc;<;m� roc=vitNt a steel AA pyal s , --"�--"----"�--•----_---- - - ----••----"'"--` - _ degrres under optimuxe molstulrl foreditlons. No anglFsof rpinforcertent or cunrret� epa!tlst filch frtstl Cantrete slt,tl troweled finish MAxirxam strFace Imre larit ileal' be �/' �1�: 1 6. HOISTING FACILITIES, Provide hosting equipment, as the Contract Documents exeruted in the Goner's name. �' y TIFF w � " F'rl0r t0 mwki►, ,epos. ca be assumed when sr l is carder adterse mail-turt' bt plowed, Vet board fOr-0 untl Joints are swelled shut 1/16 irltfi In an ramal foot 5:�1 1!4 inch to l0 feet. / 11 / Y: -_____ _ -- necessary, for tight io�nnstrucilon mutter;uls corrtying c. g appltcntlrm for final potmen the , Y J i / . .. cOri011t1o►na. Vheere r_unrrtte .urfoce5 alp slx,rn vertical Or Fornwor'k !rh►oll be strc+ng enough 0 withstand the rash A I floor treatment cralpound as cif ied � ' / /J � ��'�� G*k . with Jurlsdictir?nal safety codes Contractor shall r_oiipct and n •utmbte ell required F9R�0 , , ,1i 1 'r, - - - -.-,-..-- _�.._ _____,._. _ - _ std than tlx ahgl p pf rcpoSe, form are rpm i - ---- contrttt, and t t en0u i to,�vtnt ,toka9t of V :mor, . . ___ y _ �_._.. �_./ / .. _._. ... __ - - _No ._. �_ 1 A BY- i `'^--�.' I ti11.1 2000-00004 I ,. 11934 SW PAC'IFIf FIV✓v u ,(' 41 of 62 y i I aIV .__A11111111111111111111111111 I I c� 11111111 W i an P . 4. � ' t ,- . � ry�. � - •,t' � ti t•:�,r `•:a+Y m,'i�,�.,Yx•.'ti ' - i4 ..,�� '�� r. ,a'f�P'T•�, .; ,i 'n „q.., �., a" +�-rl'x4„r�1'• � ,•e.,flf,'.+aa+,+� �d!";�' ... L,S, k)?T?wmr S.. .1,�`'. MW ,. .. + - •.,..,.,:r p:Alt:,,�.., a,, a ...,�. ,.rr.+•.:,:< 'Zt 1 � - '.;'ve,S'.. - �, ..,:! % .. � tY, i p , - . , 4 Sy 11 .J "''dj! t ,. e*1•r,H,iii +.: { 1. 1 ry'. '`ti if this notice appears clearer• than the JUN 0 Z 2000 y t, cement, the docttrnert is of rnargirinl mpu:nli!t' IITII'I'tJ111!Illt'c! Tillillll I111f1111 ! Nellie ! ! ! i 1 l III I , iti 1 -fillIII { { { { j I!! III,'I ' I' I,�,I!I!i j!I III !{ i Ii!I . wit l' Illi ll;,iij! iylilitil{ill'! ijlllli��Illll ' i ` !!I !�l!!li1, IIi !!IlI I . ! I t, ,. It" MAOC III CMmiu1A -_ - '�, __ -_ - - .11 N: ;� aw :' -3 -T `__-i 1 _•li-�T J tT �i ?6� ii� � �T � �i , ,: ""'' I I ! I 111111 I'ii II Ilicill lilli I'ii!iiii liii!ii 11 1 1 1 1 1 .till Intl ritut n u t' ' I t: ,lut.l n olden , nil . t n!ilnntln.,lnni.n tint I n in , t, I !!I{llrllilllJftIIIiI�I,i.,,,JIIII,I,,I„I.,. ..,II,,.,.„I,,..,. „1 ih 1llli 111iI!!11lllHlil!l_IIL.{iiil li,llllll.ii!I{ill, fliillllll.illlliltl,..,,llll.,,,,1111,ki.-I1,1,fit„lr,;itlloli.,!..11„ l„II.,,•.,.I.Il,,,t1,I I,, .:,,n,,.,,,,.,n,,,,III::! .Il l,lttlu.,i,I,. _._. : .r,:.Irl,�.,.� . ".". I . . . 1.. :: , ,. , I ! . I t 1-L , , 11� 1. � . .- ...... r, ,,_ � : � 11 I I' iA� -11 11:.�,; " ' ,.Ill!. " , , ," - �11 .. L, , iy � ,-' 1AV"...,_._1 -.11, ,,, I c. 1:I �I4 . '. - 1-1 . 1" . . .., ., - . ,.. ,. ... til.- t I' SECT 1[N 06120 - NlllWtlRk SECTIOh 07420 ALUMINUM COMPOSITE KATERIAL PANELS D. FRANK, CONSTiil)CTILN Provide standard 16 frames S11,I10m UEl" - QA►S`. AW Ft4ATl11G SECTION 09510 - ACOUSFICAL CEILINGS ... . 1. Prime Flames and uthmtr• metal ;r. cgntnc! with roofing meFibronr. tie 3. Peeling, crp,eking, bl,sttrirlp, alt{gat•ar•irry, Or' raltas„iy preassembled arid welded before drilver•y to the site, A. MINIMUM COMPLIANCE ST,�IfDARDS 'fju4111y Standards of the A. QUALITY ASSURANCE 2• Bed sheet metal IF larges on roof muer:rnne with f(ash,Iny cu•nent• J,Ivanized and prime painted, fitted with adtjustable anchiw-s. A lI1hiKA C11WIANC► S(ANWAS, The followirg Documents govern A EXP%fD GRID SYSTEMl Provide direct rturi� suspensiun system from the sl/ys+rate. Architectural liloodao-k Industry' (Awl) 1. Composite Funel Munutacturer shall hove o minimum of 5 cr reinforced for tard•ore. Refer to Drawings for at' jamb the Port• except vhert more restrictive items are specified' complying with ASTN C 635, internedlo:e duty main runners and 4, Chalking or dusting excessively. f SECTION U7655 - BA FLASHING 5. Changing peen in irregular fnshlor► years experience. anchor conditions. I. Glpss shalt confmrro to ►e4eral Specification DD-ti-451D ihlnimuAln lU (b. /tlnmrpl foot cross tees, 411th smooth nolle �D � s W B. PLASTIC LAMINATE, Submit full tart of colors, patterns, 2. Fabricator Installer shalt bit acceptable to composite and DD G-1403w l) qualities highest of their category white painted finish ti. Softening or- becoming taicky . tezturts, and finishes of ptostic Jam+rate avo+lablr for gamut narwfnctver. A NAlER1ALS, Provide u synthrt+c ela5tomzric conpcxrnaF 2. Insta?+at+on shalt c;nfor� to rtQuirtr�nts of Flat Glass A. WAIL 11(lU1trS: 15/lb inch angle rroldiry( at nerrufactured a selection. Use hilerizontol grade topically Vertical grade 3. Maximum deviation From vertical and horizontal alignment waterproofing material wl►n thew-,uplastic fibers added for Marketing Association 'Glazing knual'. by the suspension system narwfucturer. B. `�11af1finis I avaiSubmlable full ruse!ngle selection on irs, pinj th,, !lowing SECTION 88$23 - ALIJNINIIN4 STOREFRONT D[DRS AND FRAMES and finishes avallabie far selection tn(Tuding time fpllowirmg, extra tensile strength old tear resistmhcr, uamirwted to 0 7 3 E.p►t�tmmner Product Safety Act and the standard for 2. tWtfGtiIRE, 1'2 gouge amenlad I. CQ.(>R CN1PIt, Provide complete set of �atlr Citipf for �' ,z may be used for cabsriet interiors and vart,cal surfaces of of erected panels stall not exceed umn ;n 6n Fill vinyl film, Provide Phox Gypfflosh us rru•ufocturred by arch+tecturai plmlji'Ig rattrluls (16 CRf 12[lI>. 3. COATIMCr fialvanantzed color selection cab 1net$. Use balance sheet as nagwired by AWT, Cores shalt A WARRANTY, Vorrnrlt ttnr Yorks specified herein for one rum be 3/4 iri;h PS-1-83 BD Exposure 1 plywood arid edges sumo I be N SUSMTTTALS Submit two samples of each type cif assembly and Phpx Enterprises, lrrc. , 11210 South Post Oak Rd , Houston, Pe- Y u Fist become unserviceable or Causer /. EXPOSEp fIN1SFt� Factor flat white enamel. seif-edW uNttess specified otherwise color or, finish selected, 6' x o' minimi,, with details of clips, Texas 77033. x713) 726-1800 13° ng g on aioject,ar„irble 8 W"MT Wer rant the York y ?. S1iAU APPLIED SMKES' Provide pieces of acluai material anchors, etc. for oval b Architect ,or to fabrication. aWearontre resulting from either defective or nonconforming speciittd herein ob one year 5 APPROVED MJWIJFA(TURERSr Use only one manufacturer' s on which paint ri(l occur, with minin�n dr oil thicN(rness IN I. 'Nevamar , Exxon Chemical Co. °�'- y � against becw.i ng ,.Fiserv,�:cob l e or c nous l ng nn ob ,rc t i ornnl)le products. )� 8. PREPARAI(OM Eleon surfaces free of dust, Ir;ost rust, moter+als and torkmanship. Defect, shall include, but not b 3 of specified paint. I,n,ted to, the Follow( uppea!r,►rKe re5ul t i np Iron either defective Or nornConf Ir'm l ng a• Dari Corp• , We st t oke, Elf 44115 <216) 871-I OOiA 3. SHEEN SAMPt.ES, tam o v I de f u I I range of var j;;' sheens whin C SOL ID STl]CK; plaster, mi-tor, paint droppings, orad other materials that nA' materials arg wori(ranbhip. Detects shalt include, but not be C MATERIALS: may prevent permarntnt adherence to the substrate. A,]pI I. Rouxgti operation of miov;ng ports sheens are troltable by IntermlxI% I FCISTLW- COIFENT 8'L -- 13% at time of Installation L COMPOSITE PAKLS, Provide aluminum composite material limited to, the following 2 Louse parts x Installation. B. EDGE TRIM SnTEw Rr Idr edge trim system for suspended 4. MATERIAL L.1 TSt Give the mmanufactur•er' s none. product . . pr t mer v r th brush tx 1 nabs rk A 1 ro I err of the raft of to 1 Freer min I Ireokuye ce,l i ng 6ystoo toms;s Irg of 4' x 9/16 ' nets 1 pons c,,r ve to none, nurvber, ar,a gerer i c descr i pt I m of euc:hu proposed 2. NATURAL i-WISH HARDWOOD Comply with AV1 'Premium' panels, 'Alpol+c' as manufactured by Mitsubishi kasel Amnerica, Inc. 3,50 square feet Ilan, Allow tier to dr o minimum of 3. Voter leakage � Instollatuon of wrung s�:e Blass. inside aid kwtsidr edit from 18' to 2R8' and srsrtp+ray p•odu,ct Find its use. Provide Grc,dm,ct data sheets iF so Grbde. Pe/ 9u W' Y 3 PA1Ni GRr1DE HAk WTpD An s c,es w thrat,t ,ourse pr 'Reynobond' as manufactured by Reynolds Metals Ca I Iwur• Remove primer from finish ,urf.,ces wide lotuerie w Any pr Vain B PRODICT DATA; Submit schedules, charts, liter,rture, ar►d throuch Included Ie from lS ets to 90 de(fees. r sted a. Thickness. ;inn k0. ll8 inches). slFi�lar solvent. Use pr,ntr•s recommended by the C IEMPEm?ED (,IAS,: Tempered piote, 1/1 Inch ,..td l/P snch � � � �+t' D Sly ;WOOD PLYWQW PS- 1 133 2 fIN1SHLS; Ront;fucturers' custom colors as approved by Inner, manufacturer. illumst►atiorhs to indicate the performance, fabrication 1, Manufacturer, USG Interiors, int. , Chicago Illinois, G COLORS, Refer to Finish Schedule. i. EXFI3SEA Iled:un Density Oval; NDU.i. in tkxatons us i ocedwies, air imrl thickness, c{eur, ar as scheduled, ANSI Z97 1. pr prof ,c t oar+at i ons, and accessories 2. Tr in: 1 COPASSO tr ;m. 4 aide face, 9/16 horizontal L C Y Fidicated on drawings. legs with hems formed for attachment to the C13M1'ASSO D. PREPARATORY '.(ONk; ENI-EXPO.ED, Geode IT C. INSTALLATION Install tape Fit locations requiring base D INSIALLATI(TN• Install nute-riots in accordanr_e with lass 1 11411ECTION VWK, Arrange procedures and devices to s !:f1rK(AL E D Grade D. Q. S i I ver-nets I I I c f+n;sh rg p C ,AF'PR(NED MAiNIIF A►CIt1iREF(S, S g mount i rig C 1;pt cowterC;a 1 cxq 1 I ty Cold rot led 24 gauge floslh, to channel water out of wee hol_s. Ex%erxd membrane peC;ftcatlons are too on first manufacturer's recomrnenootions usl workmen skilled In this finis!led other Vo•k from d+sfiguremernt and rh)ys+cpl b• Red- loss fin►ah to within 1 inch of face of masonry, and a min+i,un of 8 nursed Hanufactul•er. Other approved manufacturers must meet ut steel, Factory fin;s.hed +n baked enamel paint finish 9 type of wank. Instoil plass without binding, warping, Ur Color to 4e setrcted b the Mchitect. danag(r. Repair Or replace materials daro,�ed as a result F. MATERIAL THICKNESSES. ? I,xhes op the vertical substrote. Lap verticat joints of or exceed this standard, y The foll,m•ing thicknesses shall arp,ly � i, strain thoroughly bed and back putty glass set with glazing of the York of this Section except when shown thicker on the Drovi, s, flashing tape a min;mlm of 2 Inches Lap Fhori.untn Jo:Fits 1. Kovneer Co. Inc. , Norcross, GA 30092 ( J4) 149-5555. 3, Splice plote steel in finish to match trim pans. formed ! BOTTOMS, ENDS, DIVISIONS, 3. Humidity Resistance: of flash; to a minimum of 2 inches in direction of w0er f low 2 PPG Industrtes, Pittsburg, PA 15272 (412) 414-3131 beads and moldings Whnrrt glazing beads art provided, for snap-fit into 4' pan ends. 2. STEEL AND IRON;- Remove grease, oil, oral du-t. amp 3/4 inch thick. a. Test Methoo ASTM D-1735. carefully rerlove and reset, using cautic-0 to avoid nork+rrg ur 4. Attachment clips: hot dipped galvanized steel in finish touch-up chipped and abraded places on liens that hove 2. FACE PLATES- equal to door thickness with 3/4 inch b. Cootinq shall receive a rating of 8 per ASTM Ii-1654 •s Murlite Div. , ARCO Bu+td;rtg Products, Philadelphia, PA in ar,v waydeface Work. been sitop primed, using tame type of primer, Fit nIm1R SECTION 07721 - ROOF CURBS 19102 (?15) 557-2000. np of acted pons Formed far snap-fit into 4 pan and ottachhed to dtiltrtg suspension system members. 3. CE/CRETE, NASOiRY Check for high moisture and alkpti after 2000 hours 4 Mormet Cor content. If high alkali li present, neutralize U 3. WEB fRANES J/4 inch n;nirmum► Corporation, Wausau, WI 51401 1115) 815-5242. E. CLEANING- Remove vycess compound Find leave glass Find 5. For specific project details and bell of muter+ols, see suitable levels. 4. YEatherirng• A. MANUFACTURERS,4. BACKS AND DRAWER BO1TOtS 1/4 Inch plywood, over 24 a. Tett Method Sunshine Arch Weatherometer, Type F run surrounding area clean uinm glazing surfacre with USG Interiors dra•+rngs provided by USG Interiors soles � inches ■ Je ••eu4u,re cer,•er bottom support. L.r,it bucks +n accadurlce with ASTN 6023 and D-822. I. the Pate Company, Broadview, IL 60153 ( 312) 681-1920, D. MAiCRIALS, Extruded aluminum dlloy 6063 T5 or comparable nun-staining solvent or detergent, Ronove and replace representative. USI, Interiors shall submit complete 4 SLPKTRATLS GENERAL Provide normal minor patching an with braces to 12 square feet b. No cracking, ell mulel SCEP solid tc1 Find other types us shown on the olloy as required for specified finish. surfaces provided order other sections of tthls Womk peeling, blistering or oJhesion Ions ;mpra}�a+'(y set, broken, cracked, and urhncetptuble glass tntalloton drarirhgs including o11 trim pieces,5 DRAVER FRONTS: 3// inch after 2000 tours. Dro'''9' Excessive patching or treatment is not included in th,s 6. DRAWER BACKS AND SIDES, 112 InCh 2. Th Bar Corporation, Addison, IL 60101 (312) 543-5300. E• DOOR`: attachment clips, splice plates and corner pieces, !: No color ulna a eater than 5 NBMS units measured Y FPo Section of the Work. 1. SHELVES, Unsupported, exposed shelves 3/4 inch thick to per ASTM D-2211. a Cu�tuxm Curb, 11tC Chatten^opa, 1N 37401 (615) 6c9-6241. t SWING ENTR,*NCE DOORS; SECTION U9?r,t, GYP-.UM VAtl BWD SYSTEMS installation of related I igi,ting and air distribution 36 Inches urd 1 inch minimum to 42 Inches. a. Provied 'Kawneer 19V nri run stile, aiurmir,um and compornents, access requirements, and sound absurtnton E MWACTURER'S INSTRUCTIOiM follow the manufacturer' s S d. Shall not chalk ;n excess of B when rated per ASTM D 859 A MINIMUM CO 1AM1 STANDODS• The follow, Do(unents ern requlrerients preprinted ;n5truuctions as a minimum requirement for the use 8. BA,ES Design to spore ? inches deep x 1 inches high x B. SIZES: Refer to Drawing: for necessary sizes. glass entrance JuorS marx,factw ed by Kowrheer. � �` arid Installation of his educts. l/2 inch deep recessed base across exposei ends D. ACCESSORiiS - Provide non-corrosive, torr:Poled fasteners and Equivelont products of abole listed manufacturers or the Wort e„cept .here m;,re restrictive items are spec,fledi C ACOUSTIC CEILING BOARD, Mineral board, non-directionol P► C. COMPFW.NIS: acceptable. 1 ANSI A9/ 1 fissured, medium textured. I APPEARANCE• Provide uniform color, tetittre, and sheen 5. 01>a2S, 3/4 inch Fiininlr, thickness, ex(epti when shown fastening tyst4rns as rectx,mended by parnel nunufacturer and P able• t Gypsum Associotion ciflcotion5. I TYPES: Refer to the finish Schedule, e. NEAiiESS, Ib not smear, spatter, or run coatings over i greater on the Dr'„wirnrJs shown On the drarlrhgs. 1. VAlI_S• Galvanized deet. b. r4u,-dwore, Provide entrance doors complete with � adjoining colors Or materials. Cut-In ;dries slnnll be ' _ 2, WOOD HAILERS; Factory +nstolied. manufoctu••er's standard and optional hardware as 3 ASTM C 754, 2. SIZE, 24 inch x 24 inch x 5/8 or 3/4 inch. 1 ng F CABINET HARDWARE: Prepare the Fit 1(rok ice the installation D T P schetuled +n floc Drawings. 4 A• nM C 840. 3. NOISE REDUCTION COEFFICIENT, ,50 - . 60 type 1 mounting, stro;ght. of the hardware 4 SOUND TRANSMISSION CLASS, Minimum 35 to 39 db. F. PAINT THICKNESS: Provide the follorlrg mishtmx,mi wiry film / D. lnstetl curb ossemhbl es +n accordance with nanufo.turer' s c Doris stall be pre-glazed with I/4 ' th;rk folly B FRAMING, Refer to Iletnl Framing, r I e (A specifications. tempered clear gloss. 5. FLAME RESISTANCE, Cloys A, incombustible per F. S thickness per ctbU I / C. WALLBO3ARD Provide standard sum board, ASTM C 36, SS-S-118A. 1. INTEkIpt, 1 Fill. , 'It., ! G INSIALLAl1Oi Ptact level, ptuunb, o,•hd at right a►hgtts t0 + c j t ! d. Provide OptGnal, exterior applied door button f,rr-reted board, type 'C' orgy!(', ASTM C 36, moistlre 6. FLAK SPREAD Class ! c0-25) per ASTM E 84. 2. EXTERIOR: ' adjacent work. there field cutting or, tr;rrml!xg is necessary, r r e + i SECTION 07920 SEAIANfS•AWD 'AlJll(lMG weathtrstr; ! _ Kn number 38-560 or equal. resistant board ASTM C 630 n. ENAMELS l]*1 METAL l nit. perform in a neat, occ,rott, professional manner without e n e s T I - I--- - T D. APPROVED MA10ACTURERS: Use only oar narr,focturer' s • , ` damo9lrxg the products ,r-d adjacent work, Attach secure) so d a t A, WARRANTY, Warrant the Word.: specified herein for 2 year,., / b. ACRYLIC URETHANE COATING per norufactur•er's retunnendaton . Y / I IL TRIM AND ACCESSORIES, Galvanized steel, provide USG products. c LATEX PAINTS; 1 Fit 1. .r,' the products rill perform to tM Ir nbrinun ability without I c n• e o against becoming unservite►hle or Causing an objectionable v , y e e / Rttnfurced Dur-A-Brod corner beats, USG 200-A trim, and USG 1• Arnstrorw World Industries, Inc. , Atlento, GA 303)) , 4U4, d FETAL PRIMERS, L S m++5. damage rtsulttrg from inadequate fastenings. //�� r s s nppenrnnce mew erg From- either defective or rtornconfoming d l t o f ,, 093 expansion joints. 955-1�' e� MEDAL COATS: I.S nits /i' o ' I I f d ma ter i e l s and workmanship. a t It r jI i 2. The Ce l otex Corp. , Tompa, FL 33607 (813) 871-4554. H. TYPICAL CABINETS, AWI 'Custom' grade with plastic laminate t t� d i E APPLICATION 10 METAL FRAMING d States Gyp go, � f OIL PAINTS, 1.5 nils. I. Defects shot( ineltde, but not be limited to, 3 / 3. Unity ,um Co. , Chic,a iL 60606-4385 (.312) h and ex a. Ston+ from at-uttl water or filler. o r refs c I e t 1• LENGTHS, Use !ongesi practical lengths, Small pieces TRAFFIC LINES, 2. 5 ml Is top- posed sur/aces. Sen+-txpC�>,rd surfaces shat) be t / ^0 ng • �! 321-40()0. S plastic laminate except drawer sheits short be rnod. b. Migrating, bteedincg into, or staining abutting r, b T c' s c t 1 s l perm itch only u-, necessary to fill the spaces. 3. THICKNESS TEST. Use visual observation gauge that � � E install suspension system ,n ocr_a-dance with nonufacturer's , Firlterials. r d 1 t I 1 DIRECTION Le,MA direction across framing except vertical measures Y shapescratch T i t f I ,etc relevant s1,vc+Ficnt,ons and ASTM C 636. ECT ION 07160 - DAW,PPRi]OF1NG ; t e r c s c. Uisightly surface deformation by causes other than o e c a upprica t on may be used on volts provided boards reach to t o movement, y e u ce+ling In ode pit":e F. SPACING AND SUPPORT! G COMPATIBILITY OF PAINT TYPES, YtrlFy the c„rrp„tibtllty of A WARRANTY, Warrant the Work specified herein for one year01 d Excessive cotes change, chalking, or dust peck-up. o a 1 o c { s 3. URDER Of APPLIIAIi0N Cell+ngs first 1. Space horx3ers minimum 6 inches from end and 4 feet enth type of finish coot with shop primers and between field I/' 4, LARD CONTACT- I so edges touch Do not Force f it. between ends, coats. W*n necessary, switch point types or use a block nyainst becoming inservlCenble or causing an obJecttorable I o e i e e n e. Failing adhesively or cohesively. 1 t - o r Y appearance resulting from either dmfective or nonconforming a d Y P ' s e f Hardening to more than 25% over stated hardness. C r s 5. END JOiN1; Must occur over supports Maximum yap Is 2 Provide additional hangers for items to be supported by coat to avoid interference 1►etween point types. mmattrinls and rorkm,anship, Defects shall Include, but not b,l o e d u e r t r / 2 Warrant that seolonts exposed to windloods wl:l resist - I 1/4 Inch cttl,rng suspenslln system to prevent eccentric deflection it TYPICAL EXTERIOR SYSTEMS limited to, the following, e t t t e the design windlood of the local building Gude ■ith rte►'( f ,di 6. STAGGERED JOINTS. Required for partitions and ceilings or rotution of support. I. GALVANIZED METAL, 1 Lea► +ng water or bitumen. j n e I o e I 1 mox+mem stress factor On tM sealant of ?0 psi with n r c so end Joints do not oltgr, an any ray, 3. Support main runners directly From hangers, do not bear 1 Coat Zinc dust, cement primer, or epoxy ester. 2 Rt!easing from the substrote t [lowing: safety factor of 6 to 1, I I i t e 7. SCREW ATTACHMENT, on walls or partitions. 2 coats Sens-gloss exterior enamel. , 1 r 9 I a. EDGE LOCATIOii At least 3/8 inch from board edges 4 Space main runners to support acoustic panels and other 2. STEEL OR iROM (Regular primer by fobricutor) B. PRODUCT DATA- Sih)rit scheduies, charts, literature, and B. PRODUCT DATA, Submit schedules, charts, literature, and n a t11 b. EDGE SPACING- 8 Inchps For walisi 7 ,ruches for Work testing to or on the ceiling ++�'•'� 1 ceiling. 5 Interlock cross runners with morn rummers. 1 Coat (Interop of e) Iron r. �+ iustrot,orr: to indicate tree performance, fabrication 1 � f ,Ilustratllns to Indt,:ute the performance, Pati icut�on er f ^9' 1 coat (Intermediate) Iron oxide pr+m►,•r. proceilres, prcid,x't variations, ori occessor+es � procedures, product variations, and accessories. P o s r c t 1 i c. FIELD SPAC1NCr l2 inches on center. 6 Adjust suspension system every 20 feet to plus or minus 2 coats mriisw Senf-gloss cxterlor errnel, / o t i . I r a t - t d FIRE RATED BOARD Refer to manufacturer's 1/4 inch frim module in both dlrectlons. I DAM10W ING MATERIALS C. EXTERIOR SEALANTS AND SEALANTS FOR NOVIN; JOINTS, ,ging r / % literature G. ACOUSTIC CEILING BOAPD Install telling board and tele in 3. ALUMINUM TRI06 prep/ print per mfg'r. SECTION 07538 - MODIFIED BITUMINOUS RING type, fru part bulk compo„nds conforming to F. S. t ' accordance with nunufucturer's specifications. I coot rtcrlimendtd primer I DAMF'PROOF MEMBk'ANl '(yvek' polyester flint ur TT-S-002?7E(3), or one part conforming 1.o F. S. TT-S-0015+.1A a j F. TRIM, Provide trim where board abuts other moterlal, where N CO4PL[IION 2 coots auy(Ic urethane coating- 2 FELT, ASTM D 226 Type 1, No. IS asphalt coated felts. A, WARRANTY, Warrant the Work specified herein for one Provide comQou,nds that cure or pofymer,zr by solvent release, I c t shown, and where needed to cover exposed ends of board, I Repair or replace uamogpd work. Akrylithant by ,Loney Blair Point Co. or equal. 3 Attach domprooflrg to surfoce In single fashion, starting at tthtr year against becoming unserviceable or causing on moisture absorption, or catalyst. a a Provide floated flonge design, except where exposed type i5 2. Clpnn premises of soiling and litter from Work specified base flashing with adhesive, objectiawble ogee„•once resulting from either I APPROVED bi%SIC TNIREDIENTS Polysulf+de, s!Ilco►►e, t e t z . � shown. in this Sectior. 3. PAVEMENT, (TrofFlc 11►mrs> 4 .robed da de ective or norx:onformi materials and I I co-3t Zone marking point n rmpruofing into adhesive as rerrssary to securely hold n9 po yrretha-x, or polytrwrmdyrne terpolymxr. - G. JOINT FINiSHINCi, f luot out and sand to make joint invisible ;n plate Stnplt sheet into plywood at the top of each workmanship. Defects shall Include, but not bt 2. NW-ACCEPTABLE: Linseed oil or other oil vase caulks, F. FRAMING• Spec+flratrens are dosed upcm Kawrterr Fusee 400, 2 x when pn,ntpd with u,ntextured point typically and tape and SECTION 09665 SYNTFETif RUBIER SFEET1II1lTRlMG 1. TYPICAL INTERIOR SYSTEMS; O sheet 8 inches on center and la the rw,%t sheet over the mitcd to, th• fo(lor;rgl osphottic, or :oat-tart s. Acrylic, h Ion, and 4-1/2 irnch froFil s sten, oda turd to accept 1/2_ glazing, dill without sanding In concealed locutions. 1, PAINTED WOOD P Ytx Y YPa n0 Y P eD g n()� staples ord iNbed ;n adhesive 1. Peeling, cracking, blistering, oll,gotoring, or butyl base types. monomioctured by Knwneer Co. Equivalent products of above A. WARRANTY. Warrant the Work specified herein for one 1 coot Oil base enamel undercoat releasing from the substrotp 3. SOLIDS %7. minimum by volume. Ilsted nanufactirers are ucceptablo, year against brcom;ng unserviceable Or causing nn H. WORKMANSHIP T[LERANCE::l 2 coats Sntn eranpl SECTION 01175 Y11TE4 REPELLENT c. Softening or becoming tacky. 4 CURED HARDNESS, (Shore A durometer) Mavtm,um of 30. 1. No exposvd Fasteners allowed in finished Work. provide c objectionoblo, appearance resulting from either I. VI_l1At, Any n eks, bumps, out of level, or out of plumb 2. GYPSUM DRY WALL 3. leakage of water into the building or within the factory nssemmbltd from member s, I defective Or nonconforming materials and ^n construction areas detectab a by the naked eye must be corrected. 1 Coat Sealer and primer. 0. PRODUCT DESCn,PTlO4 D. INTERIOR EAlAN1S A11 exterior sealants plus the following Z• Framing reinForcenenb Ovide reinforcement, IF rorknarnShlp. Defects stroll irxlud!', but not be 2. WALLS, Moxim m deviation from vertical is 3i8 Inch 2 coats Flat lotex or oil base enamel. L GENERAL; Vater clear, fort drying, perwtrotng, rater types. necessary, to achieve structural requirements, including, limited to the following: B. PRECONSTRUCTION CO6ERENCE, Prior to commend 3. BUMPS iN BOARD: 1/9 in 24 inch maxi". 3. STEEL, (Primed by fabricator-) repellent liquid ckxmpournd n9 L Skinning type, bukk Com+pomurds Confprning to F. S. but not limited to. reslstarnce to spectfltd wind loads, l Relpus;rg fruxu substrate. ?. VEHICLE., Water-alcohol formuiution. work meet with followin urtica to discuss the roof 4. CORNERS, Maximum out of square 3/16 inch in 16 inches 1 Coat Ttuch-up of primer. 9 P T1-S-t>0l6S7, or ASTM C831, .ith active Inyrtdients of dead ln•d, erxl edge put(-out, 2. Oprnlnq up at joints. 2 cants Sena-g11ss enamel, 3. STUDS, SIIoxane fornutlaton, materials, conditions and installation procedures. butyl rubber, *cry IIr. hyvoIon, nrx) other �;s%IIor {. Use x-pr,rnder• splice sIteve at all splice Iocatlam, SECTION 09310 - CER,►,iC TILE 3 Fo, lure to comply with NFPA Out letin Na 56 SECTION IC+536 ILLUMINATED FAS--IA SIGNAGE SYSTEM-%" 1. Construction Superintendent. paintable colmpoundS. B. PROPERTIES 2. Roof Material Munufocturer's Representatives G. GI AZINf,• 1/2 inch mn•imum temppred glass with neoprene B APPROVED MANUFACTURERS, Specifications ore based on A. PRODUCT DATA, Submit schedules, charts, t+terature, and i REPELLENCE• No toter 3. Owner A curifoJN COt4PLih the $TANDAidd Furnish ceramic t le first nosed manufacture- Other a ovr,i i(iustrntlons to Indicate the performance, fabrication penetratlnn on :urfnce o. evidenced E. CUICFALED SEALMIiS; Non-skinning, resllltnt (soft), gasket. Stn! butt joints with stltckxhe sealant as per' b abserxe of ret dlscolnrat;err preformed, or bulk c conforming r th tine stnndk.rd grade rtgi,irentnts of TCA 137. I. mxhnufactrers Host meet or exceed these procedures, rocluu:t variations, and accessories. • Y L' MATERIALS, Urer.s/Corn, 2D1-HG Find 2Q1•XG OIIpQNndf conforming to NAAW4MI Standard, rpC�ammendtd by manufacturer. Thicker glass nay hie used os P P ng Provide a Master Grade Certf+cote signed by the Contractor requirements. 2. 0CSION, No Interference with time odo-slon of seolonts. Modified bitumen hot as at Iled roof membrane SS-In, SS-Ib, or SS-1c, with baste Inyfedlpnts of palyb(iterte requ,tred to meet local •Ir,d load requurFientS. a' ' Dl► pTh u�hd manufacturer for each type of tile, certifying the grade, 1. Flexco Division of Textile Co. , Inc. , TusciAFil,Ia, B. APPROVED MANUFACTURERS if tests Shaw interference, mask off ,eolant or-is, or synthetic resins, oleoresinous C or similar ype quamttt of tile, as wet' as identification 0 1. PRIMER: As rpcomrmended by the roofing ��, t . ��A , apply repellent offer sealants are Installed. manufacturer. noncving compounds. H. ALUMINUM FINISH Fluoroxalymer coating to notch Texaco Y,UX Blur y AL 35674 (205) 383-7114. i. Pnnaflex' flexible signage fabric o! manufactured r_ Verify with owner prior to proceeds with work information •nr each container of ceramic tile. Provide 2 N(xo Fluor, Divisiorn of Robes Products Corp, n Texaco Red' color, as roved b Owner, , I in3. SHEER Zero sheer. e. BASE ''HEFT, Permxa Ply iV base sheet. I. SEALANT TAPE, Preformwd or extruded non-ctrlmg butyl ratertels obtained from a sl It sours for each of the p approved Y Qi 4 DISCOLORATION No change In color or tone. with or without reinforcement. 1. INSTAILATI[ft Tnstoll units lumb, level and in true lent, sing(@ Madison, (N 47250 (812) 273-1852. M nl ' 3. ASPHALT: ASTM D312, fypv ill. p P and color so as to minimize varlotons in tppearonce Find 3. Jason/Pirelli Industrial int. , Fairfield, NJ 5, PESiSTANCE TO HOUSEHOLD CHEMICALS 4"(M D 1308; nr 4. GRAVEL, 5/8 ' roofing grovel applied in t,U 2. NON-ACCEPTABLE, Types which do not reseal if seal is Anchor• securely to abutting noter+als as indicated on the lit SECiIUN 10810 - TOILET ROOM ACCESSORIES C brol(eru Drawings, Adjust for smooth u q`1° y' 07006 (?Ol) x.27.4904, miu change in r_olar, finish or a,d►hrs+chn lbs, 1sf asphalt of n rata of 400 lbs. 1100 sf, ng • J q iFt Ipd,ration Clean glass, • 5• CANT STRIP, 18' x height required; topered frame, and abutting materials. B. MATERIALS C. MATERIAL, A PRODUCT DATA, Submit schedules, charts, (iteratu•e, and 'Z ( APPROVEn MAVUFACTURERS: Speclflcotlonx ore based on f,r•.t fiberglass. F. SEALANT COLORS, White, black, Gray, aluminum, IIr*stone, and T 1. WALL TILE shall be of standard grade and quality ceramic i. Thickness, t/8 snc)h ;Ilustrotons to Ind+coty the pprftrrmlpnCe, falx+cat;on `: named kanufocturer. Other approved Fiainufacturers must Fir rt 6. FASTENERS- As recommended by the roof brown Provide cleur silicone for glass joints. ) mosaic as manufactured by- 2. Studs 1-1/4 Inch diameter r•otsed .025 Inches. prucrdtres, product vartatlons, and accessories. -,m. u or exceed this starndard manufacturer For substrate. / Dal-tile Corporation 3 Size: 18 x fd Inches. W 1. 'CF'-500', Chemical Products, Oklahoma City, Oc (Wi, 7 MANIFACTURER, Dweins-Corning Corp. , Toledo, ON G. SEALANT NAMIFACTURERSi Ifo o I o B. MINIMUM COMPLIANCE STANDARDS, The Following Documents govern Dallas, TX 75217 4, Flume Spread Class A, ASiM E84. 624-43'56. 43650 1. Dow CorningCorporation, Midland N► 48640 (800) c I c I9h gray, the Work except where more restrictive items are cifte4i �- p°ra (214) 398-1411 5, Color or and Mode I� Light t a RG 1-751• � '� 0 2. 'Cham-Trete-BSM', Trocar, Rocklie , NJ 07647 (800, 8. RI;T(F INSULATICN 2' rigid Cetotex ihnrrm mechanically 248-2345• r r r er e i o I I. ANSI All 7, 1. � g• �'- Y 6. ndhesivet Some brand as flooring material, 611.1668. fostered to steal deck per manufacturer' s printed Instru, tlons. 2. Cwneral Electric Company, Waterford NY 12188 (518) s I ltle shall conform to size and of ANSI 137 i and n9 Shull be flrnlshtd In sire and color shorn on the Finish D. 1NSTALLATIl3Nk C. APPROVED MANUFACIURERS, I. 3 'Duro) Trent' Dural Intprrnnttonot Corp. , Deer Prk, NY. D. lNSTA_LAT1Ot 237-3330. I d o sct"It, Supply tilt from other manufacturers If shorn I. Iobrlck Dis sews, Inc 11729, (516) *6-1655. 1. PREPARA TION• Do ,-Nt Install roof untI i 3. Pecoro Corporation, Horleysv:lle, PA 19438 (215) r f. r // an the finish tch Wle. 1. Correct Irregularities that may cuust visible p"n a 4, 'Duxbac', Clover Chemical Corp. , Houston. TY 77ldl (713) substrate ms smooth, dr and fret of loose 723"6051, s t t faults In finished fioori 2. Chorips Parker Co. Y• 2. ORGANIC TILE ADHESIVE (� WALLS), Comply with ANSI A � f?90-5417 nattr;nl. Remove star 4. IfPFiCO, Cleveland, OH 44101 (216) 229 3000• o r / / 2. Conduct tests to insure tolerable levels of 3. Bradley VInhfountnin Co. p protubernrw_ps. / 136. I. Provide prlmtr-staler as reconnernded '�y adhesive 4. Watraua, int. °.2 5 'S+loxane' Weather Seal, ProSoCo, Inc , Kansas City, Ks c. install roof according to manufacturer' s printed �/ manufacturer. alkoh nity and moisture. 6h117 (913) 281-2700 instructions. H. ACCESSORY MATERIALSt e , toe 9A^r 3, OUT FOR PORCELAIN TILE: Refer to Finish Schedule. 3 Arrange Seams in accordance. with approved • M h. 'rhemstop SMS-M, Tomms Indt,str;es Co. , Itosco, II 3. CLEAN-UP, Renovt• all roofirngdebris wtwn Wcxk 1. BACK-UP FiLLERS- Non-absorbent, won-staining. exoanded, s s o c r , 5.15E a 1, FLOOR TiLE, Furnish tele which conforms to re loy-out drawings, D. N"YING LOCATIONS, Refer to the Drowings. When mat shown. qu;rtments 1, Install in accordance with manufacturer's 60143 (312) 773-1810. is complete. closed all pinstc or rubber compatble r+th seolonts. r a It s / so+bmtt nonuFncturtr's rrcorwerhdatlons for locations and used / of ,►HSi 131. 1. Refer to the finish schedule fon printed tnstrrrth,+ns nount►ng height before proceeding +,•' 'k � manufacturers, typal, and sizes D. Follow nnnuForturPr's recommended application ocedures SECTION 07620 B1111.D1NG SHEET HE•TAL o. MOV-SUlTAE.E MATERIALS' Oil a bituminous types and c t t an d t 5. Clean, rash, wax, and Itsb as recommended b t• PP Dr' YPe � DI Y E. INSTALLATION, Securely fasten each iter to prevent oakum► v u e C. INSTALLATION: rmorufacti,rer. piwmb old lovel S dlslocoton or vandalism. Attach Both Item ;_. V SECTION 07211 - BATT AND R AWU T INSULATION A MINiMIJM COPLiANCE STANDARDS- the following Documents govern b, SIZE AND SHAPES Round, square, or rectangular, to x s r y n9 G SECTION 0%78 - RESILIENT BASE +n tit locations Indicated ro: the Work except "re norm restrictive requirements are fit vorl(xK job conditions 1 la out the work us1 f+rid t+le ons trim she 'es os , .. i shown Extend tl le work into ►ecesses and under ,,�,.,,,,,�,, A MiNi" COWLfANCE STANDMDSi The following Documents govern specified 2. COMPRESSIBLE FILLER, s s f x n spaces shown or scheduled to receive tile. uFa time Mork except where more restrictive Iters are specified I Stott Mete( Manuol of the Sheet Metal and Air o 'Will-Scot', !Itbruck/OSA, Troy, MI 48084 (313) s n T - 1 equipment � A WARRANTY Worront text Vora sptor tau ling n for one year Q i Federal Specification INF-1-521F, Type IIi, Conditioning Contractor's Notional Association (SMACNA) 585-4.363. / Accurabhy Form Intersecabutttions and returns. Carefully a Inst becoming unserviceable or court an objectionable �` o t N6 I 4 0 Incl Cut ed sof tele abuttl twin, fInlsh, or g j In Ilfr IN 2 American Society of Heot;ng, Refrigeration, and Air b 'Emnseal', EmseaI, U. S, A, Inc. Stamford, CT 06903 ( 7 ng appearance resulting from elt►hpr defective or norxonFoming Ur)d_ated:____ �� t;� + •B. WARRANTY: Worront the Works cified her-rin for oxer ear (?03) 2-3828, ens for straight, aligned Joints Fit tiemnteriols and rorl(mnanship Dpfri t•; shall Include, but not be � �+.r') �,�11 t:Irditrxh+rhg Engineers Pt Y � ical outlets, I in and FixturessotitiAc n inst become unserviceable or' causin y p P g limited to the fol tort � c v0V i 3. Matio-.1 Errvirornmpntal Systems Contractors Assoclat;km 9a � q on objectionable 3. PRIMERS, CLEANERS, ant mATS, Use only materials listed r ng' THE C�Y , K that plates, collars, Or covers overlap tile. 1. Warping, buckling, '' appeorern_e resulting from tither defective .x nonconforming os suutable ►n sealant manuftt!urrr's Instructions. Test c o e e r p ng, rg, shrtnking, or crocking. K I T � ,, . ' 1 INSULA1ilNi Mineral wool or gloss fiber M)tt, or blanket materials and workmanship. Drfects shell Include, but r„)t be for staining, Lomputtblllty, and durobih ty before e c ( t t E 2. Grout In accordance with manufacturer's recomm(ndati(Rs 2. Softening se slscolor+rgsun ON It conforming to E•P,A pner9Y conservation rpquirempnts and limited to, the fol for=ng proceestng t d e 1- 1 v h z s I orxt app. Icable ANFS1 standards. 3. Coning loose. aQ�� L , I � F. S. HN-1-521f, Tye►. IiT. I. Look tmg A �QRTs.A�' I. u RATING, Moyinum, flan spresi of 2S, fuel contributed 2. Wrinkling, '� / r p r I d, TILE DETAILS, B. APPROVED MAWLNAciU2ER": ARCHITECTURAL 97200 CP 7 � • . 1. INSIALUT(ON, Proceed ant rhos conditions ore suitable fur soul x l u' L EDGES, Typically eased edges where exposed. tit �] i� p of 50, and smoke developed of 50 when tested per ASTM E 84 1 Breaks or teors caused by restraint of expansion and sotisfactory performance of this Work. FoIIo• manufacturer's on y . 1 Roppe Rubber Corp. , Fostoria, OH 44803 (8W) 537-9'327. PARTNERSHIP �� bullnose only where shown. 2 Burke Flooring Products, '.'an Jose, CA 95112 (408) '\; contraction. printed instructions ik,r use and Installnt+on of its c T TEL i�03'�7=�4 /w'q ��A 2. .NTERNAL VERTICAL CORNERS AND CEILING WALL .JOINT 297.3')00• �tr , �1. products. Arrange prrxedurps and devices to rxotect ether .. y 2. THERMAL REST;fANCt, 'R• vol,AeS are listed In the ASFR+AE Square. 3. Flexco Division of Texti to Rubber Cu. , Tuscummbla, AL + �- C. SFfOP DRAWINGS: Indicate size, mat,rrlot, arid finish Stow York from dtsfigu^ermen! and physical ,.:,.maw, aril correct S 1 n r , Guide for bo'.t end blanket ,nsulat;on Provide 6 Inch locutions ami ;nsUllotion 3, CETVE BASE, Matrh. floor tile except where shown 35674 (205) 383-7471• procedures. lncluxe .details of damages resulting from this York. Prior to ordering ,i► e stm4lM MI �m1 Cmomrtw�lm�tIq 1Aioit+ot�t: MJ R-23 for r•cx)f and 6 I nth R-t 9 for roc i l s Prov i de otherwise. Mm/MiM� MOi Joints, attachments, and cltilr�ances. delivering materials, ck>rnc#.rct adhesion test on all substrate r n I $ aluminum, fall laminated tc, one side with flanges for materlots. If inadequate adhesion Is evidenced, consult with r r o 4. CQORI A5 salettpd by Architect and nrrprovpd by the G MATERIALS, Rubber V M 9 stapling application, Orier• 1. MbterIaI1 D. GALVANIZED SHEET STEEL MATERIN-i flee Architect before proceeding, Follow the recarrmendot;nns 1 e m 1_ [NSTALLAI(QN, PosItIveIy attoci, edges and ends to prevent i, r)UAl ITY CIANDARD ASIM A X57, coating ckslgnot+on G 90. of the Sealant A Yoterpraoftrs Institute's 'SEALANTS: the SECTIITN 08700 FIN(SH HARDWARE 2. Size, 1/8 inch thick z height shorn on Drawings. V M ~ , �; ' gaps cr openings In the va" foam-lor. Install blankpis with 2, fiNISNh E. EXPANSION JOINTS, Substitute sealant for grout where 3 Colors As selected b Architect Pham, full nanufactuurer'5 ProFesslkx�al uulde For Joint dtstgn and instnllatlkxr Y the vaporbarrier to the worm s+ee. Butt sides and edges of movement may be expected. Provide sealant of the followlm � a, HETAW. PREWiRATiO,i Prlparr sufoce for paining In details, A. SUBMITTALS, range, r'• tZ blankets t they to avoid s In Insu4at;in Do., not cover locations, ogr 9aP' coripl donut anti ASTM D 2090 reco+mmendot;kms. 1. Submit hnrAwart scthtdule. 1• Expansion otnts and control joints. �1 �LJ 1LtA,i1�1 Cal Insulation until the tnsta! IatlOn has btenapfspfm!ebld and b Preflnlsh sheet metal with pcmlyester enamel finish I &'17!ION 08112 - HOLLOW METAL DOM AND FRAMES 2. TEMPLATES, As soon as Installation schedules are po j B, APPLiCATiO4 • • r =P 2. Against door frames and similar items, 1. Butt ends to hairline fit' avoid stretching, M Fill minimum thickness. re1urrned .Ithout exception, furnish required template 3 Around well trotlkms, (M'►K 2. Place boss with joints under compression and so toe _ A VARRANTf: Worront thr., Work specified herein for one year information to the various manufacturers for fab fabrication .w I nf. GALVANIZED SHEET GAUMS, 21 gauge minimum. ago inst becomlrig urnservteoabft or teasing nn objectlornablt purposes. F. LAYTIUT continually touches Floorlrng PACIFIC NORTHI/ES'T REGION ew 1 Clips used for ettochmerit shall bF two g,ariyps thicker appearance resulting from either defective or nonconforming 1. CENTER PATTERNS, Arrange layout so no tie is smaller SECTION 099W - PAINTING _ __ _.__�_-- - - _ _,_,,,,�µ-,,- than time ppiece lily retain. materials and worknanshlp. Defects that( Include, but not be B. MINIW M COMPLIANCE STANDARDS: The following Df.x-uuments gov[rn "` ' 2. FASTi;NERS, Golvonlztd, ciAillum, and stainless stmt, limited to. the follorl than half SItR, except when controlled 5y „tier areas, T• n9 fire Work Except where more restrictive requirements art m A. WNRPAWIY: Vrarront the Work s cIf!pY1 herein for one ear �� 1. Irdentot;ors, rust, orrd surForp defects. s ectf ltd Avoid narrow strut-s of Ile. Y ' P ?., JOINT PATTI:RNm Align joints In birth directors then against becoming unsrrvlt-rabte or r.au-.Irrp an objectionable ___ _ , ro f. MATERIAL. ft1NPA1181L1TY Provide mutually t_onf)atthle 2. Inadequate or misplaced hnrdvare rttnForconrnt. I. NEPA Pamphlet No, 101' sq(uore or rectangular file Is used Lay parollel to appearance resulting From eith>Pr dFfettve or noncpnfoarming - ___ 217 �t7� � �'j� -- - N 11111' 1999-00526 materials and fastening where In contact. If not avotlabld+, 2, MIS[ AI 11, 1. floors and walls. materinls Find workmanship, Dtfpcts sFalt Include, but not lop ( i Isolotp .,-.-nFioni ble materials to prrvrnt electrolysis, E NINiM11M COMP!iANCE STANDARD, Provtdr Steel Duda Institute 3. NEPA No. 80. 3. HEIGHTS: Evtend tele to rarest height without cuttinglimited to the follorirnr7, �r� g. �9E(' 2000-00004 h' 'Stanrnrd' grade construction, detalIs, and featuras, submit 4, lh Certlficotlon. � 1 38 S.W. PAC MIC nT AY , . a 1 1834 SW PACIFIC HWY .r, - . shop drawings prior to comRRtruction t le, There tile he+gMht Is dtm(nsianed• BEAVERTON. OREGON L C. INS.:`.u.LATiON Install In accordance with the martufocturer's 1• Noticeeblp discoloration, streaking, bloonln9, darkening, � � - - - ..0_-_._-__ , v, , . G. CLEANING:i NG: �y�� +� U I(► 42 of 62 ! C. DIXNR LTNiS1GUf,T1OM Provide 16 ga:mpp flush gralvonlzrd steel tEmplat(+s and printed tnFormhk tlt7n Adjust closers. Check ar radirhg t�rTs�mwm� �Y: _ 1. Leave Finished the installation [Upon omni free of CW r\ Aolkj j" ,,I. Ins and blrndPrized and Dm imM Uolntpd d0(M5 with rater locks, latches, Find other operating reehantsms for ease of 2• Mildewing• CWME) BY C.x1 - ...--,- , �W• for exterior doors: operotl(fn. Provide keying as duetted by the Owner. a. ed h bra en, ,nb,�rndprJ, or ot►ht r,se Y Mul W. 1 tigl►t tops - . - - - -- . . --- -.-•.--___ __ ___ �___ _..._._ ........._- __.__-........-. __.-....__ _ ._ cr ck chipped, r I dtfek t I vp mor ! Af'F'�d0'll�D �� .E , , < ! -. .. ...._ .. -.._. .,a..r-. ,...,,....-...-� ...._,_.�..............A.,-..- � �at•si.. - .,. . �� - ' . - Yy t' J A ..r.,w.r ,F, t. O_. � �,,. ..- _. .-.......,......_..,.............-,�,.._..._.-..�«_.....-..1afY�.+.- ..w...._.,-...-..__... .. .- ..._.-_._. __ ......... .. _...._-_.. .•_. ... . .. .. .., .... ...,.,�...,a.,,...+,,..,,......,w+auw............ ...... ....•...�.�_..,-.•,. >�--..r-.•...,�,.,..............,......_...r•-.i+.w►.w-•...-..,.-_...,.....-...,,...,..-.«..._ _.. .. .. . .�.{.ii...,•,......re.•......•..L....,..�,.. __.,...,..... ..........,i,.s:..•...•.......eu.»,.._...................«.._......_..........-.....,......, _. __. ... .. _ .,-.,._ �... -.-......._ _. .. _ern_. . : , - ,_ : If this notice appears clearer than the JUN 0 Z 2000 y. document, the document is of mnrginl+l quitlitY• Illiclofilmcd -` � ,,. I�T�� 1 III�I�,�I�I�! Ijl�l�f�l� f,l(I"�. Fj� 1 11 'ilf.l, j ill I I II il , jl ;Iii ! f Ili; ,Fiji;! ! ijfj:�Fljij! i'ijl;i�i�lllli I IjIjI�FIi!,i" I jljFljljl�l I I!f�li!� ijll .o, .1 11 vim MADE iN CHINA ---_ 11 _t3 . _ - _-._ _ _ _ ._.� I 1 - ' l _ W , I 9 I I a, �� I.. I. .I,� ..1.- I ..;;;.li , I ,.lid I. r,, ,1 iltnu Uti r nil t Im rr dint r, ,t nt!itr r, , I I; 111 I I IIF' Ilii I Ilii}II ill i ilii i„i„I ilii, , •iu Liu In,,,Il il, I, I ,i nit ,..n i I, Ilii I ilii Ili„I t In r II ' 1. I. lid I II ,, j f� I I .,i 1, II Ili I It I Illllfll!IlIltI I, , I,I j,i,,,1111,I1,,,,1,lj,,. ., j, I It,l.;,,III•,,...,fl,,,,,,1l,it, .:i...,l........ ... ....I.,,.....I I,IIi.,tIl....11lli.lullll III,•,,,,jltll.!•„ I!1„i1.11 mrill i,nfM!1!!,t I Id.. Ijl,,,rl,lll„I 11„null I,,,1! t,n,I 1 f ,Jill, 1. ;I i ' - .. - � 1" IF >Sr ,� ,!a'; �- ,1� r • y, ."1�?, Its' y,�I/� .`� .O•�.1 _ � ...ti...........,.�.,-..vr.....-,...+..,....-......«...•-.•:....,..e... +.w+.-.,..+.+.�.,..�........, ..r. ..�,�.,...rw.....r......,-,..._......,,r..-..,....�,.�..__,_ �..-...,.,,�.+...-.._..•.r...w„+,w+.r.t,.+..wr�•.�., .�.. ...•..r.....n+.r....,._.r...�.,,�w..�., - - r - �II��I/��11�I��n __ +AIIt7�r��11��.rf.�. ___ __ Y • I :2. r ,C. M1 V�iii'#i_ DivlSl(1N I' ItLHMIIAL C Volve Boxes and Valves. Valve box shall be crest iron 15• Tests and Inspections( isolates so as to minimizf equiprer,i c;peroting rio#se 11, berwrol kequir'enct i mitt•, cost Iran cover secured t0 box with brass Cap transmission screws. Valve shot( be Iran body. bronze or brass A The completed systems shalt be tested in accordance A, Lc , *nt furni-rtwu shut( fit the tr i n, we t 125 mud Y.P. and She 1 I nee t AYYA lu !.r ' space available, •I th type. P with rtguloting authority or alder direction of Owner C. Ali insulation work shall be performed by a recogpizea connection, etc. , in the required locutions ord with 1• Wor!': IrwlUdedl ipeciFicatIofiahis representotive. s • insulation contractor specializing ,n commercial and adequate spoce for operating and servicing fhe druvirxjs ini 'at projects, installed In accur'dance with are generally dingrammotic and indiiote the manner and A. Provide materials, equipment, D. Check Valves, In copper lines use Nibto No, 54,13 (A- DiVIiION 155W - AIR CUNDIHONIWi monufacturer's recomnrnidotiois. qu pment, lubur and services equal f method of the Instollution rFntle the speclficotiuns and necessary for the instol(ation and placing into f,;:ture list denote the type and quality of mutertals cola Operation a c lets Itwmbl Q inwlat,on, vapor carrier, aches ve, seoler and cover irip vorkrartshi to be used nap p ng and ptpirtq system vs E. Dielectric Fittings. Nonferrous, Epco Sates Co. , I. York Included installed as linin or tonere shall assess n flame p specified and shorn on the driwings lining n9 p Cleveland, 1)tlo, or equal, at a!1 connections between capper pipe and ferrous pip* and equipment. A n Provide uteriols equipment, labor and servicesspread classification not excerdlnp 25 without evidence for 3. f(y.4+rwnt and Material. S. The Work In general shall consist of, but Is not the installation and placing into operotiuri of u of continutd progressive combustion and u snake dhrtloped limited to, the follows rating riot exceeding 5). flame spread and smoke A. Materials furnished under this contract Shalt be new, � F. Provide trap primers for nearest sink o.• {anatomy to complete hent+ny ord cl>raliry system as specified or .. hub alma ens or floor drains equal to J. R Smith indicated. developed test procedures stall Y cunply with ASTM E341 and free from defects of an character, and shall conform I. C tete Sanitary shalt be U i_ listed accordingly with o'+P y p4twrbdng ,ystem for the building 'Prt►Itze', thie standards of the Under.r+tern Lal+or'otaries, With connections from the plumbing fixtures and B. iht work In generol shot( consist of, but is not 6. Ventliot,ont Inc. , in every case where such a standard has been limited to the foltowingi established, and stall be so labeled. equipment Indicated on the drawings to the pubf+c A Provide supply and exho,ust fan,. of the size and type sanitary sewer i nc 1 ud,my tap, ,f necessary or to Private disposal systerti 9. Fixtures, 1. Equipment as sper.ifled together with necessary Indicated All fans and ducts shall operate without objectioral,le vibration or noise. The motor or entire B. Where two or more similartype items are furnished, all ducts, grit Its, registers, controls, piping, low assembly sholl be isolated from the structure with she II be of the some manufacturer, e. g d+scotw-*ct 2. Installation of voter piping and equipment A. Fixtures shall include brackets, cleats and anchors voltage fans, control Writing, hangers, stun; ' connections including water service lines anti required for support. equipment supports, flashing at equipment, duct approved type of Isolation absorbers. sw,t6ws shall be of the sane manufacturer unless , meter if required and pier !rnsulatluxt, unless otherwise noted uthervise noted B. All plumbing fixtures shall be 'First quality' as b. Power roof extiausters shall have a steel frame and 'v otuminurm or fiber Inss houstr Fans shall be direct C Mattriat and installation methods used shall be in accord 3 Furnish and install plumbing Fixtures ai, shown. defined and set forth in commercial standard CS-36 as 2. Related York, Openings for ducts, grilles, g g > caul ated b the U. Department of Commerce. All registers electric service to the equipment (exce t drive w vee belt driven using cost iron sheaves. The with the latest and approved rlectricut and mechanical promulgated Y � 9 - P engineering practices o, Water- Closet - Amer Icon Standdard 9468 018 enomeied iron fixtures are to have acid resisting White coiti of wiring) and finished painting. motor sheave shall be variable pitch for plus or minus ^9 ng pr Illi, Lavatory - American Standard 0(355.(!56 enamel. 10 percent vorlatton from rated speed The entsrt 4, Service Entrance Equipment, r 2 benerol Regulrenents: rototirog assembly and motor of each Fon shalt be isolated C. Fixtures and fittings shall be from one manufacturer to prevent the transmission ut vibration Into the C. 3 Compurtnent Sink - Metal Masters 'Convenient A Service entrance equipment stroll be in accordance With Sore Mini ;into' 3 c 2 and of similar character in any room o' location. A, Equipment furnished shall fit the space available, with structure. The hood covering the tun motor and drive comp. drain boards the requirements of the h;nicipal Governing Body and shop Escutcheons, handles, etc. , on different fixtures shall curviection, etc. , in the required location and the shall be hinged and provided with an approved !orking S device to Fasten hood in closed and n drawings shall be submitted 'a the serving Utility for d. Hand S rli, - Metal Masters HSA-IO-FO be of the some design All fixtxts and fittings shall odegarate space for operot-ng and servicing The drawings open positions. Bird x. be sutnm,tted tar approval with cuts and fulmll are general diagrummotic and Ind,cate the manner and screen of 1/2 ' o,�, ,num hardware cloth shall be provided approval by some i e. Mop S1nk "tee Model 64 description. All exposed metal not otherwise specified method of the installation while the specifications and fur nil fon outlets Self-acting dompers are required: F Ploy Sink Smith 3(01 NB13 she ll be p011shted chromium on b'nss or bronze. All equipment list denote the type and quality of anterial Provide nonfusible disconnect switch at each Con 5. Porlelboords supply valves shall have renewable seats and disks, and workmonship table used. A. Each pone) shall be provided with door I(" and two keys, 4. Work exclt.4ie4 Noted on drove s• All hot and cold rotes supplies to fIxtires shall be 7. Registers, Diffusers, and Grilles y poneI ,,shall be provided with ^9 keyed olike Eoch provided with stops. Provide cast brass P-traps with 3. Equipment and Material, typewritten installed d 2. General Rrqurlrenents; cleanout for each lavatory and sink except as A Registers, diffusers and grilles shall bt furnished and yam' en seeinson oor, identifying the use instolled in sizes and of locations shown on the of the branch circuit. Panels stall be flush noun ted spec IFIco,lly noted A. !n no case shalt smaller edlu,pment be +nstalied than that drorings. Accessories such as dampers, air volume except as otherwise Indicated. Pone is shall have bussing A Equipment furnished shall fit thee space available, with specified or Indicated, indicated on the drawl ' connection, etc• , to the required locations ord with e crack ween Q After plumbing fixtures ore set the betthe Registers s shall be provided as noted ke the drawings. as inicadrawings as manufactured b> Square e D, eQu Registers shall be equipped with a ust behind the face llE, Cutler' Hunner. u odegtate space for opPrutirig and servicing, The fixture and the wall stall be caulked carefully with 1. Ducts W drawings are neral) diagrammatic and indicate the Tubtite as manufactured b American Fluresite Company flange which shall make on air tight seal betreer the 7 y y o y outlet and the roll. Outlets shall have sufficient 6. Ca,dutt, roamer nr'xl method of the installation while the or approved equal, A Duets shall be fabricated by skilled mechanics and specifications and fixture list denote the tipe and installed in o workmanlike manner, evenly spaced mounting screws to permit drawing the face flange tightly a Inst the mounts surface, and A. EltCtrical Metallic Tubing Hoy be used for tiring not qualityof material sued urprkmanshi to be used. C. Lrxw'ect+Ons to Equipment- n9e 9h Y ga ng p B Transitions, fellings and elbow shall by constructed to compressing the gasket motieriol into on our-tight seal run in or rxler concrete or earth or in grouted walls. I Pi in 1. Contractor shall maks lumbi ■Ithout bending or bowing the face flange of the outlet. p 9' plumbing mrd piping offer n minimum of noise and resistance. Where space All outlets shall be instoiletl lamb, level and ,mallet B GnlvantzPd or Sherordlted steel shall be used For wiring co►necttons to equipment specified t0 be fIa n stnpd permits, elbows shall have o radius of 1-1 2 tines the . P ,n or under c.uncrete or earth Conduit in earth roe ted A. SanitaryPiping b Owner or under other sections of those width (or depth) and transitions shall be to the building Walls tx Floors. P' g' Y p gradual cell and cropped with Ployken 900 tape or cork approved PVC: spec!fica:ions except final ca►nections to air changes not exceeding 1' in 4'. When structural last-iron no-hwb p+pt or Code approved pla;t!c shalt be conditioning and heating equipment. Sufficient conditions n.zessitate, fittings and elbows shall be mode 8. Electric Wiring 7. Y,ret used for soil oral vent pipe In or ruder comrcrete and approved our chambers shall be installed to sharply as required but with vanes as recommended by for vent p pt 3' and larger. Tirade carefully, support prevent voter hammer. After completion of work, ASHRAF Guide. Right ongle branch tolp-offs to grilles A Mechanical tq�.ilpmmt Paving electric rotors shall be meat and II furnished with necessary control devices for the A. Soft drown annealed co��per having conductivity of not firmly and ,wtlfonmiy, adjust adjacent lengths of pipe exposed fixtures, qu pipe she be and registers from the:' main shall be m,:dr with the use of less than 98% of that of I;," copper, uniform in cross with reference to each otter. Open ends of pipe shall `'hcwoughuiy cleoned extroctors protection of each motor and for automatic and/or manual he tempororlly closed with rood blocks of tr►d of each control section, free from flaws, ;colts and other imperfections. working day. Grades s all be not less than 1/8 ' per 10. Pipe Ina Iatlory C Ducts shall be securely supported with strap iron or B. Electric w;ring is included under the electrical section I. insulation Type 1''4 for brooch wiring of size 16 foot unless noted Standard weight wrought steel pipe angles rleneroily ducts shall be supportvrl from overhead of the specifications except low voltage control wiring, and smaller and as specified for feeders. Use to conform with A S. A. spec Ificotions B-36, Article A Domestic hot water pipe and drain piping from voter member, The Contractor shall furnish temperature control, insulated wire from recessed fixture outlet to 10 11)39 shall be used fc or vents with inside diameter of coolers she be insulated with i/2 ' thIckne5s farmed mlinetic starter, and other control switches and devices juncticn box. 2-112' and less plostic insulation eulu,ol to Armstrong, Johns-Monvtlle V 'sheet Metol Duct Work, to the electrical installer. Room thermostat and control or Gusttn-Bacot insulation shall be applied in switche; shat! be furnished as shown or directed, and 2. Sizes No wire smaller than 012 shalt be installed . B Water P,p+rxht accordance with manuf'acturer's recoftmordOtions. Miter I. Sheet metal work shall be in accordance with controls, relays, starters and wiring shall conform to For lighting receptacles, or other circuits. WirE cut Insulation to fit pipe fittings. Sent all joints detuiis Shawn in latest edition of 'Low Velocity the governing electrical codes. larger than 110 shall be stronded Copper pipe shalt be used for all writer supply piping in the insulation with approved cement. Duct Construction Standards' referred to as Ex,:ept service from, meter to building. Type 'L' hard 'Manual', and published by Sheet Metal and Air 9 3. Grounded Conductors, No smaller than 18 copper drown copper shop be used fur pipe not set under b. Where shown on the Drawings or required by governmental lond,tioninq Contractors' Notional Assoc;ot on, Excavation, Cutting and Fittings encased in rigid steel conduit .� concrete Type 'K' soft copper shall be used For oWtncles having jurisdiction, at lovat)rtes for Washington, D.C. , unless otherwise indicated f Iwndicopped persons provide Johns-Marw Ile 'Aerottbe' A Perform the excavation, cutting, Fitting, repairing, and Insulation, withint finishing of the work necessary For- the installation of 8. Miscellaneous Materials, Pa coating, on hot water supply,y, 2. Manta" shows ole thcxfs of Fabr i co tion,on, dampers, the equipment specified herein in accordance with 02220. under concrete. Fittings shall be wrought tailpiece, and trop, louvers, air Intakes, etc. Use the Morxal unie= A. Safety Switches, Heavy duty and general duty as required piping n9 u"9h' No cutting of the rock of other trades or of any copper throughout. 11llJ1. Sleeves manufactured products are specified ur ectrtc couplings shall be structural member shall be done without the consent of and/or as noted on drawings Use NEMA-1 for interior use +� installed at any material rytange in system. Cut pipe the designing Engineer. and NEMA-3 for exter;or use. 'diR 3. Use lot carbon galvanized steel of lock forming accurately to masa ements stubllshed at the building A. PI sleeves shalt be Schedule 40 steel I galvanized Itt with minimum galvanizingof 1.25 ouinces and work into place vichou% springing or forcing. Pipe pipe 9a � y' 10Final Tests, B. Fuses! Bussman Mfg. and fittings shatl,be fret from burrs. and Fens; and sleeves cutting to length or 14 gauge fabricated steel per, .square Foot with name of manufacturer and trade I reamed and cleanest Joints shall be soldered sleeves galvanized after, fobrication. instoii wherever name stomped on each sheet, A Before acceptance and Final payment, demonstrate that all pipe ends C. Conduit Straps, Heavy gauge steel snap-on type. with endsareomstIne 95/S solder. pipe posses through Floors or walls above or tie Ia* opporatus is functioning properly and efficiently. grade. Size sleeves to allow minimum clearance between 4. Flexible connections. For all duct connections to Bolonce air quantities For even temperature�1pe hlarx�er5 mrd Supports; crrl throuKlhout, D. Conduit: Equal to Rigid Clifton (riot dipped golv,,nizont) 4pipe and sleeve or between Insulotiand sleeve. Use Poch Fun provide Ventglos (Ventfobrics, Inc i, or adjust controls, and in general place the system .Tito and Electrical Metallic Tubing. . oakum caulking between pipe and sl, ,ve, sealed with a equal, ne opree coated glass fabric, flexible operation Start-ups for the first heating and bit First hat poured plastic waterproof compound Anchor sleeves connections, minimum 4 Inches wide with at least tooting season shall be performed as part of the E Electrlco! Metallic Tubing Fittings,c_ A Nor'i zal to 1 suspending piping sho! I be supported by g rg E qua I to T 6 b c Crowfux'd Fig. L2 or equal adjustable step( ring hangers in walls and floors. Floor sleeves to exte.Ki I inch slack. erxltrnCt. and/or Brieye1. Coviectors shall hove insulated 1/4 ' above ro f 1 oor.with solid rod supported and to r,txx:klps capable of fittlngc. 54 Hungers and supports. Use bound iron hungers fix I1. Guarantee: a crew adjustments oftcr instollotlon Hanger spocirig 12. Yater Heater( A for cast iron pipe shall not be tre-.ter thun 5 feetl ducts 36'bottom molter to width, bend each heard F. Rigid conduit locknuts and bushings, E. I to T b N. A The Contractor Shall urantee all nateriol and equipment g � rte' c. over on Botta+ of duct as in Plate No 18 and �' qu'P for other peel, not greater than 10 feet. Hangers A. Provide o 150 psi working temperature factory insulated fasten with metol screw Use trapeze hangers, fnr to be free from defect of material and workmanship and shall be provided at offsets and (hongps in direction shell rp lace Orr r without cost w the Dimmer all G. Flexible conduit and fittings, Equal to Cohl')rn,o " Monger rods shall be 3/8 ' fox pipe order 3', I/2 ' for and jacketed gloss Ilntd storage type electric water ducts greater than 36' in width. P repair Conduit and Cable Company, Inc heoter of the size and charocter:stics described, defective material and workmonship for o period of one u pipe above 3'. Heater shall be Insulated with 1-1/2' thick from E. Fiberglass Duct York, Year. ht Liquid tight cOndult and fittings for all cele ire and 4 insulation as required to meet Energy Code and be equipment connections. J. Piping shall be installed with adequate provistarifor 12. instructions, ;r erklosed In baked enamel steel enclose-e. 1. Fiberglass duct work shall be in accordance with w� expansion and contraction using swing joints, Ripe de toils shown In latest edition of 'Fibrous Gloss A. Contractor shall instruct the Owner In the r 1. Outlet boxes, ploster rings, etC. 1 Equal to PACO. r clamps, anchor's and expansion joints. Fittings shoi! B. Unit shall include Factory furnished A;.ME proper be 50 Spaced that they will riot interfc•t with sliding tempera ture-pressure relief naevi, operating tnPrmostot &ci Construction Standards' referred to as operation and maintenance of the eouipment. 'Na, of pips on Supports high limit control, and magnesium :-ads for cathodic ,uzol', and published by Sheet Metol and Air J ,.ondo,lets, Equal to Crouse-Hinds. Conditioning Contractors' Notional Association, SECTION 16000 - ELECTRICAL `�STLM protection K. W+rE and tablet Equal to neral cable anal/or simplex. i 5. rlpanouts, Washington, D. C. , unless otherwise Indicated general rip I. Work IncluMed� qu L Devicrs. Equal to Hubbell, switches 1220 receptacles 2. Manual Shows methods Of fabrication, dampers S?/2 . em A. Clennarts, some size as pipe, shall be Installed to LCI se, i and waste tires at every ,_range of direction and louvers, air intakes, etc Use the ManunI unIe,s A. Provide materials, equipment, labor and sprvlccs 0: 13 Access Ponelsi manufactured products are sneclfted necessary for the instal lotion aril piecing Into Weration IVat every 50 feet of run whether shown on drawings or r.; noti and shall be accessible in cuses. When occurring of n complete electrical system us seer_+fled or hl Dewe plotesl ,toter Sto tecta and 'Medalist �„ A. Furnish occess parnels vftere indicated on drawings or,i 3, Use Fibrous glass I' thick stordord duty dtK:t indicated Flip-,.,d for veotherproof locations, In finished wall or Floor, int flush with surrourdlrtg Cn where required to permit access to concealed equipmeit, board. cv surface for operation, maintenance and repair. Access panels B. The work in general shall consist of, but Is rot limited h shall 10 sized for service, however, not laps than � to, tree fol lowin i ateld: 1.2/ W 4�4. Hoar rs gad su. its ore to be occordi to Plate 9 f,. Vents( 10' x 10', complete Lith Trane, nnctiar straps, hinged No. 20 of ManuaI _ door with screwdriver or key-lock and Firlshed coating i. Furnishing and Installing fixtures with loops, �� Wo NW, FR GARY S. ROWAI A Vent, shall v,rtend cwt less tenon 10 inches through the of Int, unless otherwise noted rx'i drawl These Pa drawings. F. Roof Curbs at HVAC unit unies,; noted otherwise. E f550 rr,Of. They shall k,<+ gathered tou7r+thpr where possibleA z panels shall by turned over to the Gen�'�a I Contractor RaMMEL Into ore vent as ,horn, as construction progresses, with Instructions us t[, P a'gr 2. Frrnlshing and installing electrical rock, panels, PORTLAND, OR �RAND OR ,A their proper locations. service conduit, wiring, etc_. , For outlets and ARCHITECTURAL 8T20� rp +r 7. FlnShiriq 5, lnsulatigrll equipme"t. PARTNERSHIP ~ B. Across ponels shall be Zurn 1Z-1376, or IIZ-1377, or ..r.w....wlr M- 503-227-5W tv A. Openings in the roof for vent pipes shall be flashed A. Supply ducts outside of the conditioned Spores shot' be �� r ,h R: Smith 14760, or 04765, 3. Furnishing awed Installing to l pph•-r,e cutlets, a e and soldered water-tight. Flashing for pipe ,hall not Instituted with 2' of 175 Ultrollte or enrol with the conduits, wire grid tInstoai rogues Including r be lighttr than 4 Ib. per sq ft sheet lead and -heti 14 rrcovatlrxy Insulotlon securely wired on with overlapping joints so conduit and were from telephone t,rmtnal board to h� AM N! ��A'� MLIMTOIG�W " (hie lower ecce shall he nt that there are no voids, Row edges of Insulation shall the ba (ding entronce as lndicotpd mmwrJIP �� cv be made of two pieces. F11 N least 14' squore. The top piece shall fit tlgiltiy and A Pprform necessary excavating rind bockfllltmg for inside be ,t+uled, pM, rn sheatl extend to the top of the pipe and teen dl w" and outside plumbing lines and accessarles. Excavating 4. Temporary Construction Power, Furnish and Install 110 T 11 „+ D i its i de the pipe at least 1'. t.Y TIWfArt�O ItQ shall by true to line and pitch Backfill shall be B: Tex, ins dp of the supply and return ducts from the oir temporary ronstructior, power wiring as required to pinred in layers not ovFr 8' in depth, such foyer ondit:ones shell be lend from the air handling provide sufficient power and lighting forCY 1L+ property mr);stened, solidly iron tamped, or otherwise equipment to a dl,tance of 10' from the unit, or as construction needs. Obtain temporary electrical Ty�lJl�lufl! Q at Pipe Atcpssor+esl compacted to o cdens,ty of not less than that of indicated on the drowings, with Ultrnilte 1300 - 1/? serv+re in the name of the Omer. Provide jE1.d1 QUI ..i• • a adjacent undisturbed earth Puddling wl-th pater to thick, or approved duct liner acoustical board: Th!s terrporary lighting as required by Occuptotlonei �n A, iia.,. vn!nps. ? 1/2 inchres and smeller, Crane Nr, 431UB /��t ochieve cnnpoc Ion will not be permitted Ser material shall be fitted carefully on the Inside of tux+ Safety and health Alt for Adequate Illumination for FACIFIC NORTHWEST RECiIsr+>rdw `- or equal, screwed, 125 PSIi 3 inches and larger, Crane r , Section 02230 duct and shall be fastened on with cement supplemented by ronstruscticn end safety purposes in ocLordonre with cT• No. 351-1/4 or a^.rr i F I nngnd, 125 PSI. In copper r_ Innes use Nlbco `,235 or equal. screws and wasters on top and sides of duct or ,ase Spct+on 0150(1 fibergloss dmfs, fgr,lptwrit to toe properly vibration SPECT KATION I. Globe Valves, 2--112 Inches and smaller-, Grarne Nu. ,.n r ' rthgYG 1, screwed, 125 PSI; 3 Inches and larger, Crone 217 �Ct 99W STA.RM RT r5 ►!, -!51-1/4 or equa !: F I ringed 12`_• PSI. 1 n copper 1838 S.W. PACIFIC HIGHWAY a' 1 1 r,es use N i bco 5235 or equal. its I' , nt ow.:r1 dr BEAV ERTON, OREGON Mh;C 2000-00004 C�trv4l�d Ill': _.. .......2 � 1 1834 SW PACIFIC' IIWY ------«-- s--- , ..rex' CUE�� 1'z �t�►" ' Ki 43 of 62 NO.M/ B ' nuc YiV�'' -- .. .-r ..y r„.. i,. t n -•'r ... .y, r ,,, .. ,, :. - Od -. Srlr' P 4 ,-• r5 ' • 's,' �, .J. d' # i � Yy,: Y,F . ^• �t 9t.- .. I. ., �, .lt ,� .,1, ,, � ,1!- .•k. t��fV y, wP 1 .. .. ,. .. ! �: � �� , ..' ..1. •. ... .• Y ., �t�i y a• ,:S � rk M l.. .� ."'1'.��'.1 .t ,f. 1 � r t� .r .A• '.i .� .i �' r t � •i •A I 6" t t , #' 1 1... is n �. `..� , a • : r s 1 ,. Y. .. _ . 1 1. n • - ,., t. S. Y.f: Y , .4" . L1 .4,1) IZ 1 yy .j .- Y 1 ..4 Y. 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'a ,. ,f • Awi;,a uY 1 .�/ . •«3� t t w K ,A,,.'� p��y� H 't,-`3'`�f,�'" '"' +r~ ,�"a. ?..� a 4 t' '%%- ,�' -,' 1 ;j r.• 4 t,. - 11 i .az �.-�• YK 1,x' ,;,r .f , '.i ��1y, " '�`. f.�!��I 4'' J•1 dw ..,+fEt1 'ta:�„ '��' :,1. .l z 1}.,".• i '1 A1• r a. r, '.,,�,� �y. '•ly: A"ice"�' 1 F II'-"'. �p�,• ^CKs ..�'.,,� d.. . �, �..' r p '. .�+i' '< � � •,+ A, Iu+ , 1 .e' awn 'I. --- - Iy� 77.yy1 -7777777 ' ABBREVIATIONS —----------- A — A AMPS' F PAFy I'r PO Ff44C 6URE PRIOP, D W+H,QW4c--& ti M4 Il%4A6A F , ADA AMIEMCAN DISABILITIE,e ACT !IF PIAIIt ww FLOOR AFF AC�ovE P'I?�11Si�lD FLOOR r'Pt"'i PART& i°'ER MII"i l �. FD 1�111a! C?A!'IP°EPt f01i81 POUNDS PER 6GY1.AM III''k.:H • AIR WAK)LING IJNI1 PLC's. FLAhwCsE r•15w. P$I, uAIJG1E - I T ,� AMS AP"1MIENT FC OMTPLC70MIIR . GLEAN , PtraX AfPlI�rD_-jXiMATE k RADIO' APP txPh1 F'EE'T PER MINUTE (Rt: PiEL.OGATE (DJ a�l� .�- -- 1 i��<� �•. ATM ATP10gt ii' tE F-T FOOT OR FEET K ,� RA RETURN AIR Avr6 AvERAciI! P'F't 1 ? 1.4i E PIPE TFIMAC) �:�+ I1RC,.N I T>EGT (P=� PIt I'Pt1RE t�EGT'. lRE GTAk"sIJL AR _� �_� _ �r- _� tire- t (A) 4k%4N0IJN i ED) FF. r-ittibi-1W FLOOR 11111119(k I�C.Tt111 D j1 11 " . •" *� M4 RELATIVE 14111DIn' Fel FIM &OME DAA fIZN[O PROI iVl ,I 11 f y ,, I dDD BACK DRAFT D R 11 1 4MF'E ! R111P"i REYOL'JTfON6 PER MfWTE I . dOD BOTTOM OF VA. ';T GA. G�ALYrld: ,i I i / R7U R17G'7r'Tr�P AIR WAK_LINr,"s UNIT I 1 11 { ,q` ,",�c, ' +,? �` I BOTTOM # P'�iPt tJ 1I °: ✓ " J4i;.' p{.. •:��€ r '`.• * '. CsAI_. CsAl.L17N (8 6A 9UPPt_Y AIR( 1 t I !!a•N" L'IRdIC�! a`1C?i1feEPc.�1:,E11't GALv GAA_VA�UZ�'iU G M1 GALA ONS PER MNJ i� SAT. t�ATljP�tA'tIC� - BUILDING M T SYST19-T AP�IACsE`tEN C,pwl tyr-y_Ij PER NdtJFt S►'7 " DAMft,R 8 (L�i WATER NEATER --�1)�E1 EJ6� ) F - r`Y ►j BTU ERIT14+4 til,*RT1AL l.NIT 6F t'<A.11A/t FeET -4 -ee '=3 ' ° _�___� T - I �• I W[� i1EAD OH 6EN615L-t: HEAT t CB CATGN BA61N et-Irc 9E'it3 iE4X WRAT RATIO II 1 I 4 G.I. I�AlST IP�GP�( GOh11mP1< Ct7rtPF Ir OR i�1C)R. ►+C7R1L7FJ'YAL 0M 5WEET MTAL I C OND CONDENB - (EIR, INC, ATE) ►4Pp 1 lSE}aC`tiJP?RGONG SP 5TATIG F4WSIBUP - .3PEG �GIIrIGATit7PUSJ I 1 1 1�� , C%O►`bGt�ETE 14R I-40uk lu I I CGNT'. C ONTIP�IE(011S) SO STAINLE-96 eTEEL I lot11 b 1 I 1 I a7 FRECLJI1 NI^_•f nl II C.L,FT, tDJPlIG ftET sit) STANDARD 111 1 I II 1 + I I ,¢s ••fir. ", GUCIC_. PST P°MRMIIJTE ID CRIN$':�f DIArPETER STL. STEEL 11 1 i I I I 1 i 11 i iii i G.O. GLEAN OUT Ills INVERT ELEVATION STIWGT 6Ti UCTURAL III = ==f'J 111 F— — T— C.014h. Go TO CARAUE IPL'! IRON PIPE GIZt eYS. 8l$TE,H ' 1 111 ` I I I I I I I +:n,1 1 nl � G5P. t.ONCRETi: 60IL PIPE TEMP TEMPERATURE I In �\� i .� �! ( TYp CU COPPER KW KILOWATT TONS TONS OF 'GE Rt1`I c.'�r1 KL44 KILOWATT-11,� 1 I � - " i I /' f�)Go DD OfC115EL Y'VAT TI•PLR 06TA'. Dd DRY 15ULE5 LAT LEAVING AIR TEMP TSP TOTAL iSTATIG PIRESWI11114' I _____�-._�__---�..-=w=�J � TYP TYPICAL ; - 3 DDC DIPMGT DialT46j- C;(,)NTR LS LBS. P004VI5 --- _ ; I DEG, DECAWE LF LINEAR HEAT I n In / I ,41R� I t wl / ' pr„" ON DOWN LG LENGTH UON lJNLEi56 OTNEFWIGE tICYTE?D ( II ►.-� i IUTATER 1 L__J I /��` •"t' DP DEW POIN•`• LN LATENT WEAT / T i 1 1 I-------1 I I ? �I.41 Y VOLTS VtEN _p LIQ LiGx11D i r--n I► i r- i a Ili VAC VAC.LLIM I ; ', n r' w It I I i I DE110 DEMOl_;,0PW /EDI LVG LEAVING VAV YARIAtSI.E AIR VOLUME I L_J D G 7'1�'�L18i-1 (ED' LOT LEAVW-s U)ATER TEMP / `•� 'w ' VD VOt_JE DA %R DIFF D►PFNGE ORC ALTA I 111 1 2 II 4 410 MAX MAXIMUM vEL VELOCITY ( m jl tl VT1R DIA. DI:�.'IEETER ON n{ II _ 1*Te44 BTU f'ER WOUR O'14OU3ANDSJ b1aP(T. rEMTILATI 111 1 rt' - _ -___ --------------- D5 -_ ______- __ 1 DS EU,<) c�UT VERT, vElt?IG.QL. I In 1 fill > _ _ MIK !'•!1NIMIJi!", 111 1 ! EA E.4C�1 MVD I-IANUAL VOLUME DAMPER vt=D vARIAdLE FREQUENCY DRIVE I „i % ► �i 1 n_� �'� L a , I _ f 1 ( I G I ENG 7 VOL V OLUI'1E I 111 �/ F�I7J,S�T1��/y71)� 1 I 1: N/A NOT APP'Lk:.•AdLE v T VAAD.E VOLUME El. ELEvATICxd Nr NOISE CRITERIA AND TEMPERATURE ( �� T F tirIl�i Ir! I, Ir wrwl^:'. „'? .`#,«�' k' '•'y,t ENT ENTERINCs NG NCAWIALLY CLOSED / IM �--______ -__ .-w �� .► ,,�r 111 I EAT ENTERINr., AIR TEI'•MPER,ATUff..: No NORMALLY O 'LLCO GLEAN OUT, WALL PEN e' ElJ' rTlTERTNCs (DATER >EM1"ERATUf NIG NOT IN CONTRACT �� Wr4T11:R I _--- ----- WATT 1 I 5 hd 1 I i'� iti : __. ------- —^-- — -- _ »_._ ��i E)e4 Ekl•IAJBT NTS NOT TO SCALE W I 1 ;-----------_------ ---___ �I � �, a} wa n iE.' Ex18TrNis . NO. w-MER W WASTEI I 1 (E) i•ME BIBS E►'+1r' EXTEiQl:AL STATIC 1iDP t35UORE WT WEIG"T EXP EXPANSION NEW WD WET DULD oeO OPPOSED GLADE pAPTPEPAt U/ WiTW - - -- - - - -- -- - - -- - •- - - -- - - --- - - -- - - - -- O GEN IUWA WATER SER r I I Yti.ty M+ � 01). OUTSIDE DIA1'1ETER • ' ' III ( � O3A OUTSIDE AIR ZO ZONE lop r+y PIPING LEGEND FLOOR DRAIN SQUARE PiPNG T'4 De !Cef`",C7�D � � ® 14Mr* i I (N) PIP►NC, I ® FLOOR DRAIN, RCAAV r CFi PItwIP , 0FLOOR CLEANOUT •r. r.. ,. PLUMBING t WALL. CLEAN<XT � v I &ANiTART' DRAIN rA60vS CIF"DE DIR.:INJ SANITARY &RA1N rl%ELCW DR,AN) W OP" ' •� `�° , Y t STC 'DPRs N r A C7•.0 13pADE DRAIN) BD t3D FLCOP'i 81T4aC :1 :,BATF ATO-W DRAiN (BELOW GRATE DRAIN) BD SD s�+ ..�. -..... �.�. �.�—__ VENT V V V i GA•r GH MASN, 60LIIARL GOLD WATER cu) `J 1:ATC;1.1 IS A81N Ri LII%ID NOT WATER NUJ • WOT ULATER iIIIIIIETUNN WWR + "Otw '1 S 1.. r • PLANT SPRI`0ZLERCLODAGLETQir'LE CUTY" SCALE:PLUMBING FLUOR PLAN DEMOLITION •ted: 08-2 1/4' Ir 01 BALL "05F BIBe U pda v_ _ r' MUTTiEWLY BIDEWALI_ SP�RIhYCL_[vR NOTES FOR THIS DRAWING KEY NOTES 11u ,'N !I' iN,. J I Rw -{} PAST INDICATOR VALvE I. Dlseonf*e ct a i�Ioe+ve Existing Plumbwq Fixt" Out Existing Floor bleb Arid Rearaver Existing llluite�l ::i, ��(•� �}- CWEC,X, 1!S11jiw' * —{ - t ,.ur2E FIRV'�t,. WS Piping. Fnw '1�eit +. N PPQv• ;ritlMl9€RI�17 AND t3PEGi�'IEL�) 1• Contractor el-al! Vairirq Existing Equipment, thT'e, Power Lines, Etc: L.oultio n And t31TAs Prlrw To Piping `t1lE Kt vRAtT` Demolition, 2. Same Ae Note M, Except Abandm Existing Wastes Piping in Place. Store Flxturm In Location As Directed �ov �•t 1 r � d f. r-Ar-(1 I T 8E TTEIR �_ Ourw f r 1 e � +AI. klit',1i �1 kLZC}111U5, �Tf,d YFDG PIPRE DEPARTr'tEN• 2. Contractor &,ill Ysrl y Suess And Locatl-)n All Existing -assts, vent, .,W HAI Ptphwg. 15C7L£NOID vAA.vE s ,,T,, CO�CTION`J'`D�4 3. Olsconnect, 1®e1P o" a Cap Existing Air Piping Bolow Floor. hOgnN W AND ... _- C.%A,'r,E [] 'ACootracto+ Shell DlwAxneect t Remwove All Existing Plping Flx:xees W'wther Or Not ft wl, '� mav i �� L( R 4. Disconnimt 1 Rmtwovet Existing vett Piping t vent TI?ru Root, Torporerilq $sail F*wiftratlon tWter Tl�t. AI GATE GLIF t1�F ' a-WAY �•�- Coritractor Simll Disconnoc�t t remove All Ex4ting Wa CW, MU, stes, / vent Pipin g, ti tea C �`J�•D�4 � - P vi�w'rL� D. Disconnect a Remove All Existing CW / i`W Piping From Eximing Flxturm In Wal! And Above Crelling. Lr to TT�a IMo � "'• H,q� -�n� PQEO PeeURE FT-FT Contractor Il Petcil Moor Matthing Existing - RerPelr To Ardwttectual Drawings. _ +U-(AWAY C0NIROL I XX b. varlf� Exleti CW Piping Location_ Cut Slab Disconnect And Rive Exlsuv cw PIping For 4m IDU F x CsLOPSE �� p /'�� lye veer Exact Location k, Field, For Gill Ra�lFng Above Exlstkr� lJE4T`s, iesrtric:Ael t,Etc, fG alhe� .�.�✓. ' \ i i•',r .._____ _ __ _._._ _._ -..__.._._,_._____ .._____-.._ 1 Dlscor m'Ict 1 Remove Exlsting Iaoee Ml b And Alssociated QU PIPi'lig. SYMBOLS PACIFIC NORTHWEST REGION I scoma-A It R nave Existing 9. DI st n9 Wetw. f~lelrettele� And All CW, � s Relief Piping. VWIN Location In Field And Remove. DIETAFL r4Jh'IOE1111r. 1°'Qgi1..A7_. ..QQ ZQT1C N 9. DFeconn ect a Remove Existing AirNMt.er Nose a Reed And All Associated Exlettrig Piping 'M'd PLUMBING �`L,� AN DM TOP DETAIL 0 EgjlpmeerA. horse Or Places In Location Directed dy CiIIIP'wor. - - p,p AWiW uA&P �t-TAIL � 1' 21 �r� S'T f' � �) IO. Dls x"Mo t a RW%,Y" Existing DowrnpOUL Sl"GTION Nt,R itt R _ _ Er'.11J"IEW 0ENTiFIC:ATK3N TOP 1 1 DRAIN 13Y, ti l `11111-11(1(Ilh� E� � � �Y: °'"..'.'4'_".'•'""T"nrll'' a •`': 11 .! 1 a _ ` y1 ! 19,41 SW I'A C I F IC FT W`I E'er WI$IRg P EC r iC7Pf ,+AP1�1eA1!!1 '�.- EQUI!°1"fE*W"t` N�'tl9EFt � � Irl i 0 Ill 62 } ^ 'j�• 1'7 s,_ °. �'d,�,j;.n L/'7 �,ra�,Q)7 . �rA y. i��y�yµ .BNhw :t& V. a �. •r, �4R�• r •.r 9'4b.yi •, 'µ ,i i',y V,. ,.Y. J I {: ,� ai. ''i,. A.. , � N,r: w'4 ; ,� �_;. r; :S 1,„ � {.. aV i• I� .� .' n• „a}. .1�G T`rwr+ti• ,, b J '. �J.f' >. . - ,A�n4.r'•a:Te1;` .... . r ..rv. .row,U. ,. ...., .. .._. _._ _....._.»Nr,...___ _..,.....................r.......+.•,...-..w�l�r.._......w.+....a r<-...e..wMw.,..«.,..L _. r A I J 1 Pk II limIf this notice :wlwpc:wrs ciciu•er than the J u N 0 Z 2000 e I I, I• „hl1 1icurnenl, the document is of marginal gllalit�'. llllc'1(1t11111C(� II sits I i• •I , .r�: ,,: Tfllll , 1111 ! ; Ilillillllll11; !I !I! !I! ! � Itilil � : tt I• it iiiiilliil = tllllllilll IIllliiil , ll ( 11, f. : 41 T111 illllll Ill � li 1111111 ILII-;1111 !Irllll, III ►ilt;I�llllil�illtlll�ill I ! I ( li� lillilt �1i � 1 ! II I , I , II , INCA MMM IN CHINA _ IllllIII � { I Ilill ill !Iii Ilii!iill i Ilii i ill! {iii'{li!il Ir'liil i'r” 'I r ..l L. I,. I 1• rlllrlll III nl1 Til uI II t7 't:'1 {' "i1 11;{Ir rlrlr 1 rill r Irllllr r nrl n l nr)n 1 (n nl l,rl ( I tl i,111�!' •I�I�1, ! fili.• 11 ,.,1 .,„I,l„IIli,li, ..1.. ,I,,,,,,I,.1, ,lI,111!!;!!Il'.+ 'n!IIIl1!i!I!1!i!!Illllunl•,:,,,•I,..,I,tilt„ „Illi„11,rill,uirlll'i�f!1111,,�Ir,IIiIII: 1.•rllllll„rl,lllrf.. ,11111i1Illlrllllf1111r„1,{Illliillrlll!' ! - _ 1 t 1 03 f1ftftift- FD 2 REDUCr 1 _- 34 STATION I P t T R£L IEP i i � ilk 111,21. CW - _. -- 33 �O 1O V 10 �' ,,4„ Cw �/4 15 03 - lap ,� _ .L. J PiPM OvEllEAD - �.::��:� _ .. - - t.� > S•27t __...- ---- _ __ 1 v 13 u r-. _40 CW 3•• W i i ZA _ I - - 561111 El 411 v 1 366 W ' 6d 5A Il u � 4 3$$ W Ul C ( 4,t W (41 FiJ5) --_.-- ___-- —...._.._ � ` _ 1 hitt � i IE.•2f1�' II 4"ILI \ -C1.EANC)UT O "Vo3„ W � T I T P4 P4 1 I 1 ” -C _ET tJto 4W V - - L----J I ;�6,� i 1 1 I + 11 1 I I I 1 v PI PI I 1�2 CW tom. , I R Fj $ t. J 04 f __`_� 4 CW _- � .—____J •M�RCNaNGISINC� _ I � . _R€ I �„ w Coe WB \ 15 OUT I I I I I 21 �—s4" Cul 11 1 o I I ! WW - PLUMBING FLOOR PLAN ' S4ALE: P201 NOTES FOR THIS DRAINING KEY NOTES C_.) KEY NOTES (CONT'D.) EQUIPMENT SCHEDULE < j I. Provide CW, �4^d Waste Piping, Extend To 5ft From Building Coordinate 15 Provide Cleanout, •To Grade. { !. Provide Water Na4r+me'* Arresters Irutall Per Md+tufacturar's Rec-.onxneu'�ciatlons, Location With c.:Uvll Drawings. 2. Coordinate Location Of Floor Dralne And Floor Obits Wtt)i E ul ant Tier. Ib. Coordlnaie 4" ✓'(R Routing With 14VAC RTU-1 / RTU-2. Locaticn Ill Iµg,TrW 9 i"" MK ITEM MAUVF,ACTI,IRER MODEL ",iT!Nr, REMAWS 1 P'r'ovide 1�2" CAU Main Wlth Full 31ze EU 1 ShA-OfF valve And Drain Down. l'uInt.aln Minimum loft Selparation From MA Intatus BY BY � 3 Provide Floor Sk .z F�-I Iv%Ali Rime 1/2" Above Finished Floor. F'rcvlde Water 1" K . 2A C:CFRE BRBIER CURTIt3 XMINI 6Y63i21L TEXACO GG. COMER _ fl. Pre�vle�s si" P T Railer D!sdterge To Over Floor Drain. 5A ICE M,lGGET MAC;4iRE tJMWZAK.I — F 1000Mt�: TEXA"',0 GG. CABr T _ 4 Prvvfde Ball 5h;t-Orf :'Alva* For WAII N9irants Slope To Dr'ah 3. I--ovide It't' GU Pressure Reducing Station Set For 15 P31Cs. 5C BEDISPiI WR COWELIUS 3030-AiC10 TE.�XO &C FLOORI- ig. Provl:�s Water Heater 3elsmlcell t ,snit On Sh IF Above, 5. All Kitxi-or Equ, t i Eq ul ant Iter Etna( E ul ant COrTtectlon I, p y 14 TER FiLFRATICINI 6Y9TEM — EVEWURE ,194.31-10 &C. GL. ".I. —�� U- 1Bted: __._ --- --� �` y q 1� 4. r lovtde I i" Reduc�+d Prw6ure Bade Flow , revaAar. Provide Drain And mil Be Made quit0lr+ant Supplier. Funnel. I rl Drain To Over Floor Drain, tndlrectiy See Detall P401 Install �� -i•ovide %• cw t A,�" f•iti! Be Stat off vaivss And Grain Pan For 11 f;A�UC,Gi�lp i WOT C.�+Ot;OI.aT>i: f - i�xACO GL. CUNTEf�t Below Water Neater. 25 FREEZER C�E,4*R UNIT �� KlAbhfAhN C20M CX.C. OTE" ROOF RE. •'GOOF FLM l 3W NAZI f31 I '• b. Coordl,tate Routing Of All Beverage Lines, CU Plpkxq To Coffey Maker, ET(;. ilJater ►-(eater _ i1?F t;rl With Furnituv'e Locaatl,-trw Typlcaf'. 33 iCF MAKER WaN — l4OWZ,d1W1 12001'A!E OTW" OTi-Eft OOR _._ Prx471-ANO, I)REf,C>rJ +,17223 S. Correct I,$" CU) And �7" WW To Both Faucets Underneath Skit, 20. Provide 4" PVC'. Sleeve Une*w Slab For Soda Supply Lines, Extend �� (,03.1392.116►) 9\ i��Y 25 1, Contractor Shelf Provide Acid Waste t vent Plping, For All Waste Plping From 6' Above Finleh Grade WEA: l ALL MOt1JTWI 14E6W6 AIS TO TEE TOP a THE WIT LICE88 WTFD C71i•E'Fd 151. Beverage Units 6 Provide 34" Gondensate Drain From Evaporators Fix Along 11.411 To Over E,rt8lnc�rin, lM;a--1!tr.cr4rrl C N es u l T t N,��' Floor Drain With Coc'iA Quad Air C;b p, , 2. EELF-BFRViGE SEELVEa Mfn DI�PETIbNG l;�EvlcEe FOR 1ABLEli)�,i?16101tWAE,C;pdpfl•tEN?9,1=tX�[) AND 1lttiliAiWl �• � 1 e. Plv*ing Coitractor To Verlry -In Locatlons Of All Equipment. Fu rlshed Appy p' 11. Provide 4 ' CW Bal! Slut Off Valve And Acceee Panel Verlf9 Access BEvERJ1csE6 8144 L BE WT,t LILFD TO CO"'L.Y II)M4 SEC. 42 i 5b OF Tte Xj9glrAi�9 OT14 DISABULIT1Ey ACT. Rough-in 1 I T t Location With Architect. F&r 3i4" CW To AlrALIatar Station (MAX,WIWT 34"). Others But Cear1►4eeted By E,Nn. Provide Water And Gas Iso at on alvss 1. Provide �" Soft 'K' For Filtered Water To Beverage Equipment- � None M4 10M04�aMa A A11 Equipment And App l iancers �f ^t. r� MA 8711 1v Un GB Y.Np er'll A 1';oordlnete Stub-Up Location With C-ur4lttre. Coeotect To Ice i'1alcer 33. 11. F`•ovlde I'2" CW, Rnuta Down In Wall To Coffee Maker �i s�rAm ��la� M 11 4"_4" 1 9 1111in MW Provide Water Shoat Abs s, On All Individual Not And Cold Water Pipes Ma�� tti1NM To Slrks Water Closets t Lavatories D. Same As Note 1, Except To Not Cocoa Macer 21, e411ha11a1MNo1»uT TMs M osu04�cT ar�Y��il� 13. Provide 3" Acid Waste From 6WV8rAq& Equipment Minlnun OF 25 FT. LYXAMMUr,Br>IXA00s1c 10. Provide Wel! Clean Outs Can All End Of Waste la,+ru+ Arid All Bernd Greater Than S. Same As Note 1, Except To CoFFele Maher 2AL Dow Stream 135' And 5rt From 011(11. I0 Sarre As Note 1, Except To Ice Machine 5A, 24, Provide 34" C U Fart Dow Wall To Wan 41drant 134, E cQ U 1 LO L.L.C. Il Contractor "ll Coordlnate t verlfy l.ocatfon OF All FU's And PS's Oth Kltr-hw Supplier Prior To hquipe►erit Installation. it Provide 1/2" CW. Route Below Grades To I"* Reel, 25• Provide 3,4" CW Rx Dow Uall To I lose Bibb E•IB. Provide Neat Trace PACIFIC NORTHWEST REGION 12. convactor 31-411 Verlfy Exact Location t Routing Of Sada Supply Line. (Owner Fu-nlsltild), To NB, Coordinate Electrical RAquirament. 12, Not. Used. 26. Provide $/A" CW Ball Shut-orf valve Arid Access Panel, Verl Acors PLUMBING ��d� �� Type And Location With Architect Slope To Drain. 13 Not Used. p� 217 13(, 999 S'T.ARMAR'T RUp 1999-00526 14. tProvide 54" Cllr Mtmr i`Iltrallorti stem. flee Ustau P4m2 1+x:34 S.W. PACIFIC HIGHWAYM MEC 2000-00004 118.14 sw Pnc'lrfi• rrwv I $EAVERTON, OREGON a5 � __._._.____,..__ Pc iof' c,� DR4tl�! BY: Y� ��: � Z�'a� GNECKED BY: GAN APPROYM BY: Sheep Noy P-2 4 . yy' ^.v.__w I„•hl'T(+` :'wR.w,�.VMlF' •ir1IE1 �*, .... ... .. .�... .. ._. .. .... J1�;►,.. ....,.w {T.., . C7"'..._. ...—.iM+--w..-.....-.... ..,., ...._rr _- ._..,. .e..,.._�M.�•..a�Ffy -._. ,._ v_ ..i'gy�!MYI�y{GAtAk I nwrc,9! . - .. .VM..M.r,.MnrMY,[M,M.+.�._.y.n...'Rr-uM!*NM..M,M.MwM IM�MIR,..MbMr'�•w.41 1WMR W ,M.^,... if this notice appears clearer 014111 the JUN 0 2 2000 cement, the document is of near inal quality. Illl• tfliilllC( • 111 'Itl�. tlllijlllj�(111�('Ti1..� Ifl ` t I i i. i ri ,.i. � I I I i ii, l► i ii I Ii ! i'iiIII i 1 II! l;lll�( illi( i lll� lll�lll�l i ; i�i�l1 ��) ! � I I I I I �II I�i�lii�ll=�I it I I ' i (1 I M NINA 1N011 ! I _ �( 13 4 Aif It :: 1 �� li � ff- £1 !11 . I I i t.. 1. I. t. I, t. . l t....l 1 ) I... I. 1 Ilfll ((lilt( 11 I li III Ilii I fill til Iliii,i II { {Itttllit lii,tl It !ii i ,i n ill iu a lli' t ,� I tl tilt 1' Iltttl til 0((000( n tttrltl t ntl tt N lltltlt n tlln till(( I rl !I!L-.11�,,,, ..11lll,.,lfl,ll, ,..,..,I•,,,.,i„I„ ,Il,f........ . nli(..,il. 1i..IniNl,....,,l,.,,,,,ttllll.,.�IlIlitl!l�illulfll�i tttill, I,JIt, .,•tlt�l,tttl,lllt,...•tttttttt ttt itt II Ittlttttl, , �' ( �•Jlj{ 4. �I. i 1. ,et!•s. '3N ��' '� -.! "�. Y.♦... . �'- r. y,• ,��,�' �^ O. ',fv;,';-.' r,-,s°S 1 ^� Y. is ;w. w' aw f -,.5. ..�1 xfw�l f �. �'1J r o 1 , ; y 4" VM r 149 FUt31 -- Pt3 Electric Water 4-kWter Eva orato ` -.... _ _ ? 3 V� 21, V i ' v I CW pl�/ __ .— _•- _.--_-_—(.�_`.._ �_-`_ �-.`.'_�_'�_" �' _. _ _.- i ' -Il [../W t MI I.1�� • ;� .1 Drain 1 I i I —I — --- .� _--- - - _� .___ I _I 3i4' CW (!r' FU$i i xitl' CAV 1254 I J91 GW (6 r-18) .W Gooier - rI - ...._ _ _ - -- Ora IV ` ' I I I I I - .- 1 Pty I I I � v I � �M � - --- LF V4 Ice Nat Geaec. Ice 1+'4 Fs4 `-4" W 8.rlk 1e5 1 1 1 I � (1114 FUS) I Machine I e r✓pfPsls ' Makaer I r-�Y I I \ ( 1 1 15A Halter 33 �- I C,UW ! 1 1 1 �' P' l._ �_ �__ Filter _ '-i/2 GW ` 1 �z' Fa F8 I _ _ L _ Fa -� _T. ;�_. _ l - .. arL_ _ _ (._ _.._- :..�tree �- s '- > 39 CpF FU FO F G t r�u I > P$ GcJF I� - rr 1w,t :,acaa Itre t j P{O le i 3" W '~l oor l'u nh k a F5r'e,,w ",10,er MakAr T1'P �-6 5A 24 i I 33 � - 1 J J Mop P4 P•1 tJG ut`: � -.�_ at•MIr1-...a-a111.1....�....�.� - 9 W -.�3' W .r- 4 aJ W CkracAw f gal ary t�ulldirg Drain f43 FIJB) -"` r• r 1 _I L7FU, Iva t r 'err`..1C.0 A 5rti.t Off Bee Civil Erglneertraq Utlllty Plan AtlP_DF' �eas.re 'a" CW 7o t;Jpe.elr-: �duCt $t.�,'. :,•+'' a .b.k etatl�ti For Coirtlm-atlon a 1 a •-!..Cj•"fry t 4 Sys* J1�Af,�.. t�`S• :l'.of �• . ��y..ry "� SAPJITAR DIAGRAM DQMESTIC v'I�ATER RISER -- Y RISER D'AGRAM • '� � ' PLUM W.3 FIX7URE bC#4E0uLE Based ��^• The Natlanal 5ter,dard Plu^Wrp Coae r ID FtXT1iF.: TRIM No PIIe sizes DFU Wt3FU i l`RE_ 14R" I TYPE e CAT TW AP WAeTE VENT G W. N.W. r —_�_-^- -._ .___ ..___. ._._... .r.__�__--..__ .._ .__ _____...__.. _.._ ._.. �. _ _.�... _._.._ —... __. ..V-•_ ._____ __._. _-. ., �� I T• y � r� �+ .fin , � .�'`p a., ,M1•q,�Y'�' kik ,c�.: • it P1 Water Clopest bloan 111 4' 1' --- •• ? 4 Beat: CywcW95CP3G Elongated, Open 1~oot � 1 � Ope1-atIrNo dandle ::� Wide Side ►yt Amee'rl bt a caro C:X C'ET 4'3102 Cllr' 3m t. r i 5 s P2 M 61nk Flat 0630-AA 3' 3' 3' 3/4' i 4153-58 Strainer W1 6'1 %lobar Stopper, 832 Flat i"IbB 2a?� Woes a t3radest At 48 AP=, Csrout In Place, Caulk Perhneter With 6111woo Caulk �acw t3raeteer ` T .far P4 Lavatory t�eritaga I 1T1%4' ?( 1-1/' 1-1/I' I/2' 1/j' 3 2 Inoulate Nct Aed G-sin Linea With Trwdbro �4and; La. -G,►ard Kit Kehler `�� '`--'--�j Hot E"li vai✓e +tea t,Inio�n (TV rte+ Zi �4m?.1't2 f • W! Provids Wade W-520 Carrier OB Cs + 4r+,�rlcdr Standard I WNEEI r'E•1GlR 9141?_ 'i 1. Whwe R"ulred Provide 3parw Aquiwlx Anti-'Scald Proportional f-. `.�"� Mlxing And ptvertin9 valve Model AM-100" ll�eelr i'eT Relief Valve 9tst, At 5ame1 � '►-met _....�-_._-- -----•_-• _. __-_._ ._ .__ - _-__ T ___ __ _ �.._ E Islctr is Water NeaterInput fes!. se&re, At 120 Pb Hand a1M11e. NeriL+l9ty i-1/2 24 2 112 1/2 3 2 - L''eterlcen bttln,�ard ? 2605.253 s. of Prti N Used -- - - - - ----- - - - - 3 4' Gc�'per F ♦-r R•e;iaf Line TD 1y'eln Or e?t.ner Approved Point Of P>lecllar P•1 Waterf ilte�r 5yatsn _ - - I• --- - be* � otel• 0502 Everpurea A4231-10 � � `7t. P8 Electric Water Neseter - ---- 3!4' 3i4' 40 Cxal; on OZ<W, 208V-I_► Ith PT Relief Valve 5tatm- TCL-40-2-Lft Themiomeetor C;*r Outret PIPS, 0.acorr>act Switch ` -.. t� Not Uac71d ---- - - - ----- - _ - 71, 'R_ Over f Ivw Par Contrectar P� °- ert>nsnt Lflnit (2) 1!*SV LK- 1- 2, 2. 3 i 4 &,elnlees StQe1 Fr�tencttng, 16 Gauge l.eelyo; 660 Juet N8i" _360-24RL I { I Go1et,� "C Le" t'lpray t/Z ? Enclosed :auoseto, J-122 Bullet Feet. (3) E ►tay LK-212 5tralnerc LK-60 C.nritinuoua Waste. ----i To Floor Dratr,llFioex >ai1M4 WN WJII Arlt -.-. _.__ 3/4 __._ $ Non-Frseale T W1 Ysc: Dkr. a Loore •• �� fW-13135-� � � F/ k'.,eyJay RSmith --- W,�?, � I. Prp�rtddi♦ Neat TrAF►a W'ynlr f�ltlqulreld � Local A.At!'IOrItldlr. ~�• .,. :�«A+ � � _ __. Ab �W inlet When re11W Areca• Alxws 32 Wsa(e / f'rov:db Hot IWW Expansir_'r Tank Amtrol • T-5 On CoCol tyr a Rsqu( 't Nose Blbb -- _ _--- 314 __ . _._ LOoee Key And vacuum Brerker Acorn 6121 � _•.._ _.__._._..� _-------_.___..-_ L.oce A1etMtorlttos. i FG FIOrir Ora In 3' ----- .— 2 -.-_ With 6' battn 15ronze 4e ,�uetabie Stralnsr And Trap Prttnelr 1=lttlne. Wade W-I!m3-STD 6-:-6 Cl I ' '�'w'; ' '�•; ,f'1 , d' wrw Cast Iron W/C'ome bt,re ineelr, � ��' ' :�'•'' r FS Floor Oink __ �' ____ ___ 3 ___. Ja flt 6m i th 3'C©-14 N1oFcel 1`ronze Gyrate With 2-I/2 Center Hole y •• ,.fit, For Fluoh ve've Lute- C.oeers Eo'1Bi 0o 3aeod .pon The 4pproprlats 5*ct#,>r Of The Cu-rent "LlwFurm Plumbine WATER HEATER PIPING DETAIL , su�F• + , 01 Updated: VU M 11111 SW fl!; 14111, j I. t� 415 atfl.la IA" r i I',X ��1''�F,i1�J.11t1iJ�1 ��1 .•, Y' �E. ,}i'� :�. ` �AW ,�aaeHDVW V"0 11 LN 1 tr AUfI ` t rN � j E'QUIL ON L.LC . PACIFIC NORTIMEST GIGN 4 DETAIL SHEET & RISER DIA E311P 1999-00526 I 1834 S.W. PkIFIC HIGRIIA.Y ;. 1 ' Mac 2000-0000aBEAVERTON, OR�G4 11834 SW PACIFIC HWY DRAWN BY, CHECk'Er FAY: Pc; af, ter 62 � 1 � , - ' q, , + rt 1`. , a i' ! 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''.�`,•. •!i , � ''f� ,('�i '. .eKt:, �' _�r pia:f t �'. f t r, r t ,4• '�, A'a:-+.;v ,ivt.- ,1 �r � :4 1., '"t,_rt t .. '•.—�^�._.._-.,_.. - - - ..... ._._ ..e..►•a,�...•._-•-'r"'--+••mow_._ ,r ,.._._ i LUpQly� S WATER SERVICE CALCULATIONPEC1 =! TiO Pressure i:rc�p Calculation For De�lr►e6atte ulatRar Service I , CsNrietresl "In"tion 6pt4ft ftPC1lJlreee 4* GF" Fblu At ir'tin lb til f• 1. Before otibrrilttlr►g "to Did, Tire C.fontractur 6h&jl 'visit The Job 2, bc:ope Of Werk bt<eeat 11lIn Pressure • 100 Pal ,ty 84te Ard Examine Anal Fully Arqurltnt Ni coil' With the Existing Conditions ftealatl To 60'vir,,ee6 ne:7 tome, bite A8µldln t A. The Contractor Snail F4,o ride A Complete Arid Fully Longeeat 'c'�r�lrlg ird.rl ■ 150 ft. � P&SIne Pdrticular Attention To Tis Location Of Exletlreg Water Aper J n9 T Operational 81 .tewt �' TYirt Follow{ 1 Maine, Transformer*. Etc„ That Contractor Shall Furnisl`i Anna -TV* K �p'r c I Install All d1ipport•, Harvor•, Boxes s, Duct ttkxk, Plpting, 1) Not Arid Cold Wolter Piping I-I/2' L Iris t0rlrid, Parmle, Etc. As Required, N 'Tracie, Arad Shall Perfo m 2) oanitary Grairlage. - - Preaysxe DDrop0FL 1-rQ/1¢� Fi x I "1/2-31 Ft Nd ■ 433 P61/100 Ft CJeen©Ilttevl► Md MOdlfieModificationWor4, As Required For CompleteComplete3) Vent Piping. I - L th . 150' » b� Phil -4" Operable t3yatoms Ulthout AdrJitlorial Gost To 'rho (>wr r 4) Gas Piping (If ind!catrod). crag 2� Ree�u Irements Of The esener•e i C.e7netrUct I c7n 81'd l i r�*7ly To Ail 5'1 Ind;v!de.1a I l y Spatia l l7wid System• 0) E aL awe ■ 5 :'E Ihow 440' ■ 113 "1 3/4' Line uk-xk Under The" rraao*. B. Upon C-omplatiom Of Work. And Following Cleaning And Length . 20 ■ 4.4 11%1 WA TER Fk*-4ng Of Piping oyster•, But !before instaliation r_X 6 Elbows » 3 /Elbow ■ tb' 6b P61 OUT 3. (7-cmt1actor Shall Arrange Arid Pay For All Permits, insulation, C:orrtrol Device• Arid C mmection To Fixtty-os, w' i-srtlnutss, :ewpectlon•, Eta And PI'ay All Fees Levied OW The rontractor shall Perform Rrquired Pressures Tests. St-ete, Local And M,ir:ecipal Auikoritlee• having Jurledlctlon Contractor bhali Provide Pumps, GrAug.ae, Caps, Etc. 10 Assumed T ET r-- ^ ACTIVATi F• Watts � 1-i1, RaaucsO Pressure Bacx-f ow "l a,/ mor C--- ' UR P S7 VALVE TO BEVERAG. _ P� E Over Work Done t,lric;ler This GCe'rtA'A eat. Par Toren °,.�tscri Tare L•. Test E a e� Section At 150l� Of GAUGE GAUGE EQUIPMENT Operating Pressure, But Not !_+"s Than 2F! "1 For Not _ 5 ", I Drop a 46 C�F'M WA TER 4. All Werk !shall Be Done In Compliance With All Laura, Less Than 2 Worc Observe Test t:Vction For I-eakage Or SHUT OFF-,,." aQlMricerr. Codes. Etc. Of Citr~ive/r11Ir1� i�e0ly Nav'Ir>g iff "oseure Drop Ta4a All Prelee:.auttono To P'r'•evem Damage __._ _� r To The Oull6in Or Its Contents. Re• Ibillt For Ulatar ' WATER .krlocaletcon. All ApF►Ilcableri Itorris &I<eali Bear The g K�o^e y - 5 Q? FSl OUT r Urderwrlt4gr• Laboratorlrss (UL) Laael And Shall Bet Factory Rapak Or Damage Due To Testing &?'rail Pali On Mutual Approveed, Coritract<or. Any Leaks, Defer-to Or Deflclarx;les ---- Rssulting From Testing 6holl Be lerrsedleteiy R+•Ipalrod Oir 5 All Wor*, &hail 50 Done In A bleat Workmanllka Harrier, Left MGood ood And To6ting Repeated UnWA TE CHeK Until Test Requirements IN � 1/A[VE Clews And twee Frcm Dafec,t.s, And Compiotely Operable. This Are Fully Mei,. No Caulking Of Pipe Joints To %smoaiy Equipment Contractor Shall Provide All Equipment As bchodulod On The Leaks Wili Be Porm{: TO COFFEE ... tod Except Where Lead And Oakum - & ICE M Drawing•. All Materlals Shari Be New And Ail Work Arid Joints Are Used Totes Pressura L7r,7p Materials 50'411 '9e Guarantood 1% The Contractor For A Pdwlod 1-l/2' Line u 46rop ei>6.5 P81 TO DRAIN Of One (1) rrxa ear From TDate Of Ac4eptancs 84 The Cuireeelr 3 Plumbing - 8 E Iboww I i a PS I 6. All Work Shm l Be Carefully Coordinated With All Trades •; Piping. 3/4' Linc s i0 GF- u a 1 P'S! - b Involved, Aihr�l the Contraertor ohall Pr"ovlde P 5 Elbows K PSI `� roper � C- 50 f°!31 e onIM0C; lcx», Flttlnrgs, valves, Piping, Etc For All Equlpmoit 1) Water Plpinc;: Type 'K' Copper Plpo For Molow del Jlo'" ftml•hod 9!kj The Owner Or The Trades Involved In This Grade; Use, Type 'L' Copper For All Ckhelr• Lines. - l:lator Meter r 50 PSI Contract. Wrought Copper Flttlt'ig• With 1.15-15 °+alder And Non41_5AO "I - �'•`ffir t� Corrosive Type Flux. Above Ciwadw And 611vealr solder �. Draw'fngs Are To Be Diagrammatic And Do Not Darlow 51rade. IG S F'Si 5veeot F`-msouretS Necerr+sarlly Incllcatrr The Act,sal Location Or R,.*AWig Of 2) Waste And vent PIp^i 8'ervlc„e Cast Iron Rs>,;c�uel Froeeuro 30 PSI 34"MIN. INCLUDES EVERPURE MODEL#9437---11 Equipment, Piping (.* Ductwc-ri� Drawing13s Wll Pe Folle:�wed As 9' n Wel * C., '. CLHely As Conditiexis Allow Tea C:omplate The Intent Ot' T1,e With Similar lLtelght Drainage Pattern Fitting•. CLEARANCE FOR Contract. The F" Is Restirveed 59 T),ur Engineslr To Maks SACkie+',iule 40 PVC Pstpe With Drainage Patter Fitting* CARTRIUG CHANGE I'flnor Changes, In Locations Ae:dl Arrangements U-61W Raquireeed 1% And t3oivent Clenert As Rec.orrtmerilded By Joo Dr✓wlapOwt Without Additional Compe-*atlon To The Manufacturer. Contra cte'x•. 8. Tr,s Contractor Shall Submit Srte Drawings Of Ail Major 15. insulation Manufactured Iter" Required On This Project in AGcordarice WATER FILTRATION SYSTEM DETAIL P4 U.4 ti, The General Gond I t.i ons Sect.t i on Of The Spec i fica t I oris f? A I I I ns u i a t I on Sha I I Be By Owar's-Corn ing � .__....� 02 Doom SI•VW Metal 13liop Drow,'figs bhell Be Oubriltted Minimum Flber'glaes, Jolrw-Manville!, Knauf Or Approved a 1/4' bc,le, Shoat Metal 5hop Drawings She I I Include One E"1. Transparent Copy And Two Prints. The Eriglrre&r'• Approva! Of I t Shop Or boturig Drawings &hall Only Be Coristrueed To Apply To 2) Install In Strict Accexdsncs Wlth 'Manufacturer's General Layout Anti Confor'irancei To The Design t;.cxicept Of The Instructions And Rscommendations Provlcis On:i '!Alam City Pressure ' Pro,jAwzt And For Compliance Ulith The Gwieral Requ'ro meento Of Exceed• 80 ". 1 The Corrtr4ct Documients. The Rospo/'r•Ibllltry For A1•iy 3) All Pipe Insulation, Jaci- its Ce' Facirxje And ...... Devlatloe+s From The Requlramnnu Of The Contract Documents Adhlsslves Used Shell nave A Non-Ccvloustible Flie -------- --------- -"ehiA-Off VON* (TW) Must ReMnaln 'rho Contracttoe's Unless He Was, In uniting, And 6moke Nazar,. &ystov beating And Label Ao Tested P°1"essure Relief valve Suet 9peclfically Called They Engineer's Attenttewi To $u By AS1^t E-34, NFPA 255 Arid UL 123 Not Exceer_ilr,c� F?+eeie�ned Prawsure _��- --_- At ft P51 Flamer cod OF 25, Fuel Contributed 50, Smoke r Devlatlon• At The T16ie Of $ut7lTtlsslon And i"11•s R,r;:elved The apr' l3areahl'loa Ftr'evelttear Enginwr's Written Approval Of Such Deviations. Developed be. ��ee,,,,,,.� Cort-)Wwtion Pressure�.To "TtoM ` I uiat+G►rr/Stra Inelr. Set At +4i 4A. Provide All likar ulretd Teemporar4 Utilities And Pad All 4) All Exposed And Concealed Domestic �,ktar Pipirig 5e Psi (Wets• n236) Al ----------- .+•saClateed deers Arid Operating :Casts Including Call Watesr', trot tLbter', And Filtered _�� Piping TYie•oughr�ut The Building Si'ttitll Be I/2' Hrre•sixtie Gauge t2' �"tfn NrorN Wan � O - 20C POI (TW) Irl). The HVAC, Eleetctrical And Plur►bir'ig Contractors Shell Perform ThIcKwee For Not Water P1pinei Antal Fittings. Cold All Gutting Arica! Patching As fRsquired For Their Respectivw "ter Insulation 5hol! Be I/2'. All Pipe I Ukwk„ Except That 5tructura!Iy Framaed openings !Shell Bran Cut Ineulatton Shall Wave Chuen-C'.eorriing Fiberglass 25 5HA-'err vellve ' And Framed ®y The Csoirwal C;intract.or• All Kolas In Masonry All Ayrvlce Jacket. Cover Pipes Flttings With / (Nonrealli Closed) ' Flagon Anka! Ulalls Shall Be Core Drilled Maintain Fire Rating F'reInoldeld Insulation Navint^ A White Plastic Covering, 111r Coag Flttlrig _. -_ _- _ ../ Of Floor Arid Walls J r' C valves: All valves Of Each Type 61,ail Be 59 A Single 11. The Contractor Shell Pralpare A CAomplertta Set Of Record Manufacture, Doelgned For 5ervlce Indicated Anti Shall By-Puss Loop Drawl cgs Prior To Flnel Payment Flrisll Payment t3i,ell Not Be Match Piping Tc, Be 51Nwved. Valve o, Snell Be t+lct Less Made Until The Record '-7rawk-gs Are Doe od Complete Ray The r-an 1215 P81 Class And Manufacuired 59 Kmnody, Wal- L7lscherge Thra - � -� Ne PW L,ocel Englr►wr The t3rawlrige Jhall Be Drefy.md By A P°rofes•sle7lial Worth Jenkins Or t+pproveeed Equal - Drafteman Om Sap:a Mylai C:.oplss Of These Contract. Documants. Wall To Grar.10 P boquledwkwvts The Drawl s &oil Include Enact Routing Of All Wiring 3p Provide All t3peenclaltleees A+tC1 3peCIAI +'ig rig 9 D. ocliltlesl PlplrQ, Ductwork, Etc. Equipmeant, To Make A Gcmnplate 8yotesm Including, But Not �i 1 t' P� Limited To, The Following. ""or m Arid °...Kapp or is r --hie M ! 4.OrP' Volvo + 12. Manufacturer* Names Given For Equlpmeen: Are Used r-or The Cleanov4st Floor Dralnet Floor Slrtkat Backi'low !Basle Of Selection, NcA With Intent To L;mlt C4mpirtltiort Prev+erow rot Water idammor* Arrsetorsr Access Doors* Equivalent Equipment Of Omer Manuf8cuwars Will Se i'tteeercaptorot Pipe 51seves And Escutchearist Drip Parlst Note: ►;' , Cvi-oidereetd For A,:,-ce{pt Ino And Installation. I- anelon Jolntst Penetration bealet Stral And �atla upplles With Wheel Stops* Etc. � Domestic Water Prreetssure Reguisting btetion And Rrsoklced Pressure Back,ll" P�reventeeer. Verlfy Rwact Localtion With Utlkt,y C Provide For Water ComparI4 Mater. Coordinate Location With Utlltt9 C-oiiripan$. c Pk;,fti:Hr1g 5yotem 5piocificatlool y v r' a 1. Gems'-11 WATER SERVICE ENTRANCE DETAiL w A All Treenchln�3 And Backfill iter Plunrbinq Work Shall Be Per'for'med IN The PlurrOk g Contractor. Contractor &-all Be Rmponelble For Ail Existing, Undoreround Utilltles, Piping, Condult, Equipment, VDdated:,_________.____W. .ipment• Ei<c. Uhlle Excavating. 27 w .s ,� Y Contractor Shall Return All Y:at•esas To Lxietinrd` Cn, ri -odltlo Such 1'+s L.lrndse:aplrig, Pavlr'>Gi, 8ldeeruaNea, L~4, Etc. w F If+ LLM ,iL#TF 14 A• Provide Proper Fleeet'i{rig, GurD•, Etc.. 'ira7r Roof FAQ. '.+fli.E>dl4,t�`1 �E 'r +� �► . I G Ftin F'1 1 Parallel And P te�lcuiar To Construction. Ilrr:' .:six nt>( tir.o�-frx,.titrh►, (: '+ p� � till' ,pit: atS;(Y:, PeOxi 5etwwsr+ Joists Or Otherwise +':Onowlsd In Ail Uc�cupitstci fvaces. t>e INT "KI11111110114" I ►MA � M � D Contractor 8ha!l Be Reespeanol ,W For visiting Site Prior nnA sal r To Biddiry, To Acquaint 1-Ii1meeli' With Existing y1Rt tet�Tn Condrtlorio Relating 'to Bervlrse• 13ystOns, Site And e tar er�eoi�ae� EQUILON L.L.C. utNERAL 58)PECIFICATIONS' & 217 & 99W STARAMAAR litil' 1099-00526 11334 SX, PACIFIC RIG XY MIC 2Ooo-00004 11834 SW PAC'IF1C HWS ��'A`��TO� �� .�...., PCI 47 of 62 i)RAII4 BY: J0 P* APPROYFD By: F`r �! # f`�`r< A� a .M �'R "' I,f .�2r�:. v, ;r' r1L 4 i�"�• �: �' � 4 r, h+t;o'* `_YEA, ,� F •fit, ,' � �, s �w,'1'• •@�t� :, J y t f y tar ;l� c y „t1 1.�� M,rfa�. k:y+r�'r' 4 f { ♦ i r, �C f ��r::'�+- '�'}��'r`t�'• a�� alis F,1 . *„ *. a �. �J -.'i IF.' M. 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INCH I MADE IN CHINA �- - - ,0 l Illi 11 I 1111111 II i I I Illi! Iiiiliil 1 IIII{ I I' 1' i �i r1..ii+I 1„ i� „ 1., 1.. 1. I , ti1u1 111 1 ' + tllln11111h_ 1 11111, , Ill t 11 In111tn nnlnll rat t„ 1 11nnl,r k, � II�IIiIIIIIII,rfflll.l, Illrll,,,r,r!IIlIII,rI�IlIII!• ..11!1,!1! r!!l,.rrr „ !Tali Illi; tlr„ !Ilii. !.!!It , ..!i!+. till!!!till!..111111!Illil!il!tr,!II!.:!114111llllrr,lrll!iE IiIIIIi,, 111,1 III it �I If I) ! II 'Ir ,LI!I,t rr j { mil n r r i 1 I 1 tt Ili 1 ul,.r t .1t 1 u. ;1unn ntnrfr n 1 _ .. .., . r - .,7• h.i•, Y '1. •.M "�•, p j r7 a v' i.. 1>0 .. k�, - th'. �•' rGy�' �. ort ?' Y ,«7 •m •i t ^-F , may. .y y� .. l ""'t�. r � `�. ,n , a i. ,I. . -.. �,,,7,. 'e ... ►: ��. -; •, '..ti .' r.� ,- .... .. `71 t ^�.- ,. '�'"'a'►fa 1.vim. - T^"".. .„ f,, + , { .. i 1f; t k ;� i f ,. � ', e., .. � _ - i ,. .. ',tit �'. ♦ { l'ti. 114, # r' P ', . Sd .-+.• -a. �" �'� {i'• il'.• .w > ♦,' x 1... ,.(�,;�` ti ,. ,.•,.. • `7.. t v, ,.s „ .+ > Iw- .I ,i ( .d �y, ✓y�, t J r 1 •... - ' _ .. i '�, � ... .- .. 41{� ! �.;�,�..-.o,• �., ,�,.y,^ ,�. r /'• r '��.. "f 'e-y7. •.S",. Y.1t< .�, t a.} r�.�" �.,, -+: ^ 1 1..$,.' t r '�• .. !:I" ''� • "tiW .�. A A,>n -`; r,� i F, �.''"'.P �X ..t OVERVIEW ONLY, PROVIDING BACKGROUND INFORMATION & GUIDANCE ON HOW TO READ THE DOCUMENTS (NOT INTENDED TO BE ALL INCLUSIVE) Ail Oraur7ngs, Sf•A I f Ica t Ions, And C then Related Documents Shall Be Cents i derod A Part Of TFv a C:;,kit r a tit As Far As They I. Open The Facility On Two Witt All Aspects C4AWleste 4 No Or MinWAI Change t'?rders APPIV To Ttw Uiork, Of' This Contract, As If Referred To In Full. 2- Maximize Standardization ! Conslsts" AMCN)e Ali Stores. �. ',dew Arc;.:tect.ura! And Structural Drawing• For Additional Informatkxi ! Detail* hQgaraino Roof Curtis And Perietrations, Including Fiashiirig, nterfla•hing ! 6sailrig Anod C-Cdeflate With The Rotor ofing Contrac . .,,' 5. build This Facility A* Fast As Pote►ble While Maintainingy. CouGwilt ^" �. Prt:7vlClit A t~to�.11it That Is Ea► To ileo ! Maintain s All Work Sh•11 Be Coordinated With All Other i'radew► This Cost Of Atv Work As A Result Of F-alktro to Coordinato Werk Is T}ss y y Ra*ponslblllty Of 'no Contractor / Shall Be Performed At No Cost To The Olarwr. 4. 411 Equipment Shell Be Fvrnlehadl UAth Shop Orawirigs, Installation Csuldellnes, Maintesrnenr-o Manullis, Stc*wk-luless, Tags, And Letter ° "t ► '�F T it To Maintain Of Caw., intese Ir A ►`3' mdse' (T'-res•Ring) Wlth Tabs. Ail Equipment Siall be iristailesd In Conformance With These Docivient• ! ►' �'�' This Pra�sret 1• Not One Of A Kind. It Is � yl.►g A Prototype! Dtesstgn o This 8 o in Order StandardezAtion. 4orefore; This Project Require* Stricter 44twwwze To The Documents Than Normal Projti<i.ts This Equlpmeartt Mam facturarr's RrccmiIiiriendatlon fr X52 �g17A 5, There &-ell t� NO Rigid ia'enact B*tweeen C4741dUlt, Pipes, Ceiling Wires. And DuGtwori� t N LeQee 6, Proper Fire P'rotec'tion Measures, Satlsfactor•y To The Local Fire C�ee�sertmrrt SFiall 6e la�elli !Wier, Welding e 7r Cutting With Torches Or Electric Arc. A 6IOwaa! Noteees - ) Or 1!- yro Notes In List Form Which Are Not Indicated apoelflcally nn A Plan, bection, 1. All Pbsimoveld E ui t, Materials And Debris Shall De L all Dis osod Of Off Of ®Ito This Contractor In Accordance With EWrvatro,,, or Geta11. q y p s: "°? ,. All L cw a i, Stra to And Fede•a l Godes, Ru ices And Rsgu l a t i cx►s •� B 1Votas For Thle i Drawing - !,`eireneral Notse That Apply Ohid' niq To The Drawing On Ut Tlho;y Are Located. 8. This C.ex'itraet4tw Sial! Be Reosporsslblee For All gutting Arid Patching Of Any Waiieerrapf C.k Floor During C.,exrutertloel Required By Y C. Katy Notes - Used In Lieu Of Standard ?Motes Uhere 'r e i Improve Ril"dab!llty, Kann= Notes Are Gethisred Nis Trade. f_k Toget/rer ! Listed I:ollec•tlwly On Thies Drawktgs On U.hlctti Th" Are Lacattsal- `3. All Field Conditions Aird D!mensto-o Sh~ On The Drawings Shall Beer Verified Prior To ;-omitting Mid& 4 f'rior To Con.Tencement k Of Wok (Including Unit Orlontd'.ion), No Aliowanc;e Wili Be Made For Not Conyolying With Tt le Raquirerr merit f �` 2 MEP Drawwsgs Organization, to. This Cor►tractcw Shall Make Fine) C xvielations To Owner's Equipment. P1tec;A-ianle,al (M Series) Plurnbireg CP Series) E�.iecaa!tyell (E Swiss) { {1. Piping And Duc.twor*, Layouts Are Schematic And Are Intended rc_4 °ufioxl+ General Arrangeerneent, Slze And e;apaelty And Do Not l 3. Drawls &t,art With The Cse+eral infcr•matiOr S V*41 t ILolloweC Dy The Site Plan (If AppUCable), Then Pianvlewus, Foilowed Indicate Uhlcn Pipe is Above Or Dolow Tt-ss Other. Contractor &wit C-oordinete The Ukwis, Furnish Necessary valves, vents And ►', By owt.:ils ! 5ohieduldw And All Uthtsr Pertinent Informatlor Uhere Efrelc.:tive. Supplemental Infotion Is Included Directly Fittings TO Avolcy Cc�r►filct• With Other testvlcate AMx� iArucltxal And Archltect�trai Elements. �. :x, - On The I0I4111Mv145AC^r ws. 1 12 This mtractcw's Scope Of !,Work IncWoo "It Work Within ftAIldlncj ,And Outalde 5ulldle'ig Unless Otherw:se 5pdw;Iried. Also, 4 The Term 'ShesK' Or 'U►awlr,g is Used irlterelwetge,leably. The ttJarci 'Provide' Shell Mean Furnish And Install'. Make ConrieCtlons To Service Provided N Sltewurk CA-oAractor Rarer To Sitomiork Utilities Civil Englinowing Documents For Exterior Work, Trar►chkxj, Back Filling, Etc. 5. Printing Or rrio PI,yns 16 Often Reduced, So A Csraphie Scale i• Provided On Earti Sheet I i L3. All Piping That Ponstrdteee Walte 8H411 Be 3leovesd And Have EecAjtcheon*. , ev For 'terns TIIat Are Ptane lDxtells, 4 oti'tesr Gra -1c !toms, Titles Area At rho Bottom Of The item D"cribed. M For Items that Are Preciominarn!y TesRt 8tx:h As Br,Fiisdulea, Titles t•�re At The Top Of The itesgrl Dte.u!bed 14. Anode valves* Shall Be Installed By The Piumbk►g Contractor .%t Water Connections To All Lavatories, 6ktiea And Water Glosete 4rdw:11"icatIone Are On The Drawklqs 15 Ti ape And Tell tileere* &hell Be Installed 1!3y The Pl,.r►rbing Contractor At Waste Outlets At All Lavatories And Birk* w� .y ill-�@j2!i�ti!!..<-Qr1C ►s And LhnitatlorM� Wr Geneiral Contract•cr Shall Provide An Insulated C:ouplkig On All Copper Water Lines Where Thws Project Through Coe►crteatetr F=loor. I No Equipmaer+t Shell Be Mounted Directly To The UnCWAI-'6 Or The Roof. 1? Plumbing Contractor Shall Install Filter 69stom And Filtered Water Supply Lines To Location• Indicated, Food 6ervlco Equipment, Supplier To Make Oupply C cInnection Below Counters With Iia' t9raici*d Tubing ,dr►el Fittings Supptlod E)Kj Plumbing Cer,•Itraetor. &mg.ft=J=& FS�fCi 18 AH Plurrobir>rg' Piping In Exterior Walle Shall 5e Installed On Interior aids Of Well Insulation, Provide Additional I' Fibeerglase ''�- � p i•� �, i. Back Flow Prevention Installation Not Acceptable To Local Officials. RIC Se insulation With i- lf-Sealing Jackert On All WAter Supply Limes In The Exterior Wall. 2. Iced gate Water And Gas Pro"uree 19. Provides Ar AV:r_+rc,/w-i Llstod, And Propor ly Sized Expansion Tank Whenever Tlno Bullding Supply Pressure Is e.sreator Than The 3 Fallure To Coa•dinate With L.ocai LWttsr• And &Wier L l tiso. RRequiredFte!'of v y.,.e �esesurets 8'isttin'g Or 1p3adcflew f°'rsveanterr !s 1+sand. 4 FPiumbine Rico* !n Exterior ;,Ails Not InstAlled C.1► Interlor Sider Of inoulatlon. '►ff� .I �" 20. Provide 1/2' Angle valves And 1-1/2'x/1-1/4' Drain Traps At All Lavatories And Slr'iks. Provide 1/2 A i<31* valve e� At Water Closets 1. Texaco Repre 4entallve Sihail Be Notifiesd !menodiately Upon Oleicover•y Of A Problem Or Conrilct. Contractor Shall Promptly ider►tify One Or More Proposed 5oluticx* Dut Shall Not Proceed Until Seg Auti-curized. . .gr MATERIAL & SUPPORT SCHEDULES � Provideaos °ane Insigi'rt Into This C.onditiont That Inflt.+onced The Design &&own Cir► These Documents. i. Dowwatic Not Water Pr -:lducod 5y An Eiactric 14ot OMtor "eater M I I Ww&lf 2. Water C cir'Iservatlon - T1•ie i olicxuinc-J• &-ole Appiy Uritess More ✓tringarM. Local Codecs 1�retsall 5T STEM 5Elr["VED MATERIAL FITTINGS ! JOiNTg PIPE 817INCi A, Witter Closets Shall Con*ur,v Nn. Csresatesr Than 1.6 Galice►s Per Ftuaht Urinetle No r-xreAtdr Than i.m Gailone Domestic Water Type 'K' Sort Copp3r Tones Iia mitted 8 FISOJ Fear Srycond E3olow Floor Or Grade Mar,m�^r, l.elocity .'Y�1, B. La vator!es Shell Nave Meteeriny '~aucsts Doneiastic Water TyFae '!_' b-eard Drawn Ccypper Wrolxjht Coppar, 8nldmrtsd 8 Fact Par - and 't Above Floor Or Grade Mexlmur Varloclty 3 Csae, Piping (if indicated) Shall Boli Run Exposed On Roof Unless Othe rileA Noted , ct s Waste ! Vent _114sirv►ea Weight Nee-Nue- T'IG' Or 'IDEAL' Dralnages Fixtures Units � • �% 1 4 Filtered Wbteter' To Toffee Maks•s, Ice MaKarei, F�oda Dispensers, Etc. Cast Iron Per Plumbing Codes QL[slte Irtter��! Exposed wort 8chesdulesr 40 t',I�+le'nrized `ihcs1 'r'1G' Or 'IDEAL.' Drainage Fixture Units Per Plumbing Co-do I CIoordinate Activltlos With Lowca; Gae, Siemer 4 Water Utility Compaeloo gym!! d9l�f lr ^ 141�fallf ..l SQn l.4r.r�..!_4.111111,y.. 4 iSl4ti C.ondensato Typae 'M' Copper !ter.:tJghtt Copper Soidaresd Outlet 31zs Or 3/4', U.hlichwvor Is Greaattsr - I. This Cneitract Shall Include 41 .Itlllllss Requirements For Example, Materials, Labor, Meter W% Glelraren<:ee•. Tre Contractor Is Responsible For Coordinating, °,c.: veduling Arid Pan Ittlrng Now Utlilty Taps And Services P;r,7�C1f� . 2{li?S1L�.atfi?It< .Lf 149 , Few THe Pro,jew:t, As Well As Determining WhoProvIdoe And Who lnstails each Utrllty ber'viceal Contractor Small 3e!lac�irs. Pang, And Ochedule For All Required Perm(ts, Fees � , And uIre r) InepestIonG Support t�or Izorntal Pipe Ac.Gvrdllx� Te-;, 'it& "anufect,.uec>'m r'a RecmondatlonBu s t Not Lees Than 'rhe Dlstancoo Listed Below. Updatat`' T4 p$S No Piping Is To Be 8uppo►•tod Dlre( tly f rc?T TIIm Roof :Dock All Piping In Exposed Locations 5 tall Be Routed Along Wal!e +ki 1(01 7 Entire !nsurllation Shall Comply With All Loc,91 And States Godes And Other Authoritiets Waving Jurisdiction. ^,1rF 11A0 - Contractor Shall 6ociI e, Pay, Arid Sc*wdulo For All Required Permit.e Pees, And Required Inspections. Or Structure' 4ifi'tnnx., flPff3lN 912z:i All Pilwking Work To Conform To The Major ror•tioris Of Tba Current NattorAl 6t•arwaard Plu iblrigo Co-do, P°'OtzLT i,7 $2(�r7f3"r+ '� �r 26, ,�i �, • I'11,I'11,101, IC;5O Uniform Pin,xrrbl Code, And Tho Standard f''leumblng Code. Plu ik)Irg C`c^e,t.ractor To Advise Texaco TYPE OF PIPE PIPE 812E P!'Uf'f'O}'2T TYPE OF PIPE PIPE 817E SUPPORTFA:. K110S.4iFiFlB '��;�, ,,. . J or Any Dtevlatiex'is From T)•iaa Above Code* Irnpoeatd By 1_ocal AiViorlt9. INTERVAL. INTERVAL., Wigenr+s rq�rflkM-In1:.Ctrn-I � ;) ti�iPl,�� a>< AN1 (iECTflM'+k SV:>iEAt:; Cast Iron All, Pipe Lengths Under- lo' S'-®' Capper i-I!." Ole. Or Lose 6'-0' 3. Ui}',r-e Required Dy C...odo, Provide Tier installation in Accordanco With 5slemlc Requirenisnte. Sew Pip* All, Pipe Length* 10' Arne Cl,ox 101-0' Tubing 2' Dia. And Over 101-01 r'iitwwN pp�� /eQlrA I 4 Whwo Al!owed By Local Code, Plastic: illastes And Ve!Ir•,t F'I •tt Conform) To iAPMO Aso ASTM Ma Be Used Plastic. 1-1/2' Dia. Or Lisso 3'-r�' �ielaT'�Ild� elydrrr t M o w f~ ^g ^9 y 3tsrrl 3/4 Ola. O► Lese+es IF.i -o Threade+ld Pipe 1' Ole. And Over 12'-m' (PVC And ABS) 2' Dte. Arid Over 4'-0' n �,w oioruue+rr �`:4ielM096 aubcel�i� 3 Support All OIpfr►9 As Listed it Piping Support &chaduls. If Local Codecs RAquirewwants Differ, Them Use Most !Stringear?t Roqulrements ��11� �T 6 Barrier Free Fixtures And Trim Ohall Be Installed In Acr_ye,rdancw 10th The Latest Edition Of Am ricano With EQUILOtl� L'L'Cs Disabilities Ant a•4C/A), Unkesoe Meares btringeerit Logia! Codes Prevail PACIFIC. 1VOIITHW ST RE61ON ; T. Uwe Required 199 Code, Pr,�vide Oversized Ver+ts Through Roof To P•oveerlt Frost Gicr►txe. -- PLUMBING BIN_G GENERALINFOAMA` _ 217w-_lac 99W STAR ., 16,14 S.W. PACIFIC ,11 �Y , 11 L•C; 2000-UUIII 4 __ _ BRAYERTaNt ORGOti 7 11834 SW PACIFIC NWY DRAM DIY: SbD& � 1,(, 48 of 62 CAIE i y 06R AFTIeaVED BY, xxx MOM XrrtlafT11ir.� - • .._.__.___._.--.—__-. __ _..r_�._.—_._._.._._.___..._....._...�._._-___. �...___�.�..________r.Y__.,......_..�..._.._ _._._--_.___.-_____ �. ..._.�....--' �..._.�.._.____..-.___.__ �____._...__...._..___.___.__ __.__ ......____._..._._..—_______... __._—__._.. _._._..._._._._.___.__.�.__._ _.._.__.�....__,..__._.� ...__......_._...........,.,a.. a - .. :. moi... .,: t'R'• '`n _. .�;,: ? , •[':� +± y� �,5•a �r,p t;yp.•� t , � t'�P,.j 1 ,�y�,.�� • __.. '...._.,_ _.�..... __t_....... .. , _. ,.. 7s-...«...,.,... ..,..,.A.rr ,, .�..7�,'•-.'•:r : . ,;�..}} . .rt... A - :x dpi4.`.. � �,•,.. . , . , - + : .j1._: 1�': -!:1^�'i a..t_r�'3.�1e,v-,., ..#.,"'t:'+"C4iate:•:�p1 s. ,y�`' - ""If`(. .. ti:►`.'.'.. �_�y��ii^ y~e"t.,,>}{^►+'� .� ar'Y:�}'„fi.1`.•� T' 'r aV e,.. `t•1 •• »'f.�+ .�� i , 1 . u . 1� i.4 'JL'.i , ud L a s .. .n. 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' this notice nppenrs :Ieise•er• then the document, the document is ofmarginal quality. microfilmed fi lY CC t 'IT11i11 1111111111111 1111111111i ff i' 1 �I � _, I i,. ;, I +i�I �� ;I :� �� i ,� �� :;; i ii J41 111MI MADC tM atM1A " p ( it III �lil I Illl�i I I Il,tllll ,til II ii,iitil I 1��1 I I ii i� el 11 1 It 1 el II "MM..les n t title tit ,I , !I'll! n n n!u I It II 14 �IIII�,III�IIt lill,,,,ltl.I��„,,,illl�ll,!l�llt�,,. ..,•I�,,,, !!ll.,lli,l,,,..,,,i!ll, iNi (lllli!il(iIJ1lll.11-i!_tl�Jlllill l�HN i!illilit iilii!!I!I!!!in!!i•.!!.,IIN!.,l,.til,lll„Milt iL111lutlii!iiettall{tl�ttt,•,i1t�. tttl,ll�tt.. {1.tit,It,ttt.ttll{1tt�tt{I�Ililetitll, �r, ! 7 - . , , ,•.rte ��1t Y ,y r '• a r e, 1«,e. �, '1 .• , ,t • �^t r.,�;f}, IIYR''* „:r ir� 'J' '. .. _ « 1 r ,45BRE V I AT I ORISA AMP R FsuFWt ye I T PD PFIDSd JIB DIROP. VMP404CE Ar)A AMERICAN 016ADILITIE6 ACTTFf t INIrBHED FLOOR PH A11W A45OVII FINI&. W FLOOR PD FIRE C�.Oh1PER PRIM PAIRtb PER MILLICA4 I e st+ ' 41R HANDLING WIT PSI 1'<A#4Dd 1'°'ER 5011A1RE INCH 1 F'LDGr. FiAN�sE F'>3IG P8' e"sAUeiE At`/B 'IB,F:NT F,C,O. CLEAN OUT, FLOOR �'RIDic APPROXIMATE R fA' �1118 ATMA1,1T'tC�SPNEfw F'PM FEET PER MINUTE (W FELOCATE (D) FT FCX)l ON FEkT AyG A1/ERA6E RA RETUII AIR F�''T' FEMALE F'IF'E TH4W_AD ARC.N A I RECT RECTANGIlULAR F�4•d TELT lR) - --- -- - --- 1/U �+►9M/DOK,1 (EU FF. FI>`1181IEG FL4JR wc"IftD .__.__-----------___=�i I1 f� " FTI W41 RELATIVE HUMIDITT � .,'- �r .,. 4.: � •, i FFIRE R,rp�•-�� F' � DAME_R IIFi°JU•� I�aCh1ND DDD BACK DRAFT DA"wER BOD BOTTOM OF DUCT GA GAIL Rpi REVJLUTIONS PER MINUTE If T ;A1�° BOTTOM OF PIPE GAL CwALLCN (8) KQ'TU ROOFTCJP' AI'R H.a1Vf>�ING UNIT � ' BRAKE WOR SEPOUER GALV. GALVANIZED 8A SUPPLY AIR LI if � 18 ISUILOWa MANAC,sEMENT GOP" t3Al.l." PER MINUTE 61AT BATURA i ION SYATEM GIR'!a GALLONS PER 14C:tJR �% :JK:E DAMPIER BTU 1f�R1T!SH T14041AL. UNIT bF $.aUARE FEET f 4� o - _ -- - -- - _ - _ _- - - _ - _ _ _ _ _ _. _ - - - - - - _ _ i� _ _ _ _ _ - _ _ - _ - _ _ _ - _ _ _ _ _ _ _ - - -- -' - - _ —- ..... - - _ - � n g -I GH CATCH B4SIN HU s4EAD 6H S!`-N$IIS1_E HEAT 1 r _� -- -- 1___��- - -- __- - -- - - - a_s=_�:'F; HG MERG-URI, •rr I R > I E 1 A T T O I I I I 1 ' 1 I �— I «' C. CAST I HOtR HORIZONTAL 5EN6 BL RA I I ►I i i i I ' i �I $1"1 SHEET 1'*TAL II I I j I it I I1 ``:"ti 1 °}�' • v CiOP1PR Got,fISt3C)R t } CDND CONCIL 9 - (ER 141 ATE) HP NORt3EPOUTER $F' STATIC I 56URE I i i t ` AUR/~ !I '4' 1 i CC7NC C-ONCREM SPEC b"e;IFi"TION($) 1 11 I 'i -- -- 3 �lE) 1. f r NIR HOUR I I 1 I y ra ,,i► GCtdT C'ONTINUE(ou6) Hz "WGYIENCY 56 STAT 1l6 STgEI I m II I 1 II 4 1 a (E� wlrmoWtl � ; ,, J r�L��Y CU1Ff LUDIC FEET 8TT $TANGARp I A/C LINITb CFM CUBIC FEET F ER MINUTE ID IN51DE DIAMETER 8Tl_ STEEL ! I 1 I II I 1 II , '1 ter'i �' .. *.. � !.. CO CLEAN OIIf I!: rIVVERT ELEVATION HTRU(�l, STRUCr,tR.4I 1 __ (E) OIL FIRED GO.TQ� CO TO C3RADE I?% IRON PIPE 811E 876. 61'6rE'M , f�ldCE ��S K I 1 %r CSP. GOhIG RE T1F SOIL I�IF'E ! CUJ TEMP TEMPE T1URE I . CC�PPEIC KW KILOWATT 1 I TONS TONS OF �RIGERATIOM ICr,lA-1 K.ILOWA'fT-HOUR DB DECIBEL, T'STAT THERM08TAT I ! '9 , 1 on DRI' DULB I I I � � LAT L EAVIt� AIR TEMP TSP TOTAL STATIC {ARLS6 WF _;,J 1 (E) a � i . ( r Imo,�,I`�'�, AL CONT1R Xe ,. IPS'�A' 1 � DDG DIRECT DICsIT L.BS. F'O11�8 T1"1�' TYPICAL i - _ / � �' � I � Il .. ••��•� - i DEG DEGREE LF LINEAR A T ,. '1 r` r--- - i I w i 1 ^! •r"�f , DN DOWN 1 1 ► r I I AIR/ LG LEWiTH , ! lk�N UNLE 68 OTI$RWI SE NOTED 1 1 ��-_� r I I � ► � r ; i �t_� DP DEW POINT LH LA N' HEA'' 1 ( ► WATER I 1 �.__.I I -_-- =-�_ --- - -- _.f�A. --------- _T v VOLTS / VENT I vAG• YAC,1�`1 LIG'L LIQUID I 1 I p • DEMO DEMQL PAH (ED) LW_* LEAviNG I r � � t � r I tl CRTA it i i I It l�� vAv vAF21ArSLE AIR vc�LUP1E ` �.1 D DE7 10L►8H t<=[`; LWT LE•�vINCs WATEIR rEMf' , 'I rY�J./ t tiTJ VOLUME DAMPER I iii Di'Y C)FFf)RENCa: OR DE__ TA t` l i `` I( \` � - .y •,, ' MAX. MAXIMUI"i tile._ VELOCITY I iii I DIA. DIAMETER In , DS DOI IA�ISPOklT MBH BTU PER HOUR (T"OUS,I NDS) VF1V T v£N`I L AT I GN MIP1 MMIMIZi PERT. b'lRTIGAL I nl 1 R r =-----:._---_-- J-__�--,- -.�_--.------ EA EACH MVD MANUAL. VOLUME DAMPER VFD VAMABLE FREGaL,fiT•CY DRIVE I iii \\�� i r - WF. Ew;CIENC7 VOL VOLUME (!e) ExNAUI�t FAN EL ELEVATION WA NOT APPLICABLE yvT VARIABLE VOLUME if i I I ;• + ln.'' , ;( " NC N018E CRITERIA AND TEMP'E'RATUI@E I �D ' `J jl; ; d. r l ENT ENTEMWA NC NO►a"1ALLY CLOSED FAT ENTERI`NI s AIR TEMPERATUFE W.%SD- CLEAN OUT, WALL I � '�..__ � Ili I _ _ __. ,.,..-� , --- NO NOtRhALLY OPEN EUJT !=P(TERtNrs MATER TE*•tPERATURSE WfR UTATE`R NIL NOT IN CONTRACT IEXN. EXWALIST TT ---------- - ---- -- - _ II Ile ! r NTS NOT" TO 6CALE W ------= _---------_----_3[___ :_�-.�_. : ��][_..- -��:..��_�: ��_-.��__- - _-- .•_-- III (E) EXISTING I . NO NUM!'�E l� W wa6 T E I I I ESP EXTEMiNAL, STATIC P EbeORE WT WE►GNT I I ti ` ISI I' III (N) NEW 9XID EXPANSION LLS UET BULB I II I i' • ,- Ow OPPOSED BL ADE D AMPE R OC ON W/ WITH - -- - -. _.. - - - - --- -- - - - - -- - - -- - --- - - - -- _ _ - _ - _ - - _ - _ - - - - - - ' I 1� - - MI 1L�r " CENTER 3 WHA WATER 1, a'.t-it••TIcR I •L , OD. OUTSIDE DIWIETER ARRE6TUR I �3ic= =� 1I v 7 ,J�lA OUTSIDE AIR ZD ZONE DAMIlDEKS I � 1 ti 6 DUCT DETAILS (LOW VELOCITY) SPIN M REGTAI4GIl1L.0.R FITTING OR IROIAID HAM _— ' " M.+ ,•. ,�..►.. t.� 4- 4 r 1 ,y .�f�F W t•�,• W 4b* MAX METAL COLLAR iW ' ..;.iA'- 5 BEC.TICJ1�18 IN lRgl9� TUFRNIWA VANES IN C44 F113EW-,i_A$S 111WCTANC#A.A '* 715EW-W-Aft CAICT ALL ELLS 4 TEES DUCT 1 `''r.+i ., �-q,� ,►rs� 'p-Y V' •� '.y;,,•✓„ •+'!r`t try � RA I 5, a _ D US ELBOUJ MITER E:__1301 15 4 TEES RECTANCsULAR TO ROUND FITTIWG5 lU R r 1 ly X W 1,,p� p'r.•It r ,y:• y�,.:, � A ,� •+�!!r4 1 J - _ - 15, 11111F I.4 IpNDED j „rr ,15' l5'-4db' �.� )46« CONNECTION DUCT �"''!rA": •rtiYy :'� ' • ,,kD - DUCT SIZE INDICATED IS CLEAR INTERNAL EASE 6EC IONS TO RECT TO ROUND Dll`, SION°i OFFSETS M Ro ' c� FLEX CONNECTIONS TRANSITIONS AGOUTI A I I� ��•,�� /;�� G L LINER Fl9E� Aft DUCT •1 ISA x W -61JPPL Y ONLY Mx 'wtii9r tl w t fi SCALE: —� — HVAC _ 11 � AC FLOOR PLAN DEMOLITION ,,4.. , �. �� 48[: RADIUS _`____ - _ _ - UDdated: � TAKE ._ _ _08-27""M �gyC3Il�rF ✓ NOTES FOR THIS DRAWING KEY NOTES TAKCC OFF• OFA 'r-- )11C SW F IFI 1.00F' D1IGT JFiF1T LIP -- RECTANGULAR DUCT PITTIW35 rir�awZ, gF1E�1FIAT[714U !' I. Dletorinect 4 Remove Ex1st • � C,�Ctwor'IS, Tetnpor'Idr1k� Cover �� To Relalst Varoeiellertt And Weathtsr. � Su�.Q1�0.7E;16 ✓ �°r, _ J �--- 1. Dlsc xrelct 4 R,etnovea Exl•tN 011-Flrec� Furnace At :Rtll,nq, All Assoclatoo Ductuork 4 Control Ur*V. �,,,� irrtil6k;�saAntrom „ u " # EXHAUST i WALL MOUNT 4 v V r,tjAto AI apt 1 FUN. �tl A ;t'(11W +ar 3. Dtaconne�ct R�I�wvo E.xlat 011 M ` All Associated 4 Return Pt Above And ftkm � 7 NI&4T Gracie To Exieting. � � �� • - MVD `- �NL LOW LIMIT Tae «� v\j ,�' I---- ,— -----��}- -----•f L 4. Dlseonract 4 Remove: Exlet� Thv The tllall tthncim A/C Unit And All A�serxlatod Control Wtring. �� na�°pN ! TsmporarI4 Gover Opening To Rsslet Vandallsm And Wwt1•w, v sU �°•�1�8Mt� FIRE VOL" AL!?'OMATIG G:EILING MCx,�1T tiNP1"°t.`I' FdD FD t 5. Dlscorrlect 4 Rwove O'xlsting Ehousl Fan, Exhaust Ductwork 4 A&4oclatecl �:c"01 Mring, e"' T� ow,r tURN DUAN OLrrSl s AIR DAMF'ER6 THERMOSTAT Le ° PA'CI) TC, NORTHWEST R 100 DETAIL NUMBER � L T: HVAC FLOOR PLAN DEM" Dw_QM45 WHEgE DETAIL rAPPEAF 217 & 99W STARM — SEC:TIO►1 w rlyr 4 F r 1,ti j S ?Y-„ ! a J"`�►J► , t > h,, 1Rrj,}ti,,.r ,^ �34 'S.*. MIMIC. 1�1� 1r� hi 1p 1919-ow. , NLd R" � ._ 90UI OMENT 1DRw1'MICATIOId ms,.• q, y; ) f.'N +• d , •4^' . '�Cr. r�f' i,, ..,1 r. + YI ;, 14 Vf .� ' •�'�,-, ,,� w " , B�i®YBRT+�N �� Mr-,C zuoo-oouu4 �• , i, s' '. :cp"p ' �M. * -.Y._ .... . . ....w. : a..+..: sir 11834 sw r'AclFrc NwY aRAI uAr!<tE tMS.�TION AMAI4!! _ .�_ . GRED BY: • • • �,�uIF�NT I 116 49 of 62 f ' AFf"O D BY- ' ,'. .. > .. _. __.- .-w.....—._....__ _. ..._...._ _,. r►w4-, _ •_.._...._-_. ... .- .r rrw._.— -.. +.-...___........r---w........_. ..-..ate.« ..—.--_ _.....,..-_.._ ._..-... _. _ _ .``��.C_.. ... ._...+...,_-., - ,. +- w,,..••.+ __,..+ . .A«.__....... _.... �. 'f f y .. � r �' N.,: �• Y M, 1.'�"t'.k r ,ty,r r , 1. �� „ �k � .,; ',�I'",, • 11 y r• p 1 r d. i. j� / 'F �.'' .,L�i '� .+•'� •a I• /S d'. r.d' .r , 1 �,'♦ ii,' r . .F.' -v: „ .P .� !III M^• ,.y •�., rf r, i.. ,« ..� s• , r .els. 'b' ' �. �) r } A da t h 6 a. i u , i 1 J. ^ nig ,•,•. •,• +. sn ...n.e+•.-w.,w.- -••w,M�A�rlAirr•+�n,w+ww.rr.lrt+ ..Ny,,,i.r t/.. sh ~.� M.. a......r... 'k. �. .� r•,6,•.rrkiiw.fra.r...+,,...' T Ly y' Y • • x' If this notice appears clearer 1111'!11 tar JUN 0 1 �� " document, the document is of marginal quality. IIIICTutilml'cl T1T�l]]RjI ;IIilili 7 Il11.!l1iii,l i ili �i�ijl) ; I III lliillf l!! 1 :II�I�1�1�1 I I�i (1�1�1�1II f i 1 ► INCH MAS[IN CNINA • ,, III ills I Illrrl I 111 I err II Tell III li r 1 eln elll Ill,lr II, „ 1 1 ,=ell {iii' 'ni 1 SI 1nIlI �'In II ff 1 `f r t IISnff-7 '11 I�If Til" ISff;ISSliliii�illl�iill In If I 1 If,l +Ile ,�IIIIlIIllllllfillll,",111,11., , !!,. III, IIII.,,lI ,•11�,1l1�illll111!_II11�i111ll1,ilNI! 11.:LIIi1 1111111!,: ;IIH11111_I,,.,�;I::.Ilillur!lllltiL•,,.,III,:,.,,1111„II,,Ii,il,Ifilli ;,lrlll, r„111r1lI,r t .II r ,r Itl I11fl ,llllftl,i,1, ,. 1 { PI F r r< �s , .y ' / .tf �t A ��ir��7•7�'{(,x'�.Y11. w 1�+p• ka I'.. „z . )IA KJ9X 4I IT7— i i I T,,• ^f ,�. 47>r l n- 1 1 TYR. t� � A lSdt Gr1 I 0 03 RG __— - - - 4" DIA FLEx EX 3TIPICs L'SEAi"1- I ! 00 ( I O24XkO R,4 �' I - - 1 I 1 , 24 X W !IA t 9r DIA FLEX /��__-�— �..� I Co z 05 Ile I SELF 913 EXISTHO BEAM L V /� h 111w Al er: DIA. �� pr I I I AX / is it 200 CFM ii I DIA IIPLEX DI lFLEX eu D!A n RIX q 12DIA- FL,:xOA rEF M--�-- - .04 x fill II 310 CA"' 3-10 I ,.. i / 04 „ is X 14 12 DIA FLEX ; ! 2'00 CPqFT(rI iC1" DIA R" � 1 ! 08310 CFM -x : I / I .I n �- -- 12 DIA FILEN -' _. .�......- .,..,yfr►s s..-oar. 1 1 1 9 4 3n ( t a d 'Yf t•' yc k i v -- -- WICHANICAL FLOOR PLAN~ '�i.E� KEY NOTES Q KEY NOTES 0 (Corit'd.) DiFFUSERS, REGISTERS & GRILLES - II- Programmable Thermostat i�or,rytuall '?"1300 WithRre,rn��ts Sensor � ,� `,�" "`�'. �• . „ ,r LL' yv 1, !eF-! Mounted 1n Ge'Itrlg IQ� Gt`1F, And Switching Subbase. M punt At 4rt A.FF Provida Locking C v r. ° !eol CTC-S) Fps) r- 1 Extend I8xI4 $A Duct Up To Unit D16charge. Provide Flexible C,. Verlry Exact Location With Architect.Architect.onnectlon. Extend Mer>ufeeLu-sr TITU>S TlTUB 24 x IPS RA Duct Up To Unit In►.« 12. Drop Duct Tight To Undorr'side Of Roof Structure. � T Model bee 30RL1a t% tl, � 13. 24x24 Retturn Air Csrillet, C..1=► es Notod. �t d" ___�� IN1��•� 3. 24.4F3 Return Air Grille, 13am C31", 13. 24 X14 Noted _._._._ _ F, Fti,nctI(or Trarleller Return 11vt `tW r•Ift , i A Not ;bed. IF 14. Provide I" LInInGj In avupply And Return r-NActwork,, Typical. 5l1lTf 5. Connect Full Siza Plonums From Tranerer eirrlllea lU*, M7ouetd Flex DuctProvide I'I.�i1'LAP�7, I fX�V .'.1 , ;b. Prowl de ��' Gc�ndsrwate Dra Ins Fr�'IrI $�-�� ;y,-1. Ft�an do � 26, R4),of, Route 9lerepers Diocherge to Godo Approved Location �, 1 I , 6U3.�ft.t �� + C,. Tranoltlor+ $A RA Ducts As Required Md orw'ect v ,rift Ullth ^' (—I:) Cit } Flexible Gowor-tion. — The, N`✓L#•'• Contr�ector Shall Ad,juet The !Vattern Of The 8upf. l M�.ttnlril:a! AND Ma+,uf aG,.�+'%fir � h Air Outlets A+a Rsqutred To Provide .Air � TI" T IT113 xhaately Equal Air ' C*WAW M111111110 1. C.eyrw9o.:t Fiexlhles Duct With Spin In Gollmr And Volume pamper iTyr.i. Quantities And Full Covermee or The ' "rale, If 1111b ulreal Model F'AS Type 3 PAS Type I +IN 0mrow"PM IN 15y Field Gonditlone, Irroctular Air Flow Pat. e, Or Unequal Fair3t7eAt 0. Provide 9 x 8 Exhaust Grillo, Route b" Gla Exhauet Duct Up To Roof Gap. Flows, May De Obtetnerd GlosirlS Front h osis (Vert Ica 1) At 24'X24' WlGollar Nater,' 12'x12' Ua�Callar Noted � �7 Ends Of Outlets. Func'tIon Supply Supply I.r rlr 7t01000 g Ther WVAG Contractor ;*hall Provide Misc. Stecl (Ghanneile, j Angles, Etc.) To $uppc,rn Ducts, Diffuser And Plantar► Ae aquired. Gorrwflifiat M16C-ellar10OUG Steed To Building Structure EQ1JILON L.L.C. IIn A Manner Acceptable To The Architect. 10. Contrac &mll Provide Condensate Dreias And Wpter Prs foof Sleepe . Run �'AC'i 'IC NORTHWEST REGI. IO tor Arid plscherga In Gads 1pproVeed Location, DrdM Mrdlrect,ly. I ____ � MECHANICAL FLOOR.''.PLAN 217 & 99W STAR �w BOP 1999-00516 18:14 S.W. PACIFIC H1(4 Y ;., MEC 2000-00004 BRAVIERTON,—11914 I;w rnclF!c HWY , DRAM Ply: TJX'! t*s Ni M of 62 I CWEC-'q-gt> 13Y. CSN � I API"1WAE) BY: �R If this notice eppears clearer than the JUN q 1 2000 (loci, meat, the document is of marginal quality. II10'0111117Ct1 f 11{1 IIIIIII 'Ilillll III ; ! 11 ; 1;111(I1I �j�� I�i�lii llill I ', x!h I : ;I i iii I i I i i i i i I I i i " i I i I I ! i i iii I ! I i! ! INCH I MAC! INICNINA IT 9- { IT_ �A i ..... ..,W. '� a;a. trte,un., .r....7.n,rav We�.p�. ,(, ,., loco•:,e,aa..a:.wnt3°,�dQr`I� f+tl4��.u7�,�1:.Yw..km,..�..... . .i � , Lfi idl�'£.,}71f:GY .�"' , r , ..• .,.,.< .�i8'h.7�rA:•t'4ih8�ft.-: >r. ', .keSkq'_iNStiS'1'^�r' ' Y�M9ik7a --:, ,..: ,1, . ., ., - ,. _._.;-,�� y[ i lid. - t, ; •. , f <.eik ,Y ar•� T :: .+� 'Off. ••r T ', �•- -x;'S, " ! Tr i ..",F!n ,-ems.:,a _ _ •��":, "i . i.. f-` +fit' .., .t•'. .. "'"�°,. �. .,. � i 'N' �''," d TS.T, ..q.. .... .. _T..-,.y •• .. .. ._-. rc. r .•,. �'.. ,, n, ,_ •�?a i1' .. , ._ �h P;t�t'��1`,4�,�' !S' .r°+ GENERAL SPECIFICATIONS TIN8 RO_O�._F_T_O___P._�._UNI_T._._S Link No KTy7 General apeeinle ation C. 4,11 Mo"nical halms Removed Shall Rw,ain The t'roperty 9 Mvtcx btsrterot Marx►F,ect.ureer u;,,errtell' carrier Of The G�uwr►er, But t5hwall !9e Disposed (X, If bo Directed Tier. Nva Contractor t3h>if! Furnish Ail Starters frec.J For Model 59 The Owner And Eru�Inew. Items So Directed Shall Be nw k•Jetatkti ntracto 4rrd Air Cc Ali tante tams. 15��1e� L Before Submitting WIG Dtd, The Contractor &-oil visit ?Yee Jot-) Moved From lbs Promises By The Contractor At Wis g i^8 g � Fan Tectal �4"t 15" � bite And Examine And Fully A�Cs�ualnt i-tlr:�is•IF With Tho Exist'n� ISxpens• Starters WIII Be IrAtallod 59 The Electrical Contractor. C .A. CH'f 150 ' Itie7r'ts R•lett To oeir'vlCes tens, Site Arid Ejtllfd t 3. Dt�CtANOr'k. 1001 Particular To The LocaLoc�tion Of ExlstWQ Water With egg Motor* � Leos Than t/? i~fl'� Sha!! t!3es Manual TyP:ee External 6P 45 61.4 b215 r'W Maleic Transformers Etc., The Contractor Shall Furnish And All Ductwork, Shall Be Galvanized Sheet Metal Unless Otherwise ", ork Galvanized*tall All bupportc k"langers, Boxes, Duct Work Piping, Noted, All Ductwork, Shall So In Ac4orztanoe With The Latest All Starters 8ha11 Provide Thermal Overioad ArrJ undervoltage HP iz 10 UArling Panels, Etc, As Required, N Trade, And Shull Perform Publication Of The ASWRAE Guide And 6MACNA. Provide Flexible Protectlon Of The Motors. Cooling Conal romp EDB T- 56 10 Demolition And Modification Woe As Required For C mplote C.orinections Between Ducts And Fans And Also in Ducts Crossing AMOparabie System% Without Adfr ditional ost To 'rho Oulrw Bulldlne Expansion Joints. Floxible C'•ex rtections, Shall Be Of All Starters For Hv-UC &*Ail Be Of Oro Manufacturer. Evap. Air EDB 'tr/EUR°r "F 00/6 1 i0"1 + 2. RequWVr.+ento Of The Gren•r'al Construction Shall Apply To All 30 OL Glass Fabric ventirabrlcs, Inc- 'Vetelass' Or tSTUAIr Total 315 31A Weak Under These Trades. Approved Equal, All O"re Elbows Shall Wave Turning Vanes. I0. Hangers ArJ Supports 212 21.1 4. Cleaning The Air Syetetmes Provide All W-"ere And Supports And All Steel Framework Supply Air Tamp DB 'F 15e 9_ Contractor 50,411 Arrarxje And Pay For All Pei, Its, •4' Certificates, Inspections, Etc. And Pay All Fees Levied Requirelyd For The Support Of Various Stjetems. Ail Piping LER 9�� 9� � Before Final Adjustment And i'3a lancing, Cheeso Cloo-i %v ll Be i" State, Local And Municipal Author'ltleo Having h risdIctlom 3htiil f5e Supported From The Building Structure N Means Of i ,4 Over Work Done Under This Contract Placed Over Eac�ht Duct Open" For Entraining Particle* Durlrrc� Approved Wang•rs. I?-LV � The Cleaning Operation. Operate All "two For A Minimum Of UJr&,xht Ircon Four (4) Pours. After This P arlod, Remove All Filter&. i Wtlrtq �,ction 12 Kw li KU)-t. All ll{or�k > I( !L`V C,one In C nhpllance With All Laws, r-cmtal Piping Shall i e I•lung ilAth Ad,justabAdjustableGlean All t3uppty its, Grilles .grad ►�Isters, In All Units: "Orl Ordinant w', Godes, Etc. Of Any Governing 9" Wav ir�g Or i"bll•able from Pipe "angers, Spaced As Dy (4-6tepe) Jurlsdicllon. All Appllcabi• Items 6hail Blear The And!Using A vacuum C:learrw Acrd Brush F1ltere Shoal! Be Cietietrrsd A8,WRAE eWnds Or Rings Supporting C'.opper Tis✓ing Shall Be Underwriters Laboratories (UL) Label And t3hall !S• Fs;rtor+J And/Or Replac;ard. heavily Plated Copper. Mutual Approved_ 5. !Balancing The .Air "terns: II vlbratlur, Iso►etlon: 15 All WOrk Ohm 1; Ce Donee in A Neat U"*manilkee Manner, Left Operate All eyotems For As Long As Nereoeary To Test Air Flaw All Motor Driven E ut t Shall t°seer Inetelle>ec! 1Uith Vl r CkW And Proo Frown Dofecto, And Compl t.eiy c l:p. ablo. The q prefer b ation Condwaing Cownprossor ChAnt'ty i 1 Contractor Shall Provide All Equipment Aa 6c#rdul•d On The At Al: Operlir►gs. ..d�just Damper*, Fans, Arm Shearer I.a►ttl isolators. Unless Otherwise Noted, eciopended Equipment &%ail Drawings. All Materials Shall d,a New And All Work And Evart Distributlon Anduired CFM Of All- 1s Obtalned Have Spring Isolator Wangero And Bass Mounted Equipment Eklall Section Compressor eosor 1RLA (Each) 153 153 Throughout, Sukmit For Approval Four l41 Toot Rep. �-ts Have Double Deflection Neoprene flountings. All Piping Materials( 81►alt Be Ca T errtord By The eptarce For A Period Showing All PertInent Operating Data Sucle pis CFM AtO FFO"M At Com•cted To Vlbratlr+g Equipmernt Shall Be isolated Dy Of O� ll) Year FT'om The i�et.er of Acceptance p.5y 'The fJtwter. Each Outlet Farr I'�f�'M, Mn,tcx Current, E:e:, t?5►•tlfll ire eeCondensair' Fan Quant(t i 1 Resilient "angers Or Flexible Connctor&. y t Submitted For f� etl emnt Record. During dating Period, Make Cee� ondarnsr Fan WP (Each) 1 4 1/4 6, All Work Shelli Bw C:arefLlly Coordinated With All trades All NOceosary CSettlrigo And Adjustments •'•tmperature 17. Flewr,Gll�le Duct: Involved, And The Contractor 6hall Provide Propi., fk4ogulatl E ul it 'Test arts Shell 5a C•rtifled A Connections, Fitting., valveele, Plpind, Etc. For All Equlp,imertt Lic ng q fes« dy Gcrrdensarr ra►, FLA ll�dc✓+ 14 1.4 LIC.Alncin Professional Engineer U,he, Sha'! 4 Member Of The yp p N, Alnbtant Air 'F 96 Furnished 19y Tiro Ouw'wer Or The traci•s Involved In This Flexible pact JI'refl !"4a T • WCK Wlreiwwnold C:om a Or Contract. [Salenefng Firm. EquGi, :Wt!•i Fire Retardant Flbvrglaso Insulation Blanket, And Aluminized Reinforneed vapor Barrier. Flexibles Duct Shall E Isctr I ce i Voltage/Phase 206i3 209l3 1. To "FPA Drawing* Are To Dee � 7nsldered CUia atwmatic And Do Not rn 9¢�a a �!-> And UI Standard 123 F�o► Clew I Air � 9r' utl. t�li�(nq - Refrigerant. Conform Neressartly IndIcate TlrW Actual Location Or touting Of Duct. Minimum Circuit AMPS 41 41 lQ ul Pi Or Ductwor*. Draw a Shall Be Followed As Fiteconu+►ended Mfr. el i�^�" pl+'K� in$' Rwfr(g•rant Ptping Shall !S• Dopper: �! Closely As Conditions Allow To Clete The Intent Of The Flexible Duct Shall Bs, Instslled In Accordance With Latest Maxhrx,ae', Fuse AT?Ps Ne y® Contract The Is Reoerve d 59 The E , ineew 'to !'lakes w: 6MA;` WVAG Dw.;t Ccxretruction Standards. nq A Up To OCA, Type L 80Pt Telnpar With Compression i`laxlrnun All�rab'a i1n{ I n Minor f..r»ne,�ees in l_W1oeativns And Arrengewneento When Required By Fittings. bFr<P is?� Job Development 4hout Additional Compensation to The Flexible Duct Shawl! C5• Supported At Intervals No Greater Than Miscellaneous t UIIs $ht C, irrclurltn Acceeoarleo (Lbs ' onvactor. 15 1/b' OD And Over, Type L Ward Temper With kalgh Four Feet. Wenger Or Saddle Material In Contact With the 9 Temperature Brazed Joints. Ftexibla► Duct Shall D• A Minimum Of On* Inch Wide. � 8. The Contractor 5ha!I Submit Shop Drawings Of Ail Major Fifters Tgre 2' Thl„1c prow-Away Manufactured haeme Requlreti,d On Thle Project In Ac aordanr• P•evailing Gonad Rsfrfgerant Prac.t lc;06 Shell I3e Employed For Flexible Duct Shall Only Be Used As A branch Take-Orf From Maximum Fac-0 velocity i"er ,1anu1'acturar® P�er..crnmendaticx» 12" The General Conditions 8eetlon Of The bpeeirirations Piping &upports, Leak Testing, Deh9dratio n And Charging OF i-lain Trunk Duct To A 64nglo Dlrfus•r. Maximum L"th Of Pkm Three RarP1'I crani Circuits. The ReFYI ant Pi Shall Be500 Ft/ Min. With Painted &teeol Filter Rac ka, Book eheet Metal i3hop Drawings Shall pee b<.abmitt•d Minimum 8 � pk'g 5,1-oll 15• t3 Lineal Feet. 9pin-In Collar IUlth Volume Dampen 1/4' bcakL Sheet Metal &'%op Drawings Shall Include One ieolatad ri-om The Building 15y The Uses Of Vibration looiatinq 0 -u II Be Intellect At All M-anc-k) Take-Offs From Tr'urk Duct. �Qr��--�� • ' ,f;tr�' '�`� ' I Transparent Copy Two P� And rInts. The Engineer's Approval Of �port*. 1. Purchased eke WVAC Contractor Or As "pe 6CrfiAud ` !r+' Shap Or Setting Drawings &all Only Be Construed To Apply To Equipment &%all 5e Purchased Local Dtetrllovtor. AC. C.vnder+sate Drain: Cseneraf Layout And Conformance To The Deeylgn Concept Of The e'- a ,r. , ,,�:,kt ,• a . d 'pep TheProject And For Compliance The Res 'rhe General P r Ars•trrerrts Of 1 All Limits Shall 5e Supplied With Economizer including Controls And Maromo6vic Railer D The Contract Documents. The tveeporrotrttlty For Any Air Conditioning Condensate Dial,, �Ip'r,g '+hall Be Sc►•redula 40 awnpe►'• ka Deviations From Ter• pieqretmerr^.o Contract Docffewrns uiOf The CPVC With Glued Fittings. Minimum Pitch 1` In 8 Ftt-Ines . 3. Carrier Roort.op Limits Are Factory Shipped Wlresd For 230'v'-3t. IivAC Ccx+tractor Shall Make Sk-ali Se orteld MInIm�.Im 3 Ft. On Canta- W!tllout '3a o'. Field Wiring Adjustment For 2COV-31 Per installation instructions On Tis Unit, Perform Must Remain The Corrtrector'• Unless � Was, to wrltirtg, app g Spwrlflcelly Called The Engineer's Attention To Such Each Outdoor AC Unit &hall Wave A PVC Corc'qInsate Drain Trak Voltage -Teat On Unit Control Tranafor+ner Prior 70 Startup. ;' , Deviations At The Time Of Submission Arid Was Received The With A Minimum Or 2' Water Seat 44 Eno ineer'o Written Approval Of perch Deviations. 4 The WVAC Corlractor ekvli R,arr1leh And Install A frau For Condensate Drain Outlet. Slze Trap As Per 8 Insulation: Manufacturer`s M?ecpmm•naletior», "ovide Corx*roat.e Drain, P1kn To Code Approved Drain Indireat(ly„ 9. Provide All Required temporary Uti(Itlers And Pay Al' r;•,;R Assoetat,•d lanes And Operating Costs, A Garner a l 5 Furnish ! install Wonaywsll ef-1.3rDM"3 aeries 1"rograwutineble Mu:itistacJ.es T►erwnoeetat W� a'J'13V05WnM i'3auttd,4ng be,wbbleM. And •T'1?.41 CO205 Remote Tewnperat:.re B•rriscx. I® The WVArC, Electrical And Plumbing Goritractor4hre Sll Parforyn Insu �5►ti la_�on all Be Ftberglaes. A11 Meteerlaie 51-tel, ' 6 Contractor Shall Provlela beiwilc Support To beismtcall>� Rwstraln Uc,i+ i All Cutttr>9 And Petc�ring As R�equlresd For T'h[sU Respective BeAppllelO .n 3trlGt Accordance With Mmrrufeeturear'e rr 'Rescommendattons. Insulation Shall Be Applied After Work, Exc-,..pt Tla t 9vucture I ty i^rewrleerd O�wr Inge 9►"N 11'De cut Appy, � � :~owrlp �X H A U S T FAN S And Framed N The Casmeral Contractor. A;I Valeo In Maoorry *ants And ovals Required Wave Moen !steed Floors And UJalfo Shall Be Core Drilled. Met into in Fire Rating _••_ ��_ ,�� Of Floors And Walie. !'_'�. _Iwfacs Burning 0viracterlstice Unit No I All insulation And Acouotical Linl Shall "ave Saxrace P j it. Ti-w Contractor Hhell Prepare t: Complete Het Of Record n9 Manufacturer SROAN r Drawings Prior To Final Payment- Final parent Shall Not Be !"turning Charactarlstl f Rating As Tested 5y A$TM E-84 1 Model No, 6?5 Made Unt1t The t�eresord Drawings Ars Deemee,d Complete t'Sy The U! '723, i+PPA Z51a Or NrPA 9� Not Ex,c,,�dlrrg , li . � Error .tneeer. Thd Drawl►�gs St"tei11 Be Drafted i9y A ProfessionalProfessionalProfessionalCFM SSP 00 K 1 Draftsman c>i Septa Liar Copies Of Thea• Corm •Lract Docuents. Flame Spread 25 Volts the DrawlVa 61-All Inclucie Exact Rauting Of All Wiring, Smoke Ueveellopa�d 50 rF'hc7se. 120110 A 1 Piping, Ductwork, Etc. HP 1/25 r Ccxrrpoe i to &-O 1 l Include Insulation, Ja cic,nrt ing And i2. Manufacturers Newmee Given F:c>r Equipment Are Used For The Adhressives Used To Sectr'e Jacketttrrg Or Facing. All Operating Weight (Lbs) 15 Danis Of t'reelectlon, Not Wlth Intent To Limit ttton. Accessory Items Such As PVC Jackstinq And Fittings, �^pa (_ocatior Toilets Equlralent Equipment Of Other- Manufacturers WIII 15.e /-+ct'erslvae, P'leotic, G.owraant, Taper And Cloth Shat! Have The � ;`�• Considered For Aoc tamcee And Installation. Saw wm Ratings As Specified Above. .N: �' Exhaust Fans — Notes , a4 I C. Duct insulation ., ,,• t, Manufacturer Shall He Broan. I And RAeturn Ductwork As Well tea► outside Air 2. Provide Broan Roof Cap With Bird Screen And Ductwork For Each Exhaust Fan. Westing, ventlteting And Air Conditioning 8peciffcatlon �p y ,t• Ir' r r Intake Ductwork Arm PiewKuIrts 8k-fall Be Insulated. 3. All Fans Shall Include Backdraft Damper. ! , I> EA-aust Ductwork ! I C,yesneler a I 4. Interlock With light Switch �,, , A) Exhaust Ductwork- P•ksad Not. Be Ineulatmd i A TI'm Mad-anical Contractor Shoo Pwriloh All L.Abor, Marterlale, Tools, Transport,ltion Equipment, 2' °xrpply e iturn Dtrtwarlc ,,,� Sesrvtceo And Facilltlee Reequired ilIor The Completrts, s1�� i'Rf�Ff Proper Arid 8ubetenttal Installation C)f All Mechanical A) All °supply And Return Ductwork %v.ti E' e U ated: _ "�"�''� V- C fleEfi ' "� Work All Fixtures, Device% And Equirlment Shown, Noted Intdmally Lined With Acowtic/Th-,ina! k 14,p Or Required Ori The Drawings, Arid/Or C:,ortalr ld herein Insulatlon. ;J SW ,.tfl I.A0 Ohall Be Pwril"ck, Installed, Tasted And Madan Ready "J:F %A 1 icor Sdtlofactory Operatlort, 5) Material Shall Be A Fleixtble Mat-Faosd Insulation Made From inorganic Glass Fibers i IJ The i"►od'tenictel Convector Is to Coordinate With Other Bonded Cay AThea-nloaeetttrrg Resin. Sound �nr;:'eerrtr�rr*s�.ro+r c,U � a, i Traclet+s And Owner For Equipment Locations And Clearances Absorption GoasFftclent Of 0bb Un The i%3 �fAi'l(nl APXi , ,; ,; Reewqutresd For Equlpwnent. Cont actor To Coordinate And Octave Band Center FrecItkin" Of 500 Cycles% t-tc,cltfy Layout Accordingly 6econri, Determined On F- 25 Mounting In �" TOr Accordanco To A6TM C-4?3-Etta -lost Procee*re4. M t a .e i C. All Control Wiring Io To Be Done Pay rrw Mechanlca w AQ6 Contractor, The Mechanical Contractor Shell Provide C) ThlckMes-os, Provider Minimum I' Trock X 15 Na °startere, Etc. For All Equipment "o Furnl6hee, Unl•se LblCu.ft Thermal Conductance, C m75 At lYAtq wtM�wp�� rt� ri gpeocIfically Indicated On Tha Eleectri"I Drawings. 15 D1991 F Mean Temperature Lining. Duct 81am diveen Are The Clear Internal Dimaervslons ( 2, Demolition: And Do Not Allow For Duct Lining. Actual Ei Q UILON L.L.C. ' �G , ©act Sizes Shall Cars Increased to .4crlon>rnndate I A. Tire Contractor Shalt ?%"vo AN And All Oltasoletee, Acoustic Lining. uniusod Or U riecoosary items As Galled out Om Drawingo PACIFIC NORT"EE' ' I�FOI®�. , Or Ikeretrrn -Ap•rlfied. tkay Such Items inteeandeud For Such Removal &heli Be Cewlpleteely verified And Approved N °►ewe Dow And Engineer General Specifications j B Any Existing MoChAMICAI Equipment That May Cie Reloc~•rated 217 & 99W STAR RT ` To Ace4voicdate t*m Ukv+i May Be Accomplished Cay The fit 11, 1999-005-110 (-,ontrector', Provided It Is pone bo At No Additional 18.34 S.W. PACIFIC I�Cs�A� ntrt' 200(1-00004 Ewe To The hence And UkItteri Permission Was Be_,w r)EAVER'TON, OREGr01 .,,...+....._ • r 1 191.4 SW PACIFIC H W) c 7F-rtA M+ed Fre7rrw TF„e 4uwmer And Eng tnser. p BY: J0 LAW CHEMD 15Y- 51 cel 62 � t� �Y� � .Hol,• �� a , r v .. - • y� .. .- ter. .. '4 .' '" '' 5 . .. '. � .....-, ,....... .. ... .r»•..•_n..._«.r .• ,• r,._M•s�.,, w...-. r A fir . '.........„� .. i._..:.. ..n,.•...,w uy„\1I!,.'!+,•MwM"R1N•MM, , .___.„,„.,ie„•eµ,,,,,,,,y.�yr _.1r_,r_. .1,r.,.y.J.-- _ � • 'r;.. :. ,.",}wr`.y..,rr.+*.,.M._.:pr,,....r,ar.,.w AMr•-•.,•N+n.M...�,•,..,..�s�R�rn.•rnn�n hs�t.^.:-s.aq,q6�r.,.,� t•.• r...,,,,.,,.,.e:�r,nwele.sq�1•.+w» r 41 rT ( If this notice appears clearer than the JUN Q Z IQQQ docnnlent, the document is of marginal gttality• Illicl o111111cI I (! If ( I 1 I !1! ! ! 1 I'I i I I I 1111 ( I• I 1''l i ! ! I II! '1 1 !I! IIi!ii lilt i i ; i i i i► i I i; ! t i , I t 1. illi ! ) Ili I I { I I I 1 1 � i { 1 I I � i ! I , t 1 �; , I lr , ; ;111 iII, , ,�: Il; , IiII:II,iIII. 1 ,1j1►I ►11,;;1 I IlIIII:�Il1IIll � ;IIIIIIIII.II 1111 ,1ii :lill: , , INDE CH I MAIN CHINA I I ,c _._._i'f•'_. f �j' --Zf y _` t�” . ii >„ - ' Iiljliiiillil,ili►tt!IIIIIiIIl li.t_LI_t LI.�I t_�I 1.�i_ii�.I.III_!_'.;I_I._III.I_i_!ll._).1.1_i.1_1,1 11.1.1JI._I 1.I 1�l I 1�.�11.1�.lti..i.ti_�;i tlllli li 11I„i,i Il11l1111i111,{fI,I,I.lulll,i•,u,l.Ih1�,t'1n.,t,11Pl:ii!!!i►tlr,i111111,„111r,l,l.t,n,1 1I111r�1„l•i.1111!„�11G1,i t11�,,i1, .1,,,lll„;flll11 iiih 1,1.11Neli11111,t1rl i . I !Ilj _ 1ll, .I n;:k v OVERVIEW ONLY, PROVIDING BACKGROUND INFORMATION & GUIDANCE ON HOW TO READ THE DOCUMENTS (NOT PdNTENDED TO RE ALL INCLUSIVE) 1 S1Y!! C'etsrtsr&I Nates I- Opon The Ftacllit•y On Time Wath All Aspocts CorrMalsirts 4 No Or Minimal Ct►pn!ao Orders. I, All Drawlrlgs, 6peicificatlons, And Othw Related Doc;slonts Shell Be C.oneldered A Part Of Thls C.owact As Far As They Appiy To The Worse, Of Tills Contract. As If Referred To In Full. 2 Maxirnires Standardization 4 Conslstork_-V Among All 6tores 2. Sloe Architectural 4wid Structaal Dr'awln9s &or Ac"itional Information a Votailo RdQ&rding Roof Curies Anal Portstratlons, 3 BuliC1 The Faelllty As Fast As Po"Ible While Maintaining Qiwllty- Includlr'tg Ine►uiating, Flesh-Irt3. Gounte'rfleshirQ 4 ejoallrxj ,Arid Ceoordlnate With The Roofkie Contxartor. 4. Provide A Fac•liity That is Easy To Use 4 Maintain 3 All Work Shall Be Coordir>atod With A!1 Other Trades, rho Coat Of Any UAwk As A Recruit Of Failure To (:oordinate Wo* Is The Rwleponslblllty Of The CeAtractor 4 Shell 5o Performed At No Coot To The Ownerp 4. All Equipment Shall Ise Furnlehed With Shop Greu+inrjs, Installation 3uldsllrwo. iiialntenaw_o Manuals, T'hla f'roJsrr�t Is Nc>t arty Cit' A }r.Nxi It Is Applylnc� A Prototype C�so+kj� lo Thla Slt.e In Order To rlairltaln !lrtwNe�ules►, Tega, And Letter Of Cauerantss In A Binder (T}^rene•lRlrte.> With Tat». All Equipment6tervtardlLatlofl before. Thls Project Raqulres StriCtar A6leresrto.e 1'o Th1e Docuntwnts TFterl ►,formai Prr�larte &wll Ise Installed In Gortformanca With These Documents 4 rhe Equlprnwnt Manjactursr's RteC,omrnendetica, i. P.oduoa 6undardl:ation Ino udsel: 5 There Shell Be No Rlgld Contact 5etwewt Ctx'►dult, Plpwa, Coiling Wires, 4-0 Ductwork A Rooftop Limits - Carrier b Proper Fire Protelctlon Measures, Satisfactory To The Local! Fire Department Shw,,I t3e last ukwi F�trnctfortal 6tenaardlzattesn Includes: Welding Or CuttinS With Torches Or Electric Arc. . 1. All Ranoved Equipment. Materials Ancsg Arid Debris Shall Be Leliy C?teposeld Of Off Of Site 5&jThls A Automatic Irtdlvldull Control Of Rooftop urtlte Contractor In Accordance With All LOC41, L*tat.e And Federal Codes, %Ise& And "ulatlons. s This Contractor Shall Be Reraponslble For All Cutting And Pai.,:hlne CSF Anj LJmtle, Roof, Or Floor During Conotructlon Qaen i za t 1 an Required ey Nis Trade- Notes S. All Field Conditions And Dimension• Shown On The Drawlr'►gs Ahell Bs verified Prior To Sulvinic:tng Bids 4 Prior To A. General Nous - I C)r More Notes In List Form UnIch Are Not InrilcAtod bpec:•Iflcallly On A Plan, Section, Crxnmencement Of Work (Including Unit Orientation). Nc Allowance Will Be Mads For Not Complylrxg With This Requirement f Elevation, Or Detail 10. Thls Contractor ntractor Shell Make i-Ina; Corrneetlor» To Owner's Equipmelnt. D Noted, For Thlo Drawing - Cssemeral Notab 'hat , !ply Oniy To The Drawlno On Uhich T?,ey Are Located. ;i Coordinate All Supply Air Outlets, Exhaust Csrilill", And return Air Csr'Ill o With Architectural Reflected Ce11!rtra Flans C. Ko4 Notse - UGod In Lieu Of 5tardaree 044-1,46 uhwrre They Improve Readability, K,ey Notes Ar-a Gathered And tUtth Elwn-tricel Light Fixt-ures. Tv9sther 4 Listed C011ectively On The Drawings On Which They Are Located. 12 All Tranevarse Joints 61-all fie 'ie aisd t,illt-i Tatae Or Master_ 2 MEP Drawlrtge Organization, 13. Temperature I:ontrols Except As Specified "armin Shall Be Furnished And Inot.e!Isd 09 NvAC Contractor MHChnen 1 e I (M Ser I era:' P A Imb irwa (P 5w I ee) E loctr i ea I (E Ser I ars) 14 All Gas Fired Heating Equipment Shell Be 'I I,D' (Pilotle e) Tijpe. And SI,-jII Bas Factory $upplted ,Qe 3 Drawirt90 Start Wit -. The General mf.Jmatioo r knot Followed B�j Bits Plan (If Applicable), Tyner! Plertv{slAw, Folloulod By Required To Accommodate Gras-Pressure Range Llsted In '5chodulao• DOtallb 4 Scd'xrdules And All Otj•ter' Pertinernt Inl'c>rmaticoi where Efre:tive; Supplemental Information la Includes Diroctly On Thw Pldriviews 15 For Rooftop Units The HVAC Contractcw Shall Furnlsh And Install Ionizatlor! Detector 020V) In Supply Air Duct To &top Fan Upon Sensln$ f5roke. 4. The Tom 'Shoot' Or 'Drawling' !s Uosd Intor•chamgoably. The Word 'Provide' Shell ''lean `F,lmish Arid install'. Ionization Deteinetore Shall Be Wired Dy Electrical Contractor. Detector Shell Be System 6erwor eD14400A4,DC-4 Wire With Sample Tubs Arid Ore (I) Normally Open (N.O.) And (1) Norrnal!y Closed (N..G.) Contacts 5. Frintirtg Of -fh+,s r'lens Is Often Reduced, 8o A C3rl,phlo: rxa le !o F'irnvIdsd On Each G'neet. Ib. Each Roof Mounted Unit SI'neill Be Provided With Factory 6uppllstd Roof Gxb, Which °*lell Be Pitched, b For Items That Arun Plans, Dstalie, 4 Other Graphic Items, T1o.les Are At The Bottom Of The Itom Described Aa Required, To Provide Deed Level Mounting In All Directions Provide Cant On NI'gh Room Bide 1 For Item That. Are Predominantly Tact Such As Sehedulee, Tltlsw Ars At The Top Of The Item Dwacrilood. r"'ooftop Unit Manufacturer And The HVAC Contractor Shell Be lkasponsibie For Coordinating All Detal!a Of Roof Curb With Roof Construction. Refeer- To t?titructurel Plans For Roof Openings- 1 3pecifiretlone Are Or.. The Drawings. M. All WVAC Equipment 5hAl! Ia UL Listed. 51ps%lIIldl1l.C .-And U`11S�tlg� J i. !la Equipment Shell Be Mounted Dlrsctly Tc The Underside Of The Roof. !3�.PLt2f?l�.y.�19"s�[112u! Pec +�:�_.Ais2is� i EqulKxnent O*IesntatlOrw Not CoOrdMlatod Amongst Ai! ?r,:-dsrs. i I. Texaco Represswntative Shall Be Notified Immodlatoly Upon Dtseovw•y Of A Pi-oblem Or Conflict. ?X1 ; Contractor Shnil Promptly ltlwtify One Or More PropoeesrJ 5olutl,ons Mt Small Not Proceed Urttll So Authorized. •L E.�tEl9__Qf..G�194'1�t7 Provides Some Insight imto The Conditlort, Thai Influenced The Des gn Shouin On These Dour •arlte. 4 Space Ser ed Season indoor Dealg� Indoor Dealgn Tomperatur:95) Wumidtv%i .a( Resta t 14 de °xnr+mer 1'a+'F (Or As RequiredBy Code) 50% Onter "12`F (Or Aa Required By Vie) N/A Geo Fired Equipment Selections Are P-Mo rild On Altitudes Up To 29nO Ft. Above °see Level. Equipment Seelectione* For Altlt.udas Over 2000 Ft. Above des Level Styli Be Checked Ar>- Adjueteed, If Required. Temperature Setpoints (ALL UNITS) 1a,sat Cool Outoldes Air 101F 15'F intake Wood / O/A 5oo RTU be ieduIo _ .. ?y•f,j,. .�.a Code �y,Be�f�rs�nc, .. t�iar.s�Q_�.4lS1Liy_ln�ctr'�ll�n For (.-,T-T I ROOF TOP UNIT I. This Contractor Shall Secure, Pay, And Scleeliduls For All Required Perrritte, Fees Arid Required Inepections. � f-- Condensate Derain (lutea --�--' Above Roof SwFace 2. Entire Installation Shall Comply With All Local And Stet..* Codee Ano-' Other Authortf.46 ka-vIng Jurisdiction. _ � Mertufeeturerr's C..-"Vaetor bheli BOCAKs, Pay, And 6c)-x16uls For All Required P r'mits, Fee, And Rtessqulrerrd InepalctlOne If "`~ Roof Garb 3 0-we Required Hy Code, Provide TI-0 Irwtallatlor, In Accordance With °.,*lemic Requ!rq>mont.s S FlashtrQ AndCounter iI All d shirts IM000 �E,�� Aa. a,• ,' 4, All Ductwork Shall Be Fabricated And Inst i llerud To Conform To SMACNA btandards I 6. 08- 017— UDdated ?aC;,tpMfFlexible Connection (TypJ Temperature And ventliation Rwqulrsmom8 ►. ,f , 5. Space Served !,wason out.dx- Dssi ee Townperaturs Minimumsntllt�tlon�.eolt Air Rogwrmme to -_ Roof Conetrtactic, i �I�rr tip T eturenlDIF 'bAUB) Sere Arcilltenetural it+?I AN4 C1R GIIN !?7773 iso Crtvelnlernce Phlrinmer Qp-1 •t 1 Return Air Duct And Struc CotureI Store UWinter5e/`F 150 CTT1 yr�il!HAr irlp(1;t119-inr,•�clrr G r - t3upraly Air Duet Smola Detector In R/A And 6/A Ducts ;e:l,,,rxi._ Al) tlf l fi tl k F"1" red A. Outdoc'n' Desi Two erat.urd* Bae�ed Uel 1993 A5WRAE Furndamentale - at1tiR For Wintesr And 2-15% ✓� &omeer (refer To Floor' Furr,lelocthad co NVAG GontrTo '-*hor, t Do 911 p Plan For Exact Size) By Electrlcrl Contractor To shut Down Limit lUnert t*amai►e Is Detected B. Outdoor Air Requirometu Malood On Af!�4RAE Pstenetard 62-IW%. lqs rlesee►eeo'M i eIWAW w AA r w Air Notes: A. Thls Denali Shall Servs As A Standard r`r �rAKOM W.4 �� b For Installation Of All Ro,.7ttop Units t$erfer To Floor 10'lane For Exact T 1 �y Requiremonts For Eec-.h Unit. �+!CeQ U I LON L.L.Ci. 1S. All Roof Pwwvatlomo Are Basettl r' On Manufactu.^ers Equipment S/A PACIFIC NORTHWOT REGION To R/A Operintj °fro Limlooe Noted Otharwloo. Exte-od Full Size Duct - ---�- ------.---. i. Down To Above Ce:lltrlr� And trenett.lan -,...._._.._....�.........�.._.__��, As awn 0k, Monis PLUMBING GENERAL INS O0nMA 217 & 99W - .STAR • 13UP 1999-005-)(, 1834 r, S.W. t . PACIFIC HI+G MFC 2000-00004BEAVERTON,, OREGON x. I 1814 S W i'A e'i F I C I I W Y tr TA I yy. Dirt" Byl; LAW 116 52 of 62 S'''an ALE: M4C"tcxEo ®Y: � _........W.,.,..r..w. ROOFTOP UNIT MOUNTING DETAIL caret' TITLE _ NONE: - 01 _ /aPPI�QYEL> BT: rs. , .. ;, tin, t �, ` •a a, i .i '!':� N •i� x•et,.. ..., l.. ._...... ._... ---- -.....aa..... ....r.,..._.........,. ...,- .w......_.__,....«.».._........_......_.........-.....__.....-_.,.�..._._ .....��...rsfwr...1L...-�+...-....w.r..._..._..-.:W.._._._.__.._.�..i....,........,.,.......- ,r«.r.+l�:....__._........_..,.....a..-....,�.........n....«.........._.-+:..M...w...w.-.....+......_.+w........wry......,..-_...,.w....AFM.»-....,�..,.....!..,........._,.....,....._._..........-..__ ..+.,w:w"4"�'-+-'-=eek.C:sa«•.+w.R�wesx.•+n•wk.�Mr+•.�4.w......_....wh.+.._, ._.._,....._..... .__... .. � .._. -._ ...__.. ..�._... _._ _ -.__-___._......�.._..._._....-.........,.•.t.�_ _r. ..-r.. If fills notice appears dell-el. 111.111 lira JUN 0 2 2000 document, file clocuntent is of marginal quality'• Imc rofilllwd I�( Ijl�ljl'I�I(iji1111j + i I;I i !til 1- 1 l ;+j '+ 'I.. IINCH �MADEINCN,v _ __ _ __F cn,T 3----�- I n t I 0 is 5-- t � _ � � iT • R.... i'.. 1 ,.t•.,.i I ' ! ' • II 1 Ilan I !••I I!!n!Iln In�lilt� !ul ,r.•I!,!,.!I!II!' I!!!it ;111!IIIt III!i!I!!�!111111!Inlllii!!!„illi„!,Inti �I!!,!llll�l,luih!�i;i�l!II,,:. „ II ll I le , ( IIli1{Ih l,It. OFE SI9MIT-T W6 HIS BID, TWE CZNTRACTG'R 6HALL. VISIT THE JOCa SITE ANO Ex Q1NNE AHD C. ALL ELECTRIGAL ITEMS R ETVVEI) SHALL REI"WIN THE FROPE RTY OF THE C U*f< BUT SWIALL FSE E 00 VOLT CC#MIK L WIRWj- U%A.E CO"-,TOR AC CO 0WDL UIE5 °5H LL SE RANDOM NOT OTE_ �x( Y aLQLAWT NEM LF WITH 46 EXISTING CCIPDRT1UlNS RELAtRHGs TO%ERVIGES.8Y6T&18,SITE LFCsAW-LY p15RO6ED OF, F 60 DIRECTED BY THE cwJyET�AND BNCsIEER ITEMS DIRECT;L CDLC>FL5 ExCFPT FOR +1rLLOW,GIRFE�t OR tLNIrE u►4RtE SHALL BE USED FOR COPITIOOL BRAIN SOX PW'ADED BY TEXACO TO BE METALLED BY 6Z �L.ECTRiCALv-1'1" 130L_ L 15T_ ;40 BUILDWGc: PAYNIC1t PAII10 NM.AR ATTENTION TO TEE, LOCATION OF EXISTING WATER 1104, SHALL 5E REMOvED ROCXM THE PRE1116E8 51 TGE CONTRACTOR AT H46 EA�EW NEUTRAL LEG, AND YELLOW&44L. ft '_Wr—,KA ---- TRA1*lF0R*%, ETU. TWE CO RACTOR SHALL. RAN16W AND N6TALL ALL 31J°F'ORM,WAN&M, UNTEFRL OM jW6 OF FOR Er&N oOLTA 1E THAT ENTER A MOTOR GONTIIACAL CENTER _--- — t;'XE6,JR00,PANE-L5,ETC. A6 REGi4IRtD, AND BNALL PEWOW9 DEMOLITION AND 3 SING: CLrVARTMEW OR C04TWL. PANEL. MODFEGATION WrGW; AS RECUWD" C)MPLETE AND CUPERABLE SYSTEM WITHOUT (� L�I.PLE� RECEPTACLE ADDIIKAAL- CART TO T146 Oftk A ALS (04AIPING 5H I-L BE IN AC,CORDANGF UIW THE REGUIREMl NT6 L* IWE NAIK)NAL k(.UUIF'1'ErNT C#A.ND - C444 NN CONVU--IOR 6EAAL.L BE UbED 1. RiE�UIRETMETN4T6 OF TIE GENERAL C0 6TMJCTION &AJ_ APPLY 10 ALL WWN*R Tif,9E ELECTRIC GODS AND THE LOCAL UTILITY CA`N'ANIY G- 130LATET> GRDtNU - WEN GOI�DUGTOFz WITH YELLOW bl'1Ws+E SHALL BE Lk1tD � Ft:>LUFZPLEX RECEPTACLE TRADES. 4 I[)ENTIFt,;,AtlpNk H C 4DUCTORS SHALL BE CANTNXXA FROM ORIGIN TO PANEL OR FAU►P' W WITHOUT SPLICES I j DUPLE%4 PRECEPT. IN CDCs. I 3 C4CIdTRACTCR%4&L AFRRANC# AND PAI FOR ALL FE'WIT6,CER'TFICATE5, 1146PECTICIN6,ETC A PRO'vIDE TYPEtO TEN DIRECTORJES FOR PANELS, NNVICATWG USE OF EACH `-RANCH CftUIT WWETRE TAP SIPLICES ARE NECE56AR1 PtC APPWVED, T1EY 61 1.1 BE MADE OTW SUITABLE AND PAY ALL PEES LEvw CY STATE, LOCAL AND MIXC PAL AITWORITIES, FIAvING AND DE60"TWG 6PARE CIRCUITS E4ARd 40*1TTE N4 DIRECTORIES ARE NOT ZCEMABLE C4NNECTOft N JICTIOd 5046. SPECIAL PURPOSE RECEPTACLE I ,AJR'ItlDIGTIONE OVER 6U0FRK PO^4E UNDER ?1416 i;c71NETR;4G'1. 5 WIVIDUAL LKJWWG AND PO*R PW-L6 % WIRING DEvCEB,CWLET 504.6,PLATESTION I 4 ALL WC W &WILL I* DONE N CGTMPS.-IAW,-E UTW All LADE,ORDINACES,CODES,ETC.OF ANY � ELEGTRIG.aL EG4UIPT-1ENT CONNECTION G0vEiNt,6 BODY HAVV<x NAmwicTIok ALL APPLK,ABLE 113% 514ALL BEAR T14E A, PANELS SHALL. BE FACTORI ASSEMBLED. TWEtcN'IAL MAGNETIC CIIRCUIT C4V,4<ER TYPE, TRIP A SUTCEES, RECEPTACLES AND OTHER WIRING DFACE5 SHALL BE SPECFiCATION GRADE OF LtTER6 LABORATORIES (1L)LABEL AND 814AU BE FACTORY APPROVED FREE,UTW T%r SETTINGS AND HIJ BER CSF POLE& AS INDCATED ON 1N: DRAWNC,S. TWO TYPE,Silt AND RATING INDICATED ON TEE CONTRACT DRAUANGS, AS MANPACTU111W BY [�, FUSED gA1=SETT SWITCH INC'ERI TWIrEF POLE CIRCUIT DIREAKT:R9 SHALL BE OF TWE C0110N TRIP TYPE. 1'SU86ING SMALL BE AW00W WART,WWOELL, OR PAM AND SEYMfOIR C.C7WNI M COLOR 5ELEr'TION15 WITW TWE 5 ALL WORK�+4ALL BE DONE N. A MEAT WGIRlQMANLIKE MAN EK LEFT CLEAN AND FREE FTNICV COFFER AND ARRRR,44ED FOR SEQJia11:E PWAING AND ALL CONNECTIONS S14ALL BE 6LVER ARCHITECT. tj ELECTRICAL MOTOR. CONNECTION DVECT6, AND C41'I4LFTEL,Y OPEIRA&E. T'EE CONTRAGTo R SHALL PRR oDE ALL Ew"*NT PLATED. PANELS SWAL.L BE A MANNLFACTIAEC BY GMRAL ELECTRIC, 6GUAE D OR ECAIAL A8 6C4XQ1V ON TWE DRAWW&6. ALL !+ATBOALB 6WNALL BE NEW AND ALL WUGW APV b. OUTLET 50XEb FUR CONCEALED WW 614AL1. BE CIA VANIZED 6TEF.J.,PRE86ED. OUTLET V DATA OUTLET MATERIALS S OLL BE CAIARAK1EF 51 THE CAFRLNTICTOR FORA PERtiOD OF UNE (U 1 E,:ai B. THE PANELS 611AL.L. BE OF DEAD FRONNT CONST%CTiC N WITH SINGLE DOOR AND CGDE CsAJ�'sE B0)8 FOR EXPOSED WORK SHALL BE MAL.LEA3LE NDN WITH ?14REA�DED W", n PES F6 �4C I II %)M TEE DATE OF ACCEPTANCE BY TEE OWNER CiALVANMZED OTEEL BALK BOX,JTW L"-X 40 KE1. A TYPEWRITTEN ClFiw1T OrtNTFICATION FD UTH R)IC)ED STEEL. COVER PLAT1 6. V TELEPHONE OUTLET 1 DIRECTORY BWNALL BE RANNI$WED ON TIE INSIDE OF Tif PANEL. PANELS SHALL 14:AVE I/2" 6. -U-L WW SWA.L BE CARVILLY COORDINATED UTW ALL TRADES INYOLvt:.D .NLD EHE ENGRAVED NoV*-PIA+'E3 C DEV)CE PLATE6 FOR C(OC2ALED WORK SNA, BE 61O0TW F`00CAOROONA'1E. COLOR TO O JUNCTION 15OX :ONTRACIOR S44LL P RaOVIL`f. PIRCIPER CdWECT104,FITTWCi6,ETC, FOR ALL EQUIR•ETNrT MATCH DEVICE FURNISIED SY T'WF OJWR OR TOE TRADES INVOLVED IN TNI,!' CONTRACT C CMiCUIT BRFA ERS SHALL SE TEE BOLT ON TYVE, UNLE56 NOTED OT6ENW16E, MND TIIM 22PW C CONCJU!T AIC APO SE ARRr4%ED U61MG DOUBLE ROW CANSTRR.UCT;O Ira, 5AFET1 SWITCIE6 1. LWAA,66 ARE TO ISE Cl,Yr 61DERED DIACO AMMATIC AND DO NOT NEGEh6ARILY K)RCATE EWE ACTUAL LOCATION OR 1RCJUTINIG OF EQUIPMENT OR WNDUT. DRAJN56 SHALL BE FOLL.OUED D. BRACING SHALL BE EQUIVALENT TO, OR CO'PATOL.E WITH,TIE RATED INTFRRPTING A 6WITCHE5 6HALL BE HEEAVI DUTY TYPE FU6ED OR LIRUBED. A6 IhDICAT'FD OR REQARED, 4EMA WP. WEATHER PROOF Ab CLOWO AS COND,T06 ALLOW TO CO-PLETE TEE INTENT OF THE G,�INTRACT TLE FRi *4T 15 CAF.:.-.I 1 OF SMALLEST OVERCLF*E)IT DE AGE IN T1.4AT PANEL I FOR 110CNOR USE AND NEMA 34 FOR OUTDOOR*r-t A6 MANFAGI;,RED BY GENERAL RE-SfRYM BY TUE 9WjINEER TO MAKE MINOR G4ANGES N LOCATIONS A)C ARR#pANGETMENT5 ELECTRIC, 5Q1ARRE D OR EGILIAL GF.I. CsROI.NND FAULT INTERRUPTER OV4 R;aAWD DZ .IO@ C)EvELOPI-*W WTW V 4 )DRTICINAI COHPP46ATK)N TO TIE J.� caRCXJNrD FAULT PROTECTION: CONTRACTOR B THE ELECTRICAL CONTRACTCr !Wall- FWA4DE ALL RREQJIRED DI6CaNECT SWITCsVS, AND A THE ELECTRICAL C4MTRAC-TO>1R SHALL P1ROv!DE Gf akU FAULT PROTECTION AS REGUIIED Dl FISE?S,FOR EG111P11"¢)iT FURNISHED bl 04fft,LKEE'* INDICATED OTHETNf *. TYP. TYPICAL OF ALL OCCURENNNCES 0� THE CCJNM4CTOR 6HALl SUWm SHOP DRAIl11NG8 OF ALL MAJOR MALFACTURED IT" THE NATIONAL ELECTRICAL CODE REQUIRED ON TWIS PROJECT v`C WC.OWAINCE WITH T1E GENERAL WPOITIONS SECTION OF 1.4E II. LIGATING FIXTURES AND I.N'1P8 - CONDUIT WITH6PEC,T-lC.,,.TION 6PECFRG. OK.TION BOTHE ENGNWJ EER'S APPvAI, OF S 40P UR SETTING DRA " SHALL T RACEWAYS ANI? C.45LF.: �^ GROUND CONDUCTOR polY BE CQ1bT13JEp TO APPLE TO GENERAL. LAYOUT AND CafOFd w*CE TO TWE DESIGNS A LU4TWG FIXTURES AN? LA P15 %HALL ESE RffiNO ED AND CAMPL-ETE WITH NNEC.F864RR'r CO< PT OF TGE PRDECT AND FOR C.C)1-P1.IANCE UAT14 THE GENER,41. WQj,1WENTS OF THE A ALL CO1NCQUIT SHALL BE RLN C04CF-ALL:D IN5GIFAR A5 15 PRACTIC.46LE CONDUITS SWAL. BE MOWTING OR ELAHCsIG '4AR DWARE ASO WITW PLASTER FRR4P'E5 WHERE REQUIRED. R¢E< TO NEUTRAL CONDUCTOR CLNTRAC7 CY.X.XR1"E 4T$ TILE RESPON51151LITY FOR ANY DE10ATION5 FROM w FzaPREr'!ENT° EXPOSED ONLY WHERE SO INDICATED ON T'11E DRAWINGS OR IN LNtNISEED A MA6 SUCW 46 FIXTURES SC 4MULE ON PLA)e FOR FIXTURE TYPE PNABE CONDUCTOR I OF THE C47 71RACT DOCI`1WS 4AT REMAIN TIE CONTRACTOR'S LME66 HE HAS IN J;JnPG, UTILITY 14DOMs• I WECIFIC.ALLY CALLED TWE ET'iCSNEER'8 ATTENTION TO SUCH DEVIATIONS AT TIE TIME OF E; FIXTURES SHALL BE AS It•CICAT'ED ON PLAtl AND 511;LL BEAR TWE L-oWl G= LNDERf1IRITER'5 (� PLAN OUBM156 CN AND WAS RECEIVED TWE E WjINEER'S Ut TEJN1 APPROVAL OF °wc" DEVIATIONS B MhRlLr CONDUIT SIZE &,'ALL BE 3/4" IILF-86 NOTED OT1EIRuilSE I,A TLE PLANE LABORATORIES (LLL) NOTE MARK I 1 PROVVE ALL NEQjAED TEMP)RARi j%,r!F5 AND PAY ALL ASSOCIATED FEES AIC C RyGID METAL CA1"T. WOT DIPPED GALVANIZED, MILD STEEL, PIPE, ZINC COATFD TWREAD6 C FLJO ESCENT BALL.AST6 SHALL BE ELECTRONIC E►EFCaY SAVING HIGH PXER FACTOR TYPE OFTR2ATING C061`6 WITH AN OUTER COATING OF ZINC BICMRCx1ATE. AS MANFACTtriED Bl TRIANGLE, RcPUBLIC, RA KNISH LOW TEMFE.RATURE (-20T)BALLASTS WHERE TEMPERATURE 15 NOT CANTINUOU6LY O LIG14T FIXTURE MARK. U•EATLANO, OR EaIAL MAINTAINED AT A M.INKIM OF 50' F 10. TWE ELLECTRCAL L:ONTRAGTOtZ %44-L FEW)W N.L CUTTING .IND PATCHING A8 WaJifEG FOR TIf ELECTRICAL WOW EXCEVIT rWAT STRUCTIRAL.LY MRAPW O°ENWA SWLALL 8E CUT D PVC GOATEE 7-!*ID METAL, Cla"IT 1,407 CIPPPD GALVANIZED MILD STEEL PrE UTi4 940- D LAMS SHALL OE PPIDV!DED AND 04TA1.LED H ALL FIXTI 5 OF TWE TYPE AND WATTAGE A$ CCXX> F•QUIP NOTE A4 D"Vit ED BY T►t GENERAL CONTRACTORALL WOLFS IN MAXNFtY F9 Xft AK,, WALL5 /40 MIL)P.�LYv1NYl. C44LORIDE COArW.& TEE BONG BETWEEN TW PVC AND 01 11 IRT SNJlIEACE S44EDULED MARK &4ALL BE CORE DRILLED MAINTAIN FIRE- RA PING CF +FLOOR& AND WALLS °SMALL. BE Gl EATER THAN TWE TE NN61LE STRENGTW OF PVC CONDUIT SHALL BE AS MANFACTUfED BY OCCIDE;:NTAI. GOATNY,s COMPANY,ROBROI I,%DUSTMES,OR ECLL41 - E THE E:ECT'W::AL CONTRACTOR 16 TO vE-RIFY CEILING TYPE AND SPACE LIMITATIONS PRIOR TO C-FR7D FEEDER MAF k TWE C014TRXTOR 514ALL PREPARE A COMPLETE SET OF FZC-OW DRA4WING5 PRIOR TC 'W4c C?RL>ERMG FI FINAL PAYMENT FNdAL, PAYMEWI SHALL NOT BE MADE IhTIL THE RECZ)RD LRA~ ARE E INTER*DIATI: METAL C;O"IT (ITS"! 001 DIPPED GALVANIZED MILD STEEL. PIPE, ZING DED" E) C01PLETE SY TWE ET 041EER TIE DRAWW55 C*"-L BE DRAFTED BY A GOATEE'} THREAD5 WITW AN OUTER COATING OF ZING E504ROMATE A3 M,WIACTURED BY F TLX El°CTRICAL CONTRACTOR SHALL REMOYE EXISTING LWWJ FIXTURES, 9WITC.Fk� AND ----- 1'RI(JF£84k7P4A1 DRAFTSMAN ON SEPIA R'TTLAR GOMIS OF THESE CONTRACT DOOPEN'rS 41E TRIANGL-E, IEF1li°lLh;,WWEATLANG, CR FaIAL. L4 " IN AR£A5 W14ERE NEW WORK IS SW40U 11 AND TURN OvfR TO THE DIMER, OR REMOVE DRAWN4&A %4ALLL INCLWE EXACT RF )JTIWs OF ALL WIRING ETC RFBM JOB SITE AS DIRECTED BY" 11f OILWIR F. ELECTRIC MIALLIC TU_9I+IG (EMT) ►CT DIPPED GAL.VANN)ZED MILD STEEL PIPE, AS 12 ►'4 RFA-"TLIRER'S NA1*5 GI'v£N FOR EG;uPt"M. AM UOLD FOR TtE 5A646 OF SELECTION•NOT MALFACTURED BY TRIANGLE, REPUBLIC,WRHIEATLAND, OR EaiAI PANELbOAFV I WITH INTENT 10 L"IT CAMP$TITICJN FQJIVAL.ENT E JIPl' -NI OF CTWE-W MAtjFACTUREQS WILL BE LZN54DMD FOR AC.'1PTANCE AND INSTALLATIOK Ca FLEXIBLE FETAL CO"IT GALVANIZED OR ZINC METALIZED 6TEE1., SINGLE STRIP A TWE OILW-;R 5N4.Ll. RJ;;N15E, AND T1$ CONTRACTOR SHALL INSTAL L TWE WA4£►IRDUN INTEFLOMED C.ONSTR CTION AS MA4FACTLIRED BY TRIANGLE ANACONDA,AMERICAN PAWLBOARD AS DETAILED TWE PAEL.BOARD 6 4ALL BE ANC�400 E0 TO TWE FLOOR ANO: ELECTRICAL FLEXIESLE CONDUIT,ELECTRI -FLEX OR Ea AL WALL. v BRANCH CIRCUIT WRING SCHEDI►I.E I :ENERA4L. H. LIQUID TIGWT FL.EXIBLF METAL C47,00 GALVANIZED STEEL CARE, SINGLE STRIP B PANEL. IS PROVIDED PREWIRED (EXCEPT PORTIONS INDICATES ON PLANS)WITH ALL _ MRL TEO�C4ED CONNI.STRT XTIONd,WITW AN EX ROM POLYVINYL CHLORIC>E C;Qv£RIr6 A9 INN!TERdCOWCT0W BETWE'FN PANELBOAARD C%::UrT BRREAPT",C/74T'AC-TORS, AND TERMINAL BREAKER SIZE BRANCH CIRCUIT WIRING AND CONDUIT SIZE NOTES A TINE E:-EC'TR!C-e' CRrTRACTOR 6WALL. FURNISH ALL LAPX.)R T(>,X.5, MANFACTURED 15Y TR146LE:, CARLON, ALLIED OR Ealk STRIPS. PERIPWERAL DEv,w6 ARE PROVIDED AS INDICATED CONTRACTOR SHALL 10120 - 3/4%. --_----------- TRA "- tATIL-N FQUIPM!`TIT, 5ERVtCE8 ANN10 FACILITIE6 REQJIIED r<)R TP4E iCO"IPLETE, AND INSTALL. ALL INTERGOMEGiI(M WIRING BETWEEN PANELS AND PERIPHERALS TP 20A 2112 & 1 /120 - 3/4%. P1;e01*-'ER 4M $"TANIIAL ITPOTALLATION OF ALL ELECTRICAL WOR'NiC ALL FIXTL E5, DEVICE6 RIGID 41 WIETALLIC CONDUIT 60EDUL.,E 4O PVC 46 MANFAC'iURED BY CARLON OR EQIAL. 2P 20A 2 /12 44 1 /110 - 3/4% AND EQ.IIFMNT $404h, NOTE C OR REGUIRFD ON THE DRAWING$, AND/OR C 4TAWD EEREIN C NO 6l M"iTlt7IONS TO THE 6PEOVED PANELBOAJRDS ATE PEWiTTED 410/20f, 3 t2 � 1 t1G - 3 4"C, 3WA4ll BE C.ONFECT'ED R;CM TWE, >: OF ELECTRIC; POWER TO TEE FINAL CGNVECTiCh J. METAL GLAD CABLE TYPE MC, COPPER CONDUCTOR 60(x7 V TWERIIOPL.ISTIC IN5ULATIO N, W' 2 /10 4t 1 TOG - 314%. TE,AT'ET'i OND MADE iNEADY FOR SATWACTORr' OPER/MON. C, !NTERLOOCED STEEL TAPE ARMOR U ,JTILITY IrN COMIN,4T , - ----- 3P/30A 3 /10 & t /10G - 3/4"C. B 11.E ELECTRICAL CONTRACTCTR IS TO COORDINATE WITW 011-ER TRADES AND CRIER FC1R K A)WORED GABLE TYPE AC:, COPPER CONCtrTOR 6Wv TWERMOPLA511C 11,6kATION. W`C A ELECTFjC °£Rr!CF. TWE CANT14ACTOR SHALL. MAKE ARIIP.4•YsVANT! FOR Ttf ELECTRIC 2P 4a ___ 2 /e 0 t /10C - 3/4.0 E(XW "1L•NT LOCATIONS AND CLEARANCES REECUIREC FOR Ea RPMENT. CONTRACTOR TO SERVICE WITH 1`04E LOCAL LITILITY COMPANY AND 86-ALL. PAY ALL C.JAR 3E6 IN C.(:XffCTION _ 3P 40A 3 /8 k I /1012 - 1"r.. COORDINATE AND MODIFY LAYOUT ACCORDINGLY L ANY EYP06ED RACEWA7 vH•:LL W Ri14 TILE, Pl'1�, euO PARALLEL OR PERt--1E�NViGJLAR TO WITH TiE SERVICE I146TALLATICK , LL_ WORK SHALL 'ESE DONE M AC ORDANCE WITH TWE UTILITY 2P )A 2 #8 4>< 1 C10G - .1/4%. BUILDING LINE6 COMPANY'$fEQU1REPIENNT6 CONTACT TEE UR0,6 IN6PECTOR PRIOR TO INSTALLATION OF SOI, S_ t /10G - 1'•C. C Al WVAC CONTROL WIRNG IS TO BE DOME BY THE HVAC CONTRACTOIC, TIE WVAC AND 5ERv10E TO ARRANGE FOR INSPEC.'TION AO FOR 5PECJFIC DETAILS. TWE CONTRACTOR SHALL -- 2P d0A4k t a 10G "c r- — +O1,.Al`tE31NG CAONTRACTOR5 c*L RJirddl6W STARTERS,ETC FOR THEIR EQUIFT ENT UNLE55 M RACEWA f 5 %HALL BN' SEALED 1.111A VE ENTERING PULL BOXES rA 5TTRI.UCTLFF5 FROAX ALL CONDUIT, TRE1N C44Ws, AND BACK FILL. WAND40LES,METER PANS, CURRENT '!ECFIC:ALLY INDICATED ON NEE ELECTRICAL DRAWANG6 9TARTER9 RILL eE: rr45TALI-ED By TRANOFORI ER CA51NETS, DI5C04 ECT 3WITCW4ES, ETC; AS MAY L f REQUIRED BY TWE UTILIn __ 3P/ew 3 /e « 1 0 1 1012 - TEE ELECTRICAL CONTRACTOR N FITTI -s°i PITrINjS 5►4ALL BE CCJI-f1°fa'E9bION TlT�E WITH INL'A1i a*Efj TWROA J CcxMPAINI _ 2P 2 4>< 1 - 1--r.. NO SET-SCREW 1- FTE r-17, ARE ACCEPTABLE ____ 3P/70A 3 04 « 1 OW - 11-1/4%. D TWE BVIR'aE ELECTRICAL 1116TALLANCA SHALL CCMPLT WITW TWE NATK7NAL, ELECTRICAL C(X>E B TELEP14GNE 6EIve CE TWE CONTRACTOR 5kALL MAKE VW ANGEMENT6 FOR TWE TELEPWONE 3?Z IOOA 4 03 R 1 IN - 1-t %. 13. it4RING. SERVICE WITW THE LOCAL TELEPWONE COINIPANY AND 9HAL.L PAY ALL C•wAWjE0 IN _-� 3P1'100A 4 03Z2t 1 JGG --- ! F- ALL. PRODUCTS SMALL BE NEW CONdNECTiaj WbTW THE SERVICE INSTA.lA"Ck ALL 'BORIC 644" BE DONE IN ACLORDANGE A ,SINGLE CONDUCTOR CABLE5 SR4ALL BE USED FOR FEEDERS AND BR@ANGW CIR.CJIT WIRING WITH TEE TELEPF1aNE C47P'�r°ANY S R�CAIIRfTENT3. TWE CONT'FRACTOR SHALL PR DE AL.L. z. Dt71OLITION (EXCEPT U4ERf AC AND MC CABLE 15 USED). MNIMIJI SIZE WIRE 5"ALL BE 'T2 AwG UNLESS CONDUIT, TAENC44NG, AND BACK FILL, HANLIHOLE5, CABINETS, BACK504",ETC. A5 MAY BE OTWERUSE INDICATED AND SHALL BE SIZED TO C W-ORIM TO N-RN"A. NEC VOLTAGE G'ROP3 REQUIRED 81 TWE TELEPHONE COMPANY A TGE C41NITR4C OR 5HA4-L RF VVT A4,0 AND ALL 0139011TE,LNU5ED OR UNNEC.EMA ZY RINE 51116 X10 ANG AND SMALLER SHALL BE SCXID, 08 AUG ANO LAWiER. $WALL BE EL E:CTRRC IT'E'15 9X144 AS CONDUIT, BC 15,F'Tr►,W, WRE L16W!Ws FIXTLM5, ETC. ANY SUCH STRANDED ALL CONDUCTORS NAL.L BE CGPPER 1A SPECIAL REGI REMENTS ITV15 INTENDED " 6X.44 REMOVAL 5+4ALL BE (,CSL FTU T .SR,IFIED AID APPROVED BY dr- 14 OV*lw A C) EMC/►1EEk. B R�F.DERS AND ALL WIRING IN MOIST OR WET LOGATIONS AXWAOLND OR UNDcR THE SLAB A 5EGJRITY AND TtLE'WONE 9Y6TF-MS TO BE RN NI;;1 -D A® NSTAL.LED BY OTWERB "� SHALL BE 600 `,/OLT CODE TYPE T14W N-TWILINL BRANC.4 CIRCUIT WIRING IN DRY LOCATION46 �•" B ANY EXISTING ELECTRI;;s E%IT-hENT TWAT MUST BE RELOCATED TO AC4OM'10DATE NEW ABOYE GRADE, IW THE INTERIOR OF THE BUILDWG SHALL BE bOO vtOLT CODE TYPE T44N-*W1Uh B HIRE IMAXIMN,IM OF 51X (6)DUPLEX RECEPTACLE5 ON A I POLE, 20 AP'F' CIWC UIT U1OW MAY SE BE WIV NO OR )(www. r ADDITIONAL EXN'ENLSE TO TGE (XWR V-C JRITTE►N4 PEEN 96KCN ►448 BEEN Oy'tAINED PROM TWE C VRE MAXIMIJM OF 18210 WATT OF LICsWTING PER I POLE, 20 AMP CIRCUIT FOR L20 VOLT -AOJW--E OWNER ANL' ENGINEER C. WIRINS TO WC:,L55ED FI/TlJR>r ANC UIT1.;M FIXTURE RACEWAYS 5HALL !3E TY FIE T4*( O12 4LG MNI11111M D 4 x V x 3/4" PLYWOOD BAC,K50ARD ON 1" x 2" BATTENS FOR TEL.EPWIONE COMPANY P.41NTED UTA TWO COAT6 OF GRAY ENAMEL PAINT D SIGNAL. CABLE (4-20 MA) TC BE CONDUCTOR '!6 TWISTED SHIELDED, BELDEN '9342 OR Ea;AL. E THE ELECTRICAL CC NTRACTOR SHALL. PR VIDE A C 11PLETEL) WIRED AND OPERATING ELECIVC41- SYSTEM FOR E4Cu AND EVERY ITEM,FIXTURE, APPL.IA',:Z, FiECFPTACLE,OR DE VICE REQUIRING SAME !NCL.LVI*4a ELECTRICAL POWER ANG WOJK UP FOR WvAC t 6TEM AND I (.LOT WATER I-EATER, - -- J I F TWE ELECTRICAL. CONTRACTOR 6WALL PERFORM ALL WIRING REGAIIRED FOR JTWER TRADES ALL APPLIANCE AMD A6 Updated: 10-2 2-99 N f RREQUIREV FOR IN61AL.LAIIOW ! Ca THE ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL COW(E TION6 TO EQUIPMENT, AS REQUIRRM Pf40VIDE RUMD OR LW5ED D16C,ONENECT 5W11T44E5 A6 REQJIFED BY NEC,AT ALL MOTOR LOCATIONS, UlEATWERPROOF TYPE IF NOTED OR IW-CIUIREU \\ Cw `'',N V I !�IAM J1 �� ON1iUA.Nt 11N;1 N , 'rrt L�J+i. N+'i 1 I I f L I I w,Al �• i k f,+` _Y�_ �-..__. _.-_._ " tT T4w DO CUWW NO T►!90°¢l1E,Mt10N ODWAPW MM IIRA111114 TO MAOO NC►-N--11R••Ift"HY CIr MAOC 10 00 j ►W! F NV4*§D N OOIADIIOE 8711 4*PI11041E IM Of NO AND IT �JYN PRION S M Alp*MJATM ND PART H19"MAU.!ppm D1/'tJCATW DOPU 1►l111 MAW AVALM 0 TO o'TWU CO U D")Ali(E><lW rn Mry%ALMC� M1we"K m�1 T - NC. A� 7 W l PM,QPPJ TKIM vw (� I 1fr AeJCAOo Eich W a R&D I,�rulT�JR► APAPO 111�.JZ I OILY /IM11TE� cVrr O I � 00a EQUILON L. L. C . Ai D PACIFIC NORTHWEST REGION ' o - ELECTRICAL TITLE SWEET � 217 & 99W STARMART 1 1834 S.R. PACIFIC HICHWAY I BUP 1999-00526 BEAVERTON, OREGON � MEC 2000-00004 - --.- �` --_� -1 EC 00 PACIFIC HWY __- CI�CK D BY: u�w° D�i� _ -27A11C , Pc 53 or hz - 1 it If this notice tlppesll•s clearer thatll file JUN 0 Z 2000 current, the document is of unli m4u incl t h 4 Y• 1111cl-C IJ111cl ! IMCa+tuF111Pl1p * [1 1*� TT24X 4 N �iiillll��l�i{lil LEI I �I Ill�llil!IIII(Iliilll��ii{IIIlllijlill Iii{Nii11111111111111lI1j1111111l1(li ( FIRR EEE E1(HFRI1+11 (NIL EEEI(111111RII111'�{�!�!IIIIIi,,,fllll�i!I,!(I!I!!! , 7:.1.1. j tltln 1 I I,nll I ,n1 , , ,Nni,N ,Inn , ,IN„ ( l„ 1� In N z + A 1 1✓,1.../// I 1 4 1 �,. 0-4 ��;r, � r� / 1 � � • ., i EXISTING TEXACO SERVICE STATION •\ � , '� I f `., x4 : . . A N4;p 11834 S. W. PACIFIC HIGH WA Y / ONE STORY METAL FABRICA TED \\ Uj � • : ��` / FINISH FLOOR EL. -'214. 47 I 1 �� /, � \\ \\ � � r � •1►r *tet�•�. M' �y��J � CL 1 / � • \ \\ �j. � J � •v�k^I .'..y"�,1 r:,''�x1• a,, +'tl 1 \ 16 04 IL LIJ r 01� dmmw yyy� .�� yyyyyyf yyyyyy� �� ■ \ 1 1 T ( 5-325-2035-20,22 _ B-?m�2 I B-34 I I y25-20,22 5-2416 d-?41i B-24,26 `4 t 04n*-, •~I ffFr�, 4 D-14,� 4426 5-34 2A 6 �. r.._._a__`-...�,.a-...��y,�...r.._�...._,�..a �_ _ - _ .. -�� .. r ..-.�.r a .- _• �-_w_ -• --'-= '- _ -__""•- .. -. ._ a -� _. .- t.-... _ r - .- �. r .. _ w.�� _ .. ... a -. - ._._ _ - a _. -. ... _.f.- µ �41,p' y 'R}' 7� # t.• 4 +..-.1..•`•-•-'.�'_'-'^-.._._.-`""_'+.+�__� _`�_-Y_ - - ...._ _ —� _ -...�_�.__ ,'y ''.. � �•''FSR��.Yq �• y,� �.�� ""' 1 w rss a• Y�O�' ��. S . W . PACIFIC HIGHWAY ( 99w , l M M ELECTRICAL SITE PLAN A N �� --._!I!.�`....- - � •��' fir,. �', - - 08- , KEY NOTES I A ! > kk I. t��e '9 Licht FI,,tur* Curler Furnished, Contractor Installed PQM Detail I*wsot SUS-261 rAK FTra',!do 3 4?04W* C. To Each Fixture, 64omrsrun 2 $, 610G In W C. I yflajrisNCh s-'�•��1 N � 9 �..-_ — 2. Air WAter leland Gommoc•t Equit2momt Provldomd 13� Others, • �ExnlalEg sz71i•_-Mc01 _�� 8. Corlrwwct Existing Algn To Circuit Bhoian Provide Nesw Conduit "000sMW AMPMI'OwKraN aoNr %% %, Yu y IMM Itlll�+l 19!110= 1x111 fle 4, (3) •4" F'v>_: Electric Service Conduits Per PGE Requirements. Provide I ��'m r M N C) GRG W* 1=lbows At Each End. 36" P-1lmimum Bury. Stub lrlp At ExlstlnGq Utlilty Pole. W Coordinetev R quirennorto with PCE (Lorraine fealtz, 510-4413). 01J lr AW =000 MOP. r cv 5 Seo E-3 For Conlalult And Or* 'to Dispensers And Tamks. CO �. Ganoptl Sign J-Box EQUILON L.L.C, - 1. C.arr►op� Band L f ql,t Ines J-•13ox. PACIFIC NORTHWEST RE f S. This Area Is A Usse 1, Grouupp D, Division I And 2 "hzerdoue Location Below is 01F& vI Comply With NEC Articles 501 And 514 n S. Exlstt 7slephc•+rls Entr oo C.ondult. Extend To Now Telephone t'tei vlco EL CT w Ttlrminaton And Provide N.w Cable to Pedeetall, E_ -RICA�. IT 17 99W� STA' 1834 S.W. PIACMC t3 (1111' 1999-oo526BEyA.VT RTON� MiJ.' 200o-o0004 • � - � � 11914 SW PACIFIC 11WY \ aWP 11(i 54 of' 62Fti �, :, CNEC*D BY A�'f'1 OVER BY: tuJl `j 1 • .. -w.a.•...-....._ .a.,........ ... ... .... ...... •.. ... -.. ... •.......... .�. ...... .�..._.. _ .,.�.,....♦ .. .....� . ........ .. .._nWr.-ru...... ..,r_...._"_r.n..wM•_r.J..... .._.. _..... ... ..w .. .+A ... ..Jf' r . .. ... ...._. rM1 .w, ,yu.. rI✓.r . . .r.. .w ._r-.r•,•"+r.w.H..r.w.w.w I.wnww4 •.... .. r i.rr+r.-r '!'�'ty...-•.• +•�fl�-wlrlAro�.M`M.Mr.. �ww•_.+Yv. .r :n� .r..w1.«n.Ir-.rr-ri,., +h,q.✓.p,1.M.•r.»w,...ar•a!w.re,...d1,•r,.,.�.�.. ,r _..•,r......,,..r,,.,.,,,•�•y,.,,ry,•„•r•,,,... "•}I"�•* ^e..-•-'yr.. ,.r.wa6... ..,e+..r A�s.a..+r».. rc+.11�.k• Myles � � _ .__._ w.. if this notice �rppear•s cle:lrer than the JUN 0 1 2000 d current, the document is of marginal quality. micl-011Ill ed 111fi�ljlji I�llljl�ljlji!i + llljljill;i(I ijljlj jllijl lii�!'l;fii I ! ! iii I i 11111 W i10 I,'; 1 I � i { INC" MAM M CHINA e1n t 3 � 1 i 1 1 i 1 I r ' i.. 1. ( 1 y ,..,J Iliad n nn11,r1 ! , n1IIn1 Inn u11n1 n1 n I y In II , 1. , i �l !i!{i!!jl!I I!i!!! !II!llli!!IIIIIIIIIIIII��ill'lllii II!1�1 I) �Iil ill! lillrii!!llllili!!I !illi IIIA i... 111 lii� i ilii I ilri, 1 1 Ili i , 1i i II+I I Iti11111' iI I1 , t li 1 ll• 11!1111,1y 111 ul• I 1 rt, i r ! I. .! •i I! i if.. ..i Ili!I:i I! I flll,n,. i. Illtlt},I�IN, 11lI�Iiluili I�IIy 11 1l�111... 1,�1�,1,1, {� ,,11,111111, ,..Ii +..1.' , u�� `11J1�j CONDUIT/CONDUCTOR IDENTIFICATION SCHEDULE — _.___ TAG 31ZE OF IN F21 iv^`re8 CCONDUITO � TEIrNINATION GI' WIt�B CDI-AC� I' PANEL •r)' DIS N i•T1 13 PANEL 'D'10 - D3-AC 1• PANEL 'D' DISPENSER 03 I ®-sM1 13 L! D4-AC 1' PANEL 'D' 0I6PEN60R 04 8••12 1,3 _ --a ------ -- -_ - ----- -. __ ____ 3-mo For PANEL 'D' VIA RED JACKET TAW T•1, !�-IeIMP 1 �.� Eacah bib 11,3 CONTROL BOX 3-"I0 For ! I FANE-1 '0' VIA RED JAGKT 12:-PI I• I GGNTROL BOX TAW T-2, S4j5-PUMP+2 '- Each ado 1,4 IOU __. PANEL 'D' VIA RED JACKET r 3•� Fvr j I T3-PI I I• TANK. T-3, SUB-PtkIf=0i -�2'► Each Sub 1,4 CONTROL BOX I t'Gtm �,"- - - — T4•PI I I' GONPANERDL, VIA BOX RED JACKET i TANK T-4, t3U®-PlR fP'�4 .3-MID 1.4 DISPENSER INTEI�ACE DISPENSER D-1 T3-Ml - DZ-�-I DI's p BOX 14•s14 (2-TIIIPR) Z,A,ai TI-i TI-M TI-M4_� Cp1-DG — �TI-MI -M1 T2-M3� 22 - - DZ-M2 - =_%0 DISPENbER INTERFACE DI,6101BNt;lLR 0-2 14_st4 (2-Tw.PR-! • 1 2-DC ) 1. �x 2,3p U • I DISPENf.ER INTERFACE T-I - I D3-DG 1 BGX ( DISR04 m 0-3 1 4-N4 (2-TW.PR1 23,I pl 2 r I +! =D4-D(: i DISPENSER IN TEi�ACE I plePENISlR D-4 4-sl•t (2-TtUPFQ) T3-P'1 --v -- ---- ---- ---�p4-MQ _ - -_ -- - - —INTERCOM MASTER — J-gGh - $P°K.I -� D1-CS 3/4' I I-�a@v. S�aIELDED 2,4 STATION I DISPENSER D-1 2 PrtTW. CABLE 00 T-3 3 _— / - - - INTERCOM D 2=-C.A.6 3/41 - 6f2K2 2-Ibw. SHIF-LIiED �.� Dai i � MASTER J-l3f�X I STATION DISPENSER D-2 2 PRT,11. C.ABL.E 2,3 D3-CS - U O f T-4 <- �D4-D-C� _.__._ ._. . ____ j - -_.__-_ / D4- _ 3/4' INTERCOM MASTER I J-BOr - SPIC3 T3- T3-M3 T3- 4 I ! D3 I STATION I D13PEN5,ER 0-3 3 b .M. SHIELDED 29 0 2 Pf�TW G61,BLE T4-M2 T4-M3 T4-M4 D3 :1 •-, a-- `r a . O4 ---- --- -- `---- INTERCOM MASTER JIJVCTION BOx - >�Pc.t Z_bt>DOV. BNIELdkD / 3/4' I STATION DISPiENSlR 0-4 2 PRTW. CABLE i 2,4 G9-AC INTERCOM MASTER • L _ -- -- _ ._ _._ - _-- _ IPlTtD"1. POIIkR 3/4' PANEL A STATION 3-r12 Z$ I. AG. GURW 4 LOOP RUN 2, D.C. CURRENT 5 OVERHEAD RUN 3 HOME RUN ,6. r'VC COATED RIGID CONDUIT SCHEMATIC S'TE/BUILDING PLAN SCALE. _ E13 1/10"=1' _02 NOTES FOR THIS DRAWING. ! CONDUIT/CONDUCTOR IDENTIFICATION SCHEDULE - FUEL SYSTEM SENSORS I CONDUIT/CONDUCTOR IDENTIFICATION SCHEDULE - FUEL SYSTEM SENSORS 'rho 51te/Bulldirse Plan Is 5chematic And For Rreference Oryly. Refer To C,erwrai Arran�Mnent Plam And &Wet E-2 icor Actual ButidW43 i And Equipment Ceyout. SIZE OF I QUANT. ' IDENT, OF � SIZE OF QUAN?. IDENt. OF TAG C !CsiN TERMINATION NOTES T.dIIG r�✓RlCylty TEF?I"i1,11�TION I NOTES I 2. TLS-350 C•onc*iits Are Loop Throe Dt en6are. "orae 1�ne Shall Be Taken From The Nearest DI er Or Central LocAtlan GG�NDU1 OF WIRE$ WIRES CONDUIT OF UJI WIRES To Their Termination Paint. The Interit Is That A!l 3!m!lar Use Feeders Me Run In The Bame C.oroduit. 12•s14 T INTi41N31 ! 3. Refer To Standard Fuad Drawln a For Exact veeeJer Root Set-Up, Aa 11,lvli As This Veeder Root Installation Marr! For Ins ,allatlon Tl•Mt I' TLb-3l5D I Tank TI-Annular Probe SEN°uC�f�9 Si. 1 I T4-Ml i' TLb-3" --+ ` f Tank T4-Annular Probe 12•M4 � SENSORS SIT4 INTRIN3IC,� And t3tart...up 9 P' TI-M2� 3/4' TL6-3W I Tank TI-Annular Probe 9-N4 I LEVEL PPaW ISLtl INTr�INSIC� T4-M? 3/4' TLb-3W j Tarek T4-Annular Prober 9-s14 _ LEVEL PROBE SLT4 INTRINSIC � �1 ��u1� lrldlc�i��t�. r►t1� Shsert Mutlt�t�F'Y��31�1��stS�1. All i�ir,s i�1u�t � TN+�{, 5 Provide Seal-Offo At Electrical Condulte fuer NEC Article 514. After Conduit Seal-Off 1,48e Been Poured, Contractor Shall Immint, 5ea!_Grf Cap Raid Ard Tighten Ae Required. Red CAp Indicates 'Poured Seal-Off'. 3/4' TLb-316th ; Tank TI-Level Probe b-814 SENSORS 52TI INTRINSIC T4-M3 3/48 TLb-3" Teak T4-Lever► Prober 6-014 SENSORS 52T4 INTRINSIC b Exact Number Arlo L y ut Of Tanks And Di pewsere 1.011 vary From Site o Sit® See Skeet FO-6-1 e o � s � Tf Ti-M4 3/4' TLb•361m Tank Ti-Pump Sump 3-M4 SENSOR 53T1 1 INTRINSIC.; T4-M4 3/4' TL6-3W Tank T•4-Pump bump 3-014 4 SEN5OR 53T4 INTRiNSI TZ-M1 I• 1'L,b-rlbtp Tank T2-Anular Probe iZ-N4 3EN30f 31T2 INTRINSIC =-M2 3/44 TLb-3" -- - LEVEL PROBE 61-T2 UDdated: -_-..._1___1 Tank T2-Annular Probe � h4 � INTRINSIC! � ', I Ne PRE T2-M3 3/4' TLb-3150 Tarek TZ-Level Probe b-�► SENSORg 52T2 I INTRINSIC TYPICAL, DI6PEN5ER LOOP � -- - -- � 02.1pt .___ - -. ------___— __ —-•---- __.—_.. ----•------ ,St11TE 1411 gRCi�•f1h1 TZ-M4 3/41 TLS-350 Tank T2-Pump Sump 3-N4 i 5EN50R 53 INTRINbI Fr�r1'tt.ANG. C>E'Lt3�ll�l .47223 •�►.T9�6 CEDi' TL3-35(D Tank T2-Annular Probe 12 -r4 SENaO� S1Ta- --- -- IAN!(, ANU 111 Hk,AI SYS y ` cr T3-M7 3/4' TL6-3bV Tank T3-Annular Probe °J•N4 LEVEL PROBE 5LT3 I INTRINSI E>t t� Ia-3a-oo n,r DWAOIT Ato T►+f*lR11YAUM OCM1rOW MM/�lAM 10 NC s 3 -- — FM�I IRtr��D IN CCMM=FCN AO W A� t OF C� w rn =_M3 3/4' TLS-350 tank T3-Level PrcObe b-st4 SEN60M 52T3 - - - INTRINSI D3-CS No Tmn0�rs N to _^_ I - ---- ____ --�- - __ _...._ ___. _.._ _ _ - -- - -- 1-600V Twisted Shielded arrrc�1 �w�►�+y►Tr►w rrwtiearap cri i 11 Lr Auobw� �!Aoo '� M4 3/4' TLS-350 Tank T3-Pum 8utn 3-h4 SENSOR 33T3 MTRINbI G ��Q � Pair In I' Gondu I t Il' m o_ T, p p r =D4-CS EQ IION LLQ 3/4' TL6-36e Dispenser '1 Sump 3-s14 � 45EN30R DICi INTRINSIC � � • r` PACIFIC NORTHWEST REGION r1 Ca D2-MZ 3/4' TLb-3S0 Di�p�rMtillr 01 bump 6-014 SENSORS D2C2 INTRINSIC~� MASTER INTERCOM gY9TEM _ DATA, P'WR, & COMM. CONDUIT R0UTIN� D3-h13 3/4' TL6-3W Dispenser 03 bump 9-h4 SENSORS D3C 3 __ _..__ _ 217 & 9g� �T. ,RMA IRT 1834 S.W. PACIFIC HIGHWAY (D4-M4 314' TLS-3M Dlepeneer 04 Sump 6-0I4 5EN8O 6 D 4.O4 INTRINSIC , BEAVERTaN, oRLGa�t V _ - _ _..__-._.. ....____._rli-._.•.L CON'�ROL WIRING DIAGRAM , ---_------ ' � BY � --_- 14(TTF_)99-00526 DRAW BY- JLO IN* MI'C 2oW PACI4 - 01 AFT-NOAD BY: upp %ed No.: 1 IRi4 SW F'ACII�IC IiWY ' Ni 55 of 62 .__.... ... ..,. .•.. ....., _....-"�►„,, r: .<�t y�:3i<�w ,.a ^-s,Ati�r^-:. .r :.�,...�- ';�•,f•,ys^1 .a;. ._ ..... �.. If this notice nppears clre)u•er Ih;ul the JUN 0 2 2000 df>yommit, the document is of nearuimil g11,11ity• Illll'I't)�11111ed I' Illllll1111 'I{I I I � 11 i til � i 1 ! li I fill ! I� •I ,�`` � I11;7Tr � ! i � i ' I I�III I , j 1 ! { i {� i I I I I � I I I ! ! � i III i , � ! li•Ii, ,,�� INCN I MAOf IN CN INA �! r - I ii- - 3T �- 1 II{ I I fl ! II III I II Iliilll ill lilil ii 'rrrIs i i ' ! • r ..I, r, ..1 ..r....!A .'!`.! r I. .r. r r r '7: t rI!Irr rr Irr/11 r ur1 r Ilr Il a lir nr rrrl,r rr n rr, I r I n lr r'' Illrlllll{ILr{II,I,! J,IIIIr.I.,.11lllllllr{I„1„ .•,Ills.! 111. . ,II.,!! !,!•il!IL!!!;!!,+!!. !!I!!!�i!. ;li I ! I!iii!I!Iifl,lillflifllllu!i!t1!!it!!!!!It!I!;!!•!il!!.!!I!.lr,rr irlf�I,rr,1f1 rl rllr,r.. r�l, I Ii� ! . llrr,r,•!!I ! rl,l 1f, rr,!! .I1 .rrr r., ,rrrrrrr rrr. .r r ;:;•� ,zap E+OUIPMENT SCHEDULE 2A. Goffoo 15W weber, apociai Rocoptdc'e r h d To lMdL Of lease Cabiroot, 'To Panel $E' 960. 2C- coffee Carlyder, Recoptaclo Mtd To E3a(* OF We* ,--abine't, To Pani *A' 1118. n 4A,. FC-Z Madhirwi3r, Special Rscapucle Mrd To WCk Of 1560e 1r� --- --� r--- - Cabinet, To Panel se' 'S)I, 'A'04. 6. Alrpat C:c:lies lSrewar, Recoptacls Mtd To back Oi' 9 Mws►e -_ Cabinet, To Panel $A' s'T16. 5A. Ica "got Machine, )unr-tlon 5oxes r ltd To LAck CN 4 L _ �_ j 1 I iSaoe Cabinet, To Panel sE' N6,10 I �1TI�TY I) I I C20) 33I1116,45ATICIN r.ONTRJLrylu ,irrs. 5A �� 15441 b I I bb. Remote ConC7aneer C..onract Via ice l"Jtrggst m3 O � I I AR1 � � � I -� = I r w I ! ?4 � C. l..� se J __ !LL I bC. h3arvsrage Dlspenew RscsgatM�le Mtn;+ To Dse�1. �.ab�wat, `/ 34 L- I To Panel •A' N8,30� it �II II E�41�� 32 = -� I f J ( I r _ _ _ _. I U. Automatic Tollor Machine, I�:Irptaeld f"ttd Mr 1�[o�r, To Partti C22 __. --- -- I U _ - - - -- - - - -- - - -- - .__ ___El Aa1 _ A T I s i Irl !.ar twl o to ._____ 1 ��r---- 14. Water Filtration t3ystoRw, Junction [sox MtcJ At Cis v - - - - - - - - - - - - 21 45 - RT-1 I Maks Raquirsd Corrections, To Panni •A' 040. 1A II GC l x I i I I <31>I / / �,.' � '�A `� 2C yA II 0��• I A r31,39�41��\ I li. Cooler Ll�la � Neaatar, ,dx�ctlon !.°!ox Mica AtY�.rvee r..oc�ier, To I 24 / III 2? I \ Panel AA' 020. � i I a , i 4 I III Awl ! 21. Gapp►�ccsno/+dot Ghcxlolate Maker. Receptacle Mrxr�hrd .At 22 15 840, ( -- - i 6 ---i I 25 I _ f '- - I 42" AFF, To Panel OA, *22 , ! s 21 ? - - ! �F- �R O _ 1 1 I 20. F;"462or Lights And Heater, Air+ctlon f°ox 1"1c►u Agaid Above F•eezer- To Panel 'A', M2. i t 21 21 I 29. Not used. E441 26 ! Ii I h _ Ib , GS T I T l 10 ? I I 30, Not used. . I I IRT 1 _ D032 _ C ) I N3 1 ( I D6 06A I 31. Cooler Condenser, G" Roof -- ---+-- 14 U L_ T __. �� I i I 32. Cooler Evaporator 11 ! 20 I I I I I I I ± I "ji ± I 33 Ice Maker w'bin, Junction Box Mtd At 18 Arf, To Panel AE I --- 5,�. Provide Intorconneetlrig Wire Bietwoor Ice Maker Arid Remote Condenser. f I I ! M �ZCN NDIF)jwx I i I 6 r I 3.3 Ica Maker Remote Ce7nderu oleo' <>1 Roof. - - -Q,,��,1� hh - t,�._� `__� I I 41b. Ml�owvo Oven, R�eca retie Mtd To 13aGc Of I°iaaa Gabl+wot, To FREEZER I I V 01 26 10 O CJ i b t0 I I -- Panel *A' 38 p Ari I A" Ari l A7 A" Q� A034, wP�E E _-- - r � _ ,. i L_ _� I f _ POWER FLOOR PLAN �>hcw�: -- �4 _ � 1/4' aT 01 NOTES FOR THIS DRAWING KEY NOTES 1 2 (Cont'd.) - KEY NOTES (D102, (Cont'd.) �0 1. All Roo ptacloe Shell 5o Mounted At 24' Aff tJnld*o Otherwise Noted Or Detailed 15 R�rnote Pump Shutoff See E10,01 a EdJO& For WlrlrwcJ, Provisions_ On Another Sheat. 4. W(remold a'TEX-630" Surface Mounted Raceway For Ca.mmunicatIons Erluipmwn And Fusl(rwg Equipment, (2) Two 2' Long W/4 leolated Gre_w.md Recaptaclers !n Each Eacrh 1h Provides 60A Fustic.) WP. DlsGorn,ac't With 50A Fuses 2. Contractor Shall Field Verify All Equipment Connactlem Typo* And Provide Appropriate RACASUay Shall Be Wired To (I) One Circuit In Panel 'C' 'i0 a 012 Sas E110g � Plug And Rsr..eptacle. Contractor le Rosponelb a For Making All Final CC)rrectiarle To For Mountkg NelgPt And Orientation Of R.ecewways it Provider I' C.:o+ lulte For Street Price! alclr Power. Sens Site Plan For Quantity. Equipment Provided 15y Others. Provide Two (2) 1' Conclults rbr Canopy Llghtlrwg And Hignage Circuits. 5. 60A, 2-Pole, Non-Fueed Disconnect Switch For 1.4terr ""ter (DNW), Circuit 'c) ;. Contractor Shall Pr'ovids Seal-Off Fittings At Each Welk-In Cooler And Freezer f EN3. Confirm Mount! Nes, . And I_oosation In Field 1 --' --- I n9 9h` Ib. Refer To FS Drawings And fae+rwalnlrwg ElsGtrle-,a. Drawings For Power And Cartrol r (`_- �----� -.�--------- -_~_ Penetration. . Wiring For Dlepone- re And Submersible Pumps. Refer To Electrical Sita Plein iE20I I I �r�ut.Q PRO It b. Duplex Convenience Receptacles, Mount At 48' Arr, Circuit To A042, For Otkwer loads Requiring Power Such A& Vt.s Llghting, Pwlblic T�slephcxls. Alr/Water EfR � 4. See °.5kimet E-15 For 41•ddItional Clrcult/Cecndult Informatlon, Statlorl, Etc. -•-� �' 1. Exhaust Fan For Toilet Room, 8M, 120V Circuit To LIgM, Fixturn. Fan Is °awwwit&Yed With Light. ( / 7110 SW FIR LC10F' / 19 Provide 1' PVC C.ondult F-,am Satellite Dleh (fin Roof To DDS 1`h�slG Receiving Unit. S T[ 140 RtcoN 8. Provicf� At Tolephorlo 5ad4board A Square 'D' "C21GTA Ground [5ar Run 1�1i Lars ( Reefer To Ar,:hltectural Drawings For Exact Location. wORTLAl'Q, UNEii014 97&, •jr��'(w � Ground Conductor To Paul ding Ground- 5Q".H21].X875 r/�\_21.% Qe2 KEY NOTES A'0 Provide Cane (1) Quadraplex Rocoptacle For S.;tarcom Mastor Station, A46- FAX G0a598.88G9 14y J. QP 9. J-sox For 24VDC. Door &Vlkai Controlled At Cashlor Counter. Mount Power e"pply pilljinl3`lrir c11rr1irH-inc.com H NH�IANICAt aril EI EC fF#ICAI Sr51 E1Af. - I l.lnder' `Sales Counter And LeswAto Switch In Apron Of Side 9alos Counter. Clra.11t 21, Junction Dox. For Nand Drg4r, Circuit E012, EN4, EXPIRES 12 31 1. Wiromold •TEx-Ca,34NW t3urfaco Mow.rrtod Raceway For P,O,S. (Equipment, 2' Long W/4 i L c7+ 11�IDOCLWW NO"IRwSA�MIM w MAOM HOW ON AIN 70 valV If ai Al OF t+I �AIRZ 1 s o l a tool Ground Rseapta c bee, Each Ra cleave y Sha I I Contain (2) N2, (1) N2G And (1) i i 22. Woa tIrw p r oo f GF I Rlecept a c Io On Roo r, C(rcu I t To A1N6. "e!1 re,nenM IN caNlt�oe KA reel I Pftt-UN or MAOO M.AM rr Wa Ma rn II ei%* Isolated Ground And Shall 15o Wired To (1) One Circult In Panel 'C' 01-5 Odd 110. DUF lex RscA+teclo For Dwspley LleHln9, Mcxantod • 9' �r e�arerirAN v�W&Y � err �� a t�! �� w I i JW Only, In Addition (1) Quadraplex Convenience Receptacle Shall Be Provided At 23, TVSS Wall Moirted Sas E202, 15906, ESM � E1001. Wiwi Ns AW%IMntnwlrwCUMIW 11111,1104A.1W � `~ I I. W. A. dr'ouwl Inuwlt Manager, For 9tarMari. Equip t 10' x '1' ',4q, rete I I E 10174. I wx ' ?e1 s� oo N Each Location. Givadraplex Rewcoptaeles Shall hie! Wired -to (1) One Circuit C 9 q K'mo' 0 I n Irl Penal "D' Phase ''A" Only. E11iD5 Fbl Additional Racewe MGwxttl 1 y ye, ng 24. Provide ` oat Tracing For Evaporator C.-.or►dorwate L ne If Required. X LID Nwighte And Orientation Of Raceways 12- Provide Neat Tracing For Evapc�r•ator Condor*at.e Line If Required. 2,. !'lee�trica! C.�ontractox t°SF',,all Wlre BnwoF►e Detectors (Furnished [3y NvAG Contractor) FQUILON L.L.C. n 7 E.Ilromold •TEX-6.34700 6urfac�o Mow.lrwted Raceway For Security Equipment., 2` Long 1,11/ 113, Enectrlc Service CR, Me,tor, Main Overc�urrent 1"rotoction, And ?"sin Dis!r!Invtlon � pe,wsl. From ,c131, Wlra Low Voltage Control Wire Thrtlw.wgFw Gcxwtactor To Shut Dowwn a c 4 leolated Ground R.ecepteclos, Raceway ShAll Be Ored To (1) One Circ.ilt In Panel 'C' Panel. Refer FoM1 Singles Line Diagram - Power, E1tD7. I t3*,,ply Fan Upon berwing t3nwoks. PACIFIC NORTHWEST REGION V o p alb. See 15116?, For Mounting NoI� Arid Orientation Of Raceway. ;T ,tn n 14. 1-cwastlon OF W.A. Brcwn Cashlor Control Canter 5ses E1001 a E906 Foy Wiring __- 11°ravielons. ?e. Receptacle In Celllr►g For PUb1ic view Monitor. Gannett To Circuit � 0.t. POWER FLOOR PLAN 3. W(remold 'TEX-63000 6urfaco Mcunted RAc-swag For Video Equipment, 2' Long W/4 Isolated Gourd t,eclea, Racewe Shwall Be Wired To (1) One Circuit In Panel G 21, Receptacle In Face Of Cabl�+at For Gitee>st Freezer- y � ' I "�' 217 & 99W STARMART % See EIIQ3 For Mounting Nessght And t>lont.avon Of Raceway, I 2!I Cornact ►�,Ilat Trac.tng At Hose 15ibb Pipirwg. 1834 S. I. PACIFIC HIGHWAY [t JP 1999-OOSZb BEAVERTON9 OREGON :C 2000-00004ACID ALN BY: JW _,�,A I 1834 SW PACIFIC NW1' G�� dY. WPer`J►�►J- -_ AM9WM BY: J. r ,. ... ... -. - ..... ...n«.e ,k.4:.>...,,«.,...-:.p. <..... m,....r.v. =...,,,.Wa .. ....r• ..-.'q. r ,w.,�. .:H....ti«. . ......rr.en.,,..,., .,, ...._., .,...,.n. .-. .. ..e.... ..:.. , - .., _ .- ,,. �.•.-s+ .r-., t. ^.:. -h�v •m ,. '�. M1i,� , '.:,'..i �::". T°.,..�,t. u.-r 1. J��A��i�\ :�` I��' .1. ... .` .. a.•. : . u ..v. •ra... ., .e.. ,."� If this notice appears clearer than the JUN 1 Z 2000 document, the document is of marginal qualil�' ItiICI'c)ltilIIIe j I I 111 i I II ( II I 1(C�iIIIIiII; !i�!; !ill�l i ' I'I�I�III;f�I l I II. {Ij, { 1,ilili{ j,l I { I' ! ; ij ; ; 1T ! ,�I�.;Iliji;l I ! {I;:jiil{ijl(Iii{i , (i! I! I Illilj :{Ijillll I { Ij ±lljlj±ji i Il , �Ii 'I '1 INCH I MADE IN CHINA t - - - il t A / �- Ii - - 13 I: i 1ir� fl �� fi- • �1 I I illi II 1111111 11 1 11 Bill ill !ilii Iuin111 illilll ill ilnulu... I, I..... r ins it Hill I 111 II li+n1 U t I I "rl 111111 1 nil 1n1 I (n11111 lion nn1�n Unln1 hullnn n 1. „.' ..............I..1,. .I.. .1!1 !!1ji111I11111.:I1.1lIIIIIIi1.....1.11.,,L.111,. .•(Ili.lig,l(t.il11�1111!�111111u.!111111�11,,..11111,u11,1I i,. .,li�nn1n11.n�1111��1•�llunnnr,l, , . ,I 03 I I ...__ _TI ! 9 ...._ _ _ 9 101 I II -�(TYPJ E -(Dw- rI - -- a l01i a 011 a 011 a I a 411 a 421 a 011` — -2- n& _ - - - -- — A Tyra F S NL NL U r 4 iI / Dnl 423 b 013 b 013 b 413 b 013 b R3 b 023 M N,4 I I I 'r`o�rC�-- I _EER I - - r 04 � 415 c i c � c 0d5 c �1 c c 413 RIS x _ — �� --- 073 110 l�13 — I I 0 dn3 110 _e�3 0 M1 011123 _ -. - _ I --t T- -- _ .. IIT _. - D�I1 c 011 e �e !. Ballast Shall Be Electronic, Energy Saving, And Have A Maximum TND Of 15%. \ — B� �• 2. Fluorescent Lamp Models Elmsed On General Elerctrlc Cool White, Watt Mlsaws. 3. Exit $fens 3 A Thexmop:astic Woustng, Single Or Double Face, Universal Mount (Catling, Flat tlJell: Or End Mount), With Or Without IDirectional Arrow6lE drant(5) Denote Position B ces. Arrow 5(jM!ool On P ens D otee Orientation Of#Dlarectlona Ar•ows. C. Specified Unit is Available In Rod Letters Only. If Other Colors Are Required igy Local Authorities, E.G. To Provide Alternate. D. Mount On Wall 4" Above Door Frame. Confirm Mounting Nelght With Loca l Jur t�dictlon. Provide Sten Where Required Mount So Top Of Exlt Slgn Is Below Bottom Of Light �Ixture. 4. Canopy Lights Furnleheed By Texaco, Inetallsd !3y Contractor. LIGHTING AND POWER FLOOR PLAN 1/4 it 01 SCALE: E5�__ KEY NOTES ! 2 LIGHTING FIXTURE SCHEDULE NOTES FOR THIS DRAWING (� (� SY1`1BOL TYPE � DESt:.RIPTION VOLTS LAr1r8 r'IFR CATALOG 1VOTE6 1. All Lighting FixLres :shall Be Clrcultwd To Panel 'E' Except Where Noted. I r. Walk-In c:cic�ler Llc�hte Are 5v-,plied Dy Cooler Manufacturer. Mount °�wltch 2, Night Light 2'x4' Ley-In Fluor ewlit, 120V 3-F032WT8 Metakjx 2P3Cx-332536N-LE3-EMI 1. 2 18 Call Serol-Specular Louver. A. All Llghtlncl Flxturse Designated With The Letters 'W.' 2. Interior Lighting SwitcMaank e 2'x2' _ay-In Fluorescent, Shall Eye Night. Lighting Flxturws. B S Cell Semi-Specular Louver. QOV 2-FC�35UT8 I Metalux 2s'3G-2U6T833N-LE3-EB81 1. 2 3. Faecla Signage. -- ------ B. All Night. Ligltttng Shell 15a Clrculted To E36. 2'x4' Lay-In F!uorwscsr+t, A Junction Bo ss For Fascia Signage. Extension Or Circuits And � �' Acryilc Lena. �� 4-FO32TO) Metalux 2GP-440-A-!_E3-ED81 !, 2 C Night LIgF►ting Clrcult In Locally &wllC,lr3d Fixtures Shall Final Conracttons Dy Electrical Contractor. Exact Lor,sticrls Of -- - - ---- -- ---- '— RemaIn Unewitched. Signa And Rough-In Locations Shall 5e Field verified 1111th The 2'x4' Ley-In Fk�wwocA t, Contractor Prior To Installation. ® O Ite Lens. �� Z-�032UTd MetN;ux 2M-2U6TrgA-LE3-EB81 1. 2 a PR" 3 All Emsr leafier Fe!•:.ka Shall Be Wired 1n The Unswlteheel _ Leg Of The Lighting Clr,:ult 3er•vtrtg They Area, (tots That Most B. taclw Jun::t!on Boxes Shell Be Mount-.4d IM*Idw � Emergency Egress ®attesry — � U a 1�` _571 Glrculte Even Thoow With Local gwttc:•>•s ) Are Controlled War�ec"At I2'-0' (Unless Ct,lterwise Noted) Wien Penetrations Hiro �E Pack WrNsads, Long Life 120V 2-E Witt Ewiergi-Lite ME-5N/(2) EFI$ +---. _ --- � Contactors Inside The W.A. 5rown Cabinet And Thwat•ore � Wan For 81 Corvwctlons. � —. _4 ;.sad Batter , Ill output. 'eve Emer enc I-I s Must Be Wlrsd T„ TV,* (trcult 135resakwr 4 Narrow Fluoresceirtt Strip, SUITE 140 g y O 120V I-Fe032W & Metalux 5�1-140-Nes-LE3-EtSBI 12 PORTLANt), QHt(30N 91223 Z' t�k G. Use Flax Coredult From Ek-ix To 519n And 9ecura To Wall. RI Id Surface M"ted t,Oq,ry2p•7 r Akwmd Of The Contactor. If Permitted By Local (.;ode, Emwrgwnry 9 g ty-5 �( Condults Shall Be Ria•+ At Underside Of Roof Deck. --- -_-- - -__-. . ____ _-_--- . -- - _ _ ---___-- _-_.__ _.-.-._-- --_._ _ _- __.------- _ _._ ____ _---_-- - --- -- FAX fiU3.698.88[;9 14M Lighting Ma(- Be Commie-ted To The 'Night Light' Or T}oe Scottsdale P`'eewlws 8ymenatrlcal to k7lne(ul�rt��6-irec.rcrm c N,+<U e T 1 a e N (unGontre7lled) Clrc(,it.s In Panel V. Dlstrtbutlon, Dropped 20t3v 1-320 MN LSI SC-S-320-6MV-MT-11114T 4 I O.UiA V'41. Aik EI.E0911:AI !;Y%TEMS — — 4. Duplex R,�eeptacle For Fiber Optic Vlsplay Sign, Circuit To E435. Acrylic Lens, Uhte P'alntod Wntsh ExNM1Es 12-3r-00 e, 4• All Exit Signs &hall 5e C i rcu lted To E036 Confirm Mounting Ne t eht And L.',ca t l cin In Field. Co" Ape>M-turre I�c".essed tncandescwrrt Aid DOMAW AND'NE lr!'t�RM TM OCIM011W MAISrr MAIM TO MAW Mr;.DIM .Q,M pp 3 O O Wil to Trim MV, Optical Black 129PV 1-10M AIS Na to N 1'I�T-Ibe2?O18A rw r��to oor111IMM Fon"PlIft riwie OF 10ur�o aro,AND61M goo v 5. fro Not Shfires A Neutral On A Gonemon Pha6ee� Leg Aluminum CIlex Baffle. _ — -- w�►aoocr rS Lr =8NW. N ��rry r� � ox�rr,No+MewrOWA ir �� ,ro ey I Uj 5. Jur►e�tle�n Box For Star Logo. Circuit To E31. Confirm Mountirxj t-Iwie3.M. yy--�� eta" f�aund Open Trlm Downit9ht, 'm �,TM"=0 � w N And Location In Field. )-t 0 Prewired 120V I-75R R-3m Promos PII►!?I-T><JJi I O b. 13peakw Mcun.ed In Colling, I Ntlton Searles Se�wre L'M•or= HNd 1alL-Flr-40pSMV-Gt- ai v, 00 CS) Flat Law, 16' &oma Pole, Type 2"v 1-400 MN L81 MT-VOLT-21 5 E Q U I LO N L.L.C. 3, Famard 'Throw loeflector, ' T• Duplex tads For 9wcurlt Camera. '' IGaf �'.t Eech Location __�___ �_ __ _ -__-- -----_.___ ---_—_.-. _ ____.. ._. _._-- - -.___._._ __.__��_._._ ._._ ._—._- - --------- -.-_ - . ,.,, , C3 e ' '� y Seelf-Powered r'xtt Sign, LED La«,p., Fw�,I IC NORTHWEST REGION }, ; Mounted Above Calling. Circuit To COW � 1�51aric tsruehed Aluminum race w LL_ o o I 12PJv Included EtNer91-Lite LSEDr-xN-R 3 1 I fern tt iveersa t. - - _-_ .__ _ _-___--.__-- _ LIGHTING FLOOR PLAN 21. 7 & 99W S TARMAR'T- _ - 1834 S.W. PACIFIC HIGHIIAY i1UP 1099-00526 BEAVERTON, OREGON _ MEC 2000-00004 1834 SW PACIFIC 11WY . —__ t�au�►I Bir J�.o l Dett� _----------------_- 2�'AIK� -- --- _-- PG 57 of 62 APPROVED - - � Y up ' ..r..w�prw.n�..,rwn....-•..,a«w.. ...q,,...w�...+rww.�r+..w...,,ww•..r�••.•w,w.w.wn�stq.w+.^r•!ti...-..-•+TF�wM�+++M++�wNFiMR�re`A.Mn-+�/.Elm?r-M�1MMiM�rtT .�• -•». +f^� '�"+^`^.+^ .. • `/ If this notice n > )errs clr`.u•er• �►,rn tl'r � .. , JUN 0 T 2000 cement the document is of mat nral c nulity. It i nilcrofiln�cd T11�1111�1 ill ;e1111Il�1ll,l FiTill! 0lllllijl I1 � I i� ,il; [ ! ,� I I� I ! i iI=1177 11 It41, I ! 1 1 111M IIIb I ! { ; mill ; I I I I i i j I , i i I elji I Iji ijlj �i Ill mill ; ItNCN MWF a a+e_N„ _ - ,. !IIIA III�II I III, I Il:,li.!!r.,lll ,I,I LIII�I!! !!!!j!r!! I!!iI!!!! ;;!;��;IIIII!!;l!lill;lr ,i;; ;;;�!I!� !,!�!!rle�n,l!t!�� ! ! !I! !±I ;!;;I,! !!�!!!! !!!�.•IUI!•!I!!� ; I� „�. 1 f �..., .II :I .,{! II !.I{ ., IIII�II� ! .I. ,�' .. :� I! .I . •,. .I IINI ilE Illi IIIIiI I! ill i nee,e a„will .ail .I �• �rN1r��1 �,� .n.. n�,�� , , , .0 ^�-�— -, I NOTES FOR THIS DRAWING �A&41 R CONTROL CENTER ro net rats ewe do- 40 Li - y I i(-- 5TANDARv REMOTE - E - E eeioaw:»rw-no► .:t+a ..a- _ eltA etMoutt.aur ueeu•;e►ee�• J FUEL SHUTDOWN SWITCH -" --1 ( I 1. The W.A. Brown Dlspeneer Manage• is Inetalletlyd by the Elettctrleel - - .- �� ( Contractor and furnished by the Owrw w or els specified. I{ � -� U �------ This control Ariel Inciuicle6 all contactors ansa dls er InUE1- 400 �.� � I 'It�T.VFC� M � � p pettnp pw'"r F3SH►JlDCXiN N I 09VICS N LMATW ole 4 suk;nnaerelble pump controls. Pilot lights, ewitc*Nas, and ' ---a' I L> trc &CP AU r►c terminal strlre are proin6ta l led and Interna l l! pret,jlred. TLA- _ All circuit bre ak4erre, all6pensear arra submerlrsibles pump controls, i 41 gyp v N^ I and emar st controls are rewired to terminal •tri s 00 Q CO) ( o r0 ' at the top or bottom of the cabinet. All nelutrell bort ar�lp • • I ® -- _-__ ® -_ - j round bars are furnished with the s stem. (4� Rat.twT l.lr.w.6 -- v' 0 fell Sim i Refer to W.A. Brown drawings for termination points. -„ p , STANDARD INNG DETAlL._i ( I I ( I rgy p«y I _ _ I I I I l L� `- _= -�, I 2 Adlsrrepancy beatween these documents and the shop drawings C COWAC1 I �I NO cT1+c�No �,�^�c �+o♦c I must Immed!ately be brought t0 the attention Of the Englne'ar, 14 Tres .•M ( • • • • i • • i • • • • ILL -- - -' --- - - -- _ _—_ elr�le►anIMLlplatia rANKMoIwroR I � I I I I ( I I 3, liJtrea size of brenrl••1 e1rGJlte shell be minimum 012 .11J1.'s; but no I � -_ ,L,�111., Iit I 1 1 I lose thar: permitted by the NEC for specified overcurrent protection. L I I I i I I I 4. Unless noted otherwise, wiring shown solid Is field Installed, and I r r I �-- 010t III I I I wiring shown dashed Is factory Installed by W.A. Brown. yro»,•„41-ft,,0QK 5. Cashier control center (contalr* emerge rcy stupe, reset switch, __ ._ __ __ _ - - _ _ -*-To rr-�,0e 7 J40M FOLLOW KRINSICALAY SW and a larm6 ) and auxl llar amar enc et 6 aro t--n4had b I ( I aArH TO ►� y 9 y � y ( W brown, installed by the E l::ctr Ica l Contractor, c:Ael►►+��a / �� b. The W.A. BrCiuM'1 Dlepeneter Manager le UL_ listed,I�'KJ t MAN 1e i I ALAIRM OW0 AL POWN Its 6.4rrr>CAJ,4 TERMINAL_ STRIP LOCATED TANG r+oW00 ALLAY+ I ft"C-A "Q , tr913°F; }+R`�i' _ P4V- ,errs► AMT ' �'—` IN 01 R 1° 1. Electrical Contractor muni terminate all Contrc7ll�Ic1 branch c!reul+s - - esti tux. g _ k - C,ONTRDL9 !'kCTION i 4 control wiring at teanrtlnral strips I The control circuit from the tank mon:tor, bend hence the `-- - ---------' D!6pen6ar Manager power circ ilt, must be on the same asee TO Dlbr , WCONTROLS, LOCATED as the dispenser power circuits. 1 � `--- g. verify avaliablllty of source power Clrcult bresllkat' with Oux,er's CONTACTS FOR LIGHTING representative in fl&ld. (_-,00rexiates service Interruptions with NQTF,c$.' )REMOTE 15'Y PA'S,9 3WITG1-1 _N Q!E Owneer'es representative In feria I - THE FRC7NT OF E -IGH WDA. DROWN CABINFT N418 'PUMP RUN S'ATUS' PIL_C)T LIGH1'5, I - EAC44 F.E PETRO 'IST-I/FC' SYTEM MUST RECEIVE C;, NSTANT POWER FROM Fel - CONTACTORt3. THIS IS DONE tLjITi4 AN EMERd i NCY 9r-�UN SOTCH, AND A RESET SWITCH FACTORY INSTALLED JUMPERS 15ETu1FEN TERMNAL9 'LP', '15', '28', '3115' '415' pQ PjQT REMOvE THESE J(2-IPER9 10 All work shall be in strict accordance with the NEC. WHEN USING THE 'LIt-1E PFZE65l.LRE' OR 'PUMP SHUTDOWN' OPTION- 2 - TH': FUEL 5HUTDOUN FL CTION D15Cc7NNEGT5 POWER TO ALL PUMPS AND AL_L II °xubmesr'elble pump power wlring must be 010 AWG A eelparate;r 010 DI=,7-1qiNSERS (BOTH NOT AND NEUTRAL GONDUCTORS.' 2 - ALL L ,7TTED LINE°u REPRESENT FIELD WIRING, AND ALL SOLID LINE° REPRE5ENT FACTORY WIRING. IF THE 'IST-vF'G' ground conductor must be rur, frtxn -scki pump to the Dispenser 3 - ADDITIOI JAL. IR«EMOTE °SHUTDOWNS ARE AVklLADLE (IE OUTDOOR AND CASHIER LOCATIONS), i 'REMOTE MOUNTED ALL WIRING 15 DASHED OR FIELD WIRING Manager ground bar WIRING FOR '.•HESE 16 SHOWN ARE SNOUN ABOVE. 3 - WIRING 9HOUN DASHED 18 FIELD INSTALLED 15Y THE r,ONTRACTOR 4 - FUEL 9HUT'DOWN CONTACTORS FURNISHED/INSTALLED BY WA. 15ROUN. 4 - REFER TO 'TLS-350' MANUAL FOR PROPER WIRE SIZES AND OTHER SPEGIFrCATIONS. 5 - DETAIL 1,4 18 AN EXAMPLE OF OPTIONAL WIRING WHEN A TV55 SYSTEM At2 TANK MQ!`;ITOR 5 - THE 'TLS-350' IS TY PIC-ALLY MOUNTED OUTSIDE THE W.A 5R+OlLN ENCLOSURE ON AN ADJACENT WALL. i ALARM PILOT LIGHT ARE USED. OT►-IERWl3E iUBE STANDARD WIRING SCHCME. 6 - THE 'TL6-35I0' SWC,4 N 19 FOR 'PUMP S+-4UTDOUN' (RELAY COAD' ONLY. FOR 'LINE PRE&SURE' 5YSTEM5 CALL WAJ51V4XX I ! 6 - ALL FIELD WIRING TEI MINALS MUST BE WIRED WITH A MINIMUM INSULATION RATING OF 60'C IF C!RGUIT 16 RATEDI 1 - WIRING SHOWN DASHED 18 FIELD INSTALLED BY THE ELECTRICAL CONT YkACTOR, L_3S THAN 100 APPS OR A NINIMU'9 INSULATION RATING OF 15'C IC CIWCUIT IS RATED OVER 100 AMPS. CASHIER CONTROL CENTER WIRING �- TANK. MONITORING SYSTEMS WITH F.E. PETRO 00 ro DIflF Ft 1 e . s010, 3/4'C. from switched neutral circuit breaker for 2012, 3/4'C TEtal••1M+AL BTRIR LOCATED Tank --ON IN DlPif'tNSER/T'tl-tP die on6ar (t )ca . be - - - - - / eaNTROLe SECTION. p � l) U '' monitoring Cashier for two (2) disparsere '►yste m Ge^�trrol i eri 2"10, 3/4'G. from circuit 1 i =i z - ,--+c�.,•,, Si� � I_..k•.,�„•�J, � D��iF�Fr•LbFr.7- _- __--- breaker f- submersibleDATA INTERFACEbreaker (typical) --2014, 1.146, 3/4'C. DISPENSER I D'5PEN5ER ? from available! dedicated \ \ I ISA-1P circuit breaker I 1-106E A HG'f3E B HOeE A Hc7tSE B c sea note) for Dispenser _ Mapiager power. ! M IN IMU'1 coo m (/ 012 AWG � Q1 � I I -2M2__2•12a, 3/4'C UJ.A. Brown Diaperear Ilanaeer 12 C w _ 014, 3/4 , DM D 4p' ---�---- I I I 1 I I i ! ►-- ►-- . I 2 3 4 I I I Submesrslb!a pumps convent lona l mtvcs > > 2010, 1010G., 3/4'C: — � 3014, 3/4'C (DC) I I I III ( I 0 9 I I To 208v 10 5012 1010G. 1'C (AC) , ly e I submersible pumps . ! Tc Island - ,- ►' _ ____ I I ; ypdie ensar (typical) 2012, 3/ 4'C la either 4, 6, or $ To remote mreSrgancy depe ndinee. an number I _ - shutdown puAl-button elf` C,'118pe?►'19Qr8 519 'DC' WIRING I (} P0, ____ .— � ' •1+1 AWG -----• - �.— _... �_--- -— --_.-�G�d: 12-07-W V,`� �,��C!I NFI®CALl�iDISPENSER MANAGER WIRING DIAGRAM - -_ �, A9 - - - ___ __ - -_-__jMS �,,, .I NOW p AI9 DISPENSER 01 ®9 SIN j coat-co j I ,11a 7l AN(), OpEl3CiN 8 I ty fP?.62U./t P919 � VAY FM-609A156 f 4 __ 11r1Cit rirtyk�meta 'r+r,^�, r, U N 9 u L r 1 N a EN L,I N! W 04ei t��T -S: h�_c=..I-� � IFI .Ce�PI►e� _ �a-��-o� cr ',v� 0 O 0 0 rise ooctle M AM Tie!0eroeUarIM MfrAfM"WO srtATM Tea,eeAoo e)C•li m►y101'INI I or 111111111111M)W.AM 1 - WIRING 15 TYPICAL OF ALL DISPEN5ER8 I0;OUND C7NDUCTC)R ('012 AWC9) MUST ALSO SE RUN FROM EAt:_H D!SPEN3ER HNO WMF►Wei►e��ooee►WaNca�roee110�lr�nwAt7�;�ar�e�o•ec Nonll AlO Nc�I�at�r U 01 I I I I I F Ubdlno ►1a�Mn e7rr W" I � ,� "c �oolr-A-M-1 rsaP6 NQ YM� cn TO THE GiROIAND BAR OF THE D13P£NSER/1'-'U'1P CONTROL PANEL. p� � {� Li l , O i i + i a'rgcrlCM No.INA?TM ooa�lr�w L!HE D3�eX7 IM GM�`f iIr1E f9�1+r1► I 00 2 - D15PE1NSER 'AC;' (POWER) AND 'DC' (DATA) MUST BE RUN IN SEPEW.TE Ce')NDUITS. 14C' WIRING 15 012 AtLIG MINIMUM, 'DC' C] LYAUn ess1M)V( eACOM c) I Ci WIRING 1°,5 014 AUKS. O I — I 3 - SEE DISPENSER IN>`iTALLATION C)IArGF�AMB FOR TERMINATIONLABELING- - EQUIJLON L.L.C. c, n A - ALL FIELD WIRING TEFVINAL_B MUST BE WIRED WITH A MINIMUM INt3ULA710N RATING C)F 60*C- IF CIRCUIT Ig RATED LFf58 THAN PACIFIC NORTHWEST REGION 100 AMPS OR A MINIMI,IM INSULATION RAT;NG OF 1S C. IC CIRCUIT 15 RATED OVER IPSO Aft ° CLCD 5 - FACTORY IP45TALLEi' JUMPER ON TEWINAL13 'Di-D!', 'D2-D2' MUST REMAIN IN PLACE L)tlRIN ; NC.)IWAL OPERATION. REMOVING se ip 1()()()-00526 TH18 JL,P'1PER AND I1111RINCs INTO A 'PAN t31 N R' bY3TEM PRx7vIDE9 INDIVIDUAL 51•1UTDOUN OF EACH D18PFN6Et� W.A.� BROWN DISPENSER MOR DETAILS MEC C 2000-00004 119.34 5W PACIFIC HWY 6 - l'JIIRINCO 31-IUU.N r>A644ED IS r-IELD INSTALLED 15Y THE ELECTRICAL CONTRACTOR 217 & 99W STARMART � -- 183.4 S.W. PACIFIC HIGHWAY ! 1�c� SR of 62 BEAVERTON, OREGON - 1 We UM DISPENSER WIRING i �CA�' DISPENSED MANAGER SCALE Ea C.F•1E(�CED B1'. A of N oft APfNO Y: WJF' 1d9t Na E-6 '. .................._»-......,.mow�.wyw++�r� .x.-.....,.».�-+.».,�,..►y!"+rn,r+lrr+.•,...r,*q._.�_,..,.. ..+++M+-.,.... .. _,. _..__ ... . .......-em�wwtw�M?�I!e�a�u'.nT..,n.,q..-.....rs + .. .,..�4hIM.n,,n. -.... .,.,........r... .�, .., ... ....-.+.p...... .. .. _ _. _. - ..... .. _._»........- ..__ ..... .._. ..... _... .... _....._ _.__.,... .._... ._ .w.+r+n.e�wtRrs.ce�...... •.^a.♦t.. If Ihis notice appears dearer then the JUN 0 1 2000 document, lire tlocument is of 111,11 11 (lu;llil). Illll l'tlll�llll'(I ,� !�II !�! � i� ! ;fli► i ;! Ijlj! i I�I�I� I I�(�I 1...��i1'I CH ! jl�Illllllj!! , `ii II Iliil iiijl ;ili II , � IIljl;lli Ijl!II!'li !Ijl I! Ij � i Iil!ji !1111! I ! I I I I i s if l._ j I I i INI MADE IN G. INA ' Off i a •_R -- -1- - 9- ;- -9 I liill i II11 liiiiii I I II ii i 'ill+il'i ii++l 1+'I+iill+i+ iiiii+iii i+ l�n.liiil n++I iiia 1111) line it U 'I:' ! i u++I „ �n+l, , n+l + u i I,+++!+++il+++i1�+u ,+�+I+i+ 1,+ ,i n iil+� NOTES FOR THIS DRAWING 1. Any Discrepancy Between These Documcsnt6 And The Shop Drawings Must Immedlately Be POLE�Ac� Brought To The Attention Of The Engineer I MCUNTED TR.048FOR"1ER ?. Not Used i 3. Were Size Of Branch Circulte Shall Be Minimum 012 AWG, But No Leve Than Permitted By The PANEL MDP 2VOY/12®v, 3•, 411 I NEC For Specified Overcurrent Protection. I AvAIiADLi: �M 4. Unless Noted Otherwise, Wiring Shown Solid is Field Installed, And Wiring Shown Daib''1ed 1e F,e>UL T CI.IRRE N T Factory Installed By W.A. Brown. I S"A I 5. Not Used 3 i I h. Submarsible Pump Power Wiring Must Be MOAWG. A Separate IMO A.G Ground Conductor f i"iuet Be Run From Each Pump To The Panel 'D' Ground Sar. 7. Tv55 Box 16 Furnished As Part Of The W.A. Brown Pac"53a, It Shall Ba Installed By The 225A • 225A 225A 225A bmA + Electrical Contractor Within Ten Linear Feet ( 10') Of Wire Of Panel 'MC,P'. See EW2 4 Ei001- 3P ) 3P ) 3P ) 3P 3P ) I I 6. Not Ubeid I- -- --- _.- _- _- ---- --- --- - — --- 04/0,4�►4/m, - 4/m, -- 504 9. Not Used 11� 2 1/2 C 2 Irl' C Ise'-r'D" max. 1 1/4' G Z. 411 Branch Circuits For Panel 'C' Loads Sha I I Include A Ground Wire And An Isolated Ground Wire, -- - - - r- - Each BC. Circuit In its Own Conduit. The Isolated Ground Wire Shall e o nected To The Panel 'C' PANEL P4WL PANEL ---_______ POWER --___-- PANEL I PavEL - Isolated Ground Bar. A, D, C. C•GND D, 'E' 9DM L �_______._J bDM - 11, A variety Of Main Grounding Methodti . __-._._ ___._ ___..____ Ore Indicated. Method(5) SII Be In Accordencs ---- Surge With Local Raquirements. Electrical Contractor ahaII Perform A Fal; Of Potential Teat To WA. Brown Clrcult Manager (Food Mart) iDivisio Ensure A Maximum Earth Csround Resistance Of '25 Ohms A6 Required By The NEC. le 12. Not Used _- __ ._ _.,,_____ _ _.__ ._._.___ ..- --_-_. _ .- -_- -- - __.__ _. _- _ _ -- -- ' • --- __ ,_ 13 Parallel Rung Of Conductors With Equal Or G eatsr Tata► A pacityAreAcceptable. yR 1-. _7 SINGLE LINE DIAGRAM PO ENCALEE OZ 012 G- a C -_D U ATER MAIN CARE C OPPE R GROUND ` M 0 ! IG Exothermic weld (typ) BARE COPPER CiROUND TYPICAL lG RECEPTACLE - LOAD SUMMARY — MDP FORPANEL 'G' — — -�- ---- --- - — -- -- ---_____.-- ----- - -- -- ----._..— —. —_ LOAD TYPE TOTAL PANE1_ LIGHTS RF_CEPT HEATING KITCHEN EQUIP MOTORS MISC. _ A 0 1,980 0 0 57,710 0 0 59 690 VA 6¢�0 K.U�t!L SEl�vlCE NEUTRAL —--- -- - <? > g%8"�I(1)' GND RODS minlmx�m B 35 070 0 0 0 0 0 0 x5,070 VA -O2 Imbedded in concrete -_ -- _—.�— D 0 0 0 0 8-14-80 9 C00 6,486 23,960 VA - E 7,010 360 0 0 30,920 15,912 0 54,202 VA RTU-1 12.000 3,040 15,840 VA PANEL MD4- �-- — - _ RTU-2 12,000 3840 15,840 VA TOTAL 42,0E10 2,340 24,000 0 97,110 32,592 6,480 204,602 VA CODE FACTOR 1 ,25 _ • 1.00 1.00 1 •• 1 CODE LOAD 52,600 2,340 24,000 u 97.110 33,342 6,480 215,872 VA _-- _---�-- ----- -� - -B� SERI LARGEST MOTOR LOCATED ON PANEL' D 1,000 GROUND PAIL F A EL PANEL PANEL PANEL �/� DAME * 10 KVA + 50% OF BALANCE 800 A 120/208V, 3 PH, 4 WIRE 2m' ®ARF •4 BARE Ct—! R A' B 'E --_- " 125° OF LARGEST MOTOR + 1007E OF EA ANCL LIFER GROUND IN FOOTING BARE COPPER GROUND TO BUILDING STEEL WA. Brown Circuit Manager (Food Mart) LOAD CALCULATIONS FOR MAIN DISTRIBUTION SWITCHBOARD SCALE: E7 - E7 NONE 03 SCAL SINGLE LINE DIAGRAM - GROUNDING NONE __1 NONE 01 PRO Wdated 1 ��, N F o'2wF�` 11U SW (M 1.0C)P / t ',lM1E 14i; � JiTI.ANU, 04EG(1N y7223 Ji nRE"t;n -t ' a� Ciq;'i.GA9.89Q9 /AM J. P*� ranr�inwaKir�tnu;+ �r.c,Cutn c u 9 t. T 1 I G [ 1 CEV RES 17-31-00 U' TM OOCIVIIINR A/0 TK MdNIM M 00WAND i UNN INIATt1010 0"l�fY V MV406 we 111IMN►iJRAiW N OOMp !yHV lIM�M1R41IA p��11�A00 1O MtD �T, ' 0NT now T �M�,7PISMUM5 oI/INTNo bWARI M f`J I IN CNAMLj III�710 AM MAT MCl�W11 ML R ISA N A'f@ OD N� l7 Al/1FID11IM/Y TBl{A00 NC O ! rD x co 2 EQUILON L.L.C. In C- PACIFIC NORTHWEST REGION 4D >c 0 O `- ° " W.A. BROWN WIRING DIAGRAMS 217 & 99W STARMART fit 11' 1999-00526 1834 S.W. PACIFIC I:'tIGHWAY tii1 (' 2000-00004 i BEAVERTON, OREGON 11 N34 SW I'ACIF'IC HWY P , 59 rl 62 CAE(XED *Ys uip ,r. a � o � up � Nth, , ._.. ,- ...r. .., ,.. . .. ...�.. ... -. ,. . ,... - .., ,. .-... ., .. ..�.. ,. ,.,, ... .. . ,,. -_ .. ...M .... � .. .,,.. .. ....pro.„.... moo... .. ,._. -...... _ _... .. -. -. _ ._...__..... _.._. .._..-.__....._... .__. ...._.. .. ....... .. ..._.. .._.. _. - .,. . If this notice JUN c Icarer (11.111 Ibe JUN 2000 V�ctjn;wnt, the document is ofmar ,,in;11 1tm it�-t. I ;� 1!� i ll1!111 i ii, , �if ff ctt I MADF. 1N CHINA __11,,,,111 I I ra NOTES FOR THE W.A. BROWN BYSTEM 1 . The W.A. Brown Electrical Distribution And Control Panel Is Installed By Tnw Electrical PANM I-RCHET)ULF PANEL h%HED= Contractor And Furnished By The Owner. A MKE At ASSOCATIVi. INC lhharffm RAML B MKE & ASSOCAATES, INC, This Control Panel Includes All Square 'D' Pantellboard6, 5roakare, Lighting Contactors, Controle, Dleperiser, And Sikmeil-61L-la Pump Controls. Pilot L= 208 0111r: 208 Llehte, Switches, Terminal 5trIp6, And Panel 'C' Power Conditioner Are y yo Plum VIM Ed-AAUM Proln6talled And !ntarnaN Prewired. 120/206 3 225A Mcg 208/120 3 4 225A MLO All Circult Brsakor6, LIQhtIne Control* With 59pa6b 5w[tc*-06, DiWamor Arid4 5ubmerelble Bump Controls, And Remote Emergency Stop Controls Are TA W? 09. A 9 C 62. A& ft. I/A Prewired To Terminal Strlp6 At The Top Or 5cttom Of The Cabinet. All RTU-1 5260 50/3 141 2 20/1 SPARE SPARE 20/1 1 2 20/2 465 YARD LIGHTS I Nautrai Bars And Ground Bars Are Furnl6eled LL-Itki The 54j6tam, A Special 0 52W 03 4 20/1 50 CONCEPT MODULE 5 SPARE 20/1 3 4 0 465 1 leolated Ground Bar le Furnished With Panel C'. 0 also 20/1 SPARE SPARE 20/1 5 y a 20/2 465 YARD LIGHTS I Refer To W.A. Brown Shop DrawlnQ6 For Termination Pointe. SPARE 210/1 1 20/1 so 1141TENCOM MASTER SPARE 20/1 7 a 0 "5 0 1 For Tedlrical Information On The LUABrowin Cabinet, Call SPAM 20/1 9 10 20/1 SPAM SPARE 20/1 9 to 20/2 445 YAW UGHTS I SPARE 20/1 11 • 12 20/1 700 FREEZER DOOR L/H 5 SPARE j0/1 11 • 12 0 46 5 0 1 'Yard SPARE 2011 13 20/1 190 ELECTRIC DOOR STRIKE 5 1 BM FASCIA law 20/1 13 • 14 20/1 SPARE 2. Electrical Contractor Shall Balance The Load On Each Flfo6e Lee Using The Uroj6tsd SPARE 2011 15 16 -0/1 ow ROOFTOP RECEP. 2 1 8LOG FASCIA law 20/1 15 16 20/1 SPAM I Llehts', 'Canopy LJohta", And 5ulIdIrQ 61gnaee Circuits (5t8gine Within Similar 5ulldinQ S4101111 WINDOW law 20/1 17 • is 20/1 1800 BEVEIVAE DISPEN" 5 1 KDO FASCIA law 20/1 17 is 20/1 SPARE Functions). 5** Lt-1-5C Detail this Sheet To Determine Building Functions. SHOW wo-v low 20/1 19 • 20 20/1 1000 COOL.ER 0004 VH 5 1 ft-OG FASCIA low 20/1 19 • Io 20/2 1140 CANOPY DOWN LTG I SHOW WIN" low 20/1 21 22 20/1 law CAPPUCINO/HOT CHOC. 5 1 BLDG FASCIA law 20/1 21 22 0 1140 CANOPY DOWN LTG I -- - I - 3. Caahler Control Celnter (Containe Emargarlc� 5tOP6, "6*t Switch, Alarme And Lighting Override SHOW WINDOW low 20/1 23 0 24 -o/I SPAM I 8LDG FASCIA 1800 20/1 2.3 24 201/2 1140 CANOPY DOWN LTIG I 5,wltch), Auxiliary EmerQanc� Stops, And Light 5aneor Are Furnlehad 5� W-A. Brown, Installed 3 scow WINDOW 1400 20/1 25 2b 20/1 1900 MRPOT emu BMW 5 1 HIGH RISE SIGN 1200 2011 25 26 0 1140 CANOPY DOWN LTG 1 259 The Electrical Contractor. RECEP, W 20/1 27 28 20/1 1200 OC"U GRIMM 5 1 HIGH RISE SIGN 1200 20/1 27 28 2011 1920 CA40PY BAND LTG I SPARE 20/1 29 30 20/1 1800 BEVERAGE 00PIElill" 5 1 PRIMARY i.D SO4 1200 2011 29 30 20/1 fS."O CANOPY BAND LTG I 5 DIXT SMOKE DET. 670 'ap 31 32 20/1 SPARE SPARE 20/1 31 4. 7he W.A. Brown Circuit "lanager It, UL Standard .51 1920 CANIOPY BAND LTG 1 44 16 22,01)0 AIC Stand Alone is 10000- �41gher Ratings Ore Ot)talnad 5� Series oRatinQ With Feader 5roaker. SPARE 24/1 -13 • 34 20/1 1800 SHOW WINDOW 5 1 PRIMARY 1.1) SIOGN 12W 20/1 33 • 34 zo/l 1920 CANOPY SKM I SPAK 2011 M 36 20/11800 SHOW Willem 5 SPARE 20/1 36 36 20/1 1920 CANOPY S906 I Contractor Shall VerlFV Available Fault Current AnjaService 0-orac.terlstic© With Local Utl ItV I RTU-22 5260 50/3 31 • 3a 20/1 61010 MCRONAW 5 SPARE 0 20/1 37 is 20/1 1920 CANOPY SKINS I Gompany Prior To Gon6tructlon. 5 • 5260 111 30 40 20/1 540 FILTER ALARM 5 20/1 39 • 40 20/1 SPARE 42 20/1 SQ cuw. RECEP. 2 20/ 1 41 42 2011 6010 WAD LTG CONTROLS* I 52W 1 1 5. The W.A. Brown Circuit Manager UJIII Be Shipped In Sectionia On A Falls'. 4 Bolted Toewthw At The Job5lte. Coordinate With The General Contractor• n" in" R" TDAj- Ocv ZAC= 1OWL1W J"CL COM Nal ELA kJ" Ex.r. FACM 0 0 0 0 125 0 1. LJGKTS: 11,660 11,910 11,310 35,070 125 43,838 lio. Electrical Cortractor Must Terminate All Controlled Branch Circuits 4 ConLn:%! Wiring At The 2 KCEPTACLE, 0 1,440 W 1.980 0 1.960 2 RECEPTACLE.- 0 a 0 0 0 Terminal Strips At The Top Of The W.A. Brown Cabinet. Branch Circuits For Uncontrolled .3 HEATM0 0 0 0 1,00 0 3 HEATING: 0 0 0 0 100 0 I I-oads Connect Dlrectly To Reepective Circuit Breakers In The Panels. 4 l,,JTCt4EK 0 0 0 0 1.00 0 4. KITCHEN. 0 0 0 0 1 00 U 5 LQUIPMEN't 19.150 18.240 20.320 57.710 100 57.710 5 LWPUENI 0 0 0 0 1 00 0 Locate Outdoor Light 5ansor On Roof Facing North. Light 5weor Control Wiring Furnished As 6 MOTnRS 0 0 u 0 0 6 MOTORS 0 0 0 0 0* 0 I Part Of The W. A. Brown Package. 7 Mrsc 0 0 0 0 100 0 7 MISC 0 0 C 0 100 0 TOTAL (VA) 11139 IUM 24L000 59-690 TOTAL (VA) 11-31 10-07 LiG"TING MANASER 5-C., 4 CONTACTOR SCHEDULE Contactor Control Circuit Breaker Controll Light Level Laws= MOTOR. I Isa CODE DO"NII: 166 A IARG&RT MMR: 0 VA TOTAL LOAD- 97 A CODL DEMAJOID 122 - F, -------- -T Load Dir.6cription 66 t t Ine 0 VA TOTAL LOAD: Number Cl"OrIndl Ll L2 L3 L4 Ill KrrCHLN LWIPM1,1`41 Q KITH LQVIPMLW ___..-4-_- --....._--.. _-- NOTTS NOTES 15-13 15-0 5-11 a 15-11 • FIRST 10 KVA * WX Of TINE BALANCE • FIRST 10 KVA + 507E OF THE BALAWE CONTRO111D Clowairl's (EXCEPT 5-23 15-29 111111-21 151u11dk18, Pgkx% Fasold 644 125% Of THE LARGEST MOTOR 1`4 BALANCE t 125% OF THE LA CES_T MOTOR + THE ak.AKE 3 1 0-21 5-31 5-33 5-3b DjIWWe Pgkx% Fasicla 6W* 4 1 8-34 5-36 5-38 B-40 Canopy Signis/15pare 50-20 5-22 5-24 0-26 Grapy Lis, Exterior Dlalg Ll 2 6 2 5-10 5-28 5-30 5-32 "re, Canopy B&nd Llgftsl 1 3 8-2 8-4 5-6 5-0 f0a" Lot LIgIll,%si, 4 5--ID 5-0 0-14 0-16 lima" Lot Ll#*& 4 PANEL_5CHMjM PANE _2CjJED-UU PANEL UMD-ULE I I. QxUctore Are 4-Pole (1-11.2,1-3,1-4) 30 Alinpe Max Pw Pole C MKE a ASSOCIATES, W. Wvlwfi PAUL D MKE & ASSOCIATES, INC. PAM F MKE & XSSOCIATM 14C. 2. Open Spac4m On LI-1-4 Are 'Spare" 120 208 208 3. Not Used. 4. Panel 15' And Thw 40-Pole Liekttir%j Manager Layout Are Desioned For MaxW%m Fliswllcl,1114 711"111111111-4tirg Manager to AM 223Au I= BUL&AIM Ya MIA= En BUS A,_1"0 MALAWI Prewired For The Sparse Selrlq !.lead For 519nage. 64ow3var, The 5pareo Can Eaqlly Be Changed To Any Otkw V, 1 2 100A MI-0 208/120 3 4 2115A MLO 120/208 3 4 225A MCB The RAwalmInme Four Functlons If Retziulrod For bits Opocific Applicatictn. C VA DC 5. Model Shown le 'LM-SC-4m. Also Available In Larger Contactor ConFigurstlom Uhw Required. ZSCWJr" C j YLKAMME VA A/P No A c Po. A& VA C DOW W-3-T In"T YA at A 0 C No. jzP VA RNKMMW C D11190111IFT1110" TA A 8 C 4& 5 POS PIVOMOLD ISO 2011 1 o 2 20/1 180 ATM RECEP (GFT) 5 a REGUI-AR STP 71114 20/1 1 0 2 2011 1320 DISPEWUR 1 5 5 HATER HEATER 4500 00/2 1 1 0 2 40/3 2052 CGO" CONDENSER a - 5 POS PLUGMOLD ISD 20/1 3 0 4 20/1 180 PUBLIC MONITOR 5 6 .6 704 0 3 0 4 SWITCHED NEUTRAL 5 • 4500 11 3 0 4 0 2652 9 6 5 P06 PLLVMOLD 180 20/1 5 0 6 20/1 ISO CCTV EOUIP 5 6 PREMIUM ICE MACHINE 1000 20/2 5 0 8 0 2652 0UM STP 794 20/1 5 0 6 SPARE - I SPARE 20/1 7 • a 20/1 160 VIDEO PLIJOGMOLD 5 6 0 704 0 7 a 20/1 1.320 DISPENSER 2 5 5 0 1000 • 7 • 8 40/2 3100 COFTTE BREWER 5 SPARE 20/1 9 0 10 20/1 C, COMM 3 FUS MACHINE law 20/2 9 • 10 0 3100 • 5 PLUGMOLD 5 6 DIESEL STP 794 20/1 9 10 SWITCHED NEUTRAL -- --- -- I • --- 0 0 0 - 5 0 1900 0 It • 12 30/1 2000 HAND DRYER 5 SPARE 20/1 it 0 12 20/1 1,80 FUEL SYS. PLUGMOLD 5 6 • 794 • 11 • i'l 20/1 SPARE - SPARE 20/1 13 0 14 30/1 2000 HAND DRYER 5 SPARE 20/1 13 • 14 20/1 500 MAB CTRL/n-S-350/1VSS 5 6 STP 704 2011 13 0 14 20/1 1320 DISPENSER 3 5 1 -SPARE J 20/1 Is 0 16 SPACE 6 0 794 0-- 15 SWITCHEDNEUTRAL SPARE 20/1 is 16 20/2 840 1 NUGGET ICE MACHINE 5 - SPACE 17 0 is SPACE SPACE 17 • is 20/1 SPARE SPARE 20/1 17 18 0 840 5 SPACE 19 0 20 SPACE 2 POS RECEPTACLE 300 20/1 to 6 20 20/1 1320 DISPENSER 4 5 I SACK OFFICE LIGHTS 992 20/1 ig 0 20 20/1 SPARE 21 0 22 -- 21 22 SWITCHED NEUTRAL I SALES LIGHTS 537 20/1 21 • 22 2011 SPARE 23 0 24 • 21 24 1 SALES UGHTS 681 20/1 23 24 20/1 SPARE I SALES LIGHTS 930 2D/i 25 •0 26 20/, low GONDOLA RECEP. 5 25 0 26 2 POPS RECEPTACLE 300 20/1 )5 0 26 20/1 1320 DISPENSER 4 5 C SPARE ?.0/1 27 28 27 0 26 20/1 27 • 28 SWITCHED NEUTRAL 20/1 180 OUTDOOR RECEP 2 TkG k N 2 uDdated: 121-�5-9917SPARE 20/1 29 30 20/1 18D OUTDOOR RECEP. - - - --- - -1 29 • 30 5 IRRIGATION SYSTEM 100 20/1 29 • 30 20/1 SPARE Ai - 1 STAR LOGO 1500 20/1 31 • 32 20/1 1 500 CREST FREEZER 5 7 PANEL •C' 1,940 30/1 31 • 32 2011 380 POS RECEPTACLE 2 -- 010 SW ;Ki LCA IF' A -- SPARE 20/1 33 • .14 20/1 SPARE �SI,41 E 14LI OREGON 5 AIR STATION 2400 3011 33 34 2011 SPARE --5 PUB4JC PHONE 100 20/1 35 0 56 20/1 SPARE. INTERIOR nos OPTIC 1800 20/1 35 • 36 20/1 300 NIGHTIEMIDOT LIQWS I KJRI LAND. OF?cr^ 0223 77 Al . 1 SURGIE MODULE 36 20/1 360 POS RECEPTACLE 2 SPARE 20/1 37 • 38 40/3 2652 COOLER CONDENSER 0 FAX 603.W8.158M 14k 00/3 37 0 r 11M.158nme COQ WAIX-IN COOLER EVAP 1440 1 220/1 39 • 40 0 2652 0 ori;;Inow ingOrr*P-inr.c-n NOULTIN • 0 .39 • 40 20/1 SPARE --- SPARE 2 i0- 11 41 42 •0 2652 •0 6 Aft' Etl-(,-rNCk sysr[w, 41 • 42, 20/1 SPARE EXPOS 12-31-00 CT THIIII 00CtWW AND"1119ROKIM COWAND MIIIIIIIIIIIN RIKAMO TO 111111111000 M 9 I&A"OM (VA) 12LA 01" n" Tmt-fw IAMB QMLIOAD W4 moiiiiii PUPOMM IN 00HPOID"MR IM FWA1V M or INW40 "DAN TDTAI� 00% AQ ER-A Z" EAM CQUALl"D IQLAM"A) a" rjLB ELLC TVALMIXI LAC= 91=1= HWWF INALL N QUIP11111111%DUPLIDA"M 12111112J011111111 ...=.r= I 1. LJGHMI 3.422 837 2,751 7,010 1.25 8,763 % fM �Ib 0 O ��AS IIINIVIIIIIIINILY AIIIIMIDIIIIIIIIIIA IN WRIM 6f TOX400 AW W M rTZ=Di. UGH`TS 0 0 0 1.:15 0 1. LIGHTS: 0 0 0 0 1.25lao 180 360 3602. RECEIrtAUE' 0 "1W"&r1V0VWb =2. RECIIIACLI 0 0 0 0 2 RECMACLF- 1,440 0 0 1,44C 1,440 L*kfn�,ffir TOXAM m3. HEATING- 0 0 0 0 1 00 03 HEATIK. 0 0 0 �Do 0 3. HEATIW, 0 0 0 0 1 Vo 0C) 1 0 4. KITCHEN 0 0 0 0 1.jo 0Q00 4. KrMHEW- 0 0 0 100 0 4 KMCHIEN� 0 0 0 0 1.00 0; & E0(APMFWT 13,000 11.6m 5,640 30,920 100 30.920 5 EQUIPMFNT 1,22n 720 1,940 1.00 1,940 It. E(Yjf'WM- 6.600 2,400 200 111,200 1.010 9.200 6. MOTORS. 5,304 5,504 5,304 15,912 00 1?901EQUIL014 L. Lo C 0 4) 141 6 M0Tr*S 0 0 0 00 a 0. MOTORS: 2.382 2.382 lime 6,352 1101� 6,7490 7 M119C 0 0 0 0 1.00 0PACIFIC NORTHWEST REGION in C: 7 W!W 0 0 1 00 0 7 MI9C 1,940 0 I.W 1010 1.940 o TOTAL (VA): 22.31111 I&ODI 13AI A&= MAWLZ a7WAL (VA) L= UQ "AL (va)- 12..W 4.1fa I.M ILI" 19-32 DATA, PWR, & COMM, CONDUT ROUTURGM NO": 2.652 VA MAL LW: 151 A CTIDIII 11111101"=: 161 A 2 7 & 99W STARMART IANKMff MOTOR� 0 VA "ALL LAW. 16 A CODIIII II)SKAND, 16 A 1AMUr WOM: 794 VA T[WAL LDAD- 53 A COD9 Do"": 54 A 1834 SX, PACIFIC HIGHWAY I LIEMEW 0 KM= LZE30M ;4OTTS: BEAVERTODII, OREGONIliip io()9-00526 • nRST 10 KO + 9OX OF IHE QUA4ff- BY: otaLnP%T 10 KVA + SM OF THE SALAW ILIMI-(' 2000-oon04 FIRSI 10 KYA + 60% OF THE aALMAX FOU Of IS"TED ORLAJND IIIIAR A SET "Ol 77 8 T04ECKM BY:11814 ,,"' PACIFICIlWy 125X OF THE L49GEST MOTOR + THE M44U 125X OF THE Amr_" TVE WASML AFrW14D BY: Le %ed k. V 1)(, ('0 of 62If Illk 11,11licc appcars cle'll-vi 1111,111 Ille JUN 0 2 2000 dociimiji, flic (loctiment is ofill-11-011,11 wlalif.�- I-()IiniedJillIIIIIIIIIJI ITTj1jIj!I!jIII iliII ; I!If1I! !l �W: I Ill IiijI itI"C14 MAM IN CHINA .... ..... loll! 5% � law 24 r- NOTES FOR THIS DRAWING _I. Refer To W.A 5rown &op Drawings U,*wen Making Flnal Wiring Terminatione. ! PHASE •4 --i- - A-&VAC A{VAC MAIN POWER PHASE B pr�pTEI.TED FROM THE / I � s-C VAC A+41 vA1r VA; POUJER SOURRCEPNA°�E G f-----r--I--T-------- - -Lc.«vAw: 'r0 TWE LOAD NEUTRAL -- -1--_ EARTH GlIkA ND IS BEFORE At 4Y',--� 1 I I GGA OvEf%CURI*-NT PROTECTIVE DEVICE WORK IS F;1FF 0Rl`11EDI KEEP LEAD LENGTHS A6 & ORT AS P0551ML.E REF FiPS t r 1 I I PUB 94, SEC. 4.5 '8UR®4'aIE AIetRESTORS' j ( { '_.THESE [)F VICE6 MUST BE CONNECTED TO THE F f'�IQT T D 1 C I RC.0 I T WITH 5HORT CONDI K:TORZB NOM --- _ ---1--- THAN 10 FT, OR SO IN LENGTH.' RECOMMENDED WIRE SIZE 15 04 AWG . I . • ro NDC OW62APM r i-i"N Gueur_vn4r rsrrerl 471!C7lI+p So 'Map a I,.o�rec-T1a4 I I 1109.011'LOW IN WWO rloouua ►- snr 4.0C•A1111D AL.A111'1 ca"rn" TVSS UNITED PO 1+"[--'R 1 - INSTALL THE T1.1136 AS 6"OUJN W,ITH1N 10 FZ. 2�-S.Htt- �Q18TRf TI�f.�.��E� 1NF70lJraH �+ 4C AN1P, 3 POLE MIRE AKE Fc, 04 AWG. 2 - PLUG IN THE 3 L-N MODULES AND THE N/G MODULE TO TWE SOCKETS. 3 - WIRE THE ALAFd'•I OUTPUT CONTACTS TO THE TE10MINAL STRIP' 9H011N FOR C41NNECTION WITi•a PILOT LKI�R IN THE CASI.4IFR CONTROL CENTER, (SEE DETAIL 1) EY4 - 5WITCH THFp E m AMP BREAKER TO THE 011 c'O I N O Not Used !SCALE: - _ _—_ I NONE 04 5 - WIRING 3H0J.N DASHED 15 FIELD INSTALLED BY TWE ELECTRICAL Co_1 14TykAC:TOFk I SCALE: SURGE DIVERSION MODULE ROWER AND STATUS WIRING mote as 416 (LOAD e1D2 CACt'TAC10R Vfe u(CPIIC*A& s/w �- - -- - - -� W404 Ff- FiTW, 'MST-vPCV AIS MTALIAD by -�P LOAD 5109 C WACTOR �, r - , _ _ ._ ► UAVV IM1104W- 4 GIIItcurr - ILL.BRIOWN OTI,*4 I'll CM11=1T PW04M UI tP1Q 70 / l TNM T1E'Ir'K&b 0 e"• WA 0PKx•l 0400 Ft ftTW' I so I.OA►D *aA COWACTOR a %V AW3 I I �r- �-1 ! I ICs. ISFLA K W CJPA=T � (` HOPR.u_ 't T %qv-^**AM F�11cx1+W by kLBC11wcAL Cor471aacTa�e I I ! 4 CUM" '* TWO WA 51\004 CA611haT U 06 �araa- Ora _ III I I ttRrtl►v1Le 18 D` I!�ecrRG., lL cc►4TIAACTOR I �,.1,VuTRAL T SnrA► xx -- =1 J 1I ( I I I T1r+c.aL CIWiCW Cn1raAT 140Q►' OROri�' __.- -_ ..J I IMM DOTA1L -- - - - -- _J 10 I 101 I wRt�OWMN b rrr+CA4_role ALL I I — -�_._ I TY ICTAL TANK MONITOR CO F15UR ATICIN • ! U � (01►rt47iPl4L. TAW MONfTpR A4-AIMt IUNlift) I r��.. ...__-- �_i'� -I - --9---9 -TZ—f---r-4--4--� I I I TO Ir ��— ._._._..- - -•------.�__ ._._ INC NO GTNC NA C(NG Nf� C I Nc: NO C. I 1 ( IiJTR•AL SAK 11 1 I TO CeVECATtD CROJIT •-I • • i-•Ti 1 I I I a'''.r L1,NG 1000TO _ L I I • � 6� U A bol r•Ica� "n II I r=0 00000000_ ! I I I , � , �. - - - - _ - - -_ _ • 1 I I PI - P.lf-1F' INPUT SIGNAL �,� I I , I PR- FV1P RE rJR•l (NEUTRAL) Ll - LINE POWER UT I PO- PUI"P OUTPUTrCONTROL I 40PTW"A+- wwrcwAt- CnM%N"R a4mom a"mW I I I I I I I (►c No c Nc No C ►_No c T++c NO cl I i I I 1 2 3 4 i ! I 1 • • • • •o• • • • • • e • ! 1 (DRa 0 0 0 0 0 0 2i- ! I _ .- _ I•- The Terminal 6,r1ps 6hown Are At The Top Or Bottom Of The UL4 I `•`W` •`� I } _ I Brown Cabinet And Ars Prrwlred From Eadh Gont.rollod Circuit • l I I I'-"'�`* 2- Ukwis Required, Ground Conductors Go To The Raspactivei Panel H Ground Bar Or To An leolated Ground ®ar In The C 4binart I L �I�T 1� ! IFAGTQ ?MC7�E�f ° IC�IiNI I 3- Wiring Shown Dashad 1s Fleild In•talivd INj TFte Electrical Contractor, �) vtv �� Ft7R - ! W.A. BRO10M CONDUIT ENTRY DETAIL I - 01 � ---_ A.. TO DI5PEN6ER(51 1 41 2 CONTROLS __ - _- T... . Fw --,r•-_ _--/ FAGTO/i'7 INSTALLED--,, U �t� TO DIS 9E W'_ WL"C f4 OCATED - rN W.A�I If IJrV ENGLC R� JUMPER - - ---_ _ -1-2-07-W t•oapv. `.N 1=14 l(I u V� �I11TF 1.: 011FCON PbR 't Ai 4i), ;7223 *fQ94, >, FAX ri1)3.Fi99.1196P 140 J. Qp' clrgirw114ringf�mkE+-;nC.er;m .TIN GNU U t N �T N [?'o^tlrni V14, LL! ;t f1N;r, h n!`; CEXPItZf3 -- 12-31 -00 I- WHEN INDIN IAL_ t3r••IUTDOU.N Of- D!$PENSE" THRLI THE TANK MONITOR IS REQUIRED REMOVE TI•4E FACTORY INSTALLED - ---- - - =-=-�=�-+- q, .JUMPERRe ' TERMINALS D1/Dl, D2/D2, 03/D3, ETC. CC"4ECT TWESE TEM11NA03 TO RELAY OUTPUT MODULE A.5 0o�i iAD"WC WTM00WAM �PWi.AM aTO W_a" w�r�ICA10 6PCUN- THIt_ I. ALLOW THE TANK MONITOR TO Sa••4lITDaVi ANY DISPENSER TM'2OUGi4 4E RELAY OUTPUT MODULE �� °M°O NINCOM�OWNskow 011111111%M��Q AIU �VKWT�'Yfnlfrl�D�w �Y on � aG1�1�1 T) GI�L.1.,� � 1M�q� rn * 1Ui �1/ Auwl�r Te eN W I 2- RdF-ERR TO TAI' - -10NITOR MANUAL FO'R ALL WIRING GONNECTICNS -WD OTHER e#DECIFICATla45 REQUIRED BY e>ea�a�ND.TMAT'f'►eQoc�T !l�N. Abp ar.r ro W MANXACTUR£ Z rn N n, LY •r TDIA,00 INC_ rrY 002 3 - THE TANK Mc')NITOR IP, '7` 1GALLT" !"►vUNTED OVOID!! fHE W.,,. E3Rl�t1N ENCL06lJRE ON AN ADJACENT WALL, EQUILON L. L.C. 4- TWE TANK MONITOR SWOUN IPI FOR A TYPICAL 'LINE CSSURE' CONTROLLER ONLY. FOR 'PUMP 644UTDOUJN' n ° S`I'STFMS, SEE DETAIL ,t CC 01= TF•,r;- U.A FROWN UMIRING DIACORAMS. VERIFY 114TH STAIR ENTERPRRISE PACIFIC NORTHWEST REGION vO b REPRESENTATIVE Wb41CN gY15TEM WILL BE USECD AT 11416 SITE. 5- TNI$ DETAIL IS TO I1-1-I16TRATE WIRING OF (1) FEE. 6'Y5rEM. W.A. BROWN DETACLS b- THE TERMINAL STRIP SI.4011N 15 FOR Ti•4E STANDARD ( 4? F`UMP (MPI) DE614SN. TII4E STANDARD (MPI) DESIGN MAYBE ATOMIZED FORM A:.)DITIONAL FUMP DEVICE'r4, T4-4ER E BY ALTERR14s T;4E STANDARD DESIGN SHOUK FIL.EA6E 217 & 99W STARM.ART 1111111999-00526 REFER TO ALL RNF M IATION TO DETFRr'liNE TWE 'lIJMBERR OF DEVICES FOR, EAC44 X)" LOCATION. 1834 S.W. PACIFIC HIGHWAY Ml:(' 2000-00004 BEAVERTON, OREGON 1 1834 SW PACIFIC HWY 1 - WH41NG 544011 +1 DAR'.HED le-- FIELD INSTALLED BY THE FvI_ECTRICAL CONTRACTOR. G� � �'r: _ - . _ J�� i_ _ _-- f`._�_-- .._.___. Datec AM P6 61 of 62 os I II ((.TANKMONITORING SYSTEMS WITH F.E. PETRO AND LINE PRESSUREPUMP SHUTDOWN a ovEBr. 1JP : EE EE.r -h* r , . Pr iskIf 111is 1►olire flppe,1rs clearer thati the JUN 0 Z 2000 docitinent, the d4lcument is of I11:11.014A1 quality• 1111110, )filmed , , ,1 1i ill III !Iljlll ' ll!1! Il11 ( ( I I I 1111 i . •I III! I, ►! II I! ' III I•fl I ! I ! i1! I III I �!I ! i � ! ' 11' � 11! I fi III If ( , ,I� I! I �Ilil1) ! IIIi�I : ' tf ! ! (I -� I11I ILII I ! INCH I MAGE IN1IItMA J7 -H- N fT ao . I IIIII II II it Ililli I Iii II III illll liiilii 1111 11 I illl'i II Bill 1 111 '�'' (�Ili'I ii.,.' i Ili'Illil ii it 'iliil Iit111 ti �t I t t 't: lj •..1 tl,,,,iiu• n„I,nl Inll� Iltllll! (ii�iill11li�lil'iitiiitili i !';I'I" IIIIIIIIIIIII„,,,II, I„) ,Il. . „III1111,l111l11,l. .,,!!,!„l lil, _ ,I„ ,,. .!ll,.,.I..I,Ii, ..I.i..i,,. .!L I. ,!!RIl.••.L11 I{I.I...I.....I,.I..IIiI!!I. ..,III•,,,,.�I,1„ „il,l,tll.lil„11 illl;.,,,i(I„ , ,� „li, „ it „ .!I ., .,1 III I. l I - r h --•►NORTH --- _..___.A_�_._�._ ��_ � _____._ CONTRACTOR MUST INSTAR. NOTES FOR THIS DRAWING f - LIGHT SENSOR ABUVE ROOF -AND CONNECT SHIELDED CABLE ________ _._____ PANELS 8 & E ARE FEED. TO TERMINAL STRIP LOCATED MAIN LUG ONLY PANELbOARDS IN BR(1Wh BOX TYPICAL FEEDER ENTRY IS FROM I -THE BOTTOM. ROUTE FEEDERSI W.A. Brown Cabinet And Low voltege EqulErnnesr�t rkxw',tl� �� Belyd r1ay Be In Alternate Lvcat!ons. -- — D PANELS THRU FACTORY Refer To Electrical Floor Plans. Ar IEE) KNOCKOUTS. -- - '------ 2. Abbrevlatlone And Legend Below Appltj Also To &marts E-13, E-14 4 E-ib. 3. Panel 'C' Branch Circuit Wlring 8helll Be Fail In Clean Power Paodult only. l , Power ONLY CIRCUITS FED FROM _—� - - Panel Panel Conditioner PANEL C ARE TO BE. 4. Refer To 3hEeets E-13, E-14 4E-15 For Tag Identlflcstlon Scvbdulos E INSTALLED IN THIS RACEWAY. W 1111111L-- iHIS RACEWAY iS FOR CLEM SLOW W -- ' POWER ELECTRONIC CIRCUITS N I ONLY - i (soM) ( ( ABBREVIATIONS Panel D(X) (Nutnber) C S x 1/4 I � ------ --__- -- Low vol � Tl X) Tank (Number) CONTRACTOR MUST ! i'�1ood � e1 ' I P(X) . Pump (Number) CONNECT THE ---- e`I'�s M"�"WQ e''�ro1 AC Alternating Current j' SURGE. DIVERSION MO LF — -� — j (bee faroject epeclnc door DC Direct Current trri r'IAn for OKSCL LO"tiOM vs TO THE 60 AMP 8 ER i 'i CIC • C-allwa Cabling 1.4 PANEL IADP -�} c, �f U U CAC Panel 'C' Alt�ating Current CONTRACTOR MUST 4;I I ' DT(X) Data Tarminatlon Location ;Numbor• j ONLY PANEL C CIRCUIT TEL • Te!eT_4 _ne 5er•,ir_e Entrance Condu{t6 CONNECT Tl•IE ALARM UUT1='UT OF' ' - � ISOLATED GROUND CONDUCTORS THE SURGE DIVERSION MODULE I I ! ! N Nesutrai I ARE TO 8E CONNECTED TO i trot TO SURGE MODULE FAIL PILOT t.IG I I 4 " THE ISOLATED GROUND BAR N IN CASHIER CONTROL CENTER t3 I Ile, x Eo' i G Ground Panel 2 Panel I x a• WIeEI CONTRACTOR MUST CONNECT 4_ I A t� D jI Pt3(Xi Panelboard 3t�bpanel (DaEslgnatlon) t LT • Out6lde Llghting EUMPMENI GROUNDS FOR I Ra o �� J /CONTRACTOR MUST CONNECT Fad TEL Telex-+y PUMPS AND SEAL OFF �� THE ISOLATED GROIIND BAY BONDING LOCKNUTS TO THE TO THE SER'hCF .1UND EQUIPMENT GROUND BAR � / � ONLY ___ ��!�y q-� .~�-- - - LEGEND CONTRACTOR MUST CONNECT FROM CONDUIT SEk OFF CONTRACTOR MUST RECONNECT TLSAC TL8-350 A.G. Power Conduit E30NDING JUtJPER BETWEEN CONTRACTOR MUST CONNECT t(X)-M+:X) TLS-350 Tank t�rOL7esa Ce.7r'Idults (Intrinsic Gor►dutt) FOR SUBMERSIBLE PUMPS TO TNF VAtR'.ABLE SPEED SECTION i AND 2 EQUIPMENT GROUNDS FOR PUMP CONTROLLER WiTH FLEXIBLE MtikiIC CONDUIT I.AaPENSERS AND SEA. OFF DlX�"f(X) Dispenser Liquid 3eneors Wlrlrlc� llrltrlrlslcl CONTRACTOR MUST CONNECT BONDING LOCKNIITS TO THE #3/0 EQUIPMENT GROUNDING CONDUCTOR E.QfJIPMENT GROUND BAR FROM LING TO MAIN SERVICE (,W)UND BAR J`Tstll:. I TW wA SWOON EliVINC�1 IXSIOBUTIOM AMD CONTWA, PA/RL IS tNSTM1ED dY T1E UICTRW-k CONTNACIDIR AMU rUg0000" BY r4 OWWA Oft A9 WgX1FU - THE CONTPOL PANEL NCLUOES AL1. SQUAW 0 PANV&S LOM, W)Va RS, UONTMO CONTROLS, I 0ISPEMSOE AMD St.110M! SW P" CGmimvLZ, PLOT LXAfTS, 9Md1CWS. rMWNAL STIMIS, ' I AND POWER C)NDffX Melt: CENWM "iM"v ARL PE�TAI-Il Li AMI' Ur 0VW1Y PRE11PFD fl THE 04CLOSUK MATOtIAL IS 1/V AWW`l.! T7E DOW WrMM Or CAM00 f IS OP" V.Q✓T FOR A I- RANOC ON E*ZH SEC'T'ION THE E fW TOP Of LAIRMLT IS SOM. HOLLS CAN BE KNO0gD OLn FON C0KXNT EMfrY EVERYM41E ff EXCEM wNLRE CABINETS JOIN TOLE n" THE W A SPOON SYSTEM IS UL LIARn AS A �'LPti ASSEMBLY 'HE STANr]tMD FAULT CUM:XT AATIIIO Cf ft SYSTEM K 10.Lv AIC. IMAwit AIC IMTTMGS WL AM11L/&I MIEN 3PEGD'1[D 7 O:IEST !S itCGAR011C THE OPEFATKHI OR IN'.STAl1AT>ION Ci T1[ M A. fIRCNRI S�'riTF]II �FIOUID or Df1ET.CTED i TO THE M A IBIDrTI L1FrTBCaL CONTROLIi DIVISION - TECHNICAL SERVICE OEPAR7MENT AT 1-800--BITE+-06144. j W.A. BROWN CONTROL WIRING DIAGRAMS SCALE: E10 _ --__-_------_ . -- --- _ -- ----- ------- - T------- NONE 04 I I --- — Bondfnq Wire To Tto- I weeder Foot Wlrin Main Bon`-�ine Gutter Box TE-DC T� I Bondinq Bushin Ta•-Dc ---� 9ect;on 01 __-- -----____- Section 9 _--_---- -- DateiGa�In_ vescleer Root- 1 D-I°Sox ! Mt.afrcom Submersible ----------Condu f t '`3E AL- -�.`� Turbine Feeder Feeder I -----Condu►t Stubbad Up Circuits Conduits Conduits Dispenser Par.el _ ---------- ----.- c;r�uit� cn -_ Minimum Posible Outside Ponel A & B Panel D & E \ Distance Abo'v'e Floor L ightinq Underground Underyround Circl:fts Circuits Circuits Circuits 4 . �''�, Into CSbinCt- a • Built-Up Curb I .� �� n �� 0 00 O O O O O 0 0 ' INTRINSICALLY 5,4FE PROBE WIRING D 15PENSER AN0 PUMP QiRCUI't'S $ 0000000 0000u00 0000000 00000 000c OC 00000 000x100 n 0000000 0000 I +er To Flan To `✓1'srlfy Quantity Of Stub-Ujos Required, I - NOTE: Re 1" FLANGE AROUND — ReF'er Also To W.A. Brown Shop Drawirtge For 5&h matic n1 - THE EACH SECTION (El Roueh-In Locations. T,4- � - r� ! i I I T15--D D2._� ,Tse ___ I �,_�, TYPICAL UNDFRGROUND CONL��IT ENTRY LOCATIONS EACH SECTION I, ("_2- Tom_ -- J rs Mt T2-M1 (Conduits shown are typical. Actual requirements may vary) 42 W x $4 H x 1(} D 03-M3 I I SCALE: E10 _� --- Tz=- ------- ---� ------ Tit-2 DISPENSER, PUMP, & INTRINSICALLY SAFE STUB-UPS NON 4.� DD3---D-C� T1-DC ---------— —-_._..._ ____ TEL t PSE ISCALE: E10 SCALE: E10 _j'� _ LOW VOLTAGE GUTTER ELEVATION__j CONDUIT STUB-UP TEMPLATE Vpdated: 12 V�`�NONE 03 NONE 02 - w <23K -- Two Twisted ShIvIcled Pair In /110 TN 141 LAOF I ,�-- I'C. To Low voltage Csutter CI FtF.GO� ,I1 r.. `, OHE t�(1►i �c, ` n� Al LlgFlt. I'+ ynfllrpr><t+.Ell�'r11FFt Irl^,r *' Cle tsneer FA,\ 6A:j.b9d.3rfHA iQM J, QP V C :l N 9 I1 f N 0 N I N E 3e4rTsor —'_ _ _� - ----_ Emfsrgl�E►ry ✓tope tiILCHA'*Lo%. A"tU E tCiHICAI ,YSfFM', Ceehier Tank __.... EXf'NPES 19-J1-00 CT I I�cntrol Monitor tepesne Tv38 q, ( Ica I l Statue T�rr>naEMtAW AM THE 9WOIMOM OONMeIlt I�A 'Ib 11DERIorr BIG D TM!/MOAIIIr tEli#I00/� T) ;eviter System I ROIs EMS E��N 0106"l!l101I iYMi E1e11 ttP Nfa ACID Pill tIe 9 DUPLICIA 1a' +A ivocR°a'a°`N r Ie ,I 06M CO 4012, 1012G., 1 I Tr Ttie�DoaA�+r- AE�i .stl�w+c"r� ry I Lr n TelAoo LNG -- IPS/2 - 12M4. 1012 ICS., 2 r; -----'- '. �-- 20+2 rn N0� �� -= 1 C I+ltrlrtelcelly Sefe � D ' © Shielded 3i4' C 3/4' G 3'4' C rY n0 a. � 2014 Per Dispenser --�,, Proh+© (Typical) ;-- t?1"12, lM1JG„ 1'C (AC) 3,'4 C And Pump EQUILON L.L.C. - __--------_____-- _.-----_-.-_ PACIFIC NORrIM"ST REGION 61 t7 U r`.L W.A. BROWN CIFW,'UIT MANAGER WA BROWN WIRING DIAGRAMS II Til I I' I g99-0(1526 MEC 2000-00004 11834 SW PACIFIC I-lWti' 217 & 99W STARMART NG 62 or 62 - - - -_-__-.-. _____..--------___-- _ ______._____..___._. _._.______ --_. __.._..__ __ _ 1834 S.W. PACIFIC HIGHWAY ____-_-- -.___.__ _____. _----.____.__.__.---- --_—___ _.______-- __.- I�EAVk;RTt�N, OREuON� k El A 1 VRAUN BY- JLO I _ VAM SCALE: 0 G ..KED S� CON iKOC MIRING DIAGRAM NONE 1 API°l�O�D BY: i1{�P � ��: ""10 .i.. I E - pop If Ihic notice :1 t tears cle:Ener th i I :EEE the JUN 0 1 2000 fIrumeW, the doculltent is of 111;11' 11:El IIIIAHI1• IIIICr )�l l I I I C l i li Illjlll� l;lll I ijljl�l+Ill�I� l�IIIIE�Iiljl llilillji i !j!j i�iji;; 1' ijljiil�ilijl liijll�i � llIi I Ijliili!!jiil,i I ;II(Illjlj !li !lili�lijjili� INC" I MADE IN 04%A �T -fit I II lij I I 1111 I IE II I ! 1 1 ! it:ii li{ I'i l"I'ti Itll I{tell I"!!n I Ililltlit'til I ti 1111I�It'II it ilitlt iill�ilf1i111�1ii111i iliiiiillii1il11 il!!!I!I 11111 I'iililvI�Illlj,lttllll i,lll,ljl! ,„ILIIIIIIII{iI!!, . .fl�llli_illililil lill�.il.l lilllllli IIlf�l41lIIIli.11il il.l11111.1,1l.!l1.. .1�J11! iilJ...l II.II.II.II,I....II.„.,.lil ... ..ICI,. ... .I lifl tt i 1 i i Itt 1 I