Loading...
Plans (4) RECEIVED . 9 1 2012 CITYOFTIGARi BUILDING DIVISION AGILYX EVEREST PROJECT EQUIPMENT RETOOLING TIGARD , OREGON PROJECT INFORMATION N AGILYX CORPORTATION CONTACT: ERIC CHRISTENSON 9600 SW NIMBUS AVE, SUITE 260 BEAVERTON, OR 97008 .�r'� r.: .r Y4 � PHONE: (503) 217-3160 t( w. v �e it 2"Y` Q a ' `, °-S WEDS-Xf a•<,'..-•F ii -'t-FAX: (503) 217-3161 SITE LOCATION: ' a vt 7904 SW HUNZIKER ST ig; vt TAX LOT 200 TAX MAP 2S1 01CA h . AREA "," T r; 4 L rosa f.a t � ` ^ ~ 4. " n :::('.,'::., ZONING: LIGHT INDUSTRIAL % � ' ;" `y ` s ! _ � .Cn EXISTING BUILDING ' ' i p # >t„S,A deve!and 'ENGINEERING EVE RGREEN ENGINEERING INC. ;h, ,' 0 ' e CONTACT: BRAD PICKENS • Rr 1740 WILLOW CREEK CIRCLE ,- �” ,, �` . '� sw H ' p 4 ys am ton ,A EUGENE, OR 97402 /j �'' r , PHONE: (541) 484-4771 // C //,,/ �� ;� `' e' ?-A ; " Jam` '' >e - ' " FAX: 541 484-6759 /r >// �rCr ! ;...w'C.. SE I 9:-,/' . S % VnsSt,v "' z,- �t' �� f ... t= / ��s a 1. /"" ,I I .._ .� � � k °. / " " ; ' t D r .e .'" . al �V ) %" I PROJECT LOCATION $ a s�rc . # ppp i • ` SW ?ech Genie' Dr (C) \51\ IjC \/ VICINITY MAP ei ,O,`F TIG Approved yet=O 7(e 1� Approved...Ifl�M � ..( �� Conditionally Approved ( yJ NOT TO SCALE Conditionally Approved .. I] See Letter to:Follow [ 1 See Letter to:Follow [ ] Attached. A h-. Permit Number: a a —De a s DI - I_SZ LOCATION MAP PemritNumber: Ad. ,� , ��- Addr� /iu "'; By: ,r'.a•�_ Date: El By; 're`411 Date: l " 1"=40'-0" Approved plans shall be on job site. El OFFICE COPY DRAWING NO. DRAWING TITLE ���voPRO% 10006-01 TITLE SHEET �y �'b ?y 0 ISSUED FOR PERMIT ISK 11/15/12 8 10006-02 CODE REVIEW V R hZo J� E 1000G-03 LIFE SAFETY PLAN •U�t'l EVERGREEN ENGINEERING THIS DRAWING IS CONSIDERED p•1'9 DER At' # ,. 2326.7 CONFIDENTIAL AND PROPRIETARY, O H: LA Engineering and Construction Services 1000L-01 GENERAL ASSEMBLY p FREDV- • -.:.1!!.:1/4. DUPLICATION OR TRANSFER, AND EUGENE, OREGON J •r:r;•: • OW: COMMUNICATION TO OTHERS IS , 10006-01 FOUNDATIONS (EXPIRES: 11-131/C3 I tu'1 494 FAX: I5411484 e'S° PROHIBITED WITHOUT THE WRITTEN O ern.evugre�enginseAng.eom . 1 001 C-01 CSS GEN 5 FOUNDATION DETAIL EE DRAWING MASER:1000G-01 IOW FILE: 1000G-01.dwg CONSENT OF AGILYX U 1000P-01 PROCESS PIPING PLAN ISSUED FOR a iI D °A I1 DRAWING AGIHZ1000601 Q sr D 11/6/12 DESCRIPTION 0 PERMIT Q TITLE SHEET - AGILYX PROJECT NUMBER: AGIHZ CUSTOMER: AGILYX DRAWN BY: LOCATION: HUNZIKER CUSTOMER PROJECT ID: EVEREST ISK 1 of 1 APPLICABLE CODES: CITY OF PORTLAND, OREGON FIRE RESISTIVE REQUIREMENTS (CHAPTER 6, TABLE 601) MEANS OF EGRESS (CHAPTER 10) BUILDING CODE 2010 OREGON STRUCTURAL SPECIALTY CODE (OSSC) STRUCTURAL FRAME 1 HR OCCUPANT LOAD: 240 CALCULATED <20 ACTUAL MECHANICAL CODE 2010 OREGON MECHANICAL SPECIALTY CODE (OMSC) EXTERIOR BEARING WALLS 1 HR MIN. REQUIRED EXITS: 2 EXISTING: 2 FROM PROJECT AREA >5 FOR WHOLE BLDG FIRE CODE 2010 OREGON FIRE CODE (OFC) INTERIOR BEARING WALLS 1 HR TRAVEL DISTANCE 250 FT ALLOWED; 155 FT IN PROJECT AREA PLUMBING CODE 2011 OREGON PLUMBING SPECIALTY CODE (OPSC) EXTERIOR NONBEARING 0 HR (DISTANCE > 30' PER TABLE 602) WALLS COMMON PATH OF TRAVEL 100 FT (OSSC 1014.3.1) ELECTRICAL CODE 2011 OREGON ELECTRICAL SPECIALTY CODE (OESC) INTERIOR NONBEARING 0 HR WALLS ACCESSIBIUTY 2010 OREGON STRUCTURAL SPECIALTY CODE, CHAPTER 11 FLOOR CONSTRUCTION 0 HR SLAB ON GRADE ENERGY CODE 2010 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC) ROOF CONSTRUCTION 1 HR NOTES: FIRE PROTECTION (CHAPTER 9) CONSTRUCTION (CHAPTER 6, TABLE 601) FIRE SPRINKLERS BUILDING IS FULLY SPRINKLERED AT 0.2 GPM/1500 TYPE: II—A ENERGY CODE OCCUPANCY (CHAPTER 3) NOT APPLICABLE B OFFICE AND ADMINISTRATION AREA F-1 MIXED WASTE PLASTICS, OIL RECLAMATION AREA ACCESSIBIUTY PER CHAPTER 11—NO CHANGE TO EXISTING ALLOWABLE HEIGHTS AND AREAS (CHAPTER 5, TABLE 503) ALLOWED HEIGHT/AREA EXISTING HEIGHT/AREA OCCUPANCY B 5 STORIES/37,500 SQ FT 2 STORIES/1,890 SQ FT OCCUPANCY Fl 4 STORIES/25,000 SQ FT 2 STORIES/24,030 SQ FT . i n 0 a x 0 0 N O W ii 0 0 x a N 7, O 0 �cep PROFF O S I �*GINF'4 -c' 0 0 �' 7 P 0 ISSUED FOR PERMIT ISK 11/15/12 REV DESCRIPTION BY DATE 0 1`I '94- 48E1112�§.) EVERGREEN ENGINEERING E THIS DRAWING IS CONSIDERED•P. FR Et".), `‘ Enginssring and Construction Services 232 6.7 CONFIDENTIAL AND PROPRIETARY, •:• • DUPLICATION OR TRANSFER,AND EXPIRES: 12/311 13 , ti;• EUGENE, OREGON ••. •• Cs+>> m mac: (5+1) cat COMMUNICATION TO OTHERS IS YI vAmovergrestmeginsering.00rn PROHIBITED WITHOUT THE WRITTEN EE DIMS M�1000G-02 FILE 1000G-02.dwg CONSENT OF AGILYX I SIZE DATE: DRAWING #I AGIHZ-1000G-02 REV ISSUED FOR p 11/6/12 '' DESCRIPTION: O g CODE REVIEW PERMITAGILYX PROJECT NUMBER: AGIHZ CUSTOMER: AGILYX SCALE: DRAWN BY: SHEET: LOCATION: HUNZIKER CUSTOMER PROJECT ID: EVEREST ISK 1 of 1 -.' 2 M 1 = • . !! 1 ; h 4/ .•i' . / • 11 11 I 1 lj ..... :i 1 (E) STORAGE AREA , Ø . • (E) OFFICE BREAK ROOM II FAS I: il „ ; „I I, . ,;___, • g n FT (E) ELEVATED CONTROL CONSOLE , , p, , 1 L !! 1 vii i.7.1 ''-i B 61 ril ,,, . r___, 6 i --1 a ,______; IA ,.. R 1-A, 1; ni g i'ir- (E) t._._ __., t__.____ g i 11 1, !, i li t".7 CSS GEN 5 j NM= il i, ct 11 prifill_ li 1 Li . ,,,,, II II : k-elmidr • 1! , . L il Ihd br H, . ,. .. ,, DEFERRED SUBMITTAL • ...i PRU 6'-0" GEN 6 o , u_ o CLEAR 1 11- III h-__dh-__d 1.4.1 ci C M (X •...ow g , ..,:,., 11,,, 1,111 il.; ; ILI' 11/ Oa I 8 CU YD , 1 53 FT TRAILER ., ._ CD b 6 41111- I „ 1 HOPPER , 1 , 1 C D I 1 1 krii II. ' 'il '. • I C•46 1-1-1Ct SYMBOLS LEGEND ,F--- F--- . .-4.!1_.-. 111 4- 7rIN !!!li „ 5 CU YD ---Imm---.. EMERGENCY EVACUATION ROUTE b ir.,:a ,i,40.;iris , I 1 , „,:.,\‘ J. , ' ASH BIN 1 I ''.. .....‘' I.■• . : 1:0 g rc ,, .• 1 1 I ll (E) I—I EXISTING EMERGENCY EGRESS LIGHTING i, \ TOTAL DISTANCE 132 FT • --' K-2.r.-31 ■1....„.-1,1„ TOTAL DISTANCE 155 FT -, \ 4 b EXIT 1 EXIT -01.-j ,..oiloj. \ Fl I I EMERGENCY EGRESS LIGHTING r' \ `k „I b cr 1 1 , 1 b 1 4 1> BACKFLOW REQUIRED CLEARANCE, , ct , 6 I —I PREVENTER 7- TYP 1\/ PI I -.1 1. EXIT ILLUMINATED EXIT SIGN - ; EXIT H. F-- c.) 8 Ii I ni (E) UPS ( ) II . „ I , ; 43 1B \ Ea \ IF ._, H Ell 01 . _ _ . . D _____R —LIE ' ;_ . . . ,_ . , . • - El . 01 ' FIRE EXTINGUISHER _I.--------.--:- --i-.-. --------,1. 117.I.__ _ 7 . === . , . --..,. i_________ _ ______ ., . \ ,.., 3,-0" ' 16'-0" REF OVERHEAD DOOR ____________ - CPORUNTRGOELN C6ABINET , , ; I „, , I' _ .. 1 (E) SWITCH FAS FIRE ALARM SIREN : , / (E) NATURAL GAS (E) CONTROL PANEL GEAR 1 , „„ „ ,; . METER I r (E) DISTRIBUTION t:71 EMERGENCY EYE WASH STATION F-----------1 r'- % r=-1 . , _ , , i 7-- --, . 1( 1 1 PANELS , 0 0 . . 0 I i _____ __ ___ _ , (E) EMERGENCY .,,,..,./ ,,----„, 1-----il ., „ , , ( , GENERATOR . \---' ' 1 (E) CO1OLING : % EMERGENCY SHOWER STATION .L. J TOWER (E) CHILLER (E) ENVIRONMENTAL - . i CONTROL DEVICE ,_ (E) PRODUCT TANK ....----; __-- (E) EXISTING - .., ------ ------ - :-',1 _ 0_ „_---- . _ .._- 8 ---- -,..- - I \`‘Cg- LO - i -- (E) POWER . 4 _, „ POLE .----” ' 5 .>" ■ 2- - _,. 00 PR OFic;_n--- 6 ,t .---'- ,. 1 (E) . --„. ' c, oval & /, g° -- , , IS . % it...44 At, 0 ISSUED FOR PERMIT ISK 11/15/12 \ ---- ...---- — 7; I :4 • f 1.-- .. --, .,./isik____,\ .., , REV DESCRIPTION B Y DATE \ ------- Aik PLAN LI ' --. mir ' it ifr . .00 cv3 '‘..'/r• M icesi._ • • : • EVERGREEN ENGINEERING EE JOB NUMBER THIS DRAWING IS CONSIDERED ._-- 1/8"=l '-0" - - - . 1-1- IBER Al' C.; 2326.7 CONFIDENTIAL AND PROPRIETARY, ,,,-- c0 .: : .-.:.. .. Engineering and Construction Services . •.. DUPLICATION OR TRANSFER,AND 73 • FRED‘-- .....-.:S...'.r. EUGENE, OREGON COMMUNICATION TO OTHERS IS asilyH ..•,..,•:•: •. cat EXPIRES: ti./31 SEM (541) 484-4771 FAX (541) 484-6750 voyamargromengInsming.com MP: PROHIBITED WM-IOUT THE WRITTEN I SS U E D FOR ga li yH D AGIHZ-1000G-03 REV DRAWING #: TI ON: LIFE SAFETY PLAN I % 1- AGILYX PROJECT NUMBER: LOCATION: EE DRAM Meet 1000G-03 AGIHZ CUSTOMER: C08 FILE 1000G-03.dwg AGILYX • SCALE: CONDISEAITTE0::0;2072LYX DRAWN BY:DESC RIP SHEET: g 0 HUNZIKER CUSTOMER PROJECT ID: EVEREST AS NOTED MK 1 of 1 I ',..., 1 . _ • PIPING LINE LIST * - LINE NUMBER FROM TO M.W.P.-PSI CSS GEN 5 4-GTL-1 OEM-01 PRU QUENCH TOWER 100 C4x5.4 PIPE SUPPORT WELDED ,, 4-GTL-1 OEM-02 PRU 4-GLT-1 OEM-01 100 TO CSS BASE AND INSTALLED `- .- WITHIN 6" OF PIPE ENTERING :, 4-GTL-KEM-03 PRU QUENCH TOWER 100 RACK OR 8'-O" MAX SPACING 1� • ra° 1y-SCO-KEM-01 COALESCER/SEPARATOR PRODUCT STORAGE TANK 100 mr " •1 V 1y-LHF-KEM-01 CONDENSER PRODUCT STORAGE TANK 100 ,, ,i-fr,..:. 2-CHS-KEA-01 CHILLER OVERHEAD CONDENSER 100 y-'- r k' L p i `l 2-CHR-KEA-02 CHILLER OVERHEAD CONDENSER 100 " ' ,,, C4x5.4 PIPE SUPPORT WELDED 2Y2-CWS-JEM-0 1 COOLING TOWER HEAT EXCHANGER 100 ( ;1 J '-7 rr TO CSS BASE AND INSTALLED WITHIN 6 OF PIPE ENTERING -CWR-JEM-02 COOLING TOWER HEAT EXCHANGER 100 , 'i b L} " , RACK OR 7'-0" MAX SPACING y2-CW-DEM-01 RPBP COALESCER/SEPARATOR 100 2-SCO-KEA-01 RODUCT STORAGE TANK OIL CIRCULATION PUMP 100 ( > t ,' ' __ PRU GEN 6 ( > � 2-SCO-KEA-02 OIL CIRCULATION PUMP PRODUCT STORAGE TANK 100 �, r Y- , CW-DEM-01 TO ` COALESCER/SEPARATOR , �1w2_ 8 D CU Y ; ` PIPING DESIGNATION ,_ 4._ - - - —T- FEED ■ 4"-GTL-KEM-03 HOPPER ! SINGLE PIPE 2-HWS-ADB-001 ) ,, ' u ! L , s2-H -AD -001 I.' �`,tir;; „r.1 , , . I. ' Y' I■Z—UNE NUMBER DESIGNATION b I � UNE CLASS DESIGNATION !, ,, >�� P. _ Ol r b�;, a : ry 147:7: FLOW STREAM IDENTIFICATION I , .;I I - s� (> NOMINAL PIPE DIAMETER IN INCHES I " %� f 4 -GTL-I OEM-02 FLOW STREAM IDENTIFICATION -' I p ! I q1 �4 f G )y,`� A JAS CHR CHILLED WATER RETURN i 4-c,,A ,'</ I ; a ,' CHS CHILLED WATER SUPPLY CW CITY WATER z _a ._ "_ ICI . 4 GTL-I OEM-01 CWR COOLING WATER E N C° 1 -ro3 CWS COOLING WATER SUPPLY GTL GAS TRANSFER LINE LHF LIGHT HYDROCARBON FRACTION SCO SYNTHETIC CRUDE OIL 1, . ! 5 CU YD ,-, _ ; - ;= _ ASH BIN t LINE CLASS DESIGNATION , ., A D A A Q , ..../' f DESIGNATES SPECIAL NOTE v 1/ PIPE MATERIAL PRESSURE JOINT OR SPECIAL SERVICE 12-CW-DEM-01 FIRST LETTER SECOND LETTER THIRD LETTER 2,-CWS-DEM-01 . DESIGN JOINT Z-CWR-DEM-02 i __.________ 1 REDUCED PRESSURE SYMBOL PIPE MATERIAL (PSG) BOi 2-CHS—KEA—01 - PRESSURE OR .„, BACKFLOW PREVENTER i �� • , D A-1068 SCH 40/A-538, E 150 A WELDED ____ STEEL 2-CHR-KEA-02 - M FLANGED r e.0 I�o1 1 I -- - J 3041, STAINLESS, C K 3S 6 STAINLESS. ■ J 7i" I 'I , 10 HASTELLOY C-22 I -. — - F i NEW CARTRIDGE HEATER/PUMP 2-SCO-KEA-01-\ 2-SCO-KEA-02 n --I(7) vi I re40.;,' ---,7,4*-- : —r-i — U0 1 r 4 . (U i - I I ! INSTALL NEW 8" BLIND FLANGE „ —_-� 1y-SC--KEM-01 FROM r - CW-DEM-01 TO W 2 DIFFUSER PIPE FROM - -` COALLESCER/SEPARATOR - / I - ,r _ ! -_ COALESCER/SEPARATOR CONDENSER ON EXISTING (E) COOLING TOWER - (E) CHILLER 1Y LHF KEM 01 .N .� Y_ . , 1 ,� _ _ _ FRACTION FROM CONDENSER u r_-_,____,..,,` - ,�__�_ i 8" C.S. FLANGE ' -CWS-DEM-01 ,,/ PIPING r EXCHANGER/PUMP, PI 1(E) PRODUCT STORAGE TANK PER P&ID ' a- 2-CHS-KEA-01 'II f _,_ ,�TO HEAT �� -� � ` co``:; h _ TO CONDENSER I ' '' T.; EXCHANGERSij' '- 2" N• M N �1 3 a. -CWR-DEM-02' _ • _ ... lil, . A _ _ (E) STORAGE (E) OFFICE / I 15'-0" I LI, 1'-0" AREA 60'-9" • i' BREAK ROOM RECEWED DEC 1 7 2012 CITY OFTIGARD BUILDING DIVISION -1 1 1 (E) ELEVATED CONTROL CONSOLE , 1 1 i (E) CRANE RAIL, i I . _4 + 11-11-1 TYP ____________ 0 _ — ______ ! -1 I _ - 173-- --D [71 - --6 I I ___-_ 1 T---------— ---- — ---- .11 , \ - _L I f - — — , ,-- • ----------- 0 : -1. D 0 -— — — r..1 I- 1-2 ---EiF---—--—--—--—--—---- 41 CRANE RAIL 1 1 ! T---- NEW CONDUIT TRENCH --„,. I.... (E) ELECTRICAL co PANEL P3 i g : """-----"-------- (E) CONDUIT TRENCH 1 i 2 -0" c.) -1.---------- (E) BURIED CONDUIT TRENCH ). .4- 3 FT DEEP 18'-0" l'-2" • _ /- // CSS---, fillj alli ; 40 REF - c..1 GEN 6 r- -r!Mir — to li r . ! .61 ll liit"641;'. ‘..) '.\\ _ _. .... _ ____..„ .-.t C) .. n p ,,.. v PRU GEN __.--11.,..., -\\:, 4--, .4- I 11 '' ' .?! ID Li_ , e--;--- '...'10e:.. 1 L.L.1 illriil"Li.° \ i -- '. \ , '2 - -- - -- -- - - ---- -- -. - CC I iii.L*,,,f_M:■• ,„,.. ...tom& C) Nf- 4-.I ri 1111 - \. ..,--- ____ ,7--,p"-* j ___,k_ , ■g. 0 LA- r-1 i; -.•i I IP a' ! - illari \ _ ,:\ b \! Et:1- ..:,, I.XI - J\ \ ro / ...--- 1 .1 F = - \ ...-- 1=. 2 .,.. PRU GEN ,- - - 4% I 1- _.1 .7..., ;!i:,;. li _ . . t..i.i.,.. . . _ I.\ _ _ ,k N67_ _...... i.--'-ii a cc, 1- i.. .., —.— - - __ _„, DOOR 1 = b rx 1 X-- 6 INFEED I !I'1" 11,111[, - CV 1-1-1 d I , # \— PORTABLE COMPACTOR > L: -4. 1111 [ ' -°°,- . I 0 i I .- 1 ,ii . CONTAINER . , , 11 ; ib . r;Iiir .. II F4) - ---. , ,= , __,,_: .1= •. =or,-= =--,.z..- ....=V =DOI ..",.....:.,— I: • 111.:=:l'I II I: = = CIZI 1:Lili i:nIL =I:: ' j;1!7"'•INIIII I 1 ■ .. .. .■.. ... . • • \ — ■ A ■ ,. • . . \ — ' 1 T .... --•.-----•i \ 1 1 : i 11 1 I, 4■••0•1 - ' 1 1 I IPinnn MI P : ,. , •11,pip.I . li r • . PM P....Emir,471.4 1 ; I v _ I___. \ : ' ■ , ." .: I ' _; . . - ,. ..;;•,.,1; liimum, t L_ 7-2" STAND PIPE cai-aA: I :Wm z--- NEW CONDUIT TRENCH 1.0 ,1 r7i-r --. 1 1 ,......7 : i Lo.:0,1„.„:, 1 To . ,--r -i , , 6'-53 I ; 11 1 1 I I I 1/--ELECTRICAL , 11 AI 1 i ZN PANEL P4 1 II 4 . NI' .-.< It 1 —7.-1 'Li w II --„, __, _______, \ , r,,, ,7' 1 - - 1 REQUIRED CLEARANCE, . , .../ I ; AFFIX PIPE CLAMP-7'r ,,-.... , 1 :! 1 1 2'-3"1 01 -, , ; 1.1--- !---, L\-- OUTLINE OF OLD PRUs H. TYP TO WALL TYP . .. . E UPS ( ) ,, ! 1D1j1 , ra _.,_— _ •_ _ ___—__. r ,------,-- p _,_ _______,._4-,.... 0 ----i- --1----;----„-----— __=\7----C:1 Li o !-- - 20'-2,)'2"" ; 110 -0" SQ ------ Li — --- , 1 --® '' , Lg. r 1 u... , I pi, ______7_______________________ 11, ______ .__ 7__7 ___771.74 ___4_ 4__________ . ck-i El _______ _7______------ ____..___—__ . __ __ i ______ L _ __________Li •1,1 _ ___ „.... g _ __. .__ ... _■. .- .—-:---. . ------ 7--r..7- -7.-L ----- -7-.- -:-i (Th (E) SECONDARY VACUUM .4 _.i . . 16'-O" REF I' H I; g ,„ . , ' 41 ___ CONDENSER PUMPS 0 (E) SWITCH / (E) NATURAL (E) CONTROL PANEL OVERHEAD DOOR - GEAR . i (E) DISTRIBUTION GAS METER . „ ...- .„ ... , , n -- -;; . . .--- - . PANELS I,---- --- -----, ! II : ,:-----_,-„7-- -. . g :._. .._________.,, 1 1 b o . ) = 0 ! ! kr,-_--- ------1 1 (E) EMERGENCY ' i 1 1. . . ., . . . !!, ' GENERATOR , , , (E) COOLING _ _______ _____! ,.-_-_--_.-- 1-__ ,,_..- , I I 1 TOWER : (E) CHILLER _....k..___ r__ 1-.);,-' _ , 'g-ii! SLOT (E) ENVIRONMENTAL I 1 .,..-4 4 I' 4.-, 111 (E) PRODUCT TANK ___-----_--J 13) CONTROL DEVICE 111[..-r-i-,-_-_,q1 ii Iljjt--- --,.1 _._------ PLAN ..„------ .N \ I/. 1. 1/8"=1 '-0" _____— ______ B.O. CRANE GANTRY BEAM . STAND PIPE DETAIL 40 LOW POINT TROLLEY \ _ _r • T.O. STEEL ti 9/1 -°\ PORTABLE COMPACTOR 1"=1'-0" \ -_,_ ,.... 0 EL 118'-6 5/8" . CONTAINER . , ' " ... we . 1..: NI' ( ,r1 .......• _ 1 I \ In 'II .1, . p_.__ _......•,1 , \ I b IOW 111 ...' . g . _ - _ ,..... ■ _,_ . , ,,,,,,,,,I,_ .-- CNI Co \I _j__ li I ...... . ,- Gi NA- - :S.* r.- . jojei7- cm P!, ,ip q• <0 sil, "ci \ \ , , .;. Lt 58' 1 7PE -. ' 0 , 1111 „ . . S ISSUED FOR PERMIT WITH REVISIONS, ADDED INFEED ISK 12/14/12 '4 -1=_-;.-- lz: ,-, io "k ._ 11=1111111111■1111.1 \ _. _ /02-- ... • re-A OREGON 4 ISSUED FOR PERMIT ISK 11/15/12 T.O. CONC I• •• .1 , _ •,_ . ......., ...... .___ mii. 1 - . . . , . . 3 REVISED EQUIPMENT LOCATIONS, ISSUED FOR R&C JAK 11/07/12 EL 100'-0" , , . . . . . NINNEEIN - . - /4„ , .c*, A. WM CSS PRU GEN 6 A ----,„_ NOMINAL (E) CONDUIT TRENCH 2 RELOCATED CSS,ADDED CONTROL PANELS JRA 10/30/12 0. lExPREs:e0,730/*/ I = GEN 6 ASH CONVEYOR I----6 - FILTERS NOT SHOWN & ASH BIN 961-0" NOMINAL 1 REVISED EQUIPMENT LOCATIONS, ISSUED FOR R&C JAK 10/26/12 NOT SHOWN (E) BURIED CONDUIT TRENCH — EL 94'-0" ,4,3 0 ISSUED FOR REVIEW AND COMMENT JAK 10/19/12 Ji ,. lb SECTION 1/8-=1,-0 REVISED . • :. • EVERGREEN ENGINEERING•::: ;..-:.. .• Engineering and Construction Services .....-. .. .. .....-.:s...".i. EUGENE, OREGON EE JOB NUMBER 2326.7 REV FILTERS NOT AND PROPRIETARY, DUPLICATION OR TRANSFER,AND CONSIDERED RIPTI 0 N BY DATE .6 ., • aa JSR COMMUNICATION TO OTHERS IS agilyi (841) 454-4771 FAX (541) 454-6759 • • • , gresninginseing PP PROHIBITED WITHOUT THE WRITTEN INOWAIMMI .com P: _ CONSENT OF AGILYX ISSUED FOR a Dims MAIM 1000L-01 10.0 FIE 1000L-01.dwg ct, , ag,IlyH DRAWING #: _ PERMIT • S I DZ E D1A0T/Ei. :9/2012 DESC RIPTION: AGIHZ-1000L-01 GENERAL ASSEMBLY Rv - AGILYX PROJECT NUMBER: AGIHZ CUSTOMER: AGILYX SC ALE: DRAWN BY: SHEET: . - LOCATION: HUNZIKER CUSTOMER PROJECT ID: EVEREST AS NOTED JAK 1 of 1 ,.., ,6 .o- . - „,- ._ ...- , rt I.' . . . . PROJECT NOTES ARE APPLICABLE TO ALL AREAS UNLESS NOTED OTHERWISE ON DESIGN DRAWINGS. DESIGN CRITERIA: 16]CH REINFORCED CONCRETE : [ IBC CH 19 ] [ IBC A. ALL DESIGN MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE A. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE FOLLOWING: ADOPTED EDITION OF THE FOLLOWING STANDARDS: 1. 2010 OREGON STRUCTURAL SPECIALTY CODE (OSSC). 1. ACI 318 — BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 2. OTHER CODES AS SPECIFIED HEREIN AND IN THE CONTRACT DOCUMENTS. 2. ACI 315 — DETAILS AND DETAILING OF CONCRETE REINFORCEMENT ALL CODES AND STANDARDS SHALL BE THE CURRENTLY ADOPTED EDITION. 3. BATCH PLANT MUST BE CERTIFIED TO ASTM C94 B. DESIGN LOADS: B. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, 1. DEAD LOADS: f'c=4000PSI. — EQUIPMENT LOADS CSS SKID ASSEMBLY WET WEIGHT 41,308 lbs / A\ C. USE THE FOLLOWING MINIMUM COVER ON REINFORCEMENT IN CAST—IN—PLACE 2. SEISMIC DESIGN CRITERIA: PRU SYSTEM OPERATING WEIGHT 16,200 lbs CONCRETE, UNLESS NOTED OTHERWISE ON THE DRAWINGS: — SITE CLASS: D 1. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. — SEISMIC DESIGN CATEGORY: D 2. 1)" FOR ALL OTHERS. —— SD D. PROVIDE %4 CHAMFER ON ALL EXPOSED CORNERS OF CONCRETE. SDI — 0.39 — I = 1 0 E. THOROUGHLY CLEAN EXISTING SURFACES OF LAITANCE AND FOREIGN MATERIAL. — R = 2.0 IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, ALL CONSTRUCTION JOINTS SHALL BE WETTED THOROUGHLY AND STANDING WATER REMOVED. . SURFACE FINISH TO BE HARD INSPECTIONS : [IBC ]17] B PROVIDE MATCHING FOUNDATION RDOWELS FOR ALL VERTICAL BARS, UNLESS A. ALL CONSTRUCTION SHALL BE INSPECTED IN CONFORMANCE WITH THE 2010 DETAILED OTHERWISE. PROVIDE CORNER BARS MATCHING HORIZONTAL BARS AT OREGON STRUCTURAL SPECIALTY CODE (OSSC). ALL WALL INTERSECTIONS. B. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO SHALL H. ALL LAP SPLICES TO BE CLASS B. REFER TO THE FOLLOWING TABLE FOR PROVIDE INSPECTIONS DURING CONSTRUCTION IN ACCORDANCE WITH IBC, MINIMUM BAR LAPS: CHAPTER 17. C. THE CONTRACTOR SHALL COORDINATE THE TIMING OF CONSTRUCTION AND MINIMUM BAR LAPS FOR REINFORCING STEEL INSPECTION WITH THE PROJECT ENGINEER, THE INSPECTOR(S) AND/OR THE ALL REBAR TO BE GRADE 60 UNCOATED BARS BUILDING OFFICIAL. CONCRETE STRENGTH: 3000 PSI OR D. ALL ITEMS NOTED AS REQUIRING SPECIAL INSPECTION PER THE IBC IN MORE (STAGGER SPLICES) ACCORDANCE WITH SECTION 1704, SHALL BE PERFORMED BY A QUALIFIED PERSON WHO CAN DEMONSTRATE COMPETENCE FOR THE PARTICULAR TYPE OF CONSTRUCTION BEING INSPECTED. THE SPECIAL INSPECTIONS SHALL BE SIZE LAP LENGTH SIZE LAP LENGTH SIZE LAP LENGTH PERFORMED IN ADDITION TO THE INSPECTIONS REQUIRED BY THE IBC, THE PLANS AND SPECIFICATIONS, THE ENGINEER OF RECORD, AND THE BUILDING OFFICIALS. #3 27" #6 54" #9 86" E. INSPECTIONS AND TESTS SHALL BE COMPLETED BY CERTIFIED TECHNICIANS AS REQUIRED IN THE BUILDING CODE AND REFERENCED MATERIAL CODES. SPECIAL #4 36" #7 63" #10 105" INSPECTIONS ARE TO BE COMPLETED FOR THE ITEMS INDICATED IN THE TABLE BELOW: #5 45" #8 72" #11 125" ITEM CONTINUOUS PERIODIC COMMENTS CONCRETE: REINFORCING PLAC REINFORCING WELDING NT X X REINFORCEMENT: [ IBC C H 19 ] ANCHOR RODS & INSERTS X A. REINFORCEMENT SHALL CONFORM TO ACI 318, SECTION 3.5 AND ASTM A185. PREPARATION OF TEST SPECIMENS X f'c=4000PSI B. USE REINFORCEMENT FOR CONCRETE AS FOLLOWS: CONCRETE PLACEMENT X 1. STANDARD REINFORCEMENT, UNO ASTM A615, GRADE 60 C. PROMPTLY NOTIFY THE ENGINEER IF CONDITIONS ARISE WHERE THERE ARE STRUCTURAL STEEL: INSUFFICIENT MINIMUM CLEAR DISTANCES OR WHERE CONSTRUCTION PROBLEMS WELDING OF ANCHORS AND STUDS X RELATED TO CONGESTION ARE ENCOUNTERED. EMBEDDED PLATES X SHOP WELDING. STRUCTURAL STEEL: [ IBC CH 22] . SINGLE PASS FILLET WELDS < %6" X A. DESIGN, FABRICATION AND ERECTION OF STEEL SHALL BE IN ACCORDANCE WITH THE MANUAL OF STEEL CONSTRUCTION, AISC, CURRENT EDITION, UNLESS NOTED FILLET WELDS > %6 X OTHERWISE. B. REFER TO THE FOLLOWING TABLE FOR MATERIAL SPECIFICATIONS: FIELD WELDING: SINGLE PASS FILLET WELDS < 16" X MATERIAL SPECIFICATIONS ASTM DESIGNATION YIELD STRESS PLATES A36 Fy=36KSI ANCHOR RODS F1554 Fy=36KSI FOUNDATIONS: [ IBC CH 18] A. FOUNDATIONS WERE DESIGNED FOR THE FOLLOWING VALUES: C. WELDING AND WELDERS SHALL CONFORM TO THE LATEST EDITION OF AWS D1 .1 USING WELDING FILLER METAL TO MATCH THE STRUCTURAL STEEL AND WELDING PROCESS PER AWS D1 .1 , TABLE 3.1 THE WELDING ELECTRODE MINIMUM TENSILE ELEMENT DESIGN VALUE INCREASE FOR SEISMIC/WIND STRENGTH SHALL BE 70 KSI. WELDS NOT SPECIFIED SHALL BE CONTINUOUS y4" o PROF ALLOWABLE BEARING: 1000PSF 33% FILLET MINIMUM. ��� ` Fs I;►NF s, D. A COPY OF ALL WELDER'S CERTIFICATES SHALL BE SUBMITTED TO THE OWNER'S o 4, F+ °y B. BEFORE COMMENCING ANY EARTHWORK, VERIFY LOCATIONS OF ALL UNDERGROUND REPRESENTATIVE FOR HIS APPROVAL/FILES PRIOR TO WELDING. WELDERS SHALL 584 o UTILITIES OR STRUCTURES AND DO NOT PERFORM ANY WORK THAT WILL DAMAGE OR INTERFERE WITH UTILITIES OR STRUCTURES. HAVE BEEN CERTIFIED BY AN AWS CERTIFIED INSPECTOR WITHIN 1 YEAR OF L. OREGON 1Z/01-- CURRENT WORK. C. FOOTING EXCAVATIONS SHALL BE NEAT AND TRUE, WITH ALL LOOSE MATERIAL E. WELDING PROCESS INSPECTION SHALL BE PER AWS D1.1. F,Q�,y�a''ZO��Q0 �' AND STANDING WATER REMOVED BEFORE FOOTING CONCRETE IS PLACED. q. wA� D. NATIVE UNDISTURBED SOIL AND/OR FILL SOIL TO BE COMPACTED TO A MINIMUM F. THE MINIMUM LEVEL OF NON DESTRUCTIVE INSPECTION AND TESTING OF WELDS ° OF 95% OF ASTM D1557 (MODIFIED PROCTOR) MAXIMUM DRY DENSITY. IS AS FOLLOWS: EXPIRES:40 3 D pi ( ) 1. VISUAL INSPECTION — 100% OF WELD LENGTH. n 2. VISUAL INSPECTION (WITH MAGNETIC PARTICLE AND/OR DYE PENETRANT AS SUPPLEMENTARY INSPECTION AS REQUIRED) OF SUSPECTED a UNSATISFACTORY WELDS OR CRACKS. B ISSUED FOR CONSTRUCTION, ADDED NOTE ISK 12/14/12 A ISSUED FOR BID ISK 12/7/12 1 ISSUED FOR PERMIT JAK 11/14/12 0 0 PRELIMINARY ISSUE FOR BUDGET PURPOSES JAK 11/06/12 g O REV DESCRIPTION BY DATE N N EE JOB NUMBER ., • • • EVERGREEN ENGINEERING THIS DRAWING IS CONSIDERED 4110 , .:••• ••• Engineering and Construction Services 2326.7 CONFIDENTIAL AND PROPRIETARY, a 1 H ,, 2 ti' ' EUGENE, OREGON DUPLICATION OR TRANSFER,AND .'; (s++) �� FAX (541)1� � ask JSR COMMUNICATION TO OTHERS IS ..w PROHIBITED WITHOUT THE WRITTEN I S I D FOR EE N 1000C-01 � �1000C-01.dwg CONSENT OF AGILYX V u I SIZE DATE: DRAWING #: AGIHZ-1000C-01 REV a '' � D 10/31/2012 B DESCRIPTION: FOUNDATIONS TITLE SHEET CONSTRUCTION K AGILYXPROJECTNUMBER: AGIHZ CUSTOMER: AGILYX SCALE: DRAWN BY: SHEET: LOCATION: HUNZIKER CUSTOMER PROJECT ID: EVEREST NONE JAK 1 of 1 N N I M N a • 0 -- ---- -________. _ _ .. ,.. . NOTES :• I A. SEE DWG AGIHZ-1000C-01 FOR GENERAL NOTES 15'-0" 60'-9" k � B. EQUIPMENT ANCHORAGE NOT SPECIFIED IS BY OTHERS Jr 1 C. THE INFEED EQUIPMENT IS BASED ON BRADFORD QUENCH TOWER 1 —0 --_-_-_' CONRAD CROW ENGINEERING'S DESIGN REVIEW DRAWING ELEVATED CONTROL CONSOLE 0 I TITLED "AGILYX TIGARD FACILITY GENERAL ASSEMBLY �_li 1 — — — — — — — ----- — — — — — — — —! !� — — — — — — — — — — — — — — , °, -r -r- - - - - - -- OPTION 8 PLAN AND ELEVATION 12985-0008-20, - - - - - I - - - - - -\ - - - - - - - - - - - - - - - - - - - - - - - - - - - - , I - REV A, DATED 12/12/2012 - - - I j - - - - ��- KEYED NOTES : CRANE - - - - u- - - - - - - - - - o I•,L °° i Q ANCHOR PRU GEN 6 W/ (8) %4 HAS B7 RODS EMBEDDED T.O. NEW CONC m T.O. CON (E) LAB - i ( 4" MIN W/ HILTI HIT-HY 150 MAX-SD ADHESIVE. 2" MAX 100'-0" EF 99,-0„ .ip GROUT ALLOWANCE. 1 F (2) PLACES (E) CONDUIT TRENCH------"-"-- RENCH ® FIELD LOCATE EXISTING BUILDING FOOTINGS. DO NOT 1001C-02 I j REMOVE OR DAMAGE. I n REF o 18'-0" 1'-2" I cn I I I f i / REF r� t r , t NEW CONDUIT ': , , ., ' TRENCH 4113\ TYP GUARDRAIL `�' (E) BURIED CONDUIT TRENCH 1001C-02 1 i ; i ,,,, k ' T.O. NEW CONC �•I i, 0' � C-03 Ili 10 -0" TYP 1001 j' 1 j \ � 1 LOW-POINT , ;°i I ' LOW-POINT . I ! OF CONTAINMENT 4, , , II : i1 :j ' ; _ _ -_- ! 10" SLAB W/ II I 0 1 � #5 ® 12" OC EACH WAY . —�- '�►'� —�- j� D i I III �. ' ■' . CENTERED IN SLAB - -- �� so i 1001C-02 V II i•1 II f � — - . C- I SAFETY Iv \\la,, - ---- - '/ I� GATE .._ - . __ PRU GEN 6-- , = LOW-POINT ; - I i i — -- — Y \ NI 11 i I; i i ; I r y ! U I i I ' { I ' ' ' \ .. �. i Iii I _'. ,- 1001 C-02 ,,,[ I 1 Ii 1 II j I II I i I ! S 0D PRU GEN r -- _� ,W i li' ' - - - - �/- - - - r.17 \----\—LO I X11 �� I I ■l i� i— �' 6 INFEED I \ T.O. NEW CONC r I � � , 4_1 i4-__ - - __ LOW-POINT " 4' 1' I r � Ir-+ --: - .__ ,' - - i y , ' l ill I'I I i TYP P 9 0" TYP � 1 i; I , I ti 111 Alv,e I ! j 5'-1 ' !ii I; i (2) #5x 0" LG 0 6" OC co 1 . i r.�I .77--- m _ 1' I I� , TYP AT INTERIOR CORNERS N o .. _. CSS GEN 6 _ _ CENTERED IN SLAB B i �n _'.„ — Aid -*t 1 ! �: i SKID FRAME, �— �_I, I! '' _ I - I - I- ,---i - r'- - y P II ; , 1 Mill 1, II III ran, I �' - -- -- REF ' _ h tl l Jam' i 9 i 1 I + :.:a_ •. . �. n�-•h-f'.I "_ ..- � ,...._; .__—...--....._..I -----------I--1177-",1;°7-.7:7:4 _,-e`^.- 1°°'t. ¢S—_ i �i►1: �' —r ==�m ► n�r►���a►.� s 11 -_ Y \ - \ \ - - -+f�- J ° i I I 0" TYP N K, UENCH TOWER j ; "' 1 II , � '` '�'� ,_ O L \ \- G , ' - I i1 i T L�._.. _� r --I--I I NEW CONDUIT f _-- 1 -.-__ I v '�Sj ! I -� I S VB. 11 �,.- L ■_ ■ .,.. se:.� - - - �- TRENCH GUARDRAIL p 1 c I. I 1 ••rI .��.. ' ���.I 1001C-o3 ° rD - j 1001 C-02 1001 C I F I 1001 C-02 6'-52 X I �A> I 1 E i ,1 LOW—POINT ■ i SLOPE y"/FT k10 -O2 *- � v PRO,coCci x. J• 8'-8" / 2'-O" I �C9 S8 17PE� O� 2,-3„ H _ r- 2 O" OREGON I MIN TYP I © -gyp -I Z 1001 C 02 T.O. NEW CONC — — 99 -0" TYP ,°° --- -------- ------------ - - - -'- - - - - - - _-' �-----------�------------------ ----- ---------io�r---- -' T.O. NEW CONC ,-_y WAL ----------------- -------- 99'-O" TYP I 1EXPRRES: q 74:iy I I _4(----------- ---- -- -- _.__- --- ---- - r o • EDGE OF — - - - - - - I - I - -1 - --- - -- - il BLDG COLUMN - -- --- ------ - --- -0 2O'- " 10'-O" 41'-11 1,-0" i 2'_3" ' 55'-9" a_ L A B ISSUED FOR CONSTRUCTION ISK 12/14/12 'f 78'-O" A ISSUED FOR BID ISK 12/7/12 PLANREV DESCRIPTION BY DATE z.: EE JOB NUMBER t 1 /4"=1 '—O" EVERGREEN ENGINEERING THIS DRAWING IS CONSIDERED • .':•• :• Engineering and Construction Services 2326.7 CONFIDENTIAL AND PROPRIETARY, i .. • EUGENE. DUPLICATION OR TRANSFER,AND O am: JSR COMMUNICATION TO OTHERS IS 1I. nr ` (s41) c°�° PPP. PROHIBITED WITHOUT THE WRITTEN 1000C-02.dw CONSENT OF AGILYX ISSUED FOR EE MAW 1000°-02 �° 9 1 • SIZE DATE: DRAWING #: AGIHZ-1000C-02 REV a i l }-{ D 10/31/2012 DESCRIPTION: B a FOUNDATIONS PLANS W C ONSTRUCTION T AGILYXPROJECTNUMBER: AGIHZ CUSTOMER: AGILYX SCALE: DRAWN BY: SHEET: LOCATION: HUNZIKER CUSTOMER PROJECT ID: EVEREST 1/4"=1'-O" )AK 1 of 1 �I ■ O M O — - , AGILYX REFERENCE DRAWING: i DAGRAILWYIXNGRENF0E.RE3N0C1E52D5RA, REV 5.0.0 A "CSS SKID DETAILS", SHEET 2 OF 3, "CSS SKID DETAILS", SHEET 2 OF 3, cr DRAWING No. 301500, REV 5.0 EXISTING SLAB / , T.O. CONC --I Q- C) _ _____ --- ---- - --- ---- ---- - r-- -- -r.------_-_,-,,,-.-:---. - -- ,-,---=-,-- - -- ---- --- --- T -rw.- ---- - ------------ -- 7------ ---- -1:= - ---- - —---'-7"--717------------- ------- —,-- _ EL 100'-O" REF ii 1! 11 11 . L It il Ji ___Ji_ . I 1 ._ , __ _,_ , ., J:._ — -4'.i. -- - - - - -------j'-- -— — _Lc_,, —IT—Tr ri--n_ -- — 'IT—71— .1 , -rr--n- 'IT—Tr —ff Tr --_rr•Lt- \ —`' -n H H H H II I I #5 CONT b I I I I i if ik < . ..0 4 1 ' 11 II Int i iir i i if iir # if ii if (5) PLCS, Tl'P 2/ A - , •\: .,..x..,..:\ ..:\ ,_et - III Nalnaltaira t\ • t . > _SLOPE DOWN , ,, , , , ,, ,,,_???2;, 3ra,„ ,._t(,,Ipe.i , i i,:or.vatz,„ •_. ,,,,‘,, ,r70,..,47±,.,...,: 10,74, i,,,,c,,,,$),::: _. ,;7,;,:4A , (,,, ,, , , , — _i- , , „,, _ - , , ,,,, , , .. ,,.--- , ----7 „q*.)' ,"".- 0' ' - ., v ---..9-"i 1:0-1 -9: OC EACH WAY, '''' ' , '' I - SLOPE _ —_ DOWN - /2 r L.: r , . . , ,_..,-,,,-, ;If '- ''' ' ' ' -' ''' ' '''''''- ' '''''' .' ''---- '''''' .'<'1:A}.4"''''''';'1.-z4-".2---1-'- '''' '''? ' t---)4;li-1 ''''' - - -)'''' ' r4^'IlluL. ' - -' ' 1-'4"- ''''' ) ''. ' ' ' - 4 #5 0 9" OC, A . I) 4 AIN . Er ler•••411. lo. l""MIMIII W /,' V/\ \X'<':C/, //. . V-0" MINIMUM TYP .....11:411,13y; vi,.-- - , ....1.. -, .....„, CENTERED IN SLAB TYP - 3/4"=1 '-0" .......,,, \ — \ - - H - - - - H SEE SECTION "B" FOR \ EXISTING SLAB MISSING INFORMATION b URETHANE SEALANT, T.O. CONC AND - ' ' '-'' --' A - ' ' 'E\C-1:1-014 ' ' '... . ' - ' -'1- ' ' TC-''4' 1.li ' 1.11.7571:44:1:7,147Pro-14r1—FI -49*- ' :ii MINIMUM / '/''/' I I EMBED PLATE 46, Y2 WIDE x Y2 DEEP, .. to - EL 100'-0" REF l' TYP ALL AROUND 1 )CONCRETE IINNNNNI:I \I + T.O.TE1-° 1 ONO'— TYP AT acH END cc cl , - , ------ Y2 ASPHALT IMPREGNATED FIBER BOARD, TYP ALL AROUND 1 CSS GEN 6 SKID FRAME \ - - [II - - 4, Or_ CONTAINMENT :. \‘1 :', , ;.__• „ ,,I ,„ ,, NOTES : A. SEE DWG AGIHZ-1000C-01 FOR GENERAL NOTES .....\ , _. 1 I I , AT LOW-POINT v) ' #5 CONT iiiiFir > 14.1 f';- : -:-,-^, (5) PLCS, r(13 . • A 4, a 4, OF CONTAINMENT cc , „ ,. , , :-:-.-: ' ('' \:/ '-/./.--: i co a 1 1 EL 98'-r > wiz/ ib 0 g . /, ,,/,-,.=,.,,,. \ .....\ , _ N.\ _. .,://:, . • . . • . . . • , 0 TYP 1 1 ,. 41) •4, , i :., t A , ,, , ,,„„4_,,,„4._,,,,,,,,,O.,,, r r,,,,,..g, ,,,,-0,-.7.,.. -A-:(2,:,---- T n':--",:), ' 'r-s,14,-)''':(y1.;,-);.r,.--)., ':-:; 7:(''.' •!:-7'-'''.3 %."<. .Yi-•-.---''',(`";-.f:%-=, ? . .-1>-,;`,-)'"1--1.,4-:' , :-_\,,f,-..2-- -: -,-')---,,r-,1,-- :4:...-',!--,,,,,-:''_: '-':');- ,, ' C.:'';'”---'',--f, ';',:-.. .--, -,-..'7::,a_...,C::-•, -,-,',',:;'-i)3-743,,:t. ra-,9,,-,--1,-'---,,,-.,,,,k,': ,--:,.. :,,,, ,,.; .- -- ,-f..-;--,:::,;,-,-,.:,,. ia---,--',.,--c-:- '-';--,-,,:,-,; 7-,'r=i;:.Q-,c,:--,i,'',,:1_,,i;---; -,-,-„, ,,,,,::,,,,,,._.,),:._-.:,,,,,,..,,,,,,--,--,,,,- \ - 1 - M [...: - - H , 3/4" MINUS CRUSHED GRAVEL, COMPACTED TO --\----- 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557, 6" MINIMUM DEPTH OF GRAVEL I I I a re) #5 4) 9" OC, CENTERED IN SLAB, V-0" MINIMUM 170 TYP TYP / / 1 1 - - - III O B SECTION \ - - H - 3/4"=1 '-o" 1 ) I i N) ID ulk I I = I it) 0 W CD b I I I 1■ le1/41) \ - - \ - -H - - - - H co PROp ‘k‘i ,, -- PL 3/8"x6"SQ W/ I NE. tS> I I rip C.- ke 14 "ty. b (1) (2) 1346"0 HOLES to cr 58 7PE 'F / . I \ - - / /1///2.- .4 OREGON I I \ , 7t- A. WALI \ - - ' Et1 - / - - H .>& I' 3', 111 I I EXPIRES:4130y I A I II / 0 TYP 2 CENTER OF co I QUENCH I me i \ \ ow—gffderwm--en Fe) TOWER m I , D M I 2 . M ___\_ _ \ _ —k- El - - - - H B M . 1/8 I Mr M --\ a r=I TYP 1 1 lei INN\— V . .,. .,,„ E - - TACK (2) PLCS .- t . r AT 180% 1YP . \ — - III -1 - - - 1 H 3/4"Ø F1554 GR 36 'B ISSUED FOR CONSTRUCTION W/GENERAL REVISIONS ISK 12/14/12 ANCHOR ROD, TYP HEAVY HEX NUT A ISSUED FOR BID ISK 12/7/12 r4 I I & STD WASHER, 1 ■ I 0 ISSUED FOR PERMIT JAK 11/14/12 ,. 1'-4" I I 6'-O" REF 1 1'-4" T YP REV DESC RIPTION BY DATE / / f / DETAIL (16) REQUIRED ci -0 il, 1'-8" 1 5'-10" '1' 3"=1 '-0" .... • EVERGREEN ENGINEERING EE.108 NIMBER . 2326 7 THIS DRAWING IS CONSIDERED CONFIDENTIAL AND PROPRIETARY, 3 I DUPUCATION OR TRANSFER,AND agi I y H :::::, ..,..,....:.,.. Engineering and Construction Services EUGENE, OREGON Clak JSR COMMUNICATION TO OTHERS IS 2'-3" 1, .:..;.:;.:.: - (541) 454-4771 FAX: (541) 484-6780 I ...... ,.....- . wwwAverweenereinssilnipoom PPP: PROHIBITED WITHOUT TFIE WRITTEN >-' 8'-8" ISSUED FOR EE DROOS NUMBER 1001C-01 ICOO FILE:1001C-01.dwg CONSENT OF AGILYX , / / SIZE DATE: DRAWING #: AGIHZ-1001C-01 REV A n DETAIL _ CONSTRUCTION agilyH D 11/06/2012 DESC RIPTION: CSS GEN 6 FDN DET-AIL , B , 2.` 1 000C-oy 3/8"=1 '-0" • AGILYX PROJECT NUMBER: AGIHZ CUSTOMER: AGILYX SCALE: DRAWN BY: SHEET: -..i., ' LOCATION: HUNZIKER CUSTOMER PROJECT ID: EVEREST AS NOTED JAK 1 of 1 .., .., ,., ,-; _ __ _ _ ______ ______ . • N OTES : NEW CONCRETE SLAB (E) CONCRETE SLAB A. SEE DWG AGIHZ-1000C-01 FOR GENERAL NOTES 1 D E _I i GUARDRAIL #5 © 12" OC EMBED 6" INTO NEW SLAB ' `- EXISTING SLAB. EPDXY W/ HILTI 10'-0" T.O. CONC HIT-HY MAX SD ADHESIVE REF EL 100'-0" REF ra SECTION T.O. CONC _ I I 3f4 -_1 -0 1000C-02 „ EL 100'-0" REF ° ° ° ° a ° ° , - I( II a TYP ALL (E) SLAB ° ° G ° 1' 4° 1 T.O. CONC `' ° _ EL VARIES a `4 ° P^ SE E PLAN ° •° ° f SLAB PER PLAN 1" METAL PLATE L2x1}�4XY4 W/ 3/8"0 x4" HEADED 3'-9" TRENCH COVER STUDS 0 12 OC TYP 6" TYP TYP All . , #5 ® 9" OC EACH WAY, DEMO (E) BURIED CONDUIT A #5 0 12" OC TYP #5 0 12" OC EW TYP CENTERED IN WALL TRENCH AS REQUIRED 2'_p" E SECTION TYPICAL 4 WALLS ° REF 1000C-02 3/4"=1'-0" 6" PVC WATERSTOP ■ . T.O. CONC ° EL 100'-0" REF "` ° ° SEE SECTION "D" FOR MISSING INFORMATION CENTERED IN WALL TYP ; T.O. CONC EL .� . ° VARIES, SEE PLAN > 10" ° ° ° -a T.O. CONC _ EXISTING SLAB TYP .,� n ; . . - �_ , •-_,. - q -� - EL VARIES - , T.O. CONC �' f f .-, y�,,,:,' 3 ; n� °'A. , r).- C Vow, ;✓ 1C �✓-•' / - . I_/��"� `�` ) .3 -*\may y., t A , „ —+ ° '' ,;v, '„ t n , r r f.\., - ,:i-r : ,� - •,- .. \�-, SEE PLAN c• _ 112 a r , ,-„ r,, y . , ,::..rte , _- - - ,, ” . ,. , , 12 EL 100 -0 RE \ i 1'-0" MINIMUM 1,-0" _, 77 ��-�'\?' \ TYP TYP 6" 3 -9 T.O. CONC ii: �� ° 12"12 -0" i \\\�\), #5 ® 12 OC EMBED 6" INTO / TYP TYP EL VARIES \\\\�<\ ,, ♦+ , �1 #5 ® 12" OC EW TYP SEE PLAN ° �'�\ ° ir- t D EXISTING SLAB. EPDXY W/ HILTI 3/4" MINUS CRUSHED GRAVEL, COMPACTED TO SECTION # ' �' ' '�:'? HIT-HY MAX SD ADHESIVE #5 0 12" OC EACH 95% OF MAXIMUM DRY DENSITY AS DETERMINED 5 12" OC 4 140� { 3►4' WAY, CENTERED IN SLAB BY ASTM D1557, 6" MINIMUM DEPTH OF 1000C-02 3/4"=1 '-0" # - GRAVEL, TYP SECTION rr SECTION rit 1000C-02 3/4"=1'-0» 1000C-02 3/4"=1'-0" SEE SECTION "D" FOR MISSING INFORMATION i 1" (OR 3/4" W/ SHIM) METAL PLATE TRENCH COVER 1'-0" T.O. CONC ` EL 100'-0 RE < REF` \° _ ° 0 - ° 18 -0" << ° e _ • ` `��`� SAFETY GATE �. �; � - ` ° �. I T.O. CONC G REF \ \ EL VARIES ` L ° ° GUARDRAIL \ I NEW SLAB s ° \ I T.O. CONC SEE PLAN o ° ° ° �12 ��� EL 100'-p" REF ° 12 I \ r TYP 7, TYP n II \ \ \ l U � \ ,\\ G SECTION . ,, ,,, . , ' C,‘,'!:. ,-. , :'�..'- 1000C-o2 v4 \4ti; \\`\ \ \ t , u ?J�y » 3 » » » 3/4»=1 ,-0» `.; -'7. ,-'4"- 1 (OR /4 W/ SHIM) \ N , . : SEE SECTION D FOR MISSING INFORMATION \� SLAB PER PLAN METAL PLATE TRENCH ° \ COVER Eo PROF \ \ EXISTING SLAB 1REF TYP �������FF�s4 \ \\ (2) #5 ADDITIONAL T.O. CONC _ saa 7PE EL 100'-0» REF ° G D , ' �J l ly�z. AT CORNERS . \ \ Z. OR 8" TYP D A \\ \ \` -- — 45" T.O. CONC i s ,.\'' %� � » iN �.. A. WA\- „ �� #5 0 OC EMBED 6" INTO #5 0 6" OC EACH WAY, \ \ / `. � \\ \ W/\\ �. 45 SEE PR LAN `\ O ° • EXISTING SLAB. EPDXY W HILTI 'EXPIRES:6/ i4t I CENTERED IN WALL \ - •_ - ! -- -.�. HIT-HY MAX SD ADHESIVE TYPICAL 4 WALLS \ \ \ . :- \ T.O. CONC EL , ._ , 6" PVC WATERSTOP -____ - VARIES, SEE PLAN H SECTION CENTERED IN WALL TYP - — — - 1y" CLEAR 1000C-02 » - ° -� TYP 3/4 =1'-0 , iSEE SECTIONS "D" FOR MISSING INFORMATION \ .. �: /`, .-% ✓-,�-/� .,tJ."' .( may. /, a rJ� (� c.o- -, ,, 'T--'c'c/ .-.� ,S, 'i � .- °—i {-. 5.. 7 C ,f�t J�..�r�✓a 'lJJ�� r rn ,70 C t - x 7 ?/%-, *-1"1- .. ".a ',"'-. y?cY�\?▪ '-. -( k�'i t?\::,, a.,..4),-,,,),-',----, -,J% ,- ,- _',,, , , i. _• / , vJ. 1'-0" MINIMUM \\ B ISSUED FOR CONSTRUCTION W/ GENERAL REVISIONS ISK 12/14/12 ° / TYP #5 ® 12" OC EACH WAY, 4" MINUS CRUSHED GRAVEL, COMPACTED TO a CENTERED IN SLAB 95% OF MAXIMUM DRY DENSITY AS DETERMINED A ISSUED FOR BID ISK 12/7/12 0 BY ASTM D1557, 6" MINIMUM DEPTH OF GRAVEL, TYP REV DESCRIPTION BY DATE 1'-2» EVERGREEN ENGINEERING THIS DRAWING IS CONSIDERED 20,-4» TYP ;::•, Engineering and Construction Services 2326.7 ONFIDENTIALAND P PROP AND .: •4 , .: (841) EF am JSR COMMUNICATION TO OTHERS IS OREGON ••• - PROHIBITED WITHOUT THE WRITTEN B S I N o�wac 1001C-02 C-02 �1001 C-02.dwg CONSENT OF AGILYX 1000C-02 » I S S U E D FOR SIZE DATE: DRAWING REV o 3/4 =1'-0 AGIHZ-1001C-02 a '' D 12/4/2012 B CONSTRUCTION $ y DESCRIPTION: CONCRETE SECTIONS . AGILYXPROJECTNUMBER: AGIHZ CUSTOMER: AGILYX SCALE: DRAWN BY: SHEET: , _ LOCATION: HUNZIKER CUSTOMER PROJECT ID: EVEREST 3/4"=1'-0" ISK 1. of 1 M Q n M N O z NOTES : A. SEE DWG AGIHZ-1000C-01 FOR GENERAL NOTES 3y" 2 I „ 13/6"0 HOLES FOR (4) 1 NP W3" HAS ROD EMBED 4" WITH HILTI HIT HY 150 ir MAX EPDXY _ PL /g x7" SQ 2" PIPE CAD 1y" STD WT PIPE i 6'-0" MAX POST SPACING �-- - - = 2" S/40 PIPEx6" LG 'e) 34 LOCKING PIN OR EQUIVALENT TOE PL Y"x4" 1 T.O. CONC REF 16 , U L, 0 0 0 3y" MIN I , EDGE DIST '- o ca rm DETAIL 10000-02 1„_1,-0» $D PROp�s C7i�G�NEF'PcS'jO 4 58417E 4 OREGON tik`,r/4 ne �,20\1' e A. 1 EXPIRES:4/371N 1 Y 6 V x °° x a vi A ISSUED FOR CONSTRUCTION ISK 12/14/12 REV DESCRIPTION BY DATE • • • EVERGREEN ENGINEERING a M THIS DRAWING IS CONSIDERED ;•.•:•. Engineering and Construction Services 2326.7 CONFIDENTIAL AND PROPRIETARY, o _.ti.:. � � DUPLICATION OR TRANSFER,AND o " : :; ��� �a4—.m Fix: (a+�) ask JRS COMMUNICATION TO OTHERS IS ISSUED FOR ° PROHIBITED WITHOUT THE WRITTEN EE MRS MUM 1001C-03 FL 1001C-03.dwg CONSENT OF AGILYX CONSTRUCTION SIZE DATE: DRAWING #: AGIHZ-10010-03 REV a �' D 12/13/2012 A DESCRIPTION: CSS GEN 6 FDN DETAIL AGILYX PROJECT NUMBER: AGIHZ CUSTOMER: AGILYX SCALE: DRAWN BY: SHEET: LOCATION: HUNZIKER CUSTOMER PROJECT ID: EVEREST 1"=1,-0" ISK 1 of 1 0