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Plans (12) BU P2018-00259 S COMCAST TIGARD AG DIESEL 5 200GL 11 - llfsboro .4'1Pimp Fl GOP �, . OF entice 11308 SW 68TH PKI/Inf PIPE & SUPPLY PROJECT INFORMATION: TIGARD, OREGON RECEIVED SEP 1 0 2018 BUILDING HPS PIPE AND SUPPLY 598 WEST BASELINE w CORNELIUS, OR 97113 r -',",i-em Banks f e . DATE RELEASE - vera North Plains n � ; � � � �- 9/7/18 SUBMITTAL r /� '6 3. S 7. I +, 5.�� s - - yet ,..,:,,,,,,,it , !'' :F 4 t ;ft . : z •3 . , tee._. '004.i. ', i ' ,-: 40 Forest Grove Hillsboro Portiar ri .:L L.:114,2: ' of �. 1;'�f� D A fO 10 D ' "' DRAWING INFORMATION: x 360 g.1'" ' ''' - - — 40 ., Aloha � � . WCOPYRIGHTED THE PROPERTYTHISDRAOFING THEIS OWNER. ITIS AND PRODUCEDIS SOLELY Beaverton wile w '•++ T REPRODUCTION FORUSEBYHE OROWNER USE OFAND THISITS DRAWINGAFFILIATES.AND/OR ��� « c ,� THE INFORMATION CONTAINED IN ITIS FORBIDDEN ��� _ _� „ r :#t'' WITHOUT THE WRITTEN PERMISSION OF THE OWNER. f lilwauki PLANS PREPARED BY: : tf.„: :r: Gaston. -Q-7J?-71) 11rNit P . C',1 y Luriwood I� ur91Tigard Si TE. CU , ,_„.. . , Civil Engineers g . _ . . . , .! ,, , _ ...... ,.,„ ,_,.:,..,. , , c C !PA" Don Cushing Associates t . Lake Dswego u Civil Engineers61) t36 k � lik 107 SE WASHINGTON STREET tiles Lig!I r SUITE 265 S1� �4t -, ,-.-._ PORTLAND, OR 97214 _, FFIC COPY (503) 387-5331 l E� �1' ce www.cushing-engr.com s '‘..1nrai) . . J 9 LICENSURE: CITY' ITY OF TIGAItD CE COO 1/ C TY MAP SITE MAP �o�eaPR REVIEWED FOR CODE COMPLIANCE r,o OffI N.T.S. � OFNOT TO SCALE PPOTC: [ j - �Pcrmit #: 1 �?1f� - n0a5" 9G NE OAddress: }J,3.Q.£ .5�.► 7'! �1�1�►y ��smite #: �" 46 f, By; nate: 4 -I �} - ,� '.s . / 1 1 - CVL ENGINEERING F RV : PROJECT PURPOSE : O OREGON _ iI A P L C A N T � E P � _S E N TATI VE . INSTALL AN ABOVE GROUND STORAGE TANK SHEET INDEX DEX F� ,��,� HPS PIPE AND SUPPLY DON CUSHING ASSOCIATES, INC. 40 Q7 , �V TRAVES BLANCHARD 107 SE WASHINGTON STREET, SUITE 265 (5,200 STI GAL) FOR DIESEL FUEL TO SUPPLY 2 SHEET NUMBER SHEET TITLE 598 WEST BASELINE PORTLAND, OREGON 97214 O�/ S`�`� CORNELIUS, OREGON 97113 CONTACT: KENNY MCMANAWAY, P.E. C100 COVER SHEET Y US J PHONE: (503) 332-3848 V C200 SITE PLAN EMAIL: KENNY®CUSHING-ENGR.COM S1 STRUCTURAL DETAILS RENEWAL DATE 12/31 /19 IA3PLCA\ T: HPS PIPE AND SUPPLY CODE I \ FOR V A Ti 0 \ SHEET TITLE: TRAVES BLANCHARD 598 WEST BASELINE 1. IBC-2015 INTERNATIONAL BUILDING CODE CORNELIUS, OREGON 97113 2. NEC 2014 NATIONAL ELECTRIC CODE COVER SHEET P OPER TY \ F 0 � M A T6 0 f� : 3. 2014 OREGON STRUCTURAL SPECIALTY CODE 8 III 4. 2014 OREGON MECHANICAL SPECIALTY CODE ® TAX LOT: 15136DA00100 ZONING: TMU - (TRIANGLE MIXED USE) QTR-SEC-TWP-RNG: DA 36 T1S R1 W 5. EPA AGS REGULATIONS Et SPCC PLAN —4441111"1‘ i 6- SIZE: 9.87 ACRES 7. NFPA 30 2008: BASIC REQUIREMENTS FOR STORAGE TANKS SHEET NUMBER: C100 • EY •lMSc�"�" ...., b�. ..... ...•... ... .. . • _ e .,. a ,. & . �., _ • uilimsbp, oro L �g A ::. Fe. ..,.._ t, , „:':;:' '. . . ' . . :...: - .. .. ' ” --- '„,,..,...,„..„.„....„ ..,,,,.,...... -i.:-;.... -,-.- ... ,,.-,'.:::".,-;,,,,,,i,,,,,,:,,, , ::.-. ::::„..„,,,,,,,,,...,,, , : ::,;.„.,,,,, . ...„.„,...„,„...,,,i-....:„.....„:„..:::„.„.., ,,,,,,,,,„:„...::.,,,,„,..,:„:„.:::...,,,.„:,,,,„,.„.„:„.„,,....„,,..:,„..,,., ."4-t"--.".."---tl:"•!..1. -."-!•,1.:''2,.'irSr1/4-',„ __ r • 4.. . ..: ,?tG°.., : : ...xe , .e. ..y^...b.r.,.., 3 V.. , yaL. ...,,it sSaE .-..... 3':: : '. t� 1 . ELECTRICAL, PLUMBING, COMMUNICATION AND m= _ PYry , 3, . a,.w r_ ervice � g ._ .lv"+-.... ': -� - .:.�::::�' • ». +.. b. c _ . d.': Y �-„ .<'.,.,. '...;.,., ;.,+3. ,:., ::.:.:..•:..:. • 'P'. ' � ....,- .,. , A, "1�$'0 :. ,6. 9, t � : ,.,, ,..,. .}.::.; :. -:�.S§ ".,k,,. :":,:::'....;......;::::"::::::::;:,•!;:':-::::-:":•::: :"..1 Fd �!."3%Z r:..e$;-; i ,p. ,. r, .P.� -...:-,?,. .... ..:. .'''!',1-.. �-,'.... i,...,s. < ::...:•.'...'::::1::::: :.:.:. . ER1 .. MECHANICAL PER TANK MANUFACTURERS ,#< . . : . ?:; ° . ,.. T^_ ,� ..„Sa ,.,f,aa.':�. r.+k r' $i` �^°t ,. :' '.q', <y: d: 3. a. a” -q� .Y�.. ,•,:.,: '2'�.nR ,. :.. '�-rc, .5!c '% .'.- ,-v...: A' �'Y'fx;:;_;.'... ,. $°. x ,^ • :..: •<, .::a',. ":. • ,.::.. .<a L< .,.:<:, >»:<.:5 REQUIREMENTS AND MUST MEET ALL CITY • • . ter. , ,; , ? '- A,e T TITLE » RECOGNIZED BUILDING CODES REFER 0 ...-.:::...,,i..,.,:,' , _ . • ”, ,, • 8 . .. ,.,...a': ,..> q, ` + ..- ..:©,},....ted . :..i... . i _, .: : :f-•• 3. S.r-x.+g r . �.r., , SHEET FOR LISTED CODES. 7.-.7,,f, �-. � - ..< ,<.. = f. .*•-,...., ,,.; . • •,•:. a r, .,. . .... .. : ...:,. ...:1.. .:,......, ..,.:f_...,,..• a .. ..._ _. f ,r .:mak. '� €c: l<. .............. . :...,. ,.,.awe, ,_.. .. , ..�fi. �., ..,.. g r...r 2. THE INFORMATION IN SITE PLAN IS PROVIDED BY „,-::'.. 42,:„...,,,r,::.,:.:::.,.,,.. , ,.. ... <.,_x .e , M • .. ;, :� , x PROJECT INFORMATION: ,,, ... .... ...;4<'.')•,a ,;: a:.-.a'.::: :" .'. r.:.'.. ,_,iPP ..:: -`1`. [ .,. ,.'.:;- '-.,.,,' �`.ez- xi- . :x.,r _ . <..,., b, } : 1,, PIPE' HPS CONSTRUCTION AND CITY OF TIGARD'S GIS ¢,3.,rg y.„ ,. ,,,.,_:,,,,,,,,,,:,,,7, - ., o , b `pl a gx• < .. : ti. M,X' & :�LS< ' - .....: g5 d A6 Y ,. , . .,„•,..,,,,,;,,,,,,._, ,,..::•,.,,,,,,„„,.....:„•: , ID : `:; ..,,•••••::• ',,?^ 'S :. INFORMATION. THIS IS NOT A SURVEY. • 3. CONTRACTOR TO VERIFY ON SITE ALL NFPA 30 SETBACKS MET PRIOR TO CONSTRUCTION. �� � HPS PIPE A 4. SPCC PLAN INFORMATION TO BE PROVIDED BY . "' ` <. SUPPLY OWNER. aam ar s S 598 WEST BASELINE ;� • 9 CORNELIUS, OR 97113 s " DATE RELEASE 9/7/18 SUBMITTAL r I }i . �= S • } r ,. } 4 .. •' .'. .-...—-. : i • ? i F Ssit �� .,< . DRAWING INFORMATION: k • u THIS DRAWING IS COPYRIG:DTITED AND S THE SOLE PROPERTY OP THE OWNERT IS PRODUCED SOLELY • I , , FOR USE BY THE OWNER AITS AFFILIATES. REPRODUCTION OR USiw OF HEI S DRAWING ANDIOR THE INFORMATION CONTAINEDINIT IS FORBIDDEN EXISTING UG TANK ...: '.'.' * WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 30' LONG • PLANS PREPARED BY 91" DIAMETER ! i •,- 29” BELOW GRADE FIBERGLASS, q DECOMMISSIQNING BY OTHERS " • • aiCU s rii roc ` - Civil Engi»ect's YE. g e • g 4y � 3 % � Don Cushing ssociates R • • v ' n 27'-3" u; L,4-ii, � �, • Civil Engineers 107 5E WASHINGTON STREET SUITE 2fi5 • 6 ,,,, • PORTLAND, OR 97214 k • �� GAS METER (503) 387-5331 www.cushinq-engr.com . . CONEX STORAGE NEW TANK �'�'� LICENSURE CONTAINER TO BE i PROPOSED ' � � � � A RELOCATED• LOCATION . 00; r,,c) P��F SEE SHEET S1 FOR OUTSIDE PLANT TRAINING BUILDING ,, TANK FOUNDATION O • 3TO BE RELOCATED 1- 5' MINIMUM 46 . r CLEARANCE FROM • ` 471,- A, BUILDING t OREGON it 25'_0„ MIN. • FUEL PIPE BUILDING • • 4�, ��� CLEARANCE FROM EXIT POINT C Q7 , 4/ TRANSFORMER TO TANK GENERATOR O 7+ DAY TAN K RENEWAL DATE 12/31 /19 Olikiiiiit' W TANK ASSUMPTIONS: ' � ��� ti GENERATOR • 5,200 GALLON 4\ . 4,. h 10,125 POUNDS . ....liy91".4, '.,,.,.,..,... • TRANSFORMER • L'"'"*".' ' '—. . SHEET TITLE. r ., • 7'-10"W X 8'-4"H X X16'L >�t � 3 SITE PLAN rte 3 . y.,..: <- a .. ,.•: tt,+Jii \i M 4w :_..o•.as-;- , . _, .:' . tE;i3 `;'>:, e=a a:k. - `4.'&,a• .''::. A • '., a: . ' .:::'.:::..:-'•.::1-.'...:..• ?p.a . ... Mai? a. s ..:: ,, -? ;>: l .. ".Y a k*+. • ^'�' - r - ,a: a SHEET NUMBER: NOT TO SCALE dd ..( , • :.,:::: :....,,,,,.,...::::„....„,„,„.,.., ..........„.... . ! ':ty.X '�R a;:° ..r5'" ,f s'.. X', .xv dIi: . • . ��,3t . . . a r' yY" gg 3Z' s: e� cti> . . € � �s C200 , • 9 '� g':,',.,,..;.''...'.:.,.:-!•:',"=::.'.14!: Y y .- ••- '••.`'. } a? :F A.B.'s =ANCHOR BOLTS 1. CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES PRIOR TO START OF WORK. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER -===---_------ --------- --:=- --47-------------;--- _.400 _ _ 2, _ __ THE FINAL CONFIGURATION ONLY. 22' — - -±----f- - , / 3. CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) -4 . illS 0 T T 4. THE FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 1,500 PSF. _= C A. ----- - - --=----- -- --------- - - ' - -----_--_-___-_- kB 's 10'-6 " . 8 A.B.'s 5. CONCRETE: FOOTINGS, F'C = 2,500 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS. - __ .004 / / 6. REINFORCING STEEL: FY=60,000 PSI - - - ------- _ --1i 7. STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE IN ACCORDANCE WITH AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS -= to AND SHALL BE ASTM A-36 U.O.N. ALL BOLTS HOLES SHALL BE PUNCHED OR DRILLED; BURNING OF HOLES SHALL NOT BE PERMITTED.ALL STRUCTURAL STEEL SHALL HAVE ONE SHOP COAT _-_ V. =- - -7-_--- - _ -L------ , 1 I INy........... OF PAINT. --- L . __I 4., ' --.— _ _ _#5 @ 12"O.C.0.C., ALL MATERIALS SHALL CONFORM TO THE FOLLOWING STANDARDS: = - t o = _ _ ... = _ I EA. TYP. PIPE: A53 GR. B (MIN. FY= 35 KSI) • , I SHAPES: ASTM A36/ASTM A572 GR. 50 1-- 1 PROJECT INFORMATION: WIDE FLANGE: ASTM A992 TUBES: A500 GR. B, FY= 46 KSI PLATES: A36 WELDS: E70XX ELECTRODES + ., + - STRUCTURAL BOLTS: ASTM A325N H PS PIPE AND 3 ,- NON-STRUCTURAL BOLTS: SAE J429 GR. 5/F1554-36 + ,, + U-BOLTS: ASTM A36 SUPPLY THREADED ROD: ASTM A307 TPAENRKMANUF. FLE-----__ _„,„..,,_ 598 WEST BASELINE GENERAL NOTES 1 2 CORNELIUS, OR 97113 DATE RELEASE 8/6/18 DIESEL TANK FND PLAN e,v—(8) 7/8"0 X 7" EMBED HEADED 1' ANCHOR BOLTS TANK SADDLE PER , . , + , - ,-- TANK SADDLE PER MANUF. 1,. 3-2 , + ‘, + MANUF. (2) 7/8"0 X 7" EMBED ..----c, .44111 HEADED ANCHOR BOLTS 1' W/ NUTS & 1/4"X 2-21/2" . _a _ ; '.., SQUARE PLATE WASHERS 3' i11 riga I I lili I I @ TOP & BOTTOM -6 2F-- Ea ..------ •. ---- I I 3 li, DRAWING INFORMATION: * * ---'' ' • LI THIS DRAWING IS COPYRIGHTED AND IS THE SOLE 1CONCRETE SLABI PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY _. .,.,,,,,,,_____ 1' FOR USE BY THE OWNER AND ITS AFFILIATES. I / / REPRODUCTION OR USE OF THIS DRAWING AND/OR 1 in CONC. SLAB 5.-8-16 THE INFORMATION CONTAINED IN IT IS FORBIDDEN / PLAN VIEW PER PLAN NOTE: ANCHOR BOLTS, NUTS &WASHERS WITHOUT THE WRITTEN PERMISSION OF THE OWNEF ARE TO BE HOT DIPPED GALVANIZED PLANS PREPARED BY: 1,,,, -,11- - ., - , c)s7,...„ - . , : • ,„ : 5* n I I h**:', - . )IESEL TANK FOUNDATION PLAN VIEW I 11X17 SCALE: 1"=4' 22X34 SCALE: 1"=2' 1 ANCHOR DETAIL 1 11X17 SCALE: 1"= 2' 1 22X34 SCALE: 1"= 1' 1 3 Don Cushing Associates Civil Engineers 107 SE WASHINGTON STREET SUITE 265 --- T— PORTLAND, OR 97214, - 5,200 GAL. FIREGUARD (503) 387-5331 ..----------- ,,,, www.cushing-engr.com 1 DIESEL STORAGE TANK 1 5,200 GAL. FIREGUARD 'N, /7 N DIESEL STORAGE TANK SADDLE, TYP. / \\ LICENSURE: , ciskv PR a . / \ SADDLE \\ (2) ROWS#5 BARS @ 1 / • GRADE AWAY -\ 12" O.C. EA WAY, TYP. , 3" MIN. \ / OREGON cb f 1 CLR. TYP. CLR. TYP. ii N. . , 1 1 \ /,, ! A 6C.C. 0 7 , 04/ \N, 7://'' ' ,_, CUS°‘ i V 2" CLR. -2- ' 2" CLR. 1 1 6" ------,,,,,,„„ ------- 1 _-__ - ....,, ...., ' RENEWAL DATE 12/31 /19 I ' • ' • • • • • • • • . • • • • • • • • 0 6" / . I • • \ • 12• • • • • • • • • 0 • • • • • 0 • • • \ E\1 0 • • • • • • • 1' 22' 3" CLR. GRADE AWAY 1 141-6,. • • • • • • • 3" CLR. SHEET TITLE: / COMCAST TIGARD 22-011x 14.-6" x 221-0" x 141-6"x 12"THICK SLAB 12"THICK SLAB DIESEL TANK fc = 2,500 PSI FOUNDATION PLAN fy= 60 KSI SPECIAL INSPECTION OF FOUNDATION INSTALLATION AS REQ'D TANK ENGINEERING BY OTHERS, INCLUDING SADDLE TO TANK CONNECTION SHEET NUMBER: NOTE: FOR ANCHOR DETAILS SEE DETAIL 3 THIS SHEET S-1 )IESEL TANK FOUNDATION SIDE AND END VIEW I 11X17 SCALE: 1" 4' I 22X34 SCALE: 1" 2' I 4