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HomeMy WebLinkAboutPermit Building 2018-07-20V)Z Yo Q�V) 3>_ }} U FJF-. Z m Z 7CLW 00 ilx o ----- ---- g?Q e Xw 4 QF ; Q4� bn rj SPRINGFIELD .�\\: z EUGENE F 2 d II g d , b i GLENWOOD GEMFAL 4 4 Q I RECEIVING STAMN >� 11 '"ti t �,8 �aNtwo o'�, ® e GOSHEN lb- lr - \ E 17 th Aven New Tank Concrete Pad t1 E GLENW00D CENTRAL RECEIVING STATDN ' . • • °� •> a PROF60 a 2803PE E O c O 0 w �Y S 0 O 0 a c a o 9S�` UCY 12,20 N�Rq BAJRP � � m - - exPlrvHon Dare 12/31/19 m O �l as U sNEEr � N0. Ven[ 15 K Transformer VIEW Z M°°n Fence .;a° MIND CLIP rw. <°°. Owr° Y Concrete Tae Wall � _ "^ax. Length 47' zmz j`` , II >� j A p„a » w IIII/X� 0°-� z - viE 00 ? g - - -< Z 65 ax g Ile All/ I ` ell%11, x IALo �w ell re el"I'le"I'll 11Ile�., A Ir 11 ell”, I'll/ 1 ¢F s. Ile "IelleN111111111 IleBollard - FootinwQ 03 BY VIEW 1 ,23 Specifications and Notes Max 70 Construction Specifications, Execution, and Workmanship Shall be in Accordance with Steel Tank Institute Standards UnlessDUE _ A Superceded by Supplemental Specifications, Approved Shop Drawings, Special Provisions, or Change Orders. - The Purpose of the Drawings is to Show a Diagrammatic Representation of Minimum Required Tank Features and B Accessories. Contractors will be Responsible for Verifying Dimensions, Proper Sizing, and Completeness of the Tank and - Refueling Systems. Ile - Dimensions and Locations of Tank Features are Shown for C Informational Purpose Only Which May be Changed as per CO Manufacturer's Recommendations. ManR�EnM.,nsa°EM°aVALVE a,ew°a „a°°OIL CRY PAUL VALUE °°,"T°°°°„DROP Tank Shall be Double Walled, Dual Compartment Steel Tank of ”"TR°"'°""°°°"°"°'°"'°""2°"° iMOePHER1CVENDDI6- OFF CUT AT AN DEG KID D 14,000 /2,000 Gallon Capacity Properly Labeled UL2085. NOVEL SEELWPEMESH3Ymz5 .RYEM,aALARM PAT AT or, '"°R, `�'* E eE°�°"R.,°a",","MEMn Va.,°"° H P TIESNPEURT Tank Foundation Pad and Retaining Wall Shown are for °T°""` `"°"'"""°°"°"NU) - E Illustration Purpose Only. Contractor shall Propose a Design EMER°E"� °°°°'�"91Bn°`"'"°° "'""°'°'°`° BE 710 1 lo 227V CALENDAR 2- a ILL P CRT BALL VAL' Prepared and Stamped by Oregon Registered Civil Engineer. sEr°"°.n ,"M °". aINSPECTION °R. OFF FILTER MY RALLY CAULOCK net PILL PON Ne VALUSE d .. .0 •...•. ... ........: a .. 2- PVI Ced DPROFFFee„ate„ We °MP"R E"T,aaa°.,Tk . NES/� sEr.,,aT°u,°�°M. p o NGi Ated ESIC Fee - - OR ON �Q y y Qcc _ I/n c°"c sue eella ° Prov. e"uvuvE °"MaRR ucaxr"" _ 0)Y C a 6 9sy/ <r o°e°r°a°LHEA° c a O 11112 c�P tiaRA °EaRnE,° M."MOUT°°MP o a 6AJftP at IRS DI PUMP 0_ EXOiration Date 12/31/19 ON7 VIEW 2� oQ U SHEET Z N0. a SCHEDULE ao srEEraou o UT FUELDISCHARGE Sia PAGEF NZ p GALVANIZED SCHO3?L � L5 j }VO M 3x1 V2 EEa"co 3x1FEa"co Zm Z Z � 3- STEEL CHASE rA"KsLAa a - O a_ 2 L- SLAV TOP SPUR O�W o" WRQ GRADE III- Z aWa JFK 1 F- 21— _ I I 0_ W SS FUEL BALL VALVE 3 —11 aF IT IT SUMP BULKHEAD IRA SI.IOR °"a°°r HOSE wQ 03 a PARK I N � S1 -AB FIGHT HERB COUP FTG M - —3'SCHD 80 PVC CONDRITTO FUEL ISLAND 1 11T SS FUEL PORT BALLVALVE -� 1" �- Detail SUMP A 6 Spec ificctions and Notes Construction Specifications, Execution, and Workmanship Shall be in Accordance with Steel Tank Institute Standards Unless A Superceded by Supplemental Specifications, Approved Shop CLkFLEX Drawings, Special Provisions, or Change Orders. _ ROe�JS/O ETT TWIN DISPENSER E HOSE) BREAKAWAY I The Purpose the Drawings is to Showa Diagrammatic of BREAKAWAY „osEISWIVEL IAUTO Representation of Minimum Required Tank Features and �����D E e "°II" / .-' 8 Accessories. Contractors will be Responsible for Verifying /728 3PE Dimensions, Proper Sizing, and Completeness of the Tank and LAP SS DEF Refueling Systems. (/ `�-oe€� �o 0 ,�, �Q y15 „NrOOEP"OzzLE = Dimensions and Locations of Tank Features are Shown for 9s9 „o\„s2Zoo6c�e� C Informational Purpose Only Which May be Changed as per NpRq Manufacturer's Recommendations. BP�ftP c i EXFOti°� oOtc 12/31/1e ° � m �¢ Tank Shall be Double Walled, Dual Compartment Steel Tank o D 14,000 /2,000 Gallon Capacity Properly Labeled UL2085. -> ,TER"co C a III � _ sr`E`CONSUL IMPACT VALVE IMPACT BRACKET NMI Tank Foundation Pad and Retaining Wall Shown are for E Illustration Purpose Only. Contractor shall Propose a Design -.- Prepared and Stamped by Oregon Registered Civil Engineer. -6 r3' EXISTING ISLAND N Q .o Lj o POLY CONrAINMENTSUMP o C C o „a PPE sOPOHePYoCONDUIT SO SAID 80 PVC CONDUIT UP CHo TRANSITION BOOT Y) o i v CHOY FLEXFUEL TRANSITION so ?� U SHEET 3 N0. d 2x2x-t Angle Post Embedded in Concrete eeuGrS - r � a 9 Ll rr N w Cenere.e roe WellQo FENCE DETA nwer Mme QYO L i 2axZ �a F onk ZMz 3 Def Hose a� j - 4 CL0 W 7" 1 /4Weld Fuel o Q O/ pee (� story a st Z„ 80 Gond�t w' 1 1�/2 OPW lex uel S 3/4 50 r2 /A No¢le 25 / _ �V e t D> . D p -..... a New Benlet Two CI� ser wt Poly contAnm t sump m Woven 3x3xO.125 Steel Wire Mesh NOT TO SCALE Notes Construction Specifications, Execution, and Workmanship Shall be in Accordance with Steel Tank Institute Standards Unless Superceded by Supplemental Specifications, Approved Shop Drawings, Special Provisions, or Change Orders. The Purpose of the Drawings is to Show a Diagrammatic Representation of Minimum Required Tank Features and Accessories. Contractors will be Responsible for Verifying Dimensions, Proper Sizing, and Completeness of the Tank and Refueling Systems. Dimensions and Locations of Tank Features are Shown for Informational Purpose Only Which May be Changed as per Manufacturer's Recommendations. Tank Accessories, Dispenser Systems, and Associated Pipe Plumbing are Shown for Illustrations Only. Contractor will be Responsible for Verifying Dimensions, Proper Sizing, and Completeness of Specifications. Fence Posts and Bollards will be Installed During Construction of Concrete Pad and Retaining Wall. Contractor May Propose Alternative Installation Methods if They Conflict with Tank Installation. �.p��m;on Dace i2i3i rig c �Z � o 3� 5 }}U m � FJF ]�W C U USW Q U wo¢ ZZQ C C gw� o i d� 3 m p3 a a cn c � o m � C U Q U p C C m a cn U sN�r 4 N0. 30' Concrete it �Q Not To Scale 4,On Expiration Date 12/31 /19 Wire Mesh Fence •;LL L LLLLL LLL �L ...�L L LL L I LLLL L LL � LL LL - LL LLLL LLLL LI_ LLLL L L� LL LLLi.. L.L _LLL L i I ILL LLL L 'I LL LLLLLL _I LLLL : LLLLLLLL LLLLLLLLLL'L .LLLLLLL embed min: 1' LL LLLL i717a Not Specifications and Notes Construction Specifications, Execution, and Workmanship A Shall be in Accordance with Steel Tank Institute Standards Unless Suppressed by Supplemental Specifications, Approved Shop Drawings, Special Provisions, or Change Orders. The Purpose of the Drawings is to Shaw a Diagrammatic Representation of Minimum Required Tank Features and B Accessories. Contractors will be Responsible for Verifying Dimensions, Proper Sizing, and Completeness of the Tank - and Refueling Systems. Dimensions and Locations of Tank Features are Shown for C Informational Purpose Only Which May be Changed as per Manufacturer's Recommendations. D Tank Shall be Double Walled, Dual Compartment Steel Tank of 14,000 /2,000 Gallon Capacity Properly Labeled UL2085. Tank Foundation Pad and Retaining Wall Shawn are for E Illustration Purpose Only. Contractor shall Propose a Design Prepared and Stamped by Oregon Registered Civil Engineer. 36 ' 4-m " Bollard Footin To Scale Notes Construction Specifications, Execution, antl Workmanship Shall be in Accordance with Steel Tank Institute Standards Unless Su perceded by Supplemental Specifications, Approved Shop Drawings, Special Provisions, or Change Orders. The Purpose of the Drawings is to Show a Diagrammatic -0Representation of Minimum Required Tank Features and Accessories. Contractors will be Responsible for Verifying C Dimensions, Proper Sizing, and Completeness of the Tank Q and Refueling Systems. Dimensions and Locations of Tank Features are Shown for Informational Purpose Only Which May be Changed as per h- Manufacturer -s Recommendations Tank Accessories, Dispenser Systems, and Associated Pipe Plumbing are Shown for Illustrations Only. Contractor will be N :DRespansibIs for Verifying Dimensions, Proper Sizing, and Completeness of Specifications. Fence Pasts and Bollards will be Installed During Construction of Concrete Pad and Retaining Wall. Contractor May Propose Alternative Installation Methods if They Conflict with Tank Installation. �z y0 U N _ 3? YJI- ZO]Z 7�W u oar UL�W WOQ ZZZ gwQ _ �W W � ❑3 a F i C O N � 36 ' 4-m " Bollard Footin To Scale Notes Construction Specifications, Execution, antl Workmanship Shall be in Accordance with Steel Tank Institute Standards Unless Su perceded by Supplemental Specifications, Approved Shop Drawings, Special Provisions, or Change Orders. The Purpose of the Drawings is to Show a Diagrammatic -0Representation of Minimum Required Tank Features and Accessories. Contractors will be Responsible for Verifying C Dimensions, Proper Sizing, and Completeness of the Tank Q and Refueling Systems. Dimensions and Locations of Tank Features are Shown for Informational Purpose Only Which May be Changed as per h- Manufacturer -s Recommendations Tank Accessories, Dispenser Systems, and Associated Pipe Plumbing are Shown for Illustrations Only. Contractor will be N :DRespansibIs for Verifying Dimensions, Proper Sizing, and Completeness of Specifications. Fence Pasts and Bollards will be Installed During Construction of Concrete Pad and Retaining Wall. Contractor May Propose Alternative Installation Methods if They Conflict with Tank Installation. �z y0 U N _ 3? YJI- ZO]Z 7�W u oar UL�W WOQ ZZZ gwQ _ �W W � ❑3 a F i C O N � F i C O N � N � � N O � O D v — Q N Lr- tn � U SHEEP 5 N0.