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INSTALLATION NOTES- N N N N <br /> A. BIO-DIESEL BLENDING SUMP PLAN VIEW C. EXTERIOR ELEVATION A-A <br /> ....................... ------- --------------------- ......... 1) 0 r <br /> 0 0 <br /> --------------- —--—-_--------- -------------- ------------- ............ AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN, - <br /> 1, SLOPE CONCRETE <br /> tir <br /> .0 LC <br /> 2, JUNC l'ION BOXES IN SUMP -TO BE MOUNTED AS HIGH AS POSSIBLE IN SUMP, <br /> 0) CD 1- <br /> u'iCy, <br /> 1 REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE T E­IAN 4'' FROM (o (7) <br /> NOTE. SURFACE, <br /> ALL ITEMS SHOWN, EXCEPTTHE 4, PEA GRAVEL BACKFILL. AL.-I.- SUBSTITUTES MUST BE APPROVED BY <br /> PMANUFACTURER AND O\NNER'S FIELD REPRESENTATIVE. <br /> FIBERGLASS PIE & FIBERGLASS PIPE <br /> FITTINGS, ARE OWNER SUPPLIED. 5, PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A 6'' <br /> COMPACTED PEA GRAVEL BEDDING, PIPING SHALE_ NOT BE SUPPORTED BY <br /> BLOCKS, PLANKS, OR OTHER DEBRIS. <br /> 6, ALL ENTRIES TO BE PERPENDICULAR TO CONTAINMENT SUMP. MAXIMUM 15' <br /> uj LLJ <br /> OFF LINE WHEN USING FLEXIBLE ENTRY BOOTS. z z <br /> 7. PLYWOOD 48'' X 48'' X 3/4'' PLACED 1-0 ASSURE 2'' CLEARANCE BETWEEN <br /> CONCRETE AND CONTAINMENT SUMP. <br /> 2 Lu <br /> w. Lu (f) LC Q" <br /> m cl lij �lj <br /> (I CL <br /> CD 8, 18'' LONG 2" DIAMETER FRP SLEEVE -TO BE MOUNTED WITH UNISTRU]" & 6 0 a-, o 0 <br /> LL U� �ii L.1.1 LA-1 <br /> U-BOLTS TO THE STP RISER, & SECURED 2'' OFFTHE -Top OF THE TANK RIB 11 LIJ rl (n V.) <br /> _"D D <br /> B-mo— > 5 <br /> D iii <br /> ...... T LINE PENETRATION SIDE OF THE SUMP, SUMP SENSOR ��`•,CSN PRODUC <br /> C c PRODUCT LINES-J' PRODUCT LINES 1-0 BE PLACED INSIDE OF FRP SLEEVE & [REST ON THE TANK RIB. <br /> 811 508 509 r00 8 84 FROM USTs 6" V-4/8" TO DISPENSERS I'-4X" 6" <br /> 9 PIPING TO BE INSTALLED PER NEPA 30A SECTION 5. CONTRACTOR TO <br /> 6 353 103 182 80 811 353 6 PROVIDE AT LEAST FEET OF STRAIGHT FRP PIPE RUN BEFORE THE FIRST <br /> RESERVOII:: CHANGE OF DIRECTION <br /> (PROPYLENE <br /> GLYC(5L"ASII 51610 SLOPE PRODUCT PIPING TO TANKS MINIMUM 1/41' PER V-0'', <br /> INTERSTITIAL ---— ------ <br /> FLUID) _ERIOR ELEVATION B-B 'll THE PRODUCT PIPING REDUCER BOOTS MUS FBE ORIENTED WIll I THE TEST <br /> D. EXI <br /> E --------------------- <br /> T U S E D, <br /> RIGID METAL 12, N 0 <br /> 700 401 CONDUIT <br /> (ENTIRE <br /> LENGI H) FOR <br /> FUTURE <br /> BIO BLENDING <br /> E PUMP <br /> _,� _ ____-___. .. 162 B___.v_._._...... _� ,......��.�_._...__..___.___._._._. ..__�..v......____.__.._. I <br /> 705 700 <br /> 703 <br /> 103 <br /> 103 ET3P-32 B-100 BLENDER <br /> 13 I U <br /> --­­---­-- <br /> L <br /> Cf3XD& <br /> z 4 <br /> < <br /> z <br /> 11 jl <br /> CONNECT INTERSTITIAL <br /> 5 9 10 705 SPACE TO APPLICABLE � 705KDOO <br /> PRODUCT LINE ACCORDING <br /> TO STP/DISPENSER 700 5 9 10 <br /> 10 700 Nk CONFIGURATION <br /> N <br /> PRODUCT PIPING PRODUCT PIPING 10 C) <br /> A FROM DIESEL TANKS DISPENSERS A B E. EXTERE <br /> IOR LEVATION C-C 0 <br /> ...........---------- ---------------- <br /> LIJ <br /> w <br /> z <br /> Lu <br /> B. SECTION A--A <br /> ----------------- - ---------------------_----_------- <br /> mmm <br /> ui <br /> -J <br /> 176 176 < _Z1 o !"- <br /> FLEX HOSE, FIT rINGS,& T 4J <br /> T� ('s <br /> uz <br /> 10 <br /> SAI....L VALVES BY OTHERS <br /> 3 <br /> < nUi LL z < <br /> "D <br /> C) < <br /> 00 <br /> _0 co LIJ <br /> (D <br /> 7 <br /> F. EXTERIOR ELEVATION D-D Ept o <br /> 400 <br /> z <br /> ----------------------------------—— __ --------------------------- .......... ----__ ......... ------ ------- <br /> 4 - <br /> 2 811 ui <br /> 811 2 _j 'gD <br /> RESERVOIR 01 fj <br /> (PROPYLENE GLYCOL 516 <br /> < AS INTERSTITIAL FLUID) c 00 <br /> an <br /> > <br /> 2 C/) <br /> C) 816 RE( EIVED (9 <br /> x <br /> LuI I Sl-'P 2 S ?01,� <br /> r <br /> x ENVIRONMENTAl <br /> PEM F/SERVICES <br /> j0 <br /> <z <br /> 77 <br /> E <br /> SCALE <br /> cn <br /> as <br /> 2 a> 1" = V-0" <br /> ;u D <br /> BY <br /> METER, BY OTHERS 353 6 DRAWN BY <br /> 0 6 353 7 <br /> < N SECTION E-E — yGL.Z <br /> 5 0 80 DATE: <br /> > <br /> LYN 0 1/25/2015 <br /> i N <br /> rn ► F" <br /> PROJECT NO. <br /> NO, <br /> 1 0/�" ul rn <br /> 65 , C W302 CA-1098 <br /> rTi <br /> �vv <br /> DRAWING NO. <br /> CIVIL <br /> OF Ch0;e T-5 <br /> 1`0 <br /> C-) <br /> (J) <br /> "T1 <br />