|
Boa--�NI -S,°
<br /> — _ -
<br /> A. ELEVATION I N T
<br /> �� (D 0 � 0
<br /> —CONDUIT
<br /> FILL_ LINE FROM u0 LO cn �0
<br /> ASPHALT STClNF PER REMOTE FILL r-
<br /> ASPHALT AND STONE PER
<br /> E3 F H I D E3 O 12 701) / u7 i a>
<br /> A r:> 353 2 811 352
<br /> E'?C1 X ."-
<br /> �_ � PROJECT SPE_C;IFiCATIONS //
<br /> PROJEC r SPECIFICAI IONS T-3 C0NDJJIT'
<br /> T-5 T-5 T-5 T-5 T-3 T-3 T-3 T-3 F-3
<br /> 9 405 �� r'" rJ
<br /> 3 1 1 2 3 -
<br /> NOTE /
<br /> REPLACE MANWAY SUPPLIFEw)
<br /> PWITF�U TNEMFMANEV�IA�.R �
<br /> Y
<br /> -- <? - SUPPLIED BY OWNER
<br /> ,
<br /> �, j m Nor _ 7 7.7
<br /> I�
<br /> NorE
<br /> CONTRACTOR TO PULE_ 71.39
<br /> ....,.er."0...._.._.__P1,._.,..,.....N'1., ,..........f"k..................M"i._._,...,,,.A.'i..._...... ..A"1_._.............d"'0._._,.,_J'�4.....____A" '1 ../"i.....,,,, f
<br /> BACK PRODUCT'LINE TEST 0 ,�^""W 0 _ rz
<br /> BOOTS IN Al_L SUMPS 3 120 I<
<br /> C4 - K �
<br /> , �
<br /> CL
<br /> NOTE 778 , a � n- u
<br /> ,
<br /> IS L PUMP CONTROLS ARE �� _ — f%
<br /> -TIED TO VE-EDER ROOT 450 .:r 7-- C 508 509 11 �� off I,�.
<br /> TLS-350 SEF SHEET E-b FOR _ �� � « LL a,' �j
<br /> 30,000 GALLON Z-O" h)r:TAILS 196 - u
<br /> 2'-0" 10,90Ql �. it in �Ua
<br /> r
<br /> no El_
<br /> _.____________ —___ _..----____. B3 9 E." o D I E S E L � .I d:� n ra
<br /> BALLON C?EF -- _ _ _ _ _
<br /> _
<br /> 4
<br /> {l.C':
<br /> 703
<br /> Z4\ NOTE..
<br /> NS FALL \T SHRINK
<br /> c--s --. __.._.- -roe — ter_ _ a r.. --a r_...— R/PIPE TING
<br /> _ __ _ _ _ ..� -- --- - -- OVER FIT...
<br /> ,.... _, & END MANUFAC`TURERN PER _...._._ __....._ ._..,...._._
<br /> i% -
<br /> I -MFNTS
<br /> i" RE( UI �C. _
<br /> 9
<br /> 405
<br /> NATIVE SOIL_ STRIKER PLATE INSTALLED BY XE'RXES -TANK SHALE_ BE INSTALLED LEVEL. -STRIKER PLATO_ .10 � STRIKER PLATE= PRODUCT TINE TO DISPENSERS
<br /> SERS D
<br /> INSTALLED BY INSrAL..L.F E31'
<br /> ,. F
<br /> E E M AL. VE PACTED \-11'�STAL-L-FRE\/IRA#1125GEOTEXTII...E FABRIC LINER IN TANK HOLE , - _
<br /> XEf;XFS XL:RXfLS I2
<br /> 15 700
<br /> 4 11 SOIL; DEADMEN "FO BE SET ON PEA GRAVEL WHERE REQUIRED, CONTRACTOR TO SUPPLY GEOT"EXTIr..E_ FABRIC
<br /> 13 402
<br /> 4 - VENT LINE
<br /> H . DEF TANK GAUGE FILL DETAIL �. DETAIL o — SUBMERSIBLE
<br /> Cj** . DEF TANK REMOTE
<br /> 6" CLEARANCE
<br /> BETWEEN LID &� 1-OP OF
<br /> RISER (TYPICAL)
<br /> �.
<br /> MOUNIF�MANHC)LF
<br /> _\ 17 Ei
<br /> 190 778 776 191 776 778 71 15t1J :3 4 1 WITH CONC'RL TIE
<br /> _, CROWNLJ o
<br /> (\/ :�Czrrrrzzlr 7' I J
<br /> ri
<br /> 5 _.
<br /> r
<br /> v
<br /> w10 ray:> c7 ,i _
<br /> — HDPE EX1 ENSION 450
<br /> TO TOP OF TANK. 9 .�� 811 2 v Nd
<br /> - 816
<br /> PPLIED&
<br /> ----.
<br /> INSTALLED BY _ DISPENSERS
<br /> ( �.._
<br /> _ PRODUCT CINE" TO
<br /> CONTRACTOR 0 7,
<br /> . _
<br /> SEAL- OVE..RLAP S 402 ) _
<br /> PENETRATION
<br /> MANHOLE SKIRT1-O
<br /> _f� r
<br /> I HROUGH HDPE
<br /> PREVENT BACKFILL �L v
<br /> EXTENSION _ 2L1LtL10t1t2L1T1FtCiffkL 1 - /" � _ __MANHOLE AREA
<br /> ENTERING C_ �._�Y1 3 J �. �1 - \ - —__.
<br /> MANHCaLEAE,E:A �� LLJ
<br /> OEEPLAN VIEW
<br /> 1w3 455 12 00 ....... — _
<br /> /T 70 Q 12
<br /> (f9 405 � 405 9
<br /> (518 51, 802 (� 7 c k _ 777
<br /> _ ._. - 1
<br /> I T 0 uj
<br /> 178 __-_- ._ 1
<br /> _ 7/8
<br /> 182 s...
<br /> _ _-._ . _.. --
<br /> '" 11 508 509 700
<br /> 1 JL
<br /> CD
<br /> —STRIKER PLANE
<br /> .4
<br /> INSTALLED BY XERXEES
<br /> O i� <1
<br /> _ �,
<br /> UST INSTALLATION T �, a z
<br /> u>
<br /> 0
<br /> 1. SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. c7 p
<br /> ILL
<br /> C_a x N c.>
<br /> 190 193 776 191 776 19'3) 19(a m n c cw c r
<br /> __,
<br /> 2. JUNC,MON BOXES IN TANK SUMP 1 O BE MOUNTED AS HIGH AS POSSIBLE IN SUMP. C�ONDUI F & JUNE TION BOX TO BE Ol.lT.�111E. Cal � < CD F._.
<br /> _ v 5
<br /> PERIMETER OF TTANI< ENTRY MANWAY. C/� F
<br /> Lij In
<br /> 778 � _ -�� ____ �..�. S ( I,
<br /> -- 3. REINFORCING BARS
<br /> TO BE NO LESS THAN 2" AN[? NO MORE THAN 4' FROM SURFACE.
<br /> > M ,%
<br /> r E
<br /> --
<br /> h 4. REINFORCE CONCRETE SLAB ARCa1.1NE) MANE-{C)LaEr WITH (4) ;#4 RI=E3AR FSO" IN LENGTH PLACE: REF3AR Ei" FROM SIDES OF E3UX. n
<br /> _ _ ,f °� 717 5. PE.A GRAVEL EiACKF=IC._L ALL_ SlJE3STITUTES MUST BE APPROVED BY MANUFACTURER AND OWNER'S FIELD RE:PRESENI'ATIVE
<br /> 776 _ M `}
<br /> c�
<br /> LL
<br /> 03 0. REAM ALL RISERS FOR FULL. PIPE_ BORE.
<br /> r a „
<br /> C' 4" PVC m
<br /> � PIPE. SIKAFLFX �7, COAT- BURIED GALVANIZED S1EE L WI-1-F1 GOAL TAR ESP OXYIWRA( . `,r
<br /> =' i r
<br /> Co
<br /> P w R 8. PIPING Sf-IALI_ BE LAID AND CONTINUOUSLY SUPPORTED ON A 6" COMPACTED F'EA CaRA\/EmL E3E LIE)INCI. F'IPINO SFiAI_.I._ NOT BE 'In
<br /> x
<br /> x
<br /> Lu
<br /> SUPPORTE=D BY BLCICKS, F�i_ANKS, OR OTHER CaE F:3F;IS �Q
<br /> 171 11-1 0. ALL ENTRIES In BE PERPENDICULAR TO C.ONTAINMEN F SUMP. MAXIMUM 1`� OFF LINE WHEN USING FLEXIBLE ENTRY BOC:)15.
<br /> _-I o:
<br /> 777
<br /> a 10. PLYWOOD 48" X 48" X 374" PLACED TO ASSURE 2" CLEARANCE= BETWEEN CONCRETE AND CONTAINMENT SUMP,
<br /> as SCALE:
<br /> TOP 1,.
<br /> 11- 18" LONG 2" DIAMETER FRP SLEEVE TO BE MOUNTED WITH (JNISTRUT & U-BOLTS TO TFiE STP RISER. & SEC URED 2" OFF THE TGIF OF � 1' 0„
<br /> THE TANK RIES ON THE PRODUCT LINE PE=NETRATION SIDE OF THE SUMP, SUMP SENSOR TO BE PLACED INSIDE OF FRP SLEEVE & DRAWN Y
<br /> rTi C.) o w TOP OF ISLAND _ m
<br /> RES ON THE -TANK RIES.
<br /> IN�`.ilJl.A_[IC)N ' EXPANSION Cal_Z
<br /> Q C JOIN..(.. .:
<br /> F GRADE
<br /> 700 "� 12 PIPING TO BE INSTALLED PER NEPA :.30A SECTION 5. CONTRACTOR TOR -1-0 PROVIDE AT LE=AST 4 FEE=T OF SFtF�f �I�� a�LJN DATE
<br /> __ -
<br /> °,
<br /> ' 1J2512015
<br /> E3EWFCIF�E THE FIRS F� CF-iANCIE CIF DIRECTION
<br /> ,�„ _.w
<br /> rr �m� �
<br /> INSTAL[-SWING JOINT TO ENSURE PERFEC, / ®�,T„” � PROJFrC T NC).
<br /> a
<br /> r` 1 SLOPE PRODUCT PIPING BACK TO TANKS MINIMUM 174" PER '1'-0" ",7 1F' � �` CA
<br /> 10)98
<br /> ; " PEE, FOO T-SLOPE TO IANLC SUMP SECTION
<br /> _ � C 0 , � � DRAWNC NO
<br /> __. 14. THE PRODUCThL
<br /> PIPING REL)l.iC;E=R BOOTS MUST ESE: ORIENTED WITH THE:: TEST FORT 1.1 F'. *jp
<br /> --� INSTALL.SWING wIOINl�TO � ��
<br /> ELEVATION EN SURE PERFECT/" PER
<br /> _ E r
<br /> co FOOT SLOPE.-I-0TANK SUMP 700 15. SLOPE VENT PIPING TO TANKS MINIMUM 174" PEE, 1' 0" ���J "� ��r
<br /> 4 6 p I
<br /> C. p {, t � q g
<br /> .,TSL
<br />
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