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31'-0" (SITE VERIFIED) -- — CONCRETE TANK MAT — — _ EQUIPMENT SCHEDULE x¢ n j ITEM DESCRIPTION MANUFACTURER, PART N0. FURNISHEDQ BY j 42" SUBMERGED PUMP MANHOLE — FIBERLITE NO. FL-42 SOUTHLAND f n yn a 2 24" 'TANK MONITOR MANHOLE UNIVERSAL PART NO. 98-2410 SOUTHLAND U L 42" SPILL CONTAINMENT SUMP TOTAL CONTAINMENT N0. SM-42331A SOUTHLAND R 4 36" SPILL CONTAINMENT MANHOLE POMECO PART NO. 311C- 1400 — SOUTHLAND / n - - — AUTOMATIC TANK GAUGE MANHOLE 5 F INTERSTICE OF AR T UNIVERSAL PART NO. 88- 1810 SOUTHLAND p p 6 10,00 0 GAL. UNDERGROUND STORAGE TANK JACKETED T T T 1 SOUTHLAND U Q 7 12" MONITORING WELL MANHOLE UNIVERSAL PART NO. 65-1212 SOUTHLAND -- �— �' �' c 8 4" LOCK CAP FOR MONITORING WELL UNIVERSAL PART NO. 1300-40 SOUTHLAND F I I I lll' I 9 96" DIANE-TER HOLD DOWN STRAP TOTAL CONTAINMENT — '�\ I (REVISED TO REFLECT 2 TANKS SOUTHLAND t #3 REBAR „ 10 GEO—TEXTILE MATERIAL SEE SPECS. SECTION III — 2.2 G.C. - l 012"I D.G. (REVISED TO REFLECT 2 TANKS 8 � 31'-0" SITE VERIFIED CONCRETE TANK MAT Y V-0" - 4'-6" 0" -0BRASS 12" DW. OVERSPILLTANK I i CODE " y k' w MANHOLE ASSEMBL __ 8 THK CONCRETE PAVING WITH ,p (TYPICAL) "-` #3*9 0 17 0.C. BOTH WAYS -_-. PREMIUM UNLEADED I I REGULAR UNLEADED I O .-� . .-� `. .. 3 . _. IQP_ 4 �9NCRTPAVLyC . Fd„ - - TANK TANK -- - --... _.__, s__ a , .._.f __..,,__" -__•. -- 2 1/4- SAWCUT ( PEACRAVELL �jw, `}gC`, ( I I I a k ;y. NOTE !1l Lv- I- BURIAL OF TANKS SHOULD BE - t0 1 E I I /�'0`�7 1 I 6 RUNE LEINGTHS NED BASEDPIPING PTU HAVEDETIPEico «J/�-A `_-"`--_ -- ,•., -f - ...1 i ��i� )bRA9S IL. I I� \0) I / ' d • I I .J N A MIN. 1 8 INCH PER FT. OR 01 N Vf v �/- \? /�RUOUCT a " BETTER FALL - THIS IS CRITICIAL RECULQR UNLEADED 'S� PARNK IUM UNLEADEp Q�---- -c ;t--'-y— r TAC I FOR STAGE II PIPING. r1T TANK �/ -CORROSION PROTECTED . TURNBUCKLE: SUPPLIED BY - ILC' G - ( '' ° Tj"'•a-� t S (TAYNK CORROSION PROTECTED MANUFACTURER TURNBUCKLE(TYP)5 toI SUPPLIED BY TANK " Q y��J�� °f cm ��d2p•�d LL U MANUFACTURER BUTTON OF EXCAVATION N > Q• C 12" 12" 12 , BACKFILL G KFILL WITH PEAL MATERIAL AL APPROVED & CONCRETE -THIS N LENGTH OF TANK -x 6 1 A `o COMPACTION PER MANUFACTURERS--.-. q SEE DETAIL-TH15 SHEET -- , - d , t SPECIFICATIONS CONCRETE DEADMAN LENGTH 2'-0" BEYOND END OF TANK - SEE DETAIL THIS SHEET a NOTE. G.C. CAN USE 7W0 SINGLE ONE FOOT DEADMAN AS AN ALTERNATIVE TO TWO FOOT DEAUMAN. r` z TYPICAL TANK LAY � SUT L2'-D" ONUNDI�STURBD A STANDARD CROSS SECTION THRU TANK EXCAVATION SHESCALE: 1/4" ® 1'-0" NOT TO SCALE s _ w DUCTED ---------C ODE -' — -- -`-- -------_--- ------ ----- -----.—_-- -_._.----- --------- - O O o _ — PRODUCT IDFNTIFIGAHON - COLOR CODE UNDERGROUND TANK FILL MANHOLE COVERS PAINTED AS FOLLOWS: F K SLAB DRIVES 8 W Y U Y6POR RECOVERY �� 7 LOCKS TO i ORANGE CIRCLE ,y5's - COORDINATE p NEEDED W/ £1 OF , KEYED ALI w w "f •------ _ PREMIUM l NJ,- LEADED PAINT CIRCLE MIN. I"' TIE DOWNS REQUIRED PER TANK MINIMUM \18, ' THICK CONCRETEFED CIRCLE FBEYOND EDGE OF DIESEL GASOLINE RESISTANT OF 4 (VERIFY W/ TANK MFGR. SPECS.) W/ #3'S 9 3 s ® 12" O.C. SEALANT . BOTH WAYS- CROSSON REMOVABLE LID PELL�- B --•-,- -- _, - BOTH WAYS - 4000 P51 CONC. ,!;.,- ;�. REGULAR UNLEADED ON 5" CHAIRS )}3's 0 18" O.C. 4000 PSI CONCRETE 1fiE�IR`�l.g'— //'BOTH WAYS ON - THREAD COLLAR -- .�. �„ NO E Yj i N/BLACK CROSS t" 1' / 3-1/2 CHAIRS DEADMAN LENGTH OF , r, PA1N1 CROSS MIN. 2" -- TANK ' / I•`.. BEYOND EDGE OF _ �__.___ . _. ..._._.._ ._......_- - __._ :az �" GRUU r a REMOVABLE LID i u- -M 4 ° 4' DIA. P,V.C. (,OUPLIN( ;� T (TYPICAL}�� / } • LENGTH IN OUS FOR 7 D y- ,a " Lr �.' ' � 5 CONTINUOUS FOR 4•, O.D. FA ORYa•> :�.'-_- .:. __._,: -:.J " _ A ' SLOTTED PVf 'Ca�t fMAN..--r - � � � � < .` 5�2 .� PEA` -> - ✓ ' tIM EADED PLUS " WIDE STRIPEL '�— IT-- r•I't- }-Ti :", -'- T- f - T - 1 W/W . INSTALL BOTTOM RITE CROSS {I 100K TIE DOWN REBAR SECTION AUTOMATIC TANK GAUGE UNDER HORIZONTAL (ATG) 5" CHAIR 3-1/2" CHAIR REINFORCE CORNERS OF CONCRETE BLACK 1/2" THK. ASPHALT IMPREGNATED - CAP r•( - -I_I I-�II - - PAD W/ 3-#.3 BARS x Y-0" @ JOINT MATERIAL t _0^ IB" D.C. IIcaALI, OHER MANHOLES PAINTEDEXPANSION OBSERVATION 7 _•_}.11 �I.�_.-�I 7III-"- T(- � w _ W/BLACK TRIANGLE BLACK - ---- -- ---- (WHEN REQUIRED) ----- -- - --- - - -- ------.--- _ WELL 1NSTRU SPEGIFICA IONS TANK MAT CORNER DETAIL PAINT SCHEDULE EXPANSION JOINT DETAIL DEADMAN DETAIL AT THE SLOTTED 'EC'IION SI B AT LEAST 2' ABOVE l THE NO L ANNU HIGH TER TABLE AND A7 1 SCALE: 1/2" 1 ' o" 2 NOT TO SCALE ~ 3 AT TANK FIELD (N.T.S.) EDGE OF TANKS (N,T.S.) LEAST /9Aow ExISTN WATER LEVEL, AND — ___ IN ALL CASE3eTF . ELL SCBE WILL BE AT 1M w LEAST FEET' I THE GROU WATER AND AT f/8" MEN. THICKNESS LEAS V B O' TTOM OF TA . THE SLOTTED "' "' TANK �+ NOTE: NEOPRENE STRAP LINER � MONITOR _( ! t �'� ;( — (PROVIDED 13Y TANK MFR) SEC SHAT VE A MAXIMUM ENGTH OF 10' rn �9 t ALL CABLE AND TURNBUCKLE OR 5'. l NS OR PVC GLUE 1ALL- NOT BE - - - MANHOLE \ �� \ ��, TO BE EPDXY COATED AFTER -- ._ HOLD DOWN STRAP T F D /SUP COUPUNGS h Y BE USED _ r---- NUMERICAL TANK ;;' r-- � �, "� a INSTALLATION OF TANKS (3"X3/8" FLATBAR) SECUR I G STAINLESS STEEL 5 EWS OR c, _) CODE TO MATCH �/�, - �\ (BY GENERAL CONTRACTOR IIDEL MONITOR FSS \4, ) (PROVIDED 8Y TANK MFR) RIVETS. T 3ANU/GRAVEL PACK SHA L EXTEND \- -- --- - --. ----. t t 4" STEEL PROXI ELY V ABOVE THE TOP OF HE WELL `�- - -- TANK STRAP LENGTH IS ---- ---- / S 'r TIF WELL SHALL BE LABELED A DATE: �{� / � TURNBUCKLE 15JUL97 VAPOR l� �. " EQUAL TO i/2 THE CIRCUMFERANCE I I G WELL TO AVOID ACCIDENTAL TRO- RFCOVERY-----� /(/ , /C, / ° n OF THE TANK PLUS 2'-7" (PROVIDED BY TANK MFR) D T OF CONTAMINANTS. MANHOLE EACH SIDE 1 PROJECT NO- If ROGRAM ABOVE IS BASED ON ANTICIPA D .'- )--SUMP MANHOLE ,�< ti ! \ / . �" �� FOR 10,000 GAL. TANK 8' DIA. — .--- 1/2" PLOW C DITIONS. THE ACTUAL CONSTRUCTION WILL E 302$.ZU _ lam 1�— STRAP LENGTH 189" 6 x 19 STEEL CABLE F LD-MODIFIE:O TO MEET THE SPECIFICATIONS -- >f '' 30" W/ 3 CLAMPS BOVE AT TIME OF INSTALLATION, IF NECESSARY. DRAWNI Fllt— BRASS 1\yy(( y /' — - -------- ----------- (APPROX.) (PROVIDED BY TANK MFR) _ _ MSP PRODUCT \�� f 1 SEE LOCAL REQUIREMENTS _ TAG `� --- 1-_. -.__T� �`!� ALL REBAR #3-8'-0" LONG — _. 05 REBAR ANCHOR APPROViDS AUTOMATIC TANK ` T r f f\ ON 5" CHAIRS CL GAUGE FOR 0 Tl --V€f,[S i0 EBF` INSTALLED ONLY WHERE DRAyy1NL1 y— NTERSnCE--- DEADMAN REQUIRED BY STATE OR LOCAL CODES. BRASS TAG DETAIL – 8 REBAR DETAIL AT MANHOLES SAWCUT DETAIL � — - �J NOT TO SCALE g DEADMAN STRAP DETAIL ---- 10 OBSERVATION WELL DETAIL G-2 --� NOT t0 SCALE — — NOT TO SCALE — N07 TO SCALE NOT TO SCALE (Gn)