COMPLIANCE INFO_2002 UST PIPING - Laserfiche WebLink

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(OPENINGS IN SLAB TO HAVE 1 -1/2" CROWN) 26.-8" t 18" 5'-2" 13'-4" 5'-2" 18 —1� 4 k1k AALL MANHOLE ACCESS COVERS 14 15 16 3'- SPA�tAR TO BELOW GRADE SHALL BE TK3-5 P. ) MONITORLIQUID TIGHT AND LOCKABLE (TOP.) 4 P 00 !r A.C. PAVING tO \ 6" CONCRETE TANK SLAB �FyvA1_1 2 W/ 6X6/#4/4 WWM TYP ALL) 12 18" (ryp/ALL 18" 18" TYP. ) (TYP. TYP. C PAVING d. o O A. . m I � •C to , . .9 •. s _ ,O 4 P. �A. �;• L � ..P .4 Y . P P4 .9 . 4• U •`�` • 4 .• • .P • • ' P .Y • .� e • w / m 48" DIA. TURBINE AND 3" MIN. '� ^ "p VENT/ STAGE II VAPOR �'?I'= N o yam- O RECOVERY SUMP (TYP.) � i� -- AROUND ALLBOTTOM PENETRATIONS (TYP.) m •Qr1 0 m + L +I o _y 42";r 2p 42" DIA. FILL & VAPOR 3 n VAPOR RECOVERY SUMP NOTE: o L TK3-5 (ryp,) ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A,1-1/2" CROWN OF CONCRETE -�� o Q V o TO PREVENT WATER INTRUSION INTO THE MANHOLE. THE OWNER'S ENGINEER WILL BE REQUIRED cc TO SIGN OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE N p G O id B PAID. CONTRACTOR WILL BE REQUIRED TO REINSTALL ENTIRE DRIVE SLAB AT OWN EXPENSE IF tD a THIS DESIGN REQUIREMENT IS NOT MET. O O QQNTRDL Typical Slab at Tanks N M EXPANSION JOINTS TO BE A "TOOLED" WITHO 3/8" RADIUS NOT TO SCALE: lT 93— 48" DIA. TURBINE AND Tank Slab Concrete Specifications mVENU j STAGE 11 REC VERY SUMPVAPO(TYP.) r 1. UNLESS OTHERWISE NOTED ON THESE DRAWINGS: 4. REINFORCING STEEL FOR TANK SLABS SHALL BE 6 x 6 - 4/4 WWM WELDED WIRE FABRIC I 6" x 6"-4/4 WWM a. CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT) OR #3 BARS ® 16 O.C. EACH WAY. SUMP CAGES SHALL BE #3 REBAR TOP AND BOTTOM. CC (OR #3 ® 16 O.C.) b. CEMENT - TYPE II, SULFATE RESISTANT 5. MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT. c. AGGREGATES - ASTM C33, (MAXIMUM SIZE 3/4 INCHES) 1'-0" CHAMFER d. 28 DAY CONCRETE STRENGTH (Pc): 6. PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP CONCRETE UNLESS AA�� (TYP.) 2,500 PSI - SLAB (DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED) SPECIAL INSPECTION, IN ACCORDANCE WITH CHAPTER 3 OF THE UBC, IS PROVIDED. V/ Q_ A I3 REBAR CAGE TOP & e. SLUMP - 3"± 1" - 4" MAXIMUM AT POINT OF PLACEMENT 7. SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO OWNER'S ENGINEER OTTOM 2" COVER TYP. f. SHRINKAGE - 0.05% MAXIMUM AT LEAST 7 DAYS BEFORE PLACING CONCRETE. L D CONCRETE SLAB DESIGN - 2,500 P.S.I. ® 28 DAYS TK3-5 ALL AROUND PENETRATIONS f. ENTRAINED AIR RANGE - 2% TO 4% A� • 2. CONCRETE SLAB THICKNESS SHALL BE A MINIMUM OF 6.0 INCHES 8. CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. W Ty p i c a I Tank Slab Reinforcing (UNLESS OTHERWISE NOTED ON THESE DRAWINGS) 9. BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND V 1 8 A 3. CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1 2 1/2 3 1/2, WITH A MAXIMUM OTHER INSERTS IN POSITION TO PREVENT MOVEMENT. 7 1/2 GALLONS OF WATER PER SACK. 10. MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I. - 318 (SPECIFICATIONS OF THE NOT TO SCALE: DESIGN AND PLACEMENT OF CONCRETE). /AA1 W � L v� M � C IL V _J F- _ C t` m 0 .� 0 O C;6 N- m j to N � N 40 U 0') C Tait&Associates.bm er..ti ' Aldfi sw . a.P+•e asfaba m T 11Lraw••.ae• 80rA�oax9r92Ae 0"Ge"M TrM4ee082UNK e•WAA� s.r . ey99.4arP. 0X&^a i fc: eNKQ-T • �;hr c�.r u9.wP�9PPx•RrwMl `.. .�Na. 014785`I Is•"00•1"10 ;< EXP. 3-31-2c0 F, consultant job# AR1596 master release date NO, BP WEST COAST PRODUCTS MASTER REVISIONS project master exe date drawn by NO. DATE REVISIONS BY PROJECT RELEASE Fllename PERMIT fac06347 tk -5 12-02 Facility Project BID 6347 CONST. sheet name AS-BUILT T K3 -5