INSTALL_2003 TANK TOP UPGRADE - Laserfiche WebLink

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(OPENINGS I SLAB TO HAVE 1 -1 /2 CROWN) A 3*__O$9 ,P TK3-5 (TY ) SPACER ALL MANHOLE ACCESS COVERS(1:4X�5X1�X 1 MONITOR TO BELOW GRADE SHALL BE ons LIQUID TIGHT AND LOCKABLE (TYP.) 4 -- ---- -- — - ---�A.C. PAVING / SPP CONCRETE TANK SLAB $ 1! ,..1 _...1� 4P S9 W/ G7X U/ `T/ WWM (TYP. ALL) 1`� 18" - (TYP. ALL) - 18$1 18 (TYP.) (TYP.) (TYP.) _ _ A.C. PAVING - _ co I �C . . fir° m �4R° -Y MIN. 3 TOP & BOTTOM N� 02`- 42" DIA. FILL & VAPOR 19 ROUND ALL PENETRATIONS (TYP.) -- ----� - VAPOR RECOVERY SUMP _ o'1_1 (TYP.) �0 PP _ ,! TOTALIITE LID BY TOTAL CONTAINMENT, WITH VACUUM TESTING OPTION ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2" CROWN OF CONCRETE TO PREVENT WATER INTRUSION INTO 'D-IE MANHOLE. THE OWNER'S ENGINEER WILL BE REQUIRED CD TO SIGN OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE W PAID. CONTRACTOR WILL BE REQUIRED TO REINSTALL ENTIRE DRIVE SLAB AT OWN EXPENSE IF _ _ THIS DESIGN REQUIREMENT 1S NOT MET. CONTROL #3 REBAR! CAGE TOP ��--- -� - EXPANSION BOTTOM 2 COVER TYP. JOINTS TO BE „TOOLED" WITH ALL AROUND PENETRATIONS 3/8" RADIUS T P *1 c a I lab at Tanks CD A ----------- co DIA, TURBINE AND NOT TO SCALE: VENT/ STAGE II VAPOR RECOVERY SUMP (TYP.) -icrefe Tank Slab oi i i s LM 1. UNLESS OTHERWISE NOTED ON THESE DRAWINGS: 4. REINFORCING STEEL FOR TANK SLABS SHALL BE 6 x 6 - 4/4 WWM WELDED WIRE FABRIC _- -- 6" x 6"--4/4 WWM c�. CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (1 a0 LBS/CU FT) OR #3 BARS @ 16 O.C. EACH WAY. SUMP CAGES SHALT_ BE #3 REBAR TOP AND BOTTOM. (OR #3 @ 16" O.C.) b. CEMENT _ TYPE If, SUi_FATE RESISTANT 5. MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT. c. AGGREGATES a ASTM C33, (MAXIMUM SIZE 3/4 INCHES) 1'-0" CHAMFER -- - - - M d. 26 DAY CONCRETE STRENGTH (f!c): 6. PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP CONCRETE UNLESS (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. e. SLUMP - 3"+ 1" - 4" MAXIMUM AT POINT OF PLACEMENT 7. SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST' RESULTS, TO OWNER'S ENGINEER A_ f. SHRINKAGE - 0.05% MAXIMUM AT LEAST 7 DAYS BEFORE PLACING CONCRETE. CONCRETE SLAB DESIGN - 2,500 P,SJ. Q 28 DAYS (C3 �5 f. ENTRAINED AIR RANGE - 27. TO 4% 8. CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. 2. CONCRETE SLAB THICKNESS SHALL BE A MINIMUM OF 6.0 INCHES T--y, P *1 c a I Tank Slab Reinforcing (UNLESS OTHERWISE NOTED ON THESE DRAWINGS) 9. BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND 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 E DESIGN AND PLACEMENT OF CONCRETE). NOT TO SCALE: SAWED GROVE, WIDTH 3/16" MIN. w AND 5/16" MAX. JOINT' TO BE NEW SLAB FILLED TO APPROXIMATELY 1/4" W/ 6 X 6 - OR SURFACE OF PAVEMENT W1 .4 X 1.4 WWF - 3/8" JOINT BLACK SILICONE- V/4, 4" MAX—-- SEALANT ___�_ ._,_1/4" RADIUS _ C4 _ TOOL EDGE 4a:_ JOINT FILLER CAST a ° P- " . 4 _ - 3 SMOOTH @ 12" O.C° 44 18" LONG, GREASE ONE EXISTING SLAB- -- GREASE COATED STEEL DOWEL END AND PULL 1 " BEFORE � � � REMOVING FORMS �w W X 6 - .3 BARS x 18" (SMOOTH) ON W1.4 X 1 . WWF 2" CENTERS. GROUTED INTO PLACE. Q. REINF. W/6X6 4 4"x4" HIGHWAY REFLECTOR MARKER FOR W1.4X1.4 W.W.F. PRODUCT IDENTIFICATION, COLORED TYP. PER API STANDARDS. EPDXY MOUNTED #3 CONT. STAGE I VAPOR RECOVERY INSTALLED BY CONTRACTOR xpansion Joint Slab Construction Joint Detail 2 0 FILL PORT _-E . 20 NTS STANDARD DETAIL FOR 10" 12" NTS OR 14 ACCESS COVERS. NO OTHER MARKINGS ARE PERMITTED. APPLY SEALER COAT AS SPECIFIED----- IN SUPPLEMENTAL CONDITIONS 8" ACCESS PORT 3" (MIN.) COMPACTED DEPTH _ TO BE ORIENTATED THIS AREA 'TO TYPE "B" ,SPI-TACTIC CONCRETE .,..__ TO THE SAME SIDE REMAIN BLACK AS TANK LEVEL GAUGE 4" (MIN.) COMPACTED DEPTH API STANDARD COLORS CRUSHED ROCK BASE UNLEADED PREMIUM _ RED --- -- REGULAR UNLEADED WHITE �-- UNLEADED PLUS (NOT USED) BLUE -- 1/4" SAWCUT c� Q SOU 0 00, � DIESEL (NOT USED) - GREEN W/ FLARED EDGE 00p NOTE. 00 EASER 0 c�aQ 00 0 0�v 0 o0 �0 0 ARCO CONSTRUCTION PAINT COVER BLACK. 00 ARCO CONSTRUCTION WILL TAG EACH FILL C=D. RISER WITH T_ a ° Access u' over Identif ication DISTRIBUTION PROPER RESPONSIBROD CT LE I.D. AG. 4. cz:D ° � THE 'TANKS WITH A.P.I. COLORS. 4 Standard Two Point Filla ___ _ _._. �-�-_ - r?r�r r � ; r ✓�s°r��rcr�\r �t ��% .r��r�r�r - - conSUItant °cab NOT TO SCALE: 1 0 �a � 24 MIN. 95% COMPACTED � � � � e ...�.v...�...,,. .�. _...m..�_._-___. . master release date o _ MATERIAL COMPACTED AND _ 3/1/02 PLACED IN ACCORDANCE WITHCOMPACTED SUUBGRADE - _ _ __ _ __.. �' project master OR STUCTURAL FILL MATERIAL NO. BP WEST COAST PRODUCTS, LLC MASTER REVISIONS exe date drawn by SOILS ENGINEER'S OV RECOMMENDATIONS. COMPACTED AND PLACED IN NO. DATE REVISIONS BY PROJECT RELEASE ACCORDANCE W/ ENGINEER'S Filename 17° _ h"I TI I F .TI _ _ PERMIT FACXXXXX TK44— . Joint RECOMMENDATIONS THIS DOCUMENT AND THE INFORMATION HEREIN RELATING TO FRED FIEDLER m.._ � .� Master Standard Control AND ASSOCIATES AND ITS CLIENT HAS BEEN FURNISHED IN CONFIDENCE FOR ® TYPICAL PAVING SECTION THE PRIVATE USE OF AUTHORIZED PERSONNEL. NO PART HEREOF SHALL BE BID COPIED, DUPLICATED, DISTRIBUTED, DISCLOSED OR MADE AVAILABLE TO NTS OTHERS OR USED TO ANY EXTENT WHATSOEVER EXCEPT AS EXPRESSLY AUTHORIZED IN WRITING BY FRED FIEDLER AND ASSOCIATES AND ITS CLIENT. sheet name ANY PERSON, FIRM OR CORPORATION RECEIVING THIS DOCUMENT, HOWEVER CONST. OBTAINED, SHALL BY VIRTUE HEREOF BE DEEMED TO HAVE AGREED TO THE FOREGOING RESTRICTIONS. ��'-.--- _,_. AS-BUILT TK3 - 5