Laserfiche WebLink
1 2 3 1 4 1 5 16 7 1 8 1 9 10 11 1 12 13 1 14 1 15 16 17 18 <br /> 1. INSTALL LABEL PERPENDICULAR TO THE CENTERLINE OF THE FILL AND IN LINE WITH <br /> THE TANK. <br /> 2. INSURE ALL THE DECALS UNE UP WITH EACH OTHER. (PROPER ALIGNMENT IS <br /> CRITICAL) 1:4 SLOPE EDGE TO 3/8" RADIUS (BOTH SIDES) <br /> M 3. FONT LETTERING MUST ALWAYS BEGIN ON THE SIDE WHERE THE END OF THE TANK BEFORE REMOVING BULKHEAD-FILL <br /> IS LOCATED. WITH ELASTOMERIC JOINT FILLER M <br /> 4. INSTALL THE 3M STAMART TAPE AT ALL LOCATIONS IN WHICH A SNOW PLOW IS NOT 1/4" DEEP PETROLEUM PROVIDE BOND BREAKER <br /> RESISTANT SEALANT BURKE (y- a ELASTOMERIC JOINT FILLER <br /> USED DURING WINTER, THE INSTALLATION MUST FOLLOW THE REQUIREMENTS IN THE _ v <br /> U-SEAL p3204 OR EQUAL <br /> 3M PAMPHLET 'PAVEMENT SURFACE PREPARATION AND APPLICATION TECHNIQUES <br /> e • w i— a <br /> FOR 3M STAMARK TAPES." FOR THOSE LOCATIONS IN WHICH A SNOW PLOW IS USED < ° TOOLED TO 1/4" PUMP <br /> It TOOLED TO 1 4" RADIUS IF <br /> FILL DURING THE WINTER, USE PAINT 10 LABEL THE FILLS. 9" / c ° - /4" RADIUS <br /> / PLASTIC INSERT IS NOT USED a ° ° a TUBE <br /> t <br /> 2" <br /> BACKER ROq PER a <br /> - — — _ — MANUFACTURER'S SPECS <br /> 3M STAMARK TAPE (STANDARD): 7` <br /> -� - �, x + z <br /> m 10 2" OR I/4 SLAB DEPTH <br /> - 1 -� -I-� - PRODUCT NAME FONT SIZE FONT COLOR BACKGROUND STRIPE COLOR MIN. J/4" m 4 _p FILL WITH SEALANT <br /> ( ) PEA GRAVEL a " <br /> L � - -I REGULAR 4" BLACK WHITE Y 3' 2'-0" BACKFILL m ° -iC <br /> _ 4 - PLUS 4" WHITE BLUE a DISCONTINUE RE-BARS 0 <br /> 6" REGULAR, SUPREME 4" WHITE RED (TYP. ® EA. SIDE OF JOINT) CONTROL JOINT (LOAD TRANSFER <br /> DIESEL 4" BLACK YELLOW X + 2 J" IS ACCOMPLISHED W AGGREGATE <br /> 1/2"0 X 18" OILED SMOOTH 5 INTERLOCK) <br /> STEEL DOWEL ® 18" 0.C, 9• STEEL PLATE <br /> 30"-►{ H+-- REINFORCING (TYP.) <br /> _ PAINT (SNOW LOCATIONS): <br /> BACKGROUND JOINT FILLER CONCRETE SLAB THICKNESS <br /> STRIPE PRODUCT NAME FONT SIZE FONT COLOR BACKGROUND STRIPE COLOR <br /> NOTES: <br /> REGULAR 4" BLACK WHITE I. 00 NOT USE KEYED CONSTRUCTION JOINT FOR SLABS LESS THAN 6" THICK, <br /> PLUS 4" BLACK WHITE <br /> SUPREME 4" BLACK WHITE Z. USE PLASTIC OR METAL FORMS FOR KEY. WOOD CAN BE USED ONLY IF THE <br /> 'PER TANK MANUFACTURER INSTALLATION INSTRUCTIONS <br /> K DIESEL 4" BLACK Wil TE BACK SIDE OF KEYED FORM IS SAW-CUT. <br /> K <br /> K1 FILL LABELING K7 EXPANSION JOINT K1Q CONSTRUCTION JOINT K13 TOOLED CONTROL JOINT K16 SUBMERSIBLE PUMP INSTALLATION <br /> N.T.S. N.Y.S. N.T.S. N.T.S. - <br /> ay ALUMINUM FILL TUBE, <br /> CONTRACTOR SHALL FIELD <br /> CUT TO PROPER LENGTH, <br /> z_ <br /> CONSTRUCTION JOINT. SEE #4 REBAR AT 18" O.C. CONCRETE TANK SLAB <br /> Kf0 EACH WAY 6' a <br /> F-1 2'-0" 1'-0' 2'-0" 2-#6 REBARS, W-0" LONG #4 BAR HOOP TIED MAX. H(1M.) (TYP' EACH SIDE OF MANHOLE (TYP.) TO R6 BARS (TYP.) <br /> n <br /> YOP OF FIBERGLASS OVERLAY <br /> o � I <br /> STEEL PLATE <br /> 1L _ <br /> •I- •� - -I• / — 4- - -� '/ / r •/ �" — •/ 'PE'R TANKMANUFACTURERINSTALLATION INSTRUCTIONS <br /> AAB3 _ 1 \r �• I I\ r\r\r��r\r \ 1 I\ 1 11 \�\r�♦\r/♦\. <br /> 4-11- <br /> 1 I \//\// /N\/r♦/ 1 <br /> .a <br /> \ ♦ \' �.q16 <br /> — I II • / I \I v I —1 I DROP TUBE INSTALLATION <br /> —} <br /> N.T.S. <br /> GENERAL NOTES <br /> 00_ 1. ALL COVERS; GASKETS, AND SEALS TO BE IN PLACE AND WATER TIGHT. <br /> 2. CONCRETE SLAB SHALL HAVE A HEAVY BROOM FINISH, t F <br /> F <br /> - 3. CONCRETE SLAB 10 BE SEALED WITH ASHFORD FORMULA. <br /> 4. STEEL REBAR SHALL BE SUPPORTED BY CHAIRS (DOBE). <br /> (TYP) FTANK <br /> TI-PORT MANHOLE 36"0 MANHOLE 16"0 SECURED MANHOLE 5. API COLORED REFLECTORS SHALL BE INSTALLED AT THE <br /> ALLON SPILL BUCKETS AND AT SUBMERSIBLE FILL 'SUMPS AT ANNULAR SPACE RISER (TYP,) OUTLINE OF 1" CONCRETE CROWN CONTROL JOINT (TYP,) OUTLINE OF TANK BELOW FIL_ END MANHOLE PERIMETER. <br /> AfiEL PROBE ACCESS PORT (TYP.) (TYP.) K7 AT ALL TANK MANHOLES SEE K13 <br /> 8" THICK REINFORCED CONCRETE <br /> DRIVESLAB <br /> 1700'-8" <br /> N E E <br /> o _ <br /> E E1 CONCRETE TANK SLAB PLAN FOR 10' DIAMETER TANKS <br /> n <br /> ' At J8 A272 Al2 <br /> 12" THICK REINFORCED <br /> CONCRETE TANK SLAB. --- -- - — <br /> =ire I I re I I I I I SEE EI I LL G: I D <br /> E ¢ i s PEA GRAVEL Z a a 2 z PEA GRAVEL - --- _ <br /> m I �I I I I ( al et I BACKFILL I al ve5 I I I ( I I I F I BACKFILL <br /> E 8/10/99 SENT TO CLIENT FOR PERMIT CAM <br /> - ' -' - - -'- -' - - — T - - - - T - T T -'- T --. T - - - ^ --r -� T _ II/1U/99 REVISED PER CLIENT FINAL COMMENTS CAM <br /> MARK DATE FiEVIB10N8 INITIAL <br /> E - UNDERGROUND PRODUCT <br /> 'TANK SECTIONS AND SLAB <br /> SPARE BUNG, `— ` —� ` \ / ` J I _ , I _ _��— SPARE BUNG, �" _� C <br /> -L SEE SEE( F11 \ 120 FRANK WEST CIRCLE <br /> on o < 2' 11 \ / �`_9 STOCKTON, CALIFORNIA <br /> r 11 I ' ANNULAR SPACE 4" ALUMINUM FILL TUBE \ <br /> v e I 1 NOTE; W/POSITIVE SHUT OFF (TYP.j <br /> a ,o 0 3 I I NOTE,' MONITOR PROBE (TYP.) ---/��.^i�vn <br /> .(111 1� V.�+�d I �u /C" -'IiCKQ(� "` " TANK LEVEL MONITOR <br /> < < m ( II TANKLEVEL MONITOR Iit I I ' I PROBE (TYP.) <br /> PROBETEICHERT <br /> 4" ALUMINUM FILL TUBE <br /> i — 7�T3"T ARCHITECTURE • ENGINEERING • ENVIRONMENTAL SERVICES <br /> & _ nI is [1J .� <br /> 2 rri I7 1737 N. McDOwELL BLVD. PETALUMA, CA 94954 (707) 785-1680 <br /> W i �_L2 - <br /> 'Il mlfll � B 10 OAOVP INC JOHN W, JOHNSON, ARCHITECT JAMES H. RAY, CIVIL ENGINEER <br /> STEEL STRIKER PLATE -m=1UNDER EACH TANKOPENING BY TANK MANUFACTURERPRFq'1 NREVIEW INFTIAL DATE Daie O5AUG99 <br /> - _ 64'-3/4" 2`-0" OR. BY: CAM <br /> 29'-5 3/4" MIN. VERIFY W TANK MFG. MIN. PLANNING. VERIFY W/ TANK MFG. / STEEL 81D <br /> L X <br /> BLDG PERMIT / \ �O. :. APPR.y�(4 '�,i <br /> A A <br /> 0 GENERAL BIO ' RHL <br /> Z _ �� .PERMIT REPS 9244.M1p <br /> If <br /> z Al 10' DIA. 35,000 GAL. AND 15,000 GAL. FIBERGLASS TANK AND EXCAVATION SECTIONS QQ ( GoNSTRocnoN SHEET <br /> a <br /> Do not usa drawing A2.1 <br /> -"' — -- - - for canstruclion <br /> unless initialed <br /> 011 <br /> 1 2 11 3 - 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 <br />