Laserfiche WebLink
MELENDEZ <br /> FRFAR4 BARS @ 18' O.C. (�, QOJ � � r�' V� � p � 6o � oCQ400a? DESIGN <br /> EACH WAY <br /> 1 . ALL COVERS, GA5KET5 AND SEALS TO BE 1N PLACE <br /> AND MATER TIGHT GROUP ` <br /> PORTLAND CEMENT - TYPE 11 . ASTM C - 150 <br /> CONCRETE: AGGREGATE - -ASTM C - 33 <br /> " WATER - WELL OR CITY RAIN <br /> 2. CONCRETE SLAB SHALL HAVE A HEAVY .BROOM FINISH. <br /> � `—� ADMI%iORES - ONLY AS APPROVEp BY ENGINEER 3. UPPER STEEL REBAR SHALL BE tNSTALLED BY q• IDOBE7 . D . ItlCO SULTANt • CONKIRUcrIUN w/ANA 1 .MY.N1 'READY M1% - ASTM C - 94 <br /> RNVIROMRNfAI.-SFRVI('FVITEM PSI f28d1 MIN. CEM. S/Y W/C RAT10 G/5 MAK AGG. TOJS IIUOIIFUN AVENIq�IIUOIISON,CA 97126 I'O IIO1( (115 <br /> FOOTINGS 2,500 5 7 1/2 1 1/2 P lox3r110 rA 911/SLAB <br /> ,mk- (209)852.0170 u. (209) 852-202 <br /> `1�� REINFORCING STEEL erlc]mr:ER: <br /> 9 � A PH D NL ® � u I . INTERMIDIATE GRADE DEFORMED BARS - A51M A-615 <br /> AT ASPHALT YARD ONLY GRADE 40 SPACE 1 1/2d MIN LAP SPLICES 36d AT <br /> CRITICAL POINTS AND 24d OR 12' MIN OTHERWISE <br /> 2. WELDED WIRE FABRIC - A57M A-IBS LAP 1 1/2 <br /> TIMES SPACING OF MEMEBER5 LAPPED <br /> 1/2' JOINT FILLER (EXP) R4 BARS @ 18' O.C. <br /> EACH WAY <br /> CONCRETE YARD SURFACE l•_6• ' <br /> , MORAON/BROTMERSED BOLLARDS <br /> V=- <br /> r= <br /> ��. (ON IRAC IOR: <br /> 9' <br /> PAINT ALL BARRIER POSTS <br /> 1/2' x 1'-6. 5MOTH DOWELS <br /> @ 24' O.C, GREASED DOWELS b 6 LL , <br /> TYPICAL AT CON(. TO CONC. <br /> w <br /> frr' � IC�� 1f/�� � > - <br /> LS 0L A10B [EDV [E D1EVAA 9L �y <br /> OLYARD SURFACE <br /> F - SLOPE ALL CONCRETE AROUND ALL - <br /> IB' CONCRETE FOOTING <br /> MANHOLES I " RISE OVER 12 " RUN <br /> 0 <br /> i <br /> N <br /> 1 <br /> I I ► .r � J �`J � r� � J J �`J <br /> 6. <br /> T r I I 2 J, r1 <br /> aIn " mo �J ® � a4 01HAM <br /> PHASE 1 1 <br /> i r I <br /> I I ' <br /> r <br /> I r <br /> L. I l <br /> ' r <br /> [< -V 15 I ONS <br /> r , , , I � Dufe B9 Conmen<s <br /> I - - <br /> 8' THICK CONCRETE <br /> TANK SLAB I r r , LIQUID TIGHT FILL <br /> I I <br /> BOXES -TYP <br /> CLR _....._.___—.__ <br /> I ' j <br /> rrrr►°r�.rrrrq.,iJrrrirrir�rr.rrr�rrr�r r,nrrl.,rirr,,,°rrruyTr�•r•+•+�r(_rrr�lr, <br /> DRAI47NGS PREPARED FOR: <br /> R/ BAR @ 18' O.C. <br /> EACH WAY <br /> 1 <br /> I36' MANHOLE INA iERT IGMTJ <br /> 24' n ; _ © .I EXTRA FULL BAR O ((0�� <br /> TO COMPENSATE FOR p IL A <br /> 1/2' RADIUS ; , --- I .I i INTERUPTED BAR TYPICAL <br /> Jr rrrr rr.4rrrrrrr r,rirrrrl�rrru,lr rl„r..r r r r rrr rrrMr�irrlrrr—r r r w r rrJ <br /> i <br /> 15600 `5 • HARLAN ROAD <br /> LATHROP , CALIFORNIA <br /> NEW 20,000 GALLON UNDERGROUND 1,_0' MIN TYPICAL y _ <br /> FUEL STORAGE TANK (SHOWN DASHED) <br /> 112' ICAL OWNER 5. <br /> MARK TANK SIZE IN NUMBERS d DHOOT BROTHERS <br /> • LETTERS IMPRESSED IN CONC. <br /> 3• HIGH E Il/4• DEEP @ EACH <br /> TANK FILL [B0% <br /> ED11ASHEET <br /> �1r�{ �r�y @I Iy1 ]�p� a� �5 /(��-^.)}}({��Y�}(/(� � r�7—fir}—}��----(��(���—_� � ((��--}��{- }(J} ({���{-��.�7- {^j/-}(�-{(��-1�{��-�(��Y��{/(t��-- <br /> ® � "°' lS v •L{ ® C7 L:v i V V I2 V-V Y U L7 IJ L7 V L� //"Y `-r �•i 4 Y �Y 14 V Y V U ) V lY Y V t.,l @ 1 - 20r*000 GALLON TANK SPLIT 12 , 000 UNLEADED 8 , 00 PREMIUM ) <br /> f <br /> , <br /> __ t <br />