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I "u.- � ..r --.. "w-"�' n �' _� 'cmc ''�'"'�';.'Tew^'.T'^' *mi- % ".,y^-•�-- ..Ih O� GENERAL. NOTES MELENDEZ "A3C: =URFACE »= 3R5 -? :8. O. C. 1� 1 . ALL COVERS. GASKETS AND SEALS TO BE IN PLACE "' 5 REG CF'AAY DESIGN AND WATER TIGHT 2. CONCRETE SLAB SHALL HAVE A HEAVY BROOM FINISH. -E GROUP 3. UPPER STEEL REBAR SHALL BE INSTAI_I.ED BY 4' (DOBF1 . rte•—• / •—• 9' � P I)E41( N('ONS1 It I A N I S ' C0 NS I R UU 1113 N M A N AO EM r NI ' CNV IA IMI FN I I. CI RV I('ES - 1NS III I(IIM 1N AV l'NI II' I1000X }11114 ITT IHIISON.('A 91126 M(I )ES IU.CA 97717 HTML �3 O d Q o E D C� E D G �i Q Q d [2��, RKZ-�[,[, (21[9) a5�_z�z� AT ASPHALT YARD ONLY ENGINEER: L '� �ry ll SP lI ILII nc AT ASPHALT YARD ONLY vlomAS `V' vl Il Il I1Cl c�J r'�DNCRETE NT =iLLER 1EXP1 94 ;BARS @ 18• M�CH[LUKI PORTLAND CEMENT - TYPE ] ] , ASTM C - 150 EACY CONCRETE : AGGREGATE - -ASTM C - 33 ENGINEERING J�� - - �� WATER - WELL OR CI iV MAIN YARD SURFACE ` lllLiii LLLL,iii (lJ_ ADMIXTURES - ONLY AS APPROVED 13Y ENGINEER READY MIX - ASTM C - 94 o 2909 ZARAND DRIV I� EM�DES'f9) 529-4652 O, CA 95355 l. r-•— Is, — 9 ^ _ A ITEM P51 (28d) MIN. CFM. S/Y W/C RA'I10 G/S MAX AGG. (2_ � LAC. �� ..49395 FOOTINGS 2.500 5 7 I/2 11/2 COtI1RACTOR: './2- 1 x ' -o- SMOTH BOWELS b• 6' ' REINFORCING STEEL_. z 24O.C. GREASED DOWELS TYP:CAL AT CONC. TO coNc. 1 . INTERMIDIATE GRADE DEFORMED BARS - A5TM A-61S GRADE 40 SPACE I 1/2d MIN LAP SPL ICFS 36'1 CRITICAL POINTS AND tad 11 12' MIN OTHFR'WI�I: �i � W D LDVLS DLS ll WO � `V `V' � fN L'� Da � 2. WELDED WIRE FABRIC - A51M A-I85 LAP .. TIMES SPACING OF MEMF_BERS LAPPED AT CONCRETE. YARD ONi.I' At CONCRETE YARD ONLY LLJ Im 0 z � SLOPE ALL CONCRETE AROUND ALL_ > z 'cr MANHOLES I " RISE OVER 12 " RUN COLUMN 'WRAP BY OTHERS cr- � I I 0 u Z - I I .,J 6x6 x 3/I6' u/ 'WELDED STEEL -__-__ _ .. _._ .____-_-_-... CANOPY COIL'MN ( TYP) Z f , SHEET TITLE _ I �--. �_- TOP. Fll_I. ��/ CON( 8 PAINT I U IrI' /LL WHITE (WH-835) 4' STEEL PIPEBOLLARDS ` _ _ _ _ _ _ _ ._ _ _-I-_ --._ (DCL 92361 TYP OF i2 PER COI CONCRFFILLEDED //. GUARD PCSi DECAL. • v I B —---—-—-� i I ! I REBAR TO EXISTING CANOPY FOOTING �6SLIQUID TIGHT FILL GRAY GRAPHICS OTSFR--- I I l i BOXES -TYP I �, JB' THICK REINFORCED Y. .._ TOP OF DRIVE 51—AB CONCRETE TANK SLAB r ' I I �� - __ __ , 1 0• wb -- AR R - - 1�..... -��_L�L_ +P OF CANOPY FOOTING DSU FACE I L Tr Y 36' MANHOLE (WATERTIGHT) CANOPY OI ItR TO [ [ --- 18" CGNCHETE FOOTING DRAWINGSBY MFGFOR / 44 BAR O 18. O,C. + ! it / �� EXACT SIZE AND SHAPE EACH WAY 1 TO EXTRA COMPEN'_ BAH I SA TE FOROR - INTERUPTED BAR [ ... ... .. .. .... ... .. [ 1--._ . _...-.._ I � (_ L FIREPARFI) ON_J • • • •• •' •_~• • ` ••• .• - C� MAR0 p00 07 0EIrA9L�,DRE55ER 'WAYNE VISTA 390NE'W 12.000 GALLON UNDF_RN GASH MiPDCOULUMNSPACINGFUFI_ STORAGE TAN'A 6HOW,N DASHED) _CANOPY MFG DRAWINGS __ _TYPICAL OF 3 - (RASH VALET ---- —� (OV JMN CLADMI,V6 TYP). . .. . nl ' S0 GUARD POSTS SEE -.._ _ _I / CLU D 6 / EXPANSION ON JOINT WHERE ....' . .'. � "-' "- "' - � - -- DETAIL ABOVE � DRIVE 51-AB AND ISLAND [ i - CONNECT { EVE) IA SPANNER C L S ' ` -�- El CHARM MAW [ ra [ ❑ — J —ANY ZCES'DRfE5-- [ .�, _. _ _ ____ SLOPE, _ _. _ _ . _ _SLOPE-') HEWN V Nl L. ... . .. . ... ... ._ ... ,.... . ... ... .. ._ . .. _.—_ _---___ V UV- V ��JJ��ff -- I' -6 2'-0' 4'-0' 3'-1 3/4• _ 6' 3' -1 3/4_' 4' -0' 2'-0"1' -b NOTE: CI_R •� -CLR. ---'-- - 1 . SEE CHEVRON HALLMARK 21 — ---- _ - _ k PLANS FOR ONMITTED NOTE, 508 W . CHARTER WAY 1'-0' MIN34'-0' 1'-0' MIN TYPICAL 34'-z• AND DETAILS STOCKTON , CALIFORNIA — SPANNER 1 1/2' PER 12' —_--_.—. - --/ SLOPE TYP. 36•_0, DRAWN BYE SHEET I(I' M M UIECKED BY [,I M ll LI �% IN L7 ll L7 L IlU moi, 9 L llV D IP L A LlV DATE JUNE 76 pL7 L1V SCALE 1 • = 10' -0• O JOB 6-09875