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EMERGENCY 2 1 60" HIGH T.S. FENCE T 8 T.S. FENCE LEGEND: <br /> ACCESS GATE L101 L101 <br /> 1. POST CAP 5865 wens Drive <br /> 60„ HIGH T.S. FENCE 1 Pleasanton, CA 94588 <br /> L101 PROPERTY 2. 1"X2"x.075" T.S. TOP RAIL 925-251-7200 <br /> CORNER 3 <br /> 4 3. $" SQ STEEL BARS @ 4" O.C. <br /> rope'�y line tio����' S � MAXIMUM (TYP) <br /> p 4. 2"X2"x.075" T.S. POST, 8' O.C. MAX. Store # 1045100 <br /> lit <br /> N 5. 1"X2"x.075" T.S. BOTTOM RAIL STOCKTON, CA <br /> 5 6. 12" DIA. CONC. FOOTING 2500 PSI FOR <br /> o HOLD CENTER LINE OF 9 AT 28 DAYS <br /> FENCE 6-INCHES FROM 6 TEKIN A <br /> PROPERTY LINE 7. EXTEND POST TO BOTTOM OF <br /> FOOTING <br /> _ <br /> 7 <br /> TRELLIS -__=- 'i � <br /> - 8. MOUNTING BRACKETS <br /> STRUCTURE �� Q <br /> gyp, 1 60" HIGH T.S. FENCE 9. FINISH GRADE <br /> N (TYP) STORE �1� Stij L101 <br /> %% ELIEVEn <br /> • WELD ALL CONNECTIONS AND FINISH SMOOTH <br /> ALL METAL TO RECEIVE ONE COAT PRIMER AND ONE COAT OF <br /> "BLACK" RUST PREVENTATIVE PAINT <br /> side`NalkPROVIDE SHOP DRAWING FOR APPROVAL <br /> i <br /> 1 <br /> 1 <br /> 1 <br /> NKIER & WRIGHT <br /> 60" HIGH T.S. FENCE rk' <br /> CIVIL ENGINEERS & SURVEYORS, INC. <br /> r <br /> SEE ARCHITECTURE0 314" = 1'-0" 2850 Collier Canyon Road Phone 925 245-8788 <br /> PLANS FOR TRASH J Livermore, California 94551 Fax (925) 245-8796 <br /> l ENCLOSURE DETAILS <br /> • .-. °�e�e�ss°�° - - G 1 1/2 T.S. GATE FRAME <br /> • - - _��� -rRl] WELD ALL CONNECTIONS AND <br /> '-�••• FINISH SMOOTH. POWDER COAT <br /> 4 SQ. T.S. POST <br /> dewal I ALL METAL: TO MATCH " <br /> S► . .;: . 36O.D. 3/4" SQ. T.S. FENCE PICKETS (TYP.) <br /> ;; °°°a°aa°eoQeQaoava ari.«_ ARCHITECTURE RAILING COLOR <br /> 4 ® 4 O.C. MAXIMUM LANDSCAPE ARCHITECTURE <br /> 1 O°°°a a 9 a°9 O°9°Ca . • I <br /> i °o°a°°a °apa ao°o°o°o°o•° _ <br /> }y ' 943 Reserve Drive, Suite 100 <br /> , n;;e'aaee'epa (3) BARREL TYPE BALL <br /> r�. Roseville,California 95678 <br /> 1 e°e __ - <br /> 5ti °as I BEARING HINGES 7 916 782 8688 <br /> 1 <br /> I SEE PLANS FOR <br /> SEE SIGN MONUMENT GATE SWINGO �PNDECgpe q� <br /> PLANS (BY OTHERS) J DIRECTION. ALL = -e,, X00 RTS <br /> O I GATES TO OPEN C� COLUMN OR FENCE. SEE PLANS <br /> OUT FROM INTERIOR W <br /> ' OF PROJECT = LEVER HANDLE AND GATE ' <br /> Signature <br /> W <br /> KNOX LOCK FOR <br /> v <br /> 'I <br /> � EMERGENCY USE. `� '0/"/20 <br /> Re° W M. ' <br /> '1 V 1 11/75/20 <br /> - CO ATF OF CAL�F�� <br /> SEEFENCELL- <br /> X111 1k DETAILS N <br /> F.G. �j / FINISH GRADE <br /> PROVIDE SHOP DRAWINGS �� <br /> ia^ua 0 <br /> , e°vyi•'a°a <br /> l a•a.aa I / <br /> FOR APPROVAL � `/� : �� 2500 PSI CONC. AT 28 DAYS. <br /> 24 DIAMETER FOOTING. <br /> ° 4 <br /> ,4 � C3 90% COMPACTED <br /> 5 I EMERGENCY ACCESS GATE SUBGRADE <br /> , <br /> a G)5 <br /> 1, <br /> O <br /> 0 G 1 LEGEND: <br /> I LEGEND: <br /> 1ri 1 . CAST-IN-PLACE OR PRECAST <br /> GAS PUMP AREA G) 1. CAST IN PLACE CONCRETE CAP CONC. CAP <br /> 511 U• I <br /> % ` 2. SPLIT FACE BOTH SIDES 22" 2. BRICK FACADE TO MATCH THAT <br /> '' I 1 USED ON BUILDING <br /> _ , 2 <br /> Z 9 25., 3. ALTERNATING, #4 REBAR, 16-INCH a <br /> cf) �-� _ O.C. VERT. 3 i i + 3. ALTERNATING, #5 REBAR, 16-INCH <br /> O 1 ' r, I i 2 O.C. <br /> 1 4 <br /> Z � ` 4 I � 4. #4 REBAR AT 16" O.C. CONT. IN I I <br /> 1 2 I BOND BEAM 5 I i 4. #3 REBAR EACH WAY AT 24" O.C. IN <br /> WALL <br /> I .58X8X16 TAN SPLT-FACE FACE CMU. ii ii N <br /> 1 _ M <br /> ti 5 i SOLID GROUT ALL CELLS WITH a it ii 5. 8X16X16 CMU COLUMN BLOCK. <br /> 1 <br /> I _ REBAR z ii SOLID GROUT CELL <br /> �I 6 N UJ <br /> � <br /> 6. FINISH GRADE, SLOPE TO DRAIN 0 6. FINISH GRADE. SLOPE TO DRAIN <br /> i i <br /> i t I -IIII ' I I III III I -III ' z <br /> I I I -� I II I I 7. COMPACTED SUBGRADE TO 90% " - �I II .I I 7. COMPACTED SUBGRADE TO 90% <br /> 4 16" SQ. CMU I i Q RELATIVE COMPACTION I i a i RELATIVE COMPACTION <br /> 1� a 4- 9 <br /> L101 COLUMN ' 9 ii a 10 N T 11N <br /> 8. 2500 PSI CONCRETE FOOTING AT 4 .li a �6 I I 8. 2500 PSI CONCRETE FOOTING AT <br /> 3 SHORT UTILITY 28 DAYS 28 DAYS <br /> Ll 1 <br /> t � SCREEN WALL $ III-III-1 .11 =1 I Ii <br /> 9. (3 EA.) #4 CONT. IN FOOTING 9. #5 EACH WAY IN FOOTING <br /> JL" 7 <br /> 32 <br /> 1 ' 10. #4 HORIZ., 16-INCH O.C. IN FOOTING <br /> !1 1 <br /> 1 �t, <br /> 114 �•0'+' <br /> SEE SIGN MONUMENT � <br /> PLANS (BY OTHERS) CURVED WALL 16" SQ. CMU COLUMN <br /> 3 4 <br /> 1 3/411= 1'-a" 3/4"= 1'-a" <br /> , <br /> Un <br /> 4 <br /> .0 . O •-- - 11.76' <br /> 1 . <br /> . . . . . <br /> . . a a a . <br /> 4 wQ . . . . . <br /> . . .-. . . . N <br /> 13.95' <br /> , 1 <br /> i <br /> sidewalk �-o•w° REVISIONS <br /> ------ <br /> ------------°a°oe°oe - - --------- ------------------ -- -- - <br /> i ae8vog%e8 <br /> aaaoa9OO..00OC...,,���0° I <br /> °004Aoa <br /> `bb <br /> 4 161, SQ. CMU -------- ~- --- ~ <br /> L101 COLUMN <br /> X 11 . 15.2019 <br /> MAIN STREET LAYOUT PLAN <br /> 5 to 20 <br /> SUBMITTAL 1ST SHEET <br /> SCALE: 1"=10'-0" NORTH JOB NO. 11190227 <br /> DRAWN SAR L 10 1 <br /> CHECK SAR <br />