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5865 Owens Drive <br /> Pleasanton, CA 94588 <br /> 12 2 1 R/W 925-251-7200 <br /> RA <br /> DRI.5' Y 2 ~ SIDEWALK v <br /> I � <br /> 10 & 26 N . WILSON WAY <br /> AC PAVEMENT 5% 1_5Z 1 CONFROM ' i CONFROM <br /> 8 STOCKTON , CA <br /> 0 0 0 0 0 0 0 0 o I �EX/S1JNG �EX/STING <br /> GRADE CONCRETE CURB/ / // /' GRADE F O R <br /> 12" DEEP LIFT AC & GUTTER 12" DEEP LIFT AC T E K I N ASSOCIATES <br /> SECTION SECTION <br /> NOT TO SCALE A NOT TO SCALE <br /> 7.5' VAR/ES 7.7'-14.5' 3' 4.5' 12 RIW RIW 12 2' 1' ELEVEn <br /> � <br /> 3, EX. SIDEWALK DRI VEWA Y <br /> SP/LL WAY WHERE CURB 3 <br /> CUT OCCURS SEE PLAN 1 1 <br /> KEYED CONCRETE CURB AND GUTTER. 1 <br /> CURB CUT WHERE OCCURS SEE PLAN 3' CONFROM EX. CURB & GUTTER 1 I <br /> ' AC PAVEMENT <br /> _y 3.•1 MAX 1 3:1 MAX VALLEY GUTTER <br /> —� `3�qr -------- -- -3: X �— ---------------------------- --T----- -- CONCRETE PAD �_ y -- CONFROM I<I ER & WRIG HT <br /> \�\ `// / -----------------------------T, VARIES 29-6 <br /> CIVIL ENGINEERS & SURVEYORS INC. <br /> ExrsnNc <br /> \ \ \\/ , ,/i ./i,/i,. �, i, % i i,. �, i,. % i, �,. �, EX/STING ,, � <br /> GRADE \�\/\i�\/\/�\/\\/�\�\ \/\//�\�/\/�/,�///`///`//'/'' GRADE �, 2850 Collier Canyon Road Phone (925) 245-8788 <br /> \ / / Livermore, California 94551 Fax (925) 245-8796 <br /> 18" BIO-TREA TMENT SOIL MlX \ \\ <br /> 12"DEEP LIFT AC <br /> 12" MIN CLASS 11 PERMEABLE MATER/AL <br /> 4 PERF PIPE, S=0.005 \\ <br /> CATCH BASIN \ <br /> LANDSCAPE ARCHITECTURE <br /> 943 Reserve Drive, Suite 100 <br /> Roseville, California 95678 <br /> SECTION SECTION T 916 782 8688 <br /> NOT TO SCALE C NOT TO SCALE D <br /> KEYED CONCRETE <br /> 19.75' CURB & GUTTER <br /> CONCRETE SIDEWALK AND RETAINING WALL <br /> VA RIES <br /> 3.75'-4.65 -STORY <br /> ' � 0.8' BY OTHERS AC PAVEMENT <br /> 5' 1.5' DRAIN CLEANOUT-- <br /> \i -- -------- <br /> AINING <br /> CONCRETE CURB 1 BY OTHERS <br /> OTHERSWALL // / DRAIN <br /> & GUTTER ' \ \/\/\/\\/ JUNCTION BOX <br /> CONCRETE PAD CONFROM <br /> 3:_MAX <br /> 8-12"SD S=0.005 <br /> EXISTING VA/ /AA/ S-0.005 �'VAj,/SAA/VA \jAAjAAjAAj\ VAA SWALE " <br /> FLOWLINE EARTHEN GRADE \�\\�\\/\\/\\/� CATCH BASIN \ \ \ 12 SD <br /> 3.•1 MAX A / //A <br /> 18 B/0-MEA TMENT SOIL MIX <br /> 12" MIN CLASS rl PERMEABLE MATER/AL <br /> SECTION SECTION <br /> NOT TO SCALE E NOT TO SCALE <br /> 6' SIDEWALK 3.5 14.68' 4.3' <br /> 7.14' 20.25' 3' <br /> j 125, 19, KEYED CONCRETE CURB AND GUTTER. <br /> 1672 CURB CUT WHERE OCCURS SEE PLAN <br /> BOLLARD WHERE OCCURS SEE PLAN 1 <br /> N <br /> 6 CURB \ \ - �----------- 1 MA - <br /> FF 18.30 CONCRETE SIDEWALK 2' AC PAVEMENT / /%`//%\�/\ \ \ \ \ \ \ \/\\\`qX - - -3:�� <br /> 159 WHEELSTOP WHERE OCCURS SEE PLAN °` <br /> AC PAVEMENT VARIES 1.759-3.09 /\ \ \ \ <br /> MAMA W-CMAWI VARIES 1%1.5% \>, \\jj SPILLWAY WHERE CURB CUT <br /> \\ \\ ' \\\\\\ \\ \\ \\,\\ \\ 18"BlO-TREATMENT SOIL MIX / \\� OCCURS SEE PLAN <br /> • 12 MIN CLASS # PERMEABLE MATER/AL i\\SVA/VAiA /\\%A VAiAAiVA/ . /V�'VAiVA VAiVA�\\��A <br /> VALLEY GUTTER <br /> CATCH BASIN 12 05D 4" PERF PIPE, S=0.005 <br /> SECTION SECTION <br /> NOT TO SCALE G NOT TO SCALE <br /> R 10'MIN <br /> 5' <br /> 1 <br /> 1 FF 18.30 <br /> CONFROM VARIES 2X 15% VARIES 2%159 <br /> EXIST/NG�-- ,\ <br /> GRADE FLOWL/NE EARTHEN REVISIONS <br /> SWALE <br /> SECTION <br /> NOT TO SCALE <br /> 11 . 15.2019 <br /> TYPICAL SECTIONS <br /> BUILDING <br /> SUBMITTAL SHEET <br /> JOB NO. A19507 C <br /> 3 . 2 <br /> DESIGNED JDQ <br /> DRAWN: JDQ <br /> OF 7 SHEETS <br /> X <br /> Z:\2019\A19507\DWG\CIVIL\A19507 CDS.dwg 11-15-19 10:56:55 AM <br />