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■ <br /> BUILDING <br /> 43.4' 16.6' FF=20.00 <br /> CONCRETE TO PAVEMENT EXISTING GRADE LOADING DOCK LOADING DOCK <br /> 18.27P TRANSITION PER DETAIL 7 <br /> 17.77C <br /> ON SHEET C7.0 <br /> 16.27P 15 <br /> IE FRIED <br /> 16.000 <br /> .83FL <br /> 16.27C 1.00% 1.00% 3428 Brookside Road <br /> ~ Stockton,California 95219 <br /> 6"VERTICAL CURB PER <br /> 209-943-2021 <br /> DETAIL 1 ON SHEET C7.0 <br /> Fax: 209-942-0214 <br /> www.siegfriedeng.com <br /> SECTION A-A <br /> 1 1„=4, <br /> Q ,QF ESS�O <br /> .S G <br /> 2 <br /> CD <br /> am <br /> p.09�3 �23� <br /> CIV <br /> TFOF CAL\F� <br /> 7.7' 36' 6.5' <br /> DRIVE AISLE 20.00FG <br /> BUILDING DATE SIGNED: 01/28/22 <br /> 19.30TC 10.770% FF=20.00 <br /> 17.49FG 18.66TC 18.80P 26' <br /> PARKING <br /> 18.16FL 1.50% 18 <br /> ~_ PARKING STALL 4' <br /> DRIVE AISLE 24"RETAINING WALL <br /> 12' <br /> PER DETAIL 12 ON <br /> BUILDING 20.00FG VALLEY <br /> SHEET C7.1 <br /> 1.67% 19.80TC GUTTER 20.04TC <br /> 6"VERTICAL CURB AND GUTTER EXISTING GRADE 6"VERTICAL CURB PER FF=20.00 V -� <br /> 14.50FG00 19.30P 1.75% 18.98FL 2.17% 19.54P 3 <br /> PER DETAIL 2 ON SHEET C7.0 DETAIL 1 ON SHEET C7.0 -� �- BENCH <br /> 2.00% 3:1 <br /> 12.50FG 6"VERTICAL CURB PER EXISTING GRADE 4'VALLEY GUTTER PER 6"VERTICAL CURB PER -i MA <br /> DETAIL 1 ON SHEET C7.0 DETAIL 9 ON SHEET C7.0 DETAIL 1 ON SHEET C7.0 <br /> �4 <br /> 2 SECTION B-B 3 SECTION C-C <br /> 1"=4' 1"=4' <br /> 7' 1 22.2' 121.4' 58' 4' 1 58' <br /> LOADING DOCK PH E <br /> BUILDING \1T/ D EVELOPM ENT <br /> FF=20.00 450 Newport Center Drive, Suite 230 <br /> Newport Beach, CA 92660 <br /> 18.12P <br /> EXISTING RAILS EXISTING GRADE 2'294_ 16.93FL <br /> 16.26TC17.50CBUILDINGS H&I <br /> *15.76FL 1.87% 0.95 ° HOLLY COMMERCE CENTER <br /> VERTICAL CURB AND GUTTER 4'VALLEY GUTTER PER <br /> PER DETAIL 2 ON SHEET C7.0 DETAIL 9 ON SHEET C7.0 <br /> 9375 SUGAR RD <br /> 4 SECTION D-D TRACY, CA 95304 <br /> 1"=4' <br /> MILESTONES: <br /> 28 JANUARY 2022 <br /> BUILDING DEPARTMENT SUBMITTAL <br /> REVISIONS: <br /> 5' 7' 18' 32' 6.5' <br /> PROPOSED WALKWAY PARKING STALL DRIVE AISLE <br /> 18' 26' 3' <br /> BUILDING 9.5' PARKING STALL 4' DRIVE AISLE BENCH <br /> 8'TALL CHAINLINK <br /> VALLEY 2.00% 3:1 21.50FG 1. 21.34TC FENCE CENTERLINE <br /> FF=20.00 13.68% GUTTER 20.56TC ° _� 21.42C 15% 20.84P <br /> _� <br /> 20.20TC 1.60% <br /> N 19.70P 2.00% 19.32E 2.69% 20.06P -� Mq 2.07% 20.22TC <br /> -► -► 19.72FL 3.1 <br /> z 6"VERTICAL CURB PER EXISTING GRADE 4'VALLEY GUTTER PER 6"VERTICAL CURB PER 6"VERTICAL CURB PER EXISTING GRADE�� 6"VERTICAL CURB AND GUTTER <br /> a DETAIL 1 ON SHEET C7.0 DETAIL 9 ON SHEET C7.0 DETAIL 1 ON SHEET C7.0 DETAIL 1 ON SHEET C7.0 PER DETAIL 2 ON SHEET C7.0 <br /> c� <br /> 54SECTION E-E 6 SECTION F-F <br /> �I 4' 1„=4 <br /> 0 <br /> w <br /> N <br /> z <br /> 0 <br /> i <br /> V) <br /> c� <br /> z <br /> 0 <br /> _J <br /> m <br /> 1-1N <br /> Z <br /> g <br /> Z <br /> w <br /> L,J <br /> 0 <br /> m <br /> Q <br /> PROJECT: 17017 <br /> EXISTING 8'TALL F:\17projects\17017 Holly Sugar Industrial\Improvement <br /> o p <br /> GRADING DETAILS <br /> /2022 <br /> Z DATE:p ans\BUILDINGS H&I\Onsite\17017-C4.4- <br /> CHAINLINK FENCE <br /> Il.dwg <br /> EXISTING CURB 1/28/2022 <br /> 5' S' 14' 4' 14' 18' 12' DRAWN BY: LSF/MWK <br /> DRIVE AISLE VALLEY DRIVE AISLE DRIVE AISLE 1.75% 21.50FG <br /> N GUTTER 21.29TC �- <br /> J 20.94TC 20.09FL 2.00% 20.79P SHEET TITLE: <br /> i 20.44P 2.08% f- <br /> 0 --Do- <br /> GRADING DETAILS II <br /> 0 <br /> 6"VERTICAL CURB PER 4'VALLEY GUTTER PER EXISTING GRADE J 6"VERTICAL CURB PER <br /> DETAIL 1 ON SHEET C7.0 DETAIL 9 ON SHEET C7.0 DETAIL 1 ON SHEET C7.0 <br /> U <br /> L,J <br /> SECTION G-G <br /> 7G <br /> 1"=4' <br /> LL <br /> UNIFORM DRAWING SYSTEM - U.S.NATIONAL CAD STANDARD VERSION 3.1 <br />