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KEY NOTES <br /> O2% MAX SLOPE IN ALL DIFFERENT DIRECTIONS <br /> O2 5%MAX SLOPE IN DIRECTION OF TRAVEL,2% MAX CROSS SLOPE <br /> O1:12 MAX SLOPE IN DIRECTION OF TRAVEL,2%MAX CROSS SLOPE <br /> NOTE: <br /> SIEGFRIED <br /> PROJECT GEOTECHNICAL ENGINEER SHALL BE RETAINED 3428 Brookside Road <br /> TO PROVIDE OBSERVATION AND TESTING SERVICES <br /> Stockton,California 95219 <br /> DURING THE GRADING AND FOUNDATION PHASE OF <br /> 209-943-2021 <br /> CONSTRUCTION. INSPECTION AND TESTING REPORTS Fax: 209-942-0214 <br /> SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. www.siegfriedeng.com <br /> Q�OF ESS�O <br /> N , <br /> 19.24TC 19.53C SC l� <br /> �w� � <br /> / a0 <br /> z <br /> .741 <br /> 4.81% 20.000 �\ 20.000 Qp ® � m <br /> 19.35TC 19. 1� 9.94C o 20.000 - - - - - 19.98C w / p09 3 �23 <br /> 18.85P p° 20.50TC 20.00TC 19.98TC ® 20.000 20.000 ��9 CN�� ��\P <br /> 20.00P 19.501 19.481 19.98C TFCF CA��F� <br /> O ao O - - - - - _ . 19.78TC <br /> 7.14% l <br /> 19.281 DATE SIGNED: 01/28/22 <br /> E1 <br /> 4.80% 19.74C 19.83C 19.90C 19.90C 1 <br /> 19.94TC 19.91 TC 19.89TC 19.86TC 19.84TC o 19.93TC 20.45TC <br /> 19.33TC O 19.34P O �� 19.43P 7.43% 19.95P <br /> 18.831 19.441 19.41 P 19.391 19.361 <br /> I \ \ 0 19.83TC 19.76TC 19.83C 19.83C <br /> NI 19.331 19.86TC 19.88TC _ <br /> - - - - - - - - - N N o 19.261 19.361 19.38P 19.88TC <br /> 1 7 2 <br /> 1� O �l 19.73TC 19.84TC 19.38P <br /> \ 19.55C 19.63C <br /> 19.23P 19.341 o j <br /> M <br /> 19.68TC 1 o <br /> CD <br /> �I419.64TC <br /> 19.181 1� O °�� LI 19.61C 19.70C <br /> I I �1 <br /> 20.82TC <br /> 19.13FL <br /> 20.32P . . 3 <br /> 19.55TC 19.65TC o <br /> 18.17TC 20.84TC 19.051 o <br /> 0 33% <br /> 19.151 I� <br /> 7.67P 20.341 19.63TC - . . . . . . . . _ <br /> 18.16TC 1.50// 18.29TC f o 19.14P 19.13P 19.61 TC 19.61 TC 19.7OTC <br /> 20.34T 1.000 20.43TC 19.11 FL 19.11 P 19.20P <br /> 17.661 I17.79P 19.84P 19.93P I <br /> I I I I <br /> I o I I <br /> LO <br /> F- iS i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 00 C 2 <br /> 18.05TC I17.96TC 20.44T 20.52TC I 1N �1 <br /> 0 <br /> 1- 55P 100 17.46P 19.94P 100% 20.02P \1 19.79TC I 19.39TC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - + - - - - - -19.29P 18.891 E S D C B <br /> 17.90C 17.96TC 19.95C 20.40C 20.47C <br /> - - - - - - - - - - - - - - - <br /> RIM 16.27 <br /> 1.80% i 8.33% i 17.461 i 8.33% i 1.80% 19.501 PC <br /> o o - - - - - - - - - - _ - _ o 0 19.96TC 19.98TC <br /> 17.88C 17.94TC 20.000 O 20.44C O�1C 3 __. 19.461 19.481 <br /> 17.441 <br /> . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 17.98 TIC _ - W <br /> i <br /> O OH OH OH OH OH OH OH OH OH <br /> 17.48 - - - - + PHELAN <br /> - - - . . <br /> V- - --Q�4- H D E V E L O P M E N T <br /> o O I 450 Newport Center Drive, Suite 230 <br /> I � � <br /> Newport Beach, CA 92660 <br /> 1 GRADING ENLARGEMENT 2 2 GRADING ENLARGEMENT 1 3 GRADING ENLARGEMENT3........ 4 GRADING ENLARGEMENT 4 <br /> 1.=5 1"-5' 1"-10' 1"-10' <br /> BUILDINGS H&I <br /> HOLLY COMMERCE CENTER <br /> 21.45C <br /> 21.23C <br /> 21.50C <br /> 1.45C (D - - <br /> 20.98TC 9375 SUGAR RD <br /> 21.30Tc - o 20.481 TRACY, CA 95304 <br /> 1.80/0 21.02TC <br /> 20.801 <br /> 20.52P <br /> MILESTONES: <br /> L28 JANUARY 2022 <br /> O3 - - - BUILDING DEPARTMENT SUBMITTAL <br /> 1 <br /> 21.03C <br /> + 1.80% LO/ <br /> 20.72TC 20.87TC 21.39TC <br /> 21.50C 20 221 o f O 20.371 7.44% 20.891 O a <br /> 1 Cr) <br /> 21.43C I 18.23TC ).52TC 20.64TC 0.43/ 20.79TC 20.81 TC 20.88C 20.95C <br /> ).021 20.141 O <br /> 17.62e-, 21.40C 21.34C 17.731 <br /> 20.29P 20.31 P <br /> 2 <br /> - - - - 17.66C 17.65C 17.51 C 17.42C <br /> 18.11 TC 17.461 0 0 3 0 21.30TC o o N j <br /> 17.611 I I �I O O � 20.801 to o <br /> 1 `� 21.34TC O o i� �N �1 REVISIONS: <br /> 17.57C 1� 20.37C 20.44C <br /> 8-1 8-11 _ _ 20.841 17.53C O <br /> 1.42TC ).20TC <br /> U l 17.62C 20.92P 21.34TC 20.481 - - - O 20.50TC <br /> h o1 0 0 20.841 1.80% % 18.17TC 18.03TC 17.46C a.7OP <br /> �. - - - 3 1 -1"1.60% 1 17.5310.43% 20.00P <br /> 0 <br /> - ��'_ 21.34TC 17.67P o\o O <br /> 18.07TC ° 17.92TC v O 21.42TC 20.84P _ o� O o - . . <br /> 17.571 17.421 - <br /> - - - 20.46TC 0.51 TC 20.44TC <br /> 20.92P <br /> 3: 17.32C o 21.39TC }0 17.79C L 19.96FL 20.01FIL 19.941 <br /> 0 17.39C 17.37C O o 20.891 IOO U? L 1� <br /> Cl) O 21.30TC o IM <br /> a of O 3 20.80P 1 17.7X\ <br /> 01.42C 18.22TC 17.57P OIC <br /> 17.721 - -1L - - - 17.82C O <br /> 0f <br /> z 17.47C 17.38 17.26C o 2 <br /> Q 17 76C' M00 <br /> j m <br /> 18.02TC <br /> c� <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - -I- - - - <br /> � 17.521 <br /> 21.08TC <br /> 21.29TC 21.32TC <br /> CD <br /> 1.80% 20.58P 20.791 20.82P <br /> UJIj <br /> - - - - - - - - - - - - - - - - - - - - - - <br /> - - - - <br /> Z <br /> / 21.32TC 21.04TC <br /> = 20.82P 1.80% 20.541 - - - - - - - - - - - - <br /> N 21.03TC <br /> 20.53P <br /> F1 <br /> TD <br /> n <br /> m <br /> 1-1V) <br /> g 5 GRADING ENLARGEMENT 5 6 GRADING ENLARGEMENT 6 7 GRADING ENLARGEMENT 8 8 GRADING ENLARGEMENT 7 <br /> m 1"-5' 1"-10' 1"-5' 1"-10' <br /> - - - - <br /> z <br /> w <br /> w <br /> 0 <br /> m <br /> J <br /> PROJECT: 17017 <br /> ry Q <br /> In <br /> F:\17projects\17017 Holly Sugar Industrial\Improvement <br /> FILE: plans\BUILDINGS H&I\Onsite\17017-C4.3-GRADING DETAILS <br /> I.dwg <br /> z DATE: 1/28/2022 <br /> DRAWN BY: LSF/MWK <br /> SHEET TITLE: <br /> 0 <br /> GRADING DETAILS I <br /> o <br /> U O <br /> U) <br /> U <br /> 0 Know what's below. <br /> Call before you dig. C ■ <br /> 3 <br /> UNIFORM DRAWING SYSTEM - U.S.NATIONAL CAD STANDARD VERSION 3.1 <br />