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7 <br /> EC4.4 <br /> F- 1O''"r" MATCH EX MATCH EX /MATCH EX MATCH EX MATCH EX MATCH EX ATCH EX iWJH i�n CA <br /> MATCH EX 1 <br /> 18.86FG SDDI 23 ■ <br /> MATCH EX 0.86TC 20.95TC 20.66TC 20.94TC 20.66TC 20.37TC RIM 18.16 <br /> 18.62FG o SDDI 18 o DDI 19 19.32TC 18.95T INV 12.99 6T <br /> MATCH EX 20.36P 20.45P o 20.16P IM 19.81 20.44P Io 20.16P IM 19.81 19.87P 18.82P 18.45P <br /> ESDDI � <br /> �c�i NV 12.04 18"E IC-1i NV 12.45 15"E ml MATCH EX I KEY NOTES <br /> RIM 20.31 0.35% 0.35° 0.35% INV 12.4518"W 0.35% CSI °�° <br /> � I <br /> \ �o,`aI° I I O 2% MAX SLOPE IN ALL DIFFERENT DIRECTIONS <br /> INV 11.79 18"E 20.10FL <br /> 20.091L <br /> p` OCB o 0 o ( O2 5%MAX SLOPE IN DIRECTION OF TRAVEL,2%MAX CROSS SLOPE <br /> 20.93TC 18.59 36" N f C'o' 20.93TC f rn 20.93TC f rn 20.93TC �° o o <br /> 20.43P - - - - - - - 20.43P- - - - - - - - -20.43P - - - - - - - - - - 20.43P- �� CD i O 1:12 MAX SLOPE IN DIRECTION OF TRAVEL,2/o MAX CROSS SLOPE <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - lC, <br /> G.B. G.B. G.B. �I I I O4 12"RETAINING WALL PER DETAIL 12 ON SHEET C7.1 <br /> 20.98TC o 20.98TC 20.98TC o 20.98TC 20.98TC N 20.98TC 2 S I E G F R I E D <br /> 20.48P I� 20.48P 20.48P 14 20.48P 20.48P C:) <br /> 20.48P <br /> 2/MATCH EX 21.29TC C" 21.29TC 21.29TC I N 21.29TC 21.29TC 21.29TC 6 <br /> 20.07 C 20.79P 20.79P 20.79P 20.79P 20.79P 20.79P 21.29C I Stockton, <br /> Brookside Road <br /> 19.5 P Stockton,California 95219 <br /> 20.38TC 21.41 CL 21.41 C 21.29C o 21.23C C4.3 209-943-2021 <br /> Fax: 209-942-0214 <br /> 19.38P 1 I <br /> � 1 � 21.45C °� <br /> 19.96TC 21.23C NOTE: www.siegfriedeng.com <br /> 19.0 19.46P I <br /> o \ _ _ G.B-- I <br /> 20.98TC _ 20.34TC I <br /> i 7 21.30TC 120.48P 2.03% 19.84P I I PROJECT GEOTECHNICAL ENGINEER SHALL BE RETAINED <br /> _ 5 C4.4 20.80P I, TO PROVIDE OBSERVATION AND TESTING SERVICES <br /> L? 0 21.02TC E Lo DURING THE GRADING AND FOUNDATION PHASE OF <br /> - 17.5- -�1�' --- C4.3 Cp <br /> 20.52P CONSTRUCTION. INSPECTION AND TESTING REPORTS �O S�H� l <br /> .04 ■ I I I SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. �� F2 <br /> I I I w <br /> _ � 1 m <br /> e 21.3oTC P. .093 3� <br /> O 2o.8oP I J, �Q <br /> / 18.84TC JL 21.34TC <br /> \ 18.34P e I 20.84P m 8-1 I I 9TFOF�A <br /> 1.0/ <br /> I ° ° ° I I DATE SIGNED: 01/28/22 <br /> C - - - - - - - - - - - - - - 21.34TC <br /> \ G.B. 1 18.50TC 18.02TC • <br /> / 18.00P 17.52P 20.84P I <br /> \ � 7.85/ I 21.30TC I RAIL TO BE RAIL TO BE <br /> RAISED IN THE RAISED IN THE <br /> o O 20.80P II FUTURE FOR FUTURE FOR <br /> C6 17.07P ° 17.03FL 1.04/ �°' LO rn I ARBOR ARBOR <br /> / 21.03TC <br /> 17.07C I I• CROSSING CROSSING <br /> 17.50C 20.53P II I Q <br /> 21.30TC <br /> 1 20.80P I % 2% <br /> 20.98TC I. <br /> 3.30/o SDDI 20 <br /> 21.34TC 20.48P RIM 19.47 <br /> I o 20.84P I INV 13.13 4"S <br /> ° 21.03TC <br /> INV 13.13 1p"N <br /> 4\° 1 20.53P � I CONCRETE RAIL <br /> N. PLATES <br /> 165 I SECTION A-A <br /> SDDI 14 I NO SCALE <br /> RIM 16.80 <br /> 18.00P INV 12.24 12"NW m � <br /> 1.98% (D <br /> 2.00°0/ 16.84P 1.17% 17.50C o <br /> 16.84C <br /> e <br /> o � I <br /> I <br /> ® ® ° 21.03TC I <br /> I <br /> 1.97% -- _ 20.53P <br /> CD <br /> 16.26TC cO <br /> 19.5_ 21.34TC RAIL RAISED RAIL RAISED <br /> FLUSH WITH FLUSH WITH <br /> 5.76P f o � _ 20.84P NEW CONCRETE NEW CONCRETE <br /> I I PANELS PANELS PHELAN <br /> 20.98TC 2.32/ 20.24TC I I D EVELOPM ENT <br /> 17.42RAIL 1 89/ 21.34TC 20.48P 19.74P I Newport Beach, CA 92660 <br /> T MATCH EXo \ 20.84P I I 450 Newport Center Drive, Suite 230 <br /> U <br /> RAIL 21.03TC p <br /> MATCH EX 16.98TC ` 1 20.53P 2% 2% <br /> 6.48P / 18.25P BUILDING I 21.42C I <br /> V) � 00 ° F=21.50 ❑ <br /> LU 2.00°0/ 17.09P �117.051`1- 0.75/ 17.50C \ I I BUILDINGS H&I <br /> � I 17.09c \ I HOLLY COMMERCE CENTER <br /> �o CONCRETE RAIL <br /> O �' °o ` y o PLATES <br /> m u, <br /> 1.98% c� r? <br /> a 65PC 17.90TC I I SECTION B-B <br /> I <br /> Z 17.81RAIL 17.40FIL 1,44/ I 2 <br /> NO SCALE 9375 SUGAR RD <br /> Z 1 .77RAIL 17.72 N I TRACY, CA 95304 <br /> O 16.57FL 17.67P 17'72C <br /> V 17.67C <br /> 21.03TC <br /> O \ ° 20.53P I MILESTONES: <br /> °�° SDDI 11 \ 20.84P 4.4 BUILDING DEPARTMENT SUBMITTAL <br /> 6 6 I 28 JANUARY 2022 <br /> � \ C4.4 C <br /> RIM 17.56 <br /> INV 13.1312"W o� SDDI 15 L <br /> 17.90 \�o° 18.35P meq' RIM 16.88 0 6; 20.98TC <br /> 17.90C INV 12.56 12"W 21.34TC 20.48P 3.30/° ' <br /> I SDDI 21 <br /> 18.73TC \° 1.75°0// 2.47% 16.92P 1.04°0/ / 17.50C RIM 1 .57 <br /> 20.84P INV 13.57 2"S <br /> 18.23P '� g 16.92C / 21.03TC INV 13.57 5"N <br /> 20.53P I <br /> • I1 <br /> 22 \ I I REVISIONS: <br /> \ Cl) <br /> o� 21.4X <br /> 13 <br /> 18.14RAIL / I 1 1.98% o I <br /> Do LO <br /> f° 18.16RAIL o o C. � p o cel o <br /> 5 \ 18.17F °' moo. <br /> CV <br /> z 7 ' 17.50C ( I <br /> I <br /> g 17.11 FL <br /> 0.87% <br /> n C4.3 <br /> z 17.15P \ <br /> 0 0 17.15C 7.70% I 21.03TC I I <br /> < y M j 19.49TC \ <br /> 1.95% 18.99P \ I 20.53P <br /> N 18.29FIL 18.50C 18.62P \ 21.34TC <br /> 20.84P <br /> 2y I <br /> v 18.79TC 18.58P ❑ ❑ <br /> 0 18.29FL MATCH EX �, \ 21.34C 20.98TC 20.26TC <br /> CD 1.57% 18.49P 18.67RAIL -IL ai moo, of 19.76P <br /> 18.49C - i 20.48P <br /> UJI 18.69RAI / 21.34C 2 I / <br /> I 21.42C / <br /> N 19.73TC a 21.49C I / <br /> 19.23P M <br /> 21.43C 21.34C <br /> z 1.79°0// 19.1 OTC � <br /> i <br /> 18.60FL <br /> z SDDI 7 5 <br /> o RIM 17.92 C4.4 8 21.26C / <br /> 5 INV 13.29 15"SW C4.3 I / <br /> j 18.38TC INV 13.2915"N \ 1 1.45C ��/ DI 22 <br /> I- <br /> V) 17.88P INV 13.2912"E ) NVV 13.65 <br /> g \ <br /> � 20.10TC � 19.09C 18.67P 1 1 21. 1 C 21.41 20.88C 21.44C 21.26C O2 20.97TC 1�� / <br /> 19.43TC LL <br /> 1.66/° Cr, 18.84RAIL ATCH EX 21.41 C <br /> z 19.60P 18.93FL 21.41 C 20.95C 20.47P / I <br /> w o .s 20 52T 1 [: 20.64TC 20.81 TC 21.39C <br /> 19.02C 19.69TC SDD116 19.97TC 20.00TC 20.42TC G.B. 20.37C 21.33C / <br /> w 20.02P 20.14P. 20.31P 21.19TC ' EXISTING PROPERTY LINE <br /> 0 18.85RAIL 19.19P RIM 18.82 0 19.47P 19.50P N <br /> 19.92P 21.33TOW o 201 00 .44C / <br /> INV 13.02 12"E N� SDDI 17 _ 20.69Prt9�2� 19.51TC - - - - N - - - - - . 6PC - �1999� - - - - - - - - - iNV-?357T2W - - 19�IR 0.33FG 20.33FG 171P21 C - - - - - - - - - -229-09PC - - - - - - - - - - - - - - - - - - - ���° •/ I WV6361 <br /> _ - ate INV13.0212N RIM 19.50 INV 6.4140"S <br /> 19.01c 40°N PROJECT: 17017 <br /> a _ 19.09 / <br /> I,i F:\17projects\17017 Holly Sugar Industrial\Improvement <br /> N 20.40TC 19.60TC 19.61TC 0.43% 20.05TC 4 20.15TC 20.46TC 20.44TC l0 21.17TC •_ I FILE: plans\BUILDINGSH&I\Onsite\17017-C4.2GRADING PLAN <br /> 0 19.90FL o o SDDI 12 19.18P o °° P o 0 0 o 19.94P / - - - - - - - 20.67P dwg <br /> 19.10FL 19.11 FL 19.55FL 19.65FL 19.96FL I� <br /> z DATE: 1/28/2022 <br /> o RIM 19.06 co'�� o 0 00 0o I / / 42"WW <br /> o P r` rn v o - <br /> -o 21.29TC <br /> Q +� - - - - - - tNLVs3.z112�M `�'- - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - 1-! I JI <br /> I�� - - - - - - - - M� - - - - - - - N M - - - - - - - - -I- 24.7�P- - - - - - - =� 14"ww 1811 <br /> DRAWN BY: LSF/MWK <br /> 21.00TC 20.65TC .52TC T9 20.70T 4� 20.91 TIC �1.33TC �� 2 . 22.19TC I <br /> 20.50P I RIDGE- - - - - - - 20.15P 19.02P 18.95P 0� 20.20P 20.41 P 0� 20.83P 2 .�5P 21.69P / <br /> - - - - - - 14 ww SHEET TITLE: <br /> o - - - - - - - � - - - _- -_ - - - - - - - - - - - - <br /> _ - - - - - <br /> - - - - - - - <br /> - - - - - - - - GRADING PLAN II <br /> - - - - - - -- - - - - - <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 19 19.01C � •19.001� -` � - � <br /> _ _ ULTIMATE RIGHT OF WAY 19 5 OCG �19.68FG� - - - - - - <br /> - _- -- - <br /> . -T9.OTC = - - - _ - - - MATCH X - - - -�T - - - - - - - - - - - - - 8-1 - - - - - - - <br /> 20.17FG <br /> ;H EX MATCH EX Io I I C4.4 ■� ■ ■ * I cv I <br /> N ICl) 17.00FG 18.78RAIL 18.78RAIL EXISTING RIGHT OF WAY I <br /> 7.89FG / IN 0 �� ESSMH <br /> \\ MATCH EX MATCH EX MATCH EX _ i MATCH EX <br /> � RIM 21.68 <br /> w 12"SD iii <br /> � S <br /> SW <br /> o - -_ - - - - - - _ _ 13.1624 NE <br /> _ _ - _ - INV 13.16 24"NE 0' 10' 20' 40' <br /> MA <br /> n 19.69P 93 � ° ARBOR AVENUE � 2o.6oEP 20.74P ,. 20.88P - - - - � ■ <br /> X ESDCB 5 20 5 MATCH EX p- MATCH EX 2� <br /> 2 <br /> MATCH EX 12"W 12"W �°� 2 p� I SCALE: 1"=20' <br /> RIM 18.60 gn F1Gp <br /> - <br /> UNIFORM DRAWING SYSTEM - U.S.NATIONAL CAD STANDARD VERSION 3.1 <br />