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7 C4.4 F- 1O•'"r" MATCH EX MATCH EX /MATCH EX MATCH EX MATCH EX MATCH EX ATCH EX iWJH i�n CA MATCH EX 1 18.86FG SDDI 22 ■ MATCH EX 0.86TC 20.95TC 20.66TC 20.94TC 20.66TC 20.37TC RIM 18.16 18.62FG o SDDI 17 o DDI 18 19.32TC 18.95T INV 12.99 6T MATCH EX 20.36P 20.45P o 20.16P IM 19.81 20.44P Io 20.16P IM 19.81 19.87P I 18.82P 18.45P ESDDI � cli �17 NV 12.04 18"E IC�i NV 12.45 15"E ml MATCH EX I KEY NOTES RIM 20.31 0.35% INV 12.04 18"W 0.35° 0.35% INV 12.4518"W 0.35% ��//°\° ° INV 11.79 24"S . . . . . . . . . . . . �o� 2% MAX SLOPE IN ALL DIFFERENT DIRECTIONS INV 11.79 18"E \ 20.10FL 20.09FL G'ZDCB o CI o ( O2 5%MAX SLOPE IN DIRECTION OF TRAVEL,2%MAX CROSS SLOPE 20.93TC 18.59 36" N fate' 20.93TC I CID 20.93TC f rn 20.93TC �° o o 20.43P - - - - - - - 20.43P- - - - - - - - -20.43P - - - - - - - - - - 20.43P- �� o} i O 1:12 MAX SLOPE IN DIRECTION OF TRAVEL,2/o MAX CROSS SLOPE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - "?I G.B. G.B. G.B. Com' I I O4 12"RETAINING WALL PER DETAIL 12 ON SHEET C7.1 20.98TC o 20.98TC 20.98TC o 20.98TC 20.98TC o 20.98TC 2 S I E G F R I E D 20.48P 104� 20.48P 20.48P I� 20.48P 20.48P I� 20.48P 2 ATCH EX 21.29TC 21.29TC 21.29TC 14 21.29TC 21.29TC I�" 21.29TC 6 20.07TC 20.79P 20.79P 20.79P 20.79P 20.79P 20.79P 21.29C I 3428 Brookside Road 19.57P Stockton,California 95219 20.38TC 21.4�1C�jj 21.41 C 21.29C 21.23C C4.3 209-943-2021 00 Fax: 209-942-0214 19.38P 1 - 1 21.45C Cq 19.96TC 21.23C NOTE: www.siegfriedeng.com 19.0 -, -- X 19.46P - I �5 � o / G.B. I 20.98TC 20.34TC I i 7 21.30TC 20.48P 2.03% 19.84P I I PROJECT GEOTECHNICAL ENGINEER SHALL BE RETAINED _ 5 / C4.4 20.80P I, TO PROVIDE OBSERVATION AND TESTING SERVICES LO 21.02TC Lam, DURING THE GRADING AND FOUNDATION PHASE OF - 17.5- -<k� o- C4.3 00 104 20.52P CONSTRUCTION. INSPECTION AND TESTING REPORTSQ�OS�H�- I I I SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. �� F2 0 21.30TC m - P. 093 �2��* 20.80P I � / 18.84TC JL 21.34TC \ 18.34P o 20.8 m 8-1 I I 9TF F�A - - - - - - - - - - -- - - - - - - - - - - ° ° ° 1.80% o C 21.34TC I I I DATE SIGNED: 09/13/22 \ G.B. 1 18.50TC 18.02TC • / 18.00P 17.52P 20.84P \ 7.85/ 21.30TC I RAIL TO BE RAIL TO BE I ° ° I RAISED IN THE RAISED IN THE o 0 20.80P i II FUTURE FOR FUTURE FOR 06 17.07P ° 17.03FL 1.04/ ��' EO rn I ARBOR ARBOR / 21.03TC -7 17.07C I ICROSSING CROSSING 17.50C 20.53P II I Q 21.30TC 1 I 20.80P I 2�0 2% 20.98TC I. 3.30/o SDDI 19 21.34TC 20.48P RIM 19.47 I o / 20.84P I INV 13.13 1�"S 0 ° ° INV 13.13 1p"N 21.03TC ��/ 1 20:42C I CONCRETE RAIL N. / i ( I PLATES I 1 SECTION A-A SDDI 13 \ I I NO SCALE RIM 16.80 18.00P INV 12.24 12"NW \ 1.98% (D °? I 2.00°0/ 16.84P 1~ 17.50C 16.84C ° ® ® ° \ I ® ® ° 21.03TC 1.97/ CD 20.53P RAIL RAISED RAIL RAISED 16.26TC cO � 19.5_ 21.34TC 5.76P o o 20.84P FLUSH WITH FLUSH WITH f(h _ •�'°` NEW CONCRETE NEW CONCRETE PHELAN PANELS PANELS 20.98TC 2.32/ 20.24TC I I D EVELOPM ENT 17.42RAIL 1 89/ 21.34TC 20.48P 19.74P I Newport Beach CA 92660 '"' MATCH EX 0o \ 20.84P I I 450 Newport Center Drive, Suite 230 U RAIL 21.03TC p MATCH EX 16.98TC ` 1 20.53P 2% 2% I 6.48P / 18.25P BUILDING I 21.42C I w 2.00°0/ 17.09P �117.051`1- 0.75/ 17.50C F=21.50 I I BUILDINGS H& I Ulu 17.09C \ ( CONCRETE RAIL HOLLY COMMERCE CENTER o. O �' °o rn y o PLATES Cal u, 1.98% c� r? .75Ta 25PC 17.90TC I I SECTION B-B I Z 17.81RAIL 17.40FIL 1,44/ I 2 NO SCALE 9375 SUGAR RD Z 1 .77RAIL 17 72 N I TRACY, CA 95304 O 17.07FL 17.67P 17.72C V 17.67C m 0 21.03TC 0 \ ° 20.53P I MILESTONES: SDD111 \ ° ° 6 6 I 28 JANUARY 2022 rL� RIM 17.56 \ C4A 20.84P C4.4 BUILDING DEPARTMENT SUBMITTAL INV 13.1312"W 0 SDDI 14 17.90 \�o° 18.35P meq' RIM 16.88 6; 20.98TC 3.30% 17.90C INV 12.56 12"W 20.48P SDDI 9. 47 21.34TC I 18.73TC ��° 1.75°0// 2.47% 16.92P 1.04°0/ / 17.50C RIM 1 .57 20.84P INV 13.57 2"S 18.23P 16.92C 21.03TC INV 13.57 5"N / 20.53P REVISIONS: 0 4� � \ 21.42C M / ° ° ° � FC I CORRECTIONS 18.14RAIL / �� 1.98% 09-14-22 / 1 m l M} I� 0 FC 2 CORRECTIONs 0 18.16RAIL o o �, ,n o o cel of 56 l0 18.17E �. CO CO of ryo c:; i. z 7 ' 17.50C ( I I g 17.11 FL 0.87% n C4.3 ° O z 17.15P 21.03TC I I y co 19.49TC \ 17.15C 7� / 20.53P � 1.95% �� 18.99P _ 21.34TC N 18.29FL 18.50C 18.62P -- 20.84P 2y I 18.79TC 18.58P o ° ° 0 18.29FL MATCH EX o ,r, to\ 21.34C 20.98TC 20.26TC , CD 1.57% 18.49P 18.67RAIL �F _ o' moo,' of 19.76P j 18.49C 21.34C 20.48P � 18.69RAI 2 / N 19.73TC I o 21.42C / 19.23P 21.49C C7l I / / 21.43C 21.34C o z 1.79°0/ 19.1 OTC 9 18.60FL V) 5 SDDI 7 o RIM 17.92 C4.4 8 / 21.26C / 5 INV 13.29 15"SW 1 C4.3 I DI 21 j 18.38TC INV 13.2915"N \ 1.45C ��/ I- V) 17.88P INV 13.2912"E ) NVV 13.6 12 g 20.10TC 19.09C 18.67P 1 1 21. C 21.41 20.88C 21.44C 21.26C O2 20.97TC 19.43TC 1.66/° a 18.84RAIL ATCH EX 21.41 C z 19.60P 18.93FL 21.41C 20.95C 20.47P / I w o s 20.52TC 20.64TC 20.81 TC/ 21.39C 19.02C 19.69TC SDD115 19.97TC 20.00TC 20.42TC G•B• 20.37C 21.33C / w 20.02P 20.14P� 20.31P 21.19TC ' EXISTING PROPERTY LINE 0 18.85RAIL 19.19P RIM 18.82 0 19.47P 19.50P o 19.92P 21.33TOW o 20.44C / INV 131 Oc .02 12"E N� o� SDDI 16 _ 20.69P rt9�2� 19.51TC - - - - N - - - - - . 6PC - �1999� - - - - - - - - N tR1V'C357T2W - - 19�IR 0.33FG 20.33FG 171PC - - - - - - - - - - -229-09PC - - - - - - - - - - - - - - - - - - - ��\° •/ I WV6361 _ _ _ _ _ _ _ - �� INV13.0212N RIM 19.50 INV 6.4140"S J � 19.01C � 40°N I / PROJECT: 17017 19.09 ° Lu � f:\17projects\17017 holly sugar industrial\improvement N 20.40TC 19.18P 19.60TC 19.61TC o~ 20.05TC 4 20.15TC 20.46TC 20.44TC l0 21.17TC •_ I FILE: plans\BUILDINGSH&I\Onsite\17017-C4.2GRADING PLAN 0 19.90FL o o SDDI 12 0 °° P o o \ 19.94P / - - - - - - - 20.67P dwg 19.10FL 19.11 FL 19.55FL 19.65FL 19.96FL I� z o I 42°Ww DATE: 9/13/2022 o � - - - - - RIM 19.06 0 '� o 0 0 0 loo loo :,n o rn P - o C2 21C-S .29TC Q ti �� - 1�LV13.Z11210Lc? -`�''- - - - - - - - - - - - - - - - - - - -� - - - - - - - - - -,-_ I I�� - - - - - - - - M� �� - - - - - - - - - - - - - N� - - - - - - - - - - - - - - M- - - - - - - - - - - - - - - - - - - - - - - - =� I 14"ww 1w DRAWN BY: LSF/MWK z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� _ - CD- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I24.7�P- - - - - - - - - - - - - - - - - JI N I 21.00TC 20.65TC 52TC 19FTr 20.70T� ^ice 20.91 TIC �1.33TC i ' 2 I - ° 4L vvvv o �� 22.19TC I' , J I 20.50P I RIDGE 20.15P 19.02P 18.95P 0.92//° 20.20P 20.41 P o 20.83P 2 .�5P 21.69P SHEET TITLE: - - - - - - - - - - - - - - - - - - - - - -T - - - - - � - - - - - - - - _ . . _ . . - - • mm-- - _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GRADING PLAN II - - - - _- _ _- - - - - - -- - 5 - - - 13?Es• - - ��19fi8FSi - - - - _ �'T - - - - _ - / INV 15.6 12"S - / - ULTIMATE RIGHT OF - 19.11E _ _ - - 19 19.01 C 19.00FG• 20.17FG - �_ 16:�� C MATCH EX WAY MATC EX C4.4 MATCH EX MATCH EX ` • _ I _ - _ N0 ,5p N ;H EX MATCH EX "7 ICI) I �I 17.00FG 18.77RAIL 18.78RAIL ___ _ EXISTING RIGHT OF WAY �8.OL�G C14 \� MATCH EX MATCH EX MATCH EX MATCH EX / - �� RIM 21.68ESSM C) iii \ � s 13.16 24"SW 0o - 1 - - - - - - - - - - _ - INV13.1624"NE _ _ _ - - _ _ 0' 10' 20' 40' 19.69P 9'3 0 ARBOR AVENUE 20.60EP 20.74P 20.88P C m2 MA X ESDCB 5 I MATCH EX MATCH EX I j MATCH EX 12"W 12"W �°� 21 21,p-- SCALE: 1"=20' RIM 18.60 UNIFORM DRAWING SYSTEM - U.S.NATIONAL CAD STANDARD VERSION 3.1