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LEGEND <br /> I ■ <br /> + + I o <br /> ❑ I I <br /> �- 3.0 PROPOSED GROUND CONTOUR <br /> I <br /> --- 3.0 EXISTING GROUND CONTOUR <br /> sl <br /> - - - I SIEGFRIED <br /> 3428 Brookside Road <br /> Stockton,California 95219 <br /> 209-943-2021 <br /> Fax: 209-942-0214 <br /> I I I I www.siegfriedeng.com <br /> o <br /> SEE SHEET C4 . 1 SEE SHEET C4 . 2 <br /> \ I <br /> FESS/1- <br /> 0 <br /> ESS�O <br /> o woe ,SCN l <br /> 1 <br /> I� I w rn <br /> dam <br /> o fP. 09/3 /23 <br /> 1 I I 1J, CN <br /> 3131 3l 9 � <br /> 313-, I <br /> I \ I 7 I o TFOF CAS\F� <br /> _ - <br /> 0 0 1 \ \ I I C4.4 i DATE SIGNED: 01/28/22 <br /> IIII�I I I 0 <br /> 185 <br /> 1 <br /> --- w I I 20.0 20.0 19.0 _ <br /> o <br /> LU <br /> 0 <br /> I I / �9 <br /> I I III'I 20.5 20.5 `o�p I Ell o _ <br /> ' 1 I <br /> 21.0 21.0 1 <br /> / 0 19.5 o <br /> 16.5 19.0 <br /> o Ln o o h o o <br /> , <br /> ,� co I I 0 <br /> 17.0 - 18.5 <br /> '1 C4.4 <br /> _ <br /> 17.5 18.0 C4.4 <br /> � � o � � � o � � o Iv I I o0 <br /> d � ", 5 .n o In <br /> o o <br /> 1 to cri 0 6S 17.i ,\ . c< °° s ail <br /> 17.0 o <br /> I <br /> I 17.0 TO <br /> 17.0 1 <br /> 10 <br /> 0 0 <br /> oo 5 r <br /> o o o o cn \ \ 16.5 I o <br /> o � o. .n o <br /> ;o' coo to Uri co co ! 7�0 6� 5 r xi ov� o <br /> 16.5 16.5 CD o <br /> N N <br /> 16.0 I o <br /> - . . 6 I 6 o <br /> C4.4 <br /> 16.0 \ 0- - 16.0. 4 4 -19. <br /> 5- _ = PHELAN <br /> C4.4 C4.4 I o <br /> D EVELOPM ENT <br /> \ BUILDING 1 450 Newport Center Drive, Suite 230 <br /> \ o Newport Beach, CA 92660 <br /> FF=21.50 <br /> 1 VSs 16.0- �6�� � 0 <br /> C4.4 <br /> o BUILDINGS H&I <br /> I � I <br /> • • • • I o • • HOLLY COMMERCE CENTER <br /> 2 2 76> o <br /> C4.4 C4.400 <br /> `� o o' <br /> o <br /> CO <br /> 9375 SUGAR RD <br /> BUILDING H � TRACY, CA 95304 <br /> FF=20.00 0 _ <br /> N CIA <br /> CI O <br /> o In� J J J O <br /> s s 0 5 o C-� o <br /> O MILESTONES: <br /> 28 JANUARY 2022 <br /> I <br /> BUILDING DEPARTMENT SUBMITTAL <br /> o <br /> i o <br /> • • <br /> o 0 0 � o o. y LO <br /> '�6��.`° 16'0 ��o� --16.0-16.01616.0- _ 16� /`�o� /165 ao-°\ rn ,�``' . cL1 e o <br /> 06 <br /> I I <br /> I 5 <br /> C4.4 C4.4 / <br /> 2p <br /> 77I <br /> s ,20.0 IQs o . ESDMH I I I REVISIONS: <br /> ,��. <br /> ��� �� � -- �- M 19.01 <br /> NV64 405 <br /> 19. 19' - - - - - - - - I INV 6.340N I I <br /> -A� o - - - - - - - - - - - - - moo <br /> B I OH <br /> 1.� <br /> • 19.0 19.0 - - - <br /> - - 1/ - - - - - - - - - - f= - - - - -, - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -20.0- - - - - - - - - - - - - -ti. �� <br /> RIM 16.42 \ I - - -� \ 42'WVJ I <br /> NV 1ESDC2271Z" _ - - - - - - - -I f _� I{ E \ DCB ��•- �'. •-- .,,. O <br /> \ �5 E INV 9.221"N �\ <br /> RIM x'5.61 INV 718"E <br /> RIM 19.00 RIM 16.27 -� � <br /> OH OH <br /> - 517.01' / =18 5 - = _ off 21 sw yo <br /> tis R o <br /> 17. -18117 -- - �1� RIM 2168 \ <br /> OH <br /> 57 � 5 � � <br /> 00 <br /> o - --_ 3 ARBO AVENUE �� � � -- .- 9.0_- 5 � >g � - - ESD�e /� ARBOR AVENUE - <br /> - - 1,4.4 � INV 13.1624 NE \ <br /> �.� 9• q <br /> 01.f /- _ w C4.4 2W �,S W NIV 16.4712"E 2'W -M 18.60 ``� / O 2'O - :C S <br /> 1g N � - o <br /> J <br /> ----------- <br /> --u ,.. .� -21.0- ESDMH - <br /> - _ RI 20.82 <br /> w 18.0-1 - - - _ _ - \ - � ',��> - - - s <br /> 17.5- _ 8 5 >> N�;5,8 Z:E <br /> > _ - 17.5 - 18.0- _ -18.0=- - 18.5 �9 �� f / o <br /> o ' - - - - - - - - I CLC I CLCDCB I C_- 17 n_- - - I'CLt I C -TELE TELE _ TELE ---TELE_ TELE_ LE _TELE _ LES- _ c� --- \T�' <br /> I " - - - - - <br /> O RIM 17.82 ® ESDCB - - <br /> INV 10.32 12"N RIM 17.60 {� - - `�- _ <br /> I <br /> - p INV 10.4012"N 'i O <br /> CD <br /> o <br /> w I 1\, 1 \ _ I I = <br /> I - <br /> o I + - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - � � to <br /> J V A <br /> I I T <br /> M, I \ \ <br /> g - \� \ \\ - - - I o <br /> - - - - - - - - - - - - - - - - - - - - - - - - - o 0 <br /> D O OH OH OH OH OH OH OH OH OH OH OH OH OH H OH OH OH OH OH O OH OH OH OH OH OH OH \OH OH - OH -- OH �- OH OH OH _ <br /> I <br /> Ld o <br /> w <br /> U I v 1 I <br /> NOTE: <br /> Q I I 1 o PROJECT: 17017 <br /> _ <br /> r F:\17projects\17017 Holly Sugar Industrial\Improvement <br /> o PROJECT GEOTECHNICAL ENGINEER SHALL BE RETAINED FILE: plans\BUILDINGS H&I\Onsite\17017-C4.0-OVERALL GRADING <br /> 0 1 TO PROVIDE OBSERVATION AND TESTING SERVICES PLAN.dwg <br /> Z H I__I 1 � DURING THE GRADING AND FOUNDATION PHASE OF DATE: 1/28/2022 <br /> Q I CONSTRUCTION. INSPECTION AND TESTING REPORTS <br /> 1 I SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. DRAWN BY: LSF/MWK <br /> N I <br /> o I I 1 <br /> J SHEET TITLE: <br /> 0 <br /> 1 OVERALL GRADING PLAN <br /> Q <br /> 1 <br /> C IU <br /> LAj <br /> 0 cD Know what's below. 1 I 1 0' 20' 40' so' <br /> 0111 before you dig. 1C ■ <br /> 0 <br /> %g SCALE: V=40' <br /> LI: In <br /> 1 I <br /> UNIFORM DRAWING SYSTEM - U.S.NATIONAL CAD STANDARD VERSION 3.1 <br />