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F- 0VIII—I I o LEGEND I � I ■ w I HEAVY DUTY CONCRETE PAVEMENT El D I o (R<5, TI =8.0,ADTT=200) IN ❑ _ I 8"4000 PSI (MODULUS OF RUPTURE I 550PS1 MIN.)CONCRETE WITH NO.4 El I � REINFORCEMENT BARS 24 O.C., SAWCUTS SHALL BE @ 12'O.C. EA.WAY MIN., OVER 6"CLASS II AGGREGATE o BASE OVER SUBGRADE PREPARED PER THE PROJECT SOILS REPORT. S I E G F R I E D _ I \ II I I I 0 HEAVY DUTY ASPHALT PAVEMENT R 3428 Brookside Road 4 AC OVER 15-1/2"CLASS II AB OVER Stockton,California 95219 I I I o SUBGRADE PREPARED PER THE 209-943-2021I Fax: 209-942-0214 PROJECT GEOTECHNICAL REPORT IC B www.siegfriedeng.com I I I \ 1 I I ° \ LIGHT DUTY ASPHALT PAVEMENT \ 1 I I I 3R 0 AC OVER 10"CLASS II AB OVER SEE SHEET C3 . 1 SEE SHEET C3 . 2SUBGRADE PREPARED PER THE PROJECT GEOTECHNICAL REPORT Q�pFESS/0 Sc �F \ \\ I I ° CONCRETE WALKWAYS O J I \ \ I I I 4"2500 PSI CONCRETE WITH NO.4 W 7 m REINFORCEMENT BARS 24"O.C., OVER ' m \ \\ 1 I o 4"CLASS II AGGREGATE BASE OVER 9�3 �2 \* 313 � I I I SUBGRADE PREPARED PER THE �ql CN � PROJECT GEOTECHNICAL REPORT F 313 OF CAS II I 7 a 0 o J C4.4 I + + + + + + DATE SIGNED: 01/28/22 LANDSCAPING H I ——t�i I + * + * + * SEE LANDSCAPING PLANS I ° � ` � I 24"WIDE AGGREGATE BASE SHOULDER 12"CLASS II AB OVER 12" NATIVE SOIL Ul \ I ° COMPACTED TO 95% REINFORCE CONCRETE ul v I + + *+* * I. 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TRACY, CA 95304 + I+ + 210' BUILDING H +++ 0 + + + + + + + + + + + + + + ++o o++ ++ ++ + * ++ + + I MILESTONES: + o++ + + + + + + + + + *+*+ +a 28 JANUARY 2022 + ++ + ++`*+ + + + + + + BUILDING DEPARTMENT SUBMITTAL+ + + ° IIS _ + + + + + + + + + + + + + + + + _ + + + + + + + + + + + + + + + 4 + + + + + . + + = + + + + + ++++++ + + + + ++ ++ + + + + + + + + + + +++++++++++++++++ + + + a++ ++ + + ++* * * * * + + + + + + + + + +3 + + + + + + + ++ + + ++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + 5 +++*+ + + + + + + + + + + + + + + + + + + + + + ++++++++++ + + + + + + +++++++++++ + + + + + + + + + + + + + +++++ + + + + + + + + + +C4.4 + + + + + + + + + + + + + C4.4+ + +++ + + + + + + + + + + + + + + +++ + J%, . . . . . _ ++ +++++++ + + ++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++++++++++++++++++++++++++,++t"+++++++ + + + + + + + + � + + + + + + + + + + + + + + + + + . 4L2 + . + ERISIMDM1.9H. 1 I o I I I I REVISIONS: + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++++++ +++++++++++++++++ + + + + + +++ + + + + + + + + + + + + + + + + + + + ++++ + +++ ++++ + + + + + + + + + + + + + + + + + + + + + + + "NV 6.444"S + [+1 + +++ ++ +++ + + + V60N 77 OH — — OH' OH OH ^g0 ESSMH O= `01 5 ® RIM 21.68 ° A \ 37 _ _ _ INV 13.1624"NE - 3 ARBOR AVENUE — — — o - — C4.4 ARBOR AVENUE o C4.4 0 = y ry Q I Ld _ = ESD W - — - - — -- — — — — — — _ _ — RIM 20.82 INV IN 578 2 NE Q A ® V1 O= �EL� —TELE TELE TELE TELE - TELE TELE TELE LES L ocTFE � o — — — — — — CD - - - - _ w 1 \ X 0 \ = I \ \ o CD I I \ I T z i m — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — 1 � I W OH OH OH OH OH OH OI OH H 0 OH OH OH OH OH OH H OH H — H OH OH �— OH OH OH O O \ OH 1 Cjl OH — OH OH OH OH H OH -- OH OH W O \ \ 1 I I I o I \ 1 I I I PROJECT: 17017 FA17projects\17017 Holly Sugar Industrial\Improvement 1FILE: plans\BUILDINGSH&I\Onsite\17017-C3.0-Overall Paving Plan.dwg I 1 DATE: 1/28/2022 CD I 1 I DRAWN BY: LSF/MWK } I 1 J I 1 I o O I SHEET TITLE: OVERALL PAVING PLAN 0 0 1 i � I 1 0 CD Know what's below. I 1 I 0' 20' 40' 80' Call before you dig. C3mO SCALE: 1"=40' � L: n UNIFORM DRAWING SYSTEM - U.S.NATIONAL CAD STANDARD VERSION 3.1