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iI J W ■ F- 15.13FG 15.05FG 16.85FG 17.24FG 15.56FG 16.06FG KEY NOTES /iTATCH EX MATCH EX 16.11 FG 18.29FG 21.20FG 21.17FG 21.17FG 21.13FG 20.98FG 15.29C 15.17C /MATCH EX MATCH EX ATCH EX ATCH EX MA HEX MATCH EX MATCH EX MATCH EX ATCH EX MATCH EX /MATCH EX MATCH EX MATCH EX `.i p O 2% MAX SLOPE IN ALL DIFFERENT DIRECTIONS 14.50FG 4.50E 0 85/ 0.50/ - - - 18.63T - 20.50TC O 5%MAX SLOPE IN DIRECTION OF TRAVEL,2% MAX CROSS SLOPE 2.50E 16.43FL RIM 16.04 16.29FL - - - - - - - - - - - - 18.00TC 17.63P 19.24P _ �9.38P 19.50P 1:12 MAX SLOPE IN DIRECTION OF TRAVEL,2% INV 13.36 6"S \17.25FG - - - - - - 18.05TC 17.50P 17.75FG 17.75FG O MAX CROSS SLOPE / 17.55P I i - _ - - - - - - O 12" RETAINING WALL PER DETAIL 12 ON SHEET - � / 17.25FG _ - - C7.1 SIEGFRIED Nt - - - - - - - - - - - - - � - _ 16.06FL � � - ��', 0 3428 Brookside Road 101i � Stockton,California 95219 1C.1ic17.64TC - - - - - - - - - - � - 209-943-2021 ti� �° 17.14FL I Fax: 209-942-0214 - - - - - - - - - - - - - - - _ I www.siegfriedeng.com - - - - - - - - - - - - - 18.93TC NOTE: I 18.43P I 17.25FG / - 1 17.25FG Q� � 1 T - - - - - - - - - - - - 17.50FG PROJECT GEOTECHNICAL ENGINEER SHALL BE RETAINED -- - - C4.4 - - - - -- 8 00 17.50FG TO PROVIDE OBSERVATION AND TESTING SERVICES 18.05TC 17.50P - - -1T.75TC- - - - - - - - - - - - DURING THE GRADING AND FOUNDATION PHASE OF \ \ 17.25P 18.30TC CONSTRUCTION. INSPECTION AND TESTING REPORTS Q�OFESS/0 15.24C I I - - + - - - - - - - - - - - - - - - 17.55P 17.80P MATCH EX 18.17TC RIDGE t 18.05TC 18.05TC 17.95TC SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. 17.67FL I 17.55P I I 17.55P \ 17.45P I`_ . I I / rn j� w m Ln Ln o �n o u� L o LQ o � o c�/ �o \ i _LO � I- � LO o N �6 p 09/3 /23 • I I I `P�q� CIV SDAD 1 OF-Cp,�\F RIM 15.72 I 7.98TC ' INV 12.67 6"S �° IN �13 I DATE SIGNED: 09/13/22 7.48FL I I / / I I / � / SDDI 1 I RIM 16.26 1 / / � / / / I v INV 12.44 24"W �� Lq �\ INV 12.44 24"E C4.3 r.., INV 12.4412"SE I 15.64FG (V I SDDI 4CZ)/ ko 15.36C RIM 16.22 �`� cofl (6 L6 " INV 13.28 12"S MATCH EX �� / I `� INV 13.2812"NE SDD16 RIM 16.16 .27P 16.27P _-_-- - 16.27P 16.27P 16.27P INV 12.6818"SE ��a 16. 7 16.27C j 16.27C 16.27C 16.27C INV 12.6818"W \ 06 16.27TC SDDI 2 ® ® 16.27P SDAD 2 16.79TC `\So 10' 77P RIM 15.48 \ / 16.27C RIM 13.29 ® ® / INV 12.75 6"SW 16.29P INV 12.65 12"NW r _ , ® 17.12TC 16.00FL �o ° I 16.62P 2.20% 16.54P 17.48TC CD / I � o� 16.54C 7S 16.98P 7 h o o L GB 17.12TC 1 .50E S� `SS 60- - 16.0 ,�4, `I �, 16.62P \ 16.26T 1 .50E 15.89C \ / \ 17.91 TC ado \ 5.76P Z1:5.83FL 20.29TC 17.41 P 19.79P 17.30TC QS 15.25C o 15.83FL SDTD 1 15.83FL 15.83FL SDTD 1 15.83FL 15.83FL - - - - - - - - - - 16.80P % 17.42RAIL MATCH EX o RIM 15.83 o G.B. oI INV 13.0712"N �� RIM 15.83 N} 20.29TOW 20.50TC \ MATCH EX o INV 12.81 12"N CD 20.50TOW �`�� 17.46R 20.00P 16.44PC MATC 16.000 16.000 16.000 16.000 r, 198 -9 0 0 8_1 iCD N 2 PHELAN 1 I C4.3 ��\� // \ D EVELOPM ENT hSO� ��p� X145 0 C4.4 ,SS �°� /17.62T 450 Newport Center Drive, Suite 230 I I /�C, 04 Newport Beach, CA 92660 18.42TC/ C� • 17.92P Q�� 17.75TC U 12.51 FG I / - // 17.25P H 14.50FG 1 �\ � I W 19.91 C _ / W � 1 20.000 18.23PC (/) / \ - > J BUILDINGS H&I RIDGE 19.09TC 8.77TC 1 W 8.47TC 30 19.55TC ) ) I 18.59P 18.27P w HOLLY COMMERCE CENTER 7.97P 19.05P 19.91 C z I Z 1 20.000 Q i 1 a _ I Z 9375 SUGAR RD MATCH 4C s I y m� Z TRACY, CA 95304 \ 1.74% CSI / O EXISTING PROPERTY LINE \ I �� Q MILESTONES: 19.13TC LL 28 JANUARY 2022 18.63P BUILDING DEPARTMENT SUBMITTAL BUILDING H 19.42PC 19.118PC 19.08TC FF=20.00 I 19.91 C 18.58P 2 2 ❑ ❑ ❑ ❑ ❑ ❑ 19.64TC C4.4 C4.4 \ 19.14P 0 0 Lo h > ; �o 0 0 19.90FG OS p c6 CID co � \ 1 19.91C 2 1 1.83% a 3.13% \ I 20.0(r_-, - 19.43TC� N l / 20.0 C 2 18.93P 20 0 REVISIONS: ° \ I 19.9 C 19.90 G I 08-1 1-22 28.33% 1 / \ J 120.000 19.34TC 0 FC I CORRECTIONS 14.80C 20.000 19.79C 18.84P 09-14-22 1 FC 2 CORRECTIONS MATCH EX \ I / 19.78TC 19.32TC N / 19.28P 18.82P-19.91 C 1.59% 1.95% 1 ASO do 76'0 X60 X16.0- 16.0- - X60 16.0 N6�� co`? C7 1.87% C) 3 I 2.46% a 4 3 � 2 20.000 C:) MATCH EX I SDDI 5 � C4.4 j 12.50FG 1 .50E RIM 17.60 0 0 0 w INV 14.0512"N 19.29Prn C 18.90PC 18.119PC 17.88PC 14.50FG 1 .50F 3 20.000 20.000 Z 0° 0 1 20.000 1 8_1 1 y 19.34TC 18.73TC j 15.91 C 19.29TC 0 19.61 C �l 19.5 19.65C ; 9.6 0 19.83C 19.78C 3.18% 18.84P 18.23P �3 MATCH EX 18.79P " 19.41 TC = 19.33TC G.B. 19.94TC 19.56T 19.95T 19.61 19.88TC 18.91 P cn 16.32C 19.44P o 19.06P 19.11 P 19.45P 19.45P 19.11 19.11 P 18.83P 19.38P Z MATCH EX �, I 19.09TC 19.28TC CY)I 19.62TC 19.62TC I 19.28 C 19.28TC �j 19.70TC o 19.68TC �+ 18.59P 18.78P O°+ 19.12P 19.12P °°+ 18.78 18.78P 19.65TC ' 19.18P `V 19.33TC 19.33TC 19.67TC 19.67TC 19.33 C 19.33TC 19.15P 19.20P i I 0.32% 0.33% 0.33% 0 Z 19.55TC � - 19.11 F 20.40T 19.05P \1 9.13FL 19.17FL 19.61 TC 19.90E 19.64TC o o SDD110 0 o SDD19 19.11P oo Do 0 0 19.14P ro co M M LO M w c7 Ick }cel } RIM 18.80 CD f RIM 18.80 }o 0 SDDI 8 O° - - - - - - I� Imo; INVI4.Oa1�E- - -°'I - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - -fN-V1-361--9FW - - I - - - - - - - - - - - - - -I`.I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o 19.79TC 19.86TC 20.04TC 20.04TC INV 13.66 15"E .04TC 19.96TC I19.98TC INV 13.4215"W / 19.29P 19.36P 19.54P 19.54P 1).54P 19.46P 19.48P INV 13.42 15"NE - - --.� - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - ---- - -- - -- - - _ -- - ---- -- ------ - - - - ALL WORK ASSOCIATED a 18.96P - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 _ , , 17 017 MATCH E� _ <:. L 3 17 LTIMAT�OF _• �. .-� _- -• - -' _ � r T f:\17projects\17017 holly sugar industrial\improvement MATCH E E� 6.29FG 7FG plans\BUILDINGS H&I\Onsite\17017-C4.1 GRADING PLAN . . - - 1 .64FG -- _ . dWg QH _ =0H �H _ H - oH�S SOFA --- a,�=0H _ c4.4 _ 42FG � o.� _ _ E _ _ � - TCH E _OH ��H ATCI>Ex WITH B U I L D I N G H S HAL L B E FILE' zk - -16.5 MATCFTE� -MATCn E - M TCH EX - SDCB - -�- -17.0 _ M� EX �N R�5.6a -N - 17.0 - - - - - - - - 17.5 ,� DATE: 9/13/2022 Q _MATCH E o _ - . -17.5- - EXISTING RIGHT OF WAY - 8. _ _ o PERFORMED UNDER �R}V 912 18.0 I g. N �S� _ - - - 18.5- _ - - ,18"sD i - - - - - DCa- 19.0 _ _ = BUILDING PERMIT #2202552 LSF/MWK - - � DRAWN BY: - - - - - - - - - - - - 18.48P RIM 18.42 ARBOR �Q►VENUE RIM 19.00 19.27EP 5 o MATCH EX INV 11.52 12"N INV 11.912" N �g• -- -- -- -- -- ` -- -- -- SHEET TITLE: _ • 18.52EP INV 8.97 18"E g / INV 9.50 18"W 19.29EP / GRADING PLAN 10 VV C) \ 1 \ Q 90, 796\ - - - UJI - =18.5- - - --- �� 0 Know what's below. -18.0- - - - - - - - _ - - - - \ o' 10' 20' 40' Call before you dig. -- - _ _ _ 17.0 -17.5- _ - - - - - --= T = 18.0' -18.0- - -1s.5- j - 1FC� _T= �1=L7- �EC� TE I tL� �EC7= TEL E -TELE TEL TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE SCALE: 1"=20' L� FRn('.R UNIFORM DRAWING SYSTEM - U.S.NATIONAL CAD STANDARD VERSION 3.1