Laserfiche WebLink
iI <br /> J <br /> W ■ <br /> F- <br /> 15.13FG 15.05FG 16.85FG 17.24FG 15.56FG 16.06FG KEY NOTES <br /> /iTATCH EX MATCH EX 16.11 FG 18.29FG 21.20FG 21.17FG 21.17FG 21.13FG 20.98FG <br /> 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 <br /> MATCH EX MATCH EX `.i O O 2% MAX SLOPE IN ALL DIFFERENT DIRECTIONS <br /> 14.50FG 4.50E 0.85/ 0.50/ - - - 18.63T - 20.50TC O 5%MAX SLOPE IN DIRECTION OF TRAVEL,2% <br /> --_rMAX CROSS SLOPE <br /> 17.63P 19.24P ��•3-� 19.50P 1:12 MAX SLOPE IN DIRECTION OF TRAVEL,2% <br /> 2.50E 16.43FL RIM 16.04 16.29FL \17.25FG 18.05TC - 3 <br /> INV 13.36 6"S - - - - - - - - - 17.55P I I 17.75FG --_ _ - - - - - 17.75FG O MAX CROSS SLOPE <br /> I I / I \ I - -_ _ - O 12"C7,RETAINING WALL PER DETAIL 12 ON SHEET S I E G F R I E D <br /> 1 17.25FG <br /> NI - - - - - - - - - - - - - � - / <br /> - 16.06FL � � - <br /> o 3428 Brookside Road <br /> it-7� Stockton,California 95219 <br /> IC-1i / 17.64TC - - - - - - - - - - - - "' 209-943-2021 <br /> ti� �° 17.14FL I Fax: 209-942-0214 <br /> - - - - - - - - - - - - - - - _ www.siegfriedeng.com <br /> - - - - - - - - - - - - - 18.93TC NOTE: <br /> I 18.43P <br /> I 17.25FG - 1 17.25FG �S \ - - - - - - - - - - - - 17.50FG PROJECT GEOTECHNICAL ENGINEER SHALL BE RETAINED <br /> C .4 - - - - � °\ 17.50FG TO PROVIDE OBSERVATION AND TESTING SERVICES <br /> 418.05TC <br /> - - �17-75TC- - - - - - - - - - - - DURING THE GRADING AND FOUNDATION PHASE OF <br /> \ \ 17.25P 18.30TC CONSTRUCTION. INSPECTION AND TESTING REPORTS Q�OFESS/0 <br /> 15.24C _ _ _ _ _'_ 17.55P 17.80P .SCH � <br /> MATCH EX 1 18.17TC RIDGE t 18.05TC 18.05TC \ 17.95TC SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. ��� <0- <br /> MATCH <br /> 17.55P 17.55P 17.45P Q I <br /> LQ Un o cn o u� � o � o o h o 1> /cv �' ✓frri <br /> _� I- i i. q \ /23 <br /> SDD113 TF \FO <br /> q CN IL �� <br /> �F CAS <br /> RIM 15.72 �� I / <br /> 1 7.98TC INV 12.67 12"S IN / <br /> 7.48FL I I / ' I / 15.73FL N DATE SIGNED: 01/28/22 <br /> � / I SDDI 1 <br /> / M 16.26 <br /> / I o NIV 12.44 24"W <br /> C4.3 <br /> LI? INV 12.44 24"E <br /> INV 12.4412"SE <br /> 1 15.64FG • <br /> \ N I <br /> I DD14 <br /> S <br /> 15.36C RIM 16.22 = <br /> INV 13.28 12"S `� L o vi o cn cn o o h <br /> MATCH EX M 1:4' Lo ,- co co L L6 co Hca• s 15.54FG o >>O <br /> `P INV 13.2812"NE <br /> SDDI 6 \ �o <br /> 1 I RIM 16.10 \ <br /> INV 12.68 18"SE OSS° <br /> 1 16.27P 16.27P 16.27P I 16.27P I 16.27P INV 12.68 18"W 15.57FG <br /> ./l 6.27C 16.27C / 16.27C 16.27C 16.27C o�0 16.27TC SDD12 <br /> / 16.27P �� 16.83TC .77P <br /> ® ® � RIM 15.48 <br /> / 16.27C 16.33P INV 12.65 12"NW <br /> ® ® 16.89TC <br /> ® <br /> 17.11 TIC 16.39P ��5� <br /> 1 16.61 P �° <br /> 2.20% I 16.44P 15.75FL <br /> �- � / � 16.44C � • <br /> 17.48TC o 1 1 <br /> 16.98P o o / I I o o � � 17.28TC . <br /> 1 .50E I SSS \ X60- - -16.0 h4'/ D �s GB \ \ ,/��016.78P <br /> / � <br /> 16.26T <br /> 17.49 <br /> 11.50E 15.89C �8.04PC 16.99PC 5.76P <br /> Z1:5 13FL 20.29TC <br /> /11.79P 17.70TC �3 <br /> 15.25C 15.83FL SDTD 1 15.83FL 15.83FL SDTD 1 15.83FL 15.83FL <br /> 17.20P 17.42RAIL <br /> MATCH EX o RIM 15.83 o RIM 15.83 N 20.29TOW 20.50TC G.B. � MATCH EX <br /> of INV 13.07 12"N cf INV 12.81 12 N of �0°� 17.46R <br /> 20.50TOW 20.00P cL 17.91 TC MATC <br /> 16.000 16.000 <br /> 16.000 17.41 P <br /> DO <br /> o �� 18.06TC <br /> l o I I 17.56P <br /> N 2 PHELAN <br /> I 1 <br /> C4.3 D EVELOPM ENT <br /> hSp� app ,4S o C4.4 ,SS /18.21T 450 Newport Center Drive, Suite 230 <br /> I I /�C, Newport Beach, CA 92660 <br /> 18.64TC c� • <br /> 12.51 FG 1 - 18.14j�� 18.65PC H <br /> 14.50FG I 1 �\ I W <br /> 19.91 C _ / W <br /> _ � � 1 20.000 18.23PC (/) <br /> / \ > J BUILDINGS H&I <br /> RIDGE 19.09TC 118.77TC 1 W <br /> 8.47TC 3.0 19.55TC % ) ) I <br /> 18.59P 18.27P w HOLLY COMMERCE CENTER <br /> 7.97P 19.05P 19.91 C <br /> \20.000 Z <br /> ? Z 9375 SUGAR RD <br /> _ �s o 0 <br /> `- 14.94C s � � �° � <br /> TRACY, CA 95304 <br /> MATCH EX \ I o°I / Z <br /> 1.74% CSI O <br /> EXISTING PROPERTY LINE \ I ��� Q MILESTONES: <br /> 19.13TC LL 28 JANUARY 2022 <br /> 18.63P BUILDING DEPARTMENT SUBMITTAL <br /> = BUILDING H <br /> 1 19.42PC 19.168PC 19.08TC <br /> 2 I 2 FF=20.00 I 19.91 C 18.58P <br /> _ 19.64TC <br /> C4.4 C4.4 / 19.14P <br /> 19.90FG <br /> c6 c9 cfl ,\�O <br /> \ 1 19.91C 2 <br /> = 1 1.83% <br /> UPS 20 0 19.43TC~ <br /> 1 a 3.13% <br /> LO .rt <br /> j / I = - 9 20.00C 20 0 2 18.93P <br /> DIST REVISIONS: <br /> 19.91 C <br /> 19.34TC <br /> / J 19.90 <br /> 28.33% 1 � \ I 20.000 <br /> 19.91 C / _ ❑ 20.000 19.79C 18.84P <br /> 14.80C � I <br /> MATCH EX I / \ I 19.78TC 19.32TC Ml <br /> 19.28P 18.82P C3 1:3 1.59°0/ 1.95% <br /> o l <br /> \ 19.91 C <br /> 7So \ X60 6� X16.0- 16.0- - X60 16.0 /16�i .`O4' i16y <br /> \ / \ ml <br /> In <br /> 4 C7 1.87% <br /> C) I 3 ✓ I 2.46°0/ <br /> a .� ✓ � 4 I <br /> � C4.3 I C4.3 <br /> 3 �I <br /> � 2 <br /> 20.000 <br /> C:) MATCH EX I SDDI 5 <br /> � C4.4 <br /> j 12.50FG 1 .50E RIM 17.60 O 00 O 19.79TC 119.40TC 18.69TC 18.38TC <br /> w INV 14.05 12N - - 19.29P 18.90P 18.19P 17.88P <br /> 14.50FG 1 .50E 3 20.000 20.000 <br /> Z m o 1 20.000 1 0 1 y 19.34TC 18.73TC <br /> j 15.91 C 19.29TC 0 19.61 C `l 19.5 19.65C ; 19.6 0 19.83C 19.78C 3.18% 18.84P 18.23P <br /> 3 MATCH EX 18.79P 19.41 TC <br /> = 19.33TC G.B. 19.94TC 19.56T 19.95T 19.61 T 19.88TC 18.91 P <br /> cn 16.32C 19.44P o 19.06P 19.11 P 19.45P 19.45P 19.11 P 19.11 P <br /> 18.83P 19.38P <br /> Z MATCH EX �, I 19.09TC 19.28TC CY)I 19.62TC 19.62TC I 19.28TC 19.28TC �l 19.70TC <br /> o 19.68TC 18.59P 18.78P O°+ 19.12P 19.12P °°+ 18.78P 18.78P 1 19.65TC <br /> ' 19.18P cV 19.33TC 19.33TC 19.67TC 19.67TC 19.33TC 19.33TC 19.15P 19.20P <br /> ° 0.33% 0.32% <br /> \4- <br /> % o Oy 0.33% <br /> I- <br /> V) / 1� �p� 19.55TC <br /> 19.05P \19.13FL 19.11 F 20.40T <br /> 19.17FL = \ 19.61 TC 19.90F <br /> 19.64TC ESDCB <br /> z I ml m o o SDD110 0 o SDD19 0 \ 0 19.11P oo Do 0 0 <br /> 19.14P co � Cl) RIM 18.42 M co M <br /> c7 c� CN RIM 18.80 0 RIM 18.80 0 SDDI 8 O° <br /> w - - - - - - r� fN INa/14.051 "E - _c*ir INV11.5212 N - - - - - - - - - - - - - - - - - - - -r� - - - - - - - - - - - - rM lc�i <br /> - - - - - - -fN-V1361--9FW- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = -= <br /> > - - - -•- I- INV 9.2 1-5 ESDC-B-- DCBRI T9.W <br /> 0 19.79TC 19.86TC 20.04TC INV 18"E 20.04TC INV 13.66 15"E 20.04TC19.96TC I19.98TC INV 13.4215"W <br /> / 19.29P 19.3 PP 19.54P IN 8.97 18"W 19.54P 19.54P 19.00 IN 16-.27- <br /> /RIM ✓ 19.46P 19.48P INV 13.42 15"NE <br /> � - - �_ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �12� - - - - - - - - - - - - ------- PROJECT: 17017 <br /> J 18.96P - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - „ <br /> INV$�0 18"W <br /> MATCH E� - - 3 �1��1.2CTIJMA7OF AY - - - - - - - 7% Tj <br /> - - - F:\17projects\17017 Holly Sugar Industrial\Improvement <br /> ~ \ '-�--�- MATCH E MATCH EX plans\BUILDINGS H&1\Onsite\17017-C4.1 GRADING PLAN <br /> N <br /> -716.;5F6- 16.00FG 55.65FG - r- o+ off' OH ��r1 _. 22FG I.dwg <br /> gH _ of _ - SFr_ _OH -erg _IjI_ _ --OH-------OH _ 1 4 �r _=oH C4.4 _ 5.42FG - - E` - - err E - MCHX <br /> ATC x FILE: <br /> ATCH EX MATC 16.5 MATCH EX E MATCH EX - - - - - - -17.0 _ = M EX <br /> 04 =L-cy- _ 5 DATE' 1/28/2022 <br /> -- <br /> 18.0 -170- EXISTING RIGHT OF WAY 8 g. <br /> -" IQ en <br /> " j 18.5- z - - - 19.0 � - <br /> • L F MWK <br /> MATCHEXARBOR AVENUE t27E 1g5. <br /> SHEET TITLE: <br /> 0 • 18.52EP g <br /> _ GRADING PLAN I <br /> 0 4 \'9s <br /> � O <br /> U <br /> - - _- - <br /> UJI <br /> \ 0' 10' 20' 40' <br /> Know what's below. � - � _ - - 18.0, � 1s.o-_- - - - -18.5:-- <br /> 1 <br /> �s.5= <br /> C111beforeyoudig. - - _ -- - _-_ . . ._ . . -_ � _�_ _ - . . . . - . . _ �. . - � - <br /> 1FC� -TEZE �1=L7- � � � 1 - _ - - -TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE SCALE: 1"=20' <br /> L� FRn('.R <br /> UNIFORM DRAWING SYSTEM - U.S.NATIONAL CAD STANDARD VERSION 3.1 <br />