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<br /> I i ° REMOVE AND DISPOSE OF
<br /> CONCRETE,ASPHALT,
<br /> AND SITE APPURTENANCE
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<br /> 11 11 CLEAR AND GRUB, PER
<br /> \ \\ \ SECTIONS 7.2,7.3 OF THE
<br /> PROJECT GEOTECHNICAL S I E G F R I E D
<br /> Q REPORT
<br /> I I I 3428 Brookside Road
<br /> I = I ° = REMOVE AND DISPOSE OF 209-943-2021Stockton,
<br /> ktonCalifornia
<br /> rnia 95219
<br /> EXISTING BUILDING
<br /> U) Fax: 209-942-0214
<br /> SEE SHEET C2 . 1 I SEE SHEET C2 . 2 I EXISTING STORM DRAIN LINE www.siegfriedeng.com
<br /> SS EXISTING SANITARY SEWER LINE
<br /> EXISTING WATER LINE
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<br /> EXISTING FIRE SERVICE LINE
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<br /> 31� 3131 31 _OH- EXISTING OVERHEAD LINE
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<br /> DATE SIGNED: 01/28/22
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<br /> 1411
<br /> 77
<br /> .t/ 4/ .t/ 4/ l/ 0 NOTES
<br /> 1. CONTRACTOR IS RESPONSIBLE FOR0.5 0.0 °-19.5 REMOVING AND PROPERLY DISPOSING�� \1/ =19.0 \1/ Ii/ OF ALL MATERIALS DEMOLISHED FROM
<br /> \i/ o O `k LQ � o `V \L \V �/ L V � •� � L \V \V \, \V \V \ \V \V \V \V \V \V \ THE SITE INCLUDING: PAVEMENT,
<br /> inL6 (d � (6 16.5 -17.5 18.5, CONCRETE, CURB AND GUTTER,STORM
<br /> DRAINAGE MATERIALS AND ELECTRICAL
<br /> \t, \V ,i .V \t \V \t, \i/ \V \/ \1/ MATERIALS.
<br /> A/ 11/ .1/ ° 2. IF ANY QUESTIONS ARISE AS TO
<br /> \1/ ., \/ \1/ \t, .t, \4/ .t, \1/ \i/ \i/ \t, \1/ \t, .t, \i/ WHETHER SOMETHING SHOULD BE
<br /> I REMOVED, CONTRACTOR SHALL
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<br /> r � LID (6, t-- co co . CONTACT SIEGFRIED ENGINEERING INC.
<br /> \L \/ \ \/ \/ \/ \/ \ \1/ 6) \L \L \L Wcc; rnI'
<br /> - I IMMEDIATELY AT 209-943-2021.
<br /> I I 1 3. ANYTHING NOT CALLED OUT TO BE
<br /> REMOVED SHALL BE PROTECTED IN
<br /> El \/ \V \V \V v A/ \1/ A/ \11 .i/ \V \V \V 41 \V \V \V \V \V 14/ \1/ \1/ \i/ \1/ PLACE,AND IF DAMAGED, SHALL BE
<br /> REPLACED/REPAIRED AT THE
<br /> CONTRACTORS EXPENSE.C ` k' �,�:co 4. ALL EXISTING UTILITIES WERE PLOTTED TIT
<br /> / \l \/ \l/ \/ \l/ FROM RECORD INFORMATION AND FIELD
<br /> _\/ TOPOGRAPHY. ACTUAL LOCATIONS MAY
<br /> \, \t \1/ NV \i/ \t, \11 ,4/ ,1/ \1/ \t, / \4' \4/ \V \1' \1' VARY AND ADDITIONAL CROSSINGS MAY
<br /> ., EXIST IN THE FIELD. IT IS IMPERATIVE,, \V ., .i, ., .11 \�
<br /> r1 THAT"U.S.A. LOCATING SERVICES"
<br /> h�, o o .t, �, �, �, LOCATE AND MARK EXISTING UTILITIES A 60 C�oX60- 16.0 s PRIOR TO THE START OF EXCAVATION.
<br /> 5. THE CONTRACTOR SHALL USE EXTREME
<br /> CAUTION WHEN EXPOSING EXISTING PHELAN
<br /> UTILITY CROSSINGS AND SERVICES. D EVELOPM ENT
<br /> \1/ \41 \11 \4/ 4/ \1/ � \1/ 4/ \1/ 450 Newport Center Drive, Suite 230
<br /> o to \ J )s � 6. SEPTIC SYSTEMS AND TANKS MAY EXIST.
<br /> P ° Newport Beach, CA 926604/ \1/ 4/ IF DISCOVERED CONTACT THE ENGINEER
<br /> IMMEDIATELY.
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<br /> A/ n \, \ \I/f \/ \I � \V 28 JANUARY 202
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<br /> Z 0 ° PROJECT: 17017
<br /> ry FA17projects\17017 Holly Sugar Industrial\Improvement
<br /> O FILE: plans\BUILDINGSH&I\Onsite\17017-C2.0-OVERALL
<br /> TOPO-DEMO PLAN.dwg
<br /> DATE: 1/28/2022
<br /> DRAWN BY: LSF/MWK
<br /> SHEET TITLE:
<br /> o OVERALL TOPOGRAPHIC
<br /> &
<br /> DEMOLITION PLAN
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<br /> Know what's b@IOW. o'
<br /> 20' 40' 80'
<br /> Z 0111 before you dig. C2mO
<br /> %g SCALE: 1"=40'
<br /> LI: In
<br /> UNIFORM DRAWING SYSTEM - U.S.NATIONAL CAD STANDARD VERSION 3.1
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