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Docusign Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68 <br />GRAVEL NOTE: <br />GRAVEL SHALL BE NATURAL OR CRUSHED STONE <br />WITH 100 PERCENT PASSING 1 INCH SIEVE. <br />FOUNDATION NOTE: <br />MINIMUM SOIL BEARING CAPACITY OF 1500 PSF IS <br />ASSUMED IN ALL FOUNDATIONS AND SLAB AREAS. (GENERAL <br />CONTRACTOR SHALL VERIFY PRIOR TO CONSTRUCTION) <br />4'-0' <br />L <br />c <br />a <br />CONDUIT STUB —UP <br />6" COMPACTED CRUSHED STONE <br />OR GRAVEL (SEE GRAVEL NOTE) <br />BARS <br />NAY TOI <br />:HAMFEI <br />UNUI5TUK13EU 5UIL— <br />60KW DC DISPENSER & FOUNDATION DETAIL <br />1 1 <br />ASPHALTIC <br />1'-0" SURFACE COURSE <br />SAW CUT LINE <br />AGGREGATE BASE <br />COURSE <br />a <br />JOINT SEALANT <br />(4) 3/8" GALVANIZED <br />M J BOLTS, F1554 GR.36 <br />13.39" <br />(EMBED 2 3/4" MIN.) <br />9.25" <br />GRADE <br />TACK COAT <br />\ \ \ \ \ \ \ \ \ <br />° 'dr-= = <br />OO (D <br />EXISTING <br />-A-- <br />° < i <br />UNDISTURBED BASE <br />SAW CUT SECTION <br />--GS - fA <br />° <br />_ <br />' °A <br />° °- ° - ° - - <br />_ __ ° a <br />O e <br />0 <br />L2 <br />ASPHALTIC <br />SU RFACE COURSE <br />_- <br />I oD - : °- - <br />L1 ° ° rn 0) <br />iv. <br />oD L6 <br />ASPHALTIC BASE COURSE <br />-day <br />TACK COAT <br />O O O O O O <br />0 <br />SNIA <br />® ® <br />o 0 0 0 0 0 0 0 <br />—JLV <br />GEOTEXTILE FABRIC PRIME COAT PER <br />PROVIDE STATE SPECIFICATIONS <br />LAGGREGATE <br />STRUCTURAL FILL BASE COURSE <br />AS REQUIRED PER STATE SPECIFICATIONS <br />PREPARED <br />SUBGRADE <br />ASPHALTIC PAVING SECTION <br />NOTE: ANCHOR PER MANUFACTURER'S RECOMMENDATION <br />DISPENSER CONDUIT STUB UP DETAIL <br />4 <br />1 60KW DC DISPENSER — ANCHORING <br />131 <br />ASPHALT REPAIR DETAIL <br />2 <br />JINN <br />Y: <br />Planning and Building Age <br />Q� ESSIO <br />NC <br />terO0999 <br />%V <br />ForIrki <br />ENGINEERING LICENSE: <br />STATE OF CALIFORNIA <br />ENGINEER: PE#: DISCIPLINE: <br />SDK SHELTON D. KEISLING 24647 ELECTRICAL E <br />DJW DAVIDJ WALDRON 25608 ELECTRICAL E <br />TMS TERRANCE M. SUPER 17150 ELECTRICAL E <br />LeadarbM <br />PLANS PREPARED FOR: <br />AGI <br />PLANS PREPARED BY: <br />.�1 <br />r <br />SSC <br />DRAWING NOTICE: <br />THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE <br />PROPERTY OF SSC, INC_ AND IS LENT TO THE BORROWER FOR <br />THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF <br />THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND <br />AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT <br />WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE <br />DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY <br />PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED. <br />SUBMITTALS: <br />DATE <br />BY <br />REV <br />DESCRIPTION <br />ISSUED FOR REVIEW <br />11/22/24 <br />ABT <br />0 <br />REVISED PER CLIENT COMMENTS <br />12/13/24 <br />ABT <br />1 <br />REVISED PER CLIENT COMMENTS <br />01/28/25 <br />DWO <br />2 <br />REVISED PER CLIENT COMMENTS <br />09/05/25 <br />TJM <br />3 <br />REVISED PER AHJ COMMENTS <br />11/07/25 <br />EDA <br />4 <br />APPLICANT SITE NAME: <br />CLEAN HARBORS (SANTA ANA) <br />APPLICANT SITE NUMBER: <br />AGI-EV-0006 <br />SITE ADDRESS: <br />2120 S YALE STREET <br />SANTA ANA, CA 92704 <br />SHEET DESCRIPTION: <br />EQUIPMENT <br />SHEET#: <br />DETAILS <br />C_3.1 <br />(2 OF 5) <br />