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CITY OF SANTA ANA <br />Docusiqn Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68 <br />OCORNER, END, OR PULL POST: 3" STD SCH 40 PIPE. <br />O2 CORNER POST: CONCRETE FOUNDATION (MIN 2000 PSI ® 28 DAYS) <br />OGATE: SEE DETAIL 1 <br />OTOP RAIL & BRACE RAIL: 1 1/2" STD SCH 40 PIPE. <br />O5 TIE WIRE: MINIMUM 11 GA GALVANIZED STEEL AT POSTS AND RAILS <br />A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG RINGS <br />SPACES AT 2'-0" INTERVALS (MAX). <br />O6 TENSION WIRE: 9 GA GALVANIZED STEEL. <br />O7 1 1/2" (MAX) CLEARANCE FROM GRADE. <br />OS FABRIC: 9 GA CORE WIRE SIZE 2" MESH. <br />O9 FENCE CORNER POST BRACE: 1 5/8*0 EACH CORNER, EACH WAY. <br />10 FINISHED GRADE SHALL BE UNIFORM AND LEVEL. <br />11 GEOTEXTILE FABRIC <br />FENCE POST INSTALLATION SCHEDULE <br />FOUNDATION <br />DIAMETER <br />FOUNDATION <br />DEPTH <br />POST <br />EMBEDMENT <br />LINE POST <br />0'-10" <br />3'-6" <br />3'-0" <br />TERMINAL POST <br />1'-0" <br />3'-6" <br />3'-0" <br />GATE POSTS <br />1'-6" <br />4'-0" <br />3'-6- <br />1. FENCE AND FOUNDATION DESIGN TO BE <br />COMPLETED BY LOCAL FENCING CONTRACTOR. <br />2. POST TO BE SET IN CONCRETE. CROWN TO <br />SHED WATER. FOOTING SIZE TO BE 1'-6"0 x <br />3'-0" DEPTH (MIN) OR AS REQUIRED BY <br />LOCAL CODE AND DESIGN REQUIREMENTS. <br />3. POST & GATE PIPE SIZES TO MEET INDUSTRY <br />STANDARDS. (HOT DIP GALVANIZED, ASTM A120 <br />AND A123). <br />4. ALL OPEN POSTS SHALL HAVE END CAPS. <br />5. USE GALVANIZED HOG —RING WIRE TO MOUNT <br />ALL SIGNS. <br />STANDARD —STANDARD GAUGE <br />I FENCE, GATE, AND COMPOUND CROSS SECTION 12 1 GATE DETAIL 11 1 <br />I HIS <br />r: <br />Planning and Building Age <br />usio <br />Q <br />NC <br />U <br />ac <br />terO0999 <br />�V <br />F Or rh� <br />ENGINEERING LICENSE: <br />STATE OF CALIFORNIA <br />ENGINEER: PE#: DISCIPLINE: <br />SDK SHELTON D KEISLING 24647 ELECTRICAL E <br />DJW DAVID J WALDRON 25608 ELECTRICAL E <br />THE TERRANCE M. SUPER 17150 ELECTR CAL E <br />Leadarbo!3r <br />PLANS PREPARED FOR: <br />AGI l <br />PLANS PREPARED BY. <br />AR. <br />r <br />SSC <br />DRAWING NOTICE: <br />THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE <br />PROPERTY OF SSC, IN 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 />DESCRIPTION <br />DATE <br />BY <br />REV <br />ISSUED FOR REVIEW <br />11/22/24 <br />ART <br />0 <br />REVISED PER CLIENT COMMENTS <br />12/13/24 <br />ART <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 />HEET#: <br />EQUIPMENT <br />DETAILS <br />[C-3.4 <br />(5 OF 5) <br />FYI <br />