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TELECOMMUNICATIONS PROJECT MANAGEMENT <br />16776 BERNARDO CENTER DRIVE, UNIT 203 <br />SAN DIEGO, CA 92128 <br />15 <br />5 <br />0 <br />5 <br /> <br />S <br />A <br />N <br />D <br /> <br />C <br />A <br />N <br />Y <br />O <br />N <br /> <br />A <br />V <br />E <br />N <br />U <br />E <br />, <br /> <br />B <br />L <br />D <br />G <br /> <br />C <br />. <br />IR <br />V <br />I <br />N <br />E <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />6 <br />1 <br />8 <br />SHEET TITLE: <br />ISSUE STATUS <br />DATEREV.DESCRIPTION BY <br />FI <br />S <br />H <br />E <br />R <br /> <br />F <br />L <br />O <br />R <br />A <br />L <br />26 <br />7 <br />7 <br /> <br />3 <br />/ <br />4 <br /> <br />N <br />. <br /> <br />M <br />A <br />I <br />N <br />, <br /> <br />U <br />N <br />I <br />T <br /> <br />W <br />C <br />C <br />0 <br />1 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />0 02/28/2024 90% CD REVIEW jd <br />1 03/15/2024 90% CD DRM COMMENTS jd <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />03/29/2024 <br />05/17/2024 <br />06/21/2024 <br />08/01/2024 <br />09/25/2024 <br />05/07/2025 <br />06/04/2025 <br />90% CD DRM COMNTS #2 <br />100% FINAL CD <br />REVISED DIESEL TANK <br />REGULATORY HEIGHT <br />BP SUBMITTAL <br />100% CD BP PLANCHECK <br />STRUCT PLANCHECK <br />jd <br />jd <br />rl <br />jd <br />jd <br />jd <br />JD <br />A-2 <br />PROPRIETARY INFORMATION <br />THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS <br />IS PROPRIETARY TO VERIZON WIRELESS <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />I <br />. <br />D <br />. <br /> <br />1 <br />5 <br />8 <br />6 <br />1 <br />0 <br />6 <br />7 <br />Ren. 4-30-27 <br />No. C 11978 <br />LICENSED A RCHITECT <br />STATE OF CALIFORNIA <br />WILLIAM M. BOOTH <br />FOUNDATION PLAN <br />SCALE: 3/8" = 1'-0" <br />FOUNDATION PLAN <br />1 <br />2 <br />4 <br />5 <br />3 <br />(N) VERIZON BATTERY CABINET ON (N) CONCRETE SLAB <br />(N) VERIZON POWER PLANT / EQUIPMENT CABINET ON (N) CONCRETE <br />SLAB. <br />7 <br />8 <br />6 <br />10 <br />9 <br />11 <br />(N) VERIZON CONCRETE SLAB PER NOTE BELOW (SHOWN SHADED) <br />12 <br />13 <br />14 <br />(N) CONCRETE SLAB DRAINAGE DIRECTION (TYPICAL). <br />MINIMUM 2% SLOPE FOR DRAINAGE OUT GATE OPENING. <br />NOTE: <br />FINISH SLAB ELEVATION INSIDE NEW ENCLOSURE SHALL <br />SLOPE AS REQUIRED TO PROVIDE MINIMUM 2% SLOPE <br />OUT DRAINAGE OPENINGS <br />PROVIDE (N) 4" x 8" OPENINGS AT BASE OF WALL FOR DRAINAGE (TYPICAL OF 2) <br />ALL MASONRY CONSTRUCTION <br />REQUIRES SPECIAL INSPECTION. <br />f ' m = 1900 PSI. SEE SHEET A-0.1, <br />NOTE 7 AND MASONRY <br />SPECIFICATIONS SHEET A-0.4 <br />(N) VERIZON CONCRETE BLOCK EQUIPMENT ENCLOSURE PAINTED & <br />TEXTURED TO MATCH (E) ADJACENT BUILDING <br />FUTURE VERIZON CABINET <br />(N) VERIZON STAND-BY GENERATOR <br />(N) 17" x 30" FIBER HAND HOLE WITH BOLT-DOWN CONCRETE COVER <br />(E) 12" CONCRETE BLOCK WALL <br />(E) 20" x 20" CONCRETE COLUMN TO REMAIN <br />(N) VERIZON INTEGRATED LOAD CENTER (ILC) MOUNTED TO WALL <br />(N) VERIZON FIBER CABINET MOUNTED TO WALL <br />73 <br />D-7 SIM. <br />73 <br />D-7 <br />82 <br />D-7 <br />82 <br />D-7 <br />6 <br />N <br />MA <br />G <br />N <br />E <br />T <br />I <br />C <br />NO <br />R <br />T <br />H <br />3'-6" <br />3' <br />- <br />6 <br />" <br />3' <br />- <br />6 <br />" <br />9 <br />13'-4" <br />23 <br />' <br />- <br />4 <br />" <br />6' <br />- <br />8 <br />" <br />12 <br />' <br />- <br />4 <br />" <br />4' <br />- <br />4 <br />" <br />8 <br />11 <br />5 <br />4 <br />7 <br />A-4 <br />B <br />A-4 <br />A <br />A-4 <br />A <br />A-4 <br />B <br />TYP. <br />35 <br />D-3 <br />TYP. <br />20 <br />D-2 <br />10 <br />10 <br />1 <br />80 <br />D-716 <br />14 <br />(E) BUILDING FOOTING <br />15 <br />14 <br />155 <br />. <br />2 <br />4 <br />E <br />G <br />154 <br />. <br />8 <br />5 <br />E <br />G <br />FINISHED SLAB THIS SIDE ALL ALONG <br />(E) BUILDING 155.80' <br />MINIMUM 8" THICK CONCRETE FLOOR SLAB WITH NO. 3 REINFORCING BARS PLACED AT 12" ON <br />CENTER EACH WAY (CENTERED IN SLAB) AND EXTENDING AT LEAST 12" DOWN INTO PERIMETER <br />TURNED-DOWN FOOTINGS. THE SLAB SHALL BE UNDERLAIN BY A MINIMUM 2" THICK BASE OF <br />CLEAN, POORLY GRADED, COARSE SAND, OVER A 10 MIL VISQUEEN BARRIER OVER AN <br />ADDITIONAL 2" THICK SAND BASE. <br />BASED ON THE TYPE OF SOILS, TYPE II CEMENT WITH A MINIMUM STRENGTH OF 4,000 PSI & <br />WATER-CEMENT RATIO OF 0.50 OR LESS WITH 6% (+/- 1.5% ENTRAINED AIR) MAY BE USED FOR <br />CONCRETE IN CONTACT WITH THE ON-SITE SOILS. <br />REFER TO TYPICAL DETAILS <br />D-2 <br />13 14 15 <br />1.SEE CONCRETE SPECIFICATIONS BELOW AND ON SHEET A-0.4. <br />2.FOR DETAILED GEOTECHNICAL INFORMATION, REFER TO GEOTECHNICAL <br />ENGINEERING REPORT, VERIZON WIRELESS, FISHER FLORAL, 2677 NORTH <br />MAIN STREET, SANTA ANA, CA, 92705. PREPARED BY GEOTECHNICAL <br />SOLUTIONS, INC., PROJECT NUMBER VP-6214-01 DATED JANUARY 31, 2024. <br />3.ALLOWABLE SOIL BEARING VALUE OF:(REFUSAL @ N/A) <br />EQUIPMENT ENCLOSURE WALL : 1,500 PSF <br />4.THE BUILDING SITE SHALL BE PREPARED IN STRICT COMPLIANCE WITH ALL <br />GUIDELINES, RECOMMENDATIONS AND SPECIFICATIONS CALLED FOR IN THE <br />2022 CALIFORNIA BUILDING CODE. <br />5.OVER EXCAVATION/REMOVALS: THE UPPER 18 TO 24 INCHES OF SUBSURFACE <br />SOILS CONTAIN ORGANICS. ALL DELETERIOUS MATERIAL TO BE DISCARDED <br />OFF THE SITE AND UPPER 24 INCHES OF THE SUBSURFACE MATERIALS TO BE <br />REMOVED AND REPLACED WITH COMPACTED FILLS. ONSITE SOILS MAY BE <br />REUSED. THE EXTENT OF REMOVAL SHOULD BE WITHIN THE PROPOSED <br />CONCRETE SLAB FOOTPRINT AND MINIMUM 3 FEET BEYOND. THE REMOVAL <br />BOTTOM AND COMPACTED FILL SHOULD BE PREPARED IN ACCORDANCE WITH <br />THE RECOMMENDATIONS STATED BELOW. <br />6.SITE PREPARATION: VEGETATION, ORGANIC SOIL, ROOTS AND OTHER <br />UNSUITABLE MATERIAL SHOULD BE REMOVED FROM THE BUILDING AREAS. <br />PRIOR TO THE PLACEMENT OF FILL, THE (E) GROUND SHOULD BE SCARIFIED <br />TO A DEPTH OF 6 INCHES, AND RE-COMPACTED. <br />7.PRIOR TO POURING CONCRETE, THE SUB-GRADE SOIL FOR THE CONCRETE <br />SLAB AREA SHOULD BE WETTED TO A SLIGHTLY HIGHER THAN THE OPTIMUM <br />MOISTURE TO A DEPTH OF 6 INCHES FROM THE SURFACE <br />8.FILL COMPACTION: ALL FILL AND BACKFILL TO BE PLACED IN ASSOCIATION <br />WITH SITE DEVELOPMENT SHOULD BE ACCOMPLISHED AT SLIGHTLY OVER <br />OPTIMUM MOISTURE CONDITIONS. THE MINIMUM RELATIVE COMPACTION <br />RECOMMENDED FOR FILL IS 95 PERCENT RELATIVE COMPACTION BASED ON <br />MAXIMUM DRY DENSITY PERFORMED IN ACCORDANCE WITH ASTM D-1557. <br />SEE ITEM 11 BELOW. <br />COMPACTION REQUIREMENTS (ASTM D1557): <br />BELOW FOOTINGS:95 PERCENT <br />BELOW SLABS AND PAVEMENT:95 PERCENT <br />UNPAVED AREAS:90 PERCENT <br />MAXIMUM LIFT:8-INCH COMPACTED THICKNESS <br />9.UTILITY TRENCHES: BEDDING MATERIALS SHOULD CONSIST OF SAND HAVING <br />SAND EQUIVALENT NOT LESS THAN 30, WHICH MAY THEN BE JETTED. <br />(E) SOILS MAY BE UTILIZED FOR TRENCH BACKFILL PROVIDED THEY ARE FREE <br />OF ORGANIC MATERIALS AND ROCKS OVER 3 INCHES IN DIMENSION. <br />THE BACKFILL SHOULD BE UNIFORMLY COMPACTED TO AT LEAST 90% <br />RELATIVE COMPACTION BASED ON MAXIMUM DENSITY PERFORMED IN <br />ACCORDANCE WITH ASTM D-1557. <br />10.FILL MATERIAL: THE ON-SITE SOILS CAN BE USED FOR COMPACTED FILL. <br />A GEOTECHNICAL CONSULTANT SHALL BE NOTIFIED TO EVALUATE THE <br />SUITABILITY OF THOSE SOILS FOR USE AS FILL AND AS FINISHED GRADE <br />SOILS. <br />IMPORTED FILL MATERIALS SHOULD BE APPROVED BY A GEOTECHNICAL <br />ENGINEER PRIOR TO IMPORTING. SOILS EXHIBITING ANY EXPANSION <br />POTENTIAL SHOULD NOT BE USED AS IMPORT MATERIALS. <br />BOTH IMPORTED AND ON-SITE SOILS TO BE USED AS FILL MATERIALS <br />SHOULD BE FREE OF DEBRIS, ORGANIC AND COBBLES OVER 3 INCHES IN <br />MAXIMUM DIMENSION <br />11.SITE DRAINAGE: FOUNDATION AND SLAB PERFORMANCE DEPENDS GREATLY <br />ON HOW WELL RUNOFF WATERS DRAIN FROM THE SITE. THIS IS TRUE BOTH <br />DURING CONSTRUCTION AND OVER THE ENTIRE LIFE OF THE STRUCTURE. <br />THE GROUND SURFACE AROUND STRUCTURES SHOULD BE GRADED SO THAT <br />WATER FLOWS RAPIDLY AWAY FROM THE STRUCTURES WITHOUT PONDING. <br />12.THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL EMBED ITEMS <br />WITH THE FLOOR PLAN PRIOR TO POURING CONCRETE AND SHALL NOTIFY <br />THE VERIZON CONSTRUCTION MANAGER AND THE ARCHITECT IF <br />DISCREPANCIES ARE FOUND. <br />13.FOOTING DEPTH DIMENSIONS SHOWN ON THE DETAILS ARE MINIMUMS AND <br />MUST BE INCREASED AND STEPPED BY THE CONTRACTOR WHERE REQUIRED <br />BY SPECIFIC FIELD CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE <br />VERIZON CONSTRUCTION MANAGER AND THE ARCHITECT IN WRITING WHEN <br />AND WHERE SUCH INCREASES OCCUR. <br />14.REBAR REINFORCEMENT IN SLAB SHALL BE SUPPORTED ON CHAIRS AT <br />24" O.C. EACH WAY TO INSURE REINFORCEMENT IS CENTERED IN SLAB. <br />15.SLOPE FINISH GRADE AWAY FROM ALL BUILDINGS AND OTHER STRUCTURES <br />A MINIMUM OF 6" IN TEN FEET. <br />16.SLOPE ALL WALKS, LANDINGS AND DRIVEWAYS A MINIMUM OF 1% DOWN AND <br />AWAY FROM ALL BUILDING AND STRUCTURES. <br />17 18 19 <br />1'-6" <br />155.50' F.S. <br />21 <br />D-2 <br />FINISHED SLAB THIS SIDE ALL ALONG <br />(N) CONCRETE BLOCK WALL 155.55' <br />79 <br />D-7 <br />2 <br />15 <br />(N) 4" CONCRETE SLAB WITH #3 @ 18" O.C. <br />12 <br />TYP. <br />TYP. <br />D-2 D-2 D-2 D-2 D-2 <br />3 <br />83 <br />D-7 <br />6 <br />1' <br />- <br />0 <br />" <br />98 <br />D-9 <br />16 <br />(N) VERIZON FUSED DISCONNECT SWITCH MOUNTED TO WALL <br />13