am_4.pdf

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US Army Corps of

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Fort Worth District

AutoCAD SHX Text THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHOD OF CONSTRUCTION. PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKMEN OR OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, FORMS, SCAFFOLDING, PLANKING, SAFETY NETS, ETC.

AutoCAD SHX Text ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN FIELD. OBSERVATION VISITS BY THE STRUCTURAL ENGINEER'S FIELD REPRESENTATIVE SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.

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CONSTRUCTION PROCEDURES & SAFETY REQUIREMENTS:

AutoCAD SHX Text COMPLY WITH ALL APPLICABLE CITY, COUNTY, STATE AND FEDERAL LAWS, INCLUDING THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) AND REGULATIONS ADOPTED PURSUANT THERETO.

AutoCAD SHX Text SUPERVISE AND DIRECT THE WORK SO AS TO MAINTAIN SOLE RESPONSIBILITY FOR COORDINATING THE WORK OF ALL TRADES AND THE CHECKING OF ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE CONTRACTING OFFICER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK.

AutoCAD SHX Text CONSTRUCTION LOADS INCLUDING MATERIALS SHALL NOT EXCEED THE DESIGN LIVE LOAD. PROVIDE ADEQUATE SHORING, RESHORING AND/OR BRACING WHERE REQUIRED.

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66.7 KN (FORKLIFT AXLE) 96 KPa (UNIFORM)

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9.6 KPa

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LIVE LOADS:

AutoCAD SHX Text THE STRUCTURAL DESIGN AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT APPROVED INTERNATIONAL BUILDING CODE (IBC) BY NAVFAC EXCEPT AS NOTED.

AutoCAD SHX Text OPENING SIZES AND LOCATIONS WHEN INDICATED ON DRAWINGS ARE FOR INFORMATION ONLY AND SHALL BE VERIFIED WITH THE APPROPRIATE DRAWING AND/OR SUPPLIER BEFORE CONSTRUCTION.

AutoCAD SHX Text THE STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURAL FRAME. REFER TO MECHANICAL, ELECTRICAL AND OTHER DRAWINGS FOR ORNAMENTS, GROOVES, CLIPS, GROUNDS, SLAB DEPRESSIONS, CURBS, EQUIPMENT PADS, PENETRATIONS, NON-BEARING WALLS AND OTHER NON-STRUCTURAL ITEMS.

AutoCAD SHX Text GENERAL NOTES AND TYPICAL DETAILS SHALL BE USED WHERE APPLICABLE, UNLESS NOTED OTHERWISE. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE CONFLICTS ARISE BETWEEN DRAWINGS AND SPECIFICATIONS, THE MOST STRINGENT WILL GOVERN. CONTACT THE CONTRACTING OFFICER IN WRITING IF CLARIFICATION IS REQUIRED.

AutoCAD SHX Text ALL OMISSIONS AND/OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER IN WRITING BEFORE PROCEEDING WITH ANY WORK INVOLVED.

AutoCAD SHX Text DIMENSIONS SHALL NOT BE SCALED FROM THE PLANS, SECTIONS AND/OR DETAILS OF THE STRUCTURAL DRAWINGS.

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ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS.

AutoCAD SHX Text SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES AND PIPE SLEEVES.

AutoCAD SHX Text OPENINGS OR POCKETS LARGER THAN 152 mm NOT INDICATED IN STRUCTURAL DRAWINGS SHALL NOT BE PLACED WITHOUT WRITTEN NOTIFICATION OF THE CONTRACTING OFFICER.

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DESIGN CRITERIA:

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GENERAL NOTES:

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MUNITIONS FLOOR

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ROOF

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FOUNDATIONS:

AutoCAD SHX Text ALL ROUGHENED SURFACES IN CONCRETE SHALL BE MADE WITH A MINIMUM AMPLITUDE OF 6.4 mm.

AutoCAD SHX Text CONDUIT OR PIPE SIZE (O.D.) SHALL NOT EXCEED 30 PERCENT OF SLAB THICKNESS AND SHALL BE PLACED BETWEEN THE TOP AND BOTTOM REINFORCING UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATIONS OF CONDUITS OR PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE PROVIDED

AutoCAD SHX Text PROVIDE SLEEVES FOR ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED EXCEPT AS SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS.

AutoCAD SHX Text PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITH 19 mm CHAMFER, UNLESS OTHERWISE NOTED.

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FOUNDATIONS

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NO CHLORIDES OR CHLORIDE SALTS SHALL BE ALLOWED IN THE CONCRETE MIXES.

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CONCRETE AGGREGATES

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REINFORCED CONCRETE:

AutoCAD SHX Text CONCRETE SHALL ATTAIN THE FOLLOWING 28-DAY COMPRESSIVE STRENGTHS, UNLESS OTHERWISE INDICATED;

AutoCAD SHX Text MATERIAL SHALL CONFORM TO ONE OF THE FOLLOWING STANDARD SPECIFICATIONS, LATEST EDITION:

AutoCAD SHX Text THE DESIGN AND CONSTRUCTION OF REINFORCED CONCRETE SHALL CONFORM TO THE ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 INCLUDING THE FOLLOWING:

AutoCAD SHX Text CURING COMPOUNDS SHALL BE USED ON CONCRETE IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS.

AutoCAD SHX Text ALL REINFORCING STEEL DETAILING AND PLACEMENT SHALL CONFORM TO THE ACI DETAILING MANUAL - 2004 PUBLICATION SP-66. PROVIDE ADEQUATE BOLSTERS, HI-CHAIRS, SUPPORT BARS, ETC., TO MAINTAIN SPECIFIED COVER FOR THE ENTIRE LENGTH OF ALL REINFORCING. SECURE ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS IN POSITION PRIOR TO PLACING CONCRETE.

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WELDED WIRE FABRIC

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REINFORCING STEEL

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PORTLAND CEMENT

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CONCRETE PLACEMENT

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CONCRETE MIXING

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27.6 MPa

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ASTM A615M (GRADE 420)

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ASTM A185M

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ASTM C33

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ASTM C150, TYPE I, II, OR V OR JIS 5210, TYPE I

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ACI 304

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ASTM C94

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SLAB ON GRADE

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DEAD LOADS

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AutoCAD SHX Text THE STRUCTURAL DESIGN AND CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING GOVERNMENT STANDARDS:

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UFC 1-200-01, "DESIGN: GENERAL BUILDING REQUIREMENTS"

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AutoCAD SHX Text DESIGN LOADS: THE FOLLOWING LOADS WERE USED AS BASIS OF DESIGN. IF THE THE FOLLOWING LOADS WERE USED AS BASIS OF DESIGN. IF THE LOCAL CONDITIONS REQUIRE MORE STRINGENT WIND AND/OR SEISMIC PARAMETERS THE STRUCTURE SHALL BE REVISED ACCORDINGLY.

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ACTUAL WEIGHT

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EXPOSURE

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DESIGN WIND SPEED

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WIND DESIGN DATA:

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83.6 M/S

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BUILDING CATEGORY

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III

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SEISMIC DESIGN DATA:

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SITE SEISMICITY

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AutoCAD SHX Text S = 1.95g

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IMPORTANCE FACTOR

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AutoCAD SHX Text S = 0.75g

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IMPORTANCE FACTOR

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BUILDING CATEGORY

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III

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SEISMIC DESIGN CATEGORY

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SITE CLASS

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AutoCAD SHX Text ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE REQUIREMENTS OF THE ABOVE REFERENCED CODES.

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EXPLOSIVE SAFETY DESIGN LOADS:

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AutoCAD SHX Text EXPLOSIVE SAFETY DESIGN LOADS FOR DOOR AND ROOF OF MAGAZINES ARE PRESCRIBED BY DoD 6055.9-STD 2008. DESIGN GUIDANCE IS PROVIDED BY UFC 3-340-02 2008.

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TOPPING SLABS

AutoCAD SHX Text ALL PRECAST ELEMENTS NOT DETAILED ON DRAWINGS SHALL BE DESIGNED FOR THE SPAN AND CONCRETE AND CONSTRUCTION LOADING CONDITIONS SHOWN ON THE DRAWINGS BY A LICENSED STRUCTURAL ENGINEER. ALL DESIGN CALCULATIONS, INCLUDING THE DESIGN OF ALL STRUCTURAL ELEMENTS AND LIFTING POINTS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW PRIOR TO THE START OF FABRICATION.

AutoCAD SHX Text DETAILED SHOP DRAWINGS SHOWING ALL STRUCTURAL ELEMENTS, DETAILS AND CONNECTIONS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW PRIOR TO THE START OF FABRICATION.

AutoCAD SHX Text PROVIDE ALL INSERTS WHICH ARE SHOWN ON STRUCTURAL, AND MECHANICAL DRAWINGS WITH PROVISIONS FOR SUCH MADE IN THE DESIGN OF THE PRECAST UNIT.

AutoCAD SHX Text THE PRECAST MANUFACTURER SHALL BE RESPONSIBLE FOR COORDINATION OF MECHANICAL AND ELECTRICAL DETAILS AS THEY AFFECT THE PRECAST ELEMENTS.

AutoCAD SHX Text THERE SHALL BE NO FIELD CUTTING OF PRECAST ELEMENTS WITHOUT THE PRIOR APPROVAL OF THE CONTRACTING OFFICER.

AutoCAD SHX Text ALL DETAILING, FABRICATION AND PLACING OF REINFORCING BARS SHALL CONFORM TO THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318 AND THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI-315, LATEST EDITION.

AutoCAD SHX Text CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT TWENTY-EIGHT (28) DAYS: 34.5 MPa

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ALL REINFORCING BARS SHALL CONFORM TO ASTM A615M, (GRADE 420).

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ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185M.

AutoCAD SHX Text ALL GROUT SHALL BE NON-SHRINK, NON-FERROUS GROUT WITH f'c = 41.4 MPa.

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STRUCTURAL PRECAST CONCRETE:

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SITE RETAINING WALLS

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17.3 KN/M

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SOIL

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SEE ELECTRICAL DRAWINGS FOR LIGHTNING PROTECTION.

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AutoCAD SHX Text PRECAST DRAWINGS AND CALCULATIONS SHALL BE STAMPED BY A STRUCTURAL ENGINEER REGISTERED IN THE UNITED STATES.

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AutoCAD SHX Text ALL DETAILING, FABRICATION AND PLACING OF REINFORCING BARS SHALL CONFORM TO THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318 AND THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI-315, LATEST EDITION.

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27.6 MPa

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34.5 MPa

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34.5 MPa

AutoCAD SHX Text FOR 7-BAR EARTH-COVERED MAGAZINES (ECMs) WITH A 2224 KN (500,000 LB) NET EXPLOSIVE WEIGHTS (NEW) OF HD 1.1 MATERIAL THE TRIANGULAR PULSE LOAD VALUES ARE:

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MEMBER

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PEAK PRESSURE

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DURATION

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DOOR

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21.74 ms

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ROOF

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27.93 ms

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AutoCAD SHX Text APPROVED LOCATION AND STORAGE CAPACITY OF EACH ECM SHALL BE DETERMINED BY THE SAFETY OFFICER BASED ON ORIENTATION AND PROXIMITY RELATIVE TO NEARBY FACILITIES/MAGAZINES.

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AutoCAD SHX Text EQUIVALENT STATIC BLAST LOADS ON DOOR FRAME CONNECTIONS FOR FOUR EDGE SUPPORT . . . . . . . . . . 998.2kN/m(5700lb/in).

AutoCAD SHX Text SEE SHEET S-701 FOR LIGHTWEIGHT CONCRETE FILL MIX DESIGN FOR HIGH SECURITY MAGAZINE DOOR.

AutoCAD SHX Text INTERNAL LOCKING DEVICE (ILD/BOLTWORK) SEE (MODULAR STORAGE MAGAZINE BOLTWORKS DRAWING B-100 SERIES DATED 6/15/2015). THE CONTRACTOR SHALL CONTACT THE NAVAL FACILITIES ENGINEERING AND EXPEDITIONARY WARFARE CENTER (NFEXWC), DOD LOCK PROGRAM, ILD SUPP74257425 ORT HOTLINE AT 1-805-982-LOCK (DSN 551-LOCK) OR EMAIL TO ILD_FIELD_SUPPORT@NAVY.MIL FOR ALL ILD AND BOLTWORKS DRAWINGS AND INSTALLATION INFORMATION. THE CONTRACTOR SHALL FOLLOW ALL ILD AND BOLTWORK INSTALLATION INSTRUCTIONS PROVIDED BY NFEXWC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PURCHASING THE ILD, BMS, AND THE BOLTWORKS AND THE INSTALLATION THERE OF. ILD UNIT SHALL BE PROCURED TO REQUIRE TWO UNIQUE KEYS IN ORDER TO OPERATE THE LOCKWORKS. COORDINATE KEYING SYSTEM AND DISTRIBUTION OF KEY SETS FOR EACH ECM DOOR WITH THE CONTRACTING OFFICER.

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AutoCAD SHX Text MINIMUM CONCRETE PROTECTION (COVER) FOR REINFORCEMENT SHALL BE PROVIDED AS FOLLOWS:

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CONCRETE POURED AGAINST EARTH

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CONCRETE POURED AGAINST FORM AND LATER EXPOSED TO EARTH OR WEATHER

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COLUMNS AND BEAMS (FROM TIE OR STIRRUP)

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SLAB EXPOSED TO WEATHER OR GROUND

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SLABS AND WALLS (NOT EXPOSED TO WEATHER OR GROUND)

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CAST-IN-PLACE CONCRETE

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WALL PANEL EXPOSED TO EARTH OR WEATHER

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WALL AND SLAB NOT EXPOSED TO EARTH OR WEATHER

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OTHER MEMBERS

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PRECAST CONCRETE

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ALL STEEL INSERTS SHALL BE GALVANIZED.

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COLUMN AND HEADER BEAMS

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34.5 MPa

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LEAN CONCRETE

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20.7 MPa

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DEPARTMENT OF DEFENSE EXPLOSIVES SAFETY BOARD (DDESB) APPROVAL NOTES:

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1. ANY DEVIATION FROM THE STANDARD DRAWINGS, EXCEPT FOR FOUNDATION ANY DEVIATION FROM THE STANDARD DRAWINGS, EXCEPT FOR FOUNDATION MODIFICATIONS, WITHOUT THE WRITTEN APPROVAL FROM THE DEPARTMENT OF DEFENSE EXPLOSIVE SAFETY BOARD (DDESB) MAY REQUIRE THE MAGAZINE TO BE CONSIDERED AN UNDEFINED MAGAZINE AND MAY SEVERELY RESTRICT THE ALLOWABLE STORAGE CAPACITY.

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10. FOR ADDITIONAL SUPPLEMENTAL INSTALLATION GUIDES AND INFORMATION FOR THE FOR ADDITIONAL SUPPLEMENTAL INSTALLATION GUIDES AND INFORMATION FOR THE FABRICATION AND INSTALLATION OF THE DOOR AND LOCKING SYSTEM THE CONTRACTOR SHALL CONTACT THE NAVAL FACILITIES AND EXPEDITIONARY WARFARE CENTER (NFEXWC) DOD LOCK PROGRAM AND REQUEST THE "MSM WELDMENT FABRICATION DRAWINGS W-100 - W600 SERIES DATED 12-05-17". (WELDMENT FABRICATION DRAWINGS IE: DOOR HEAD, SECURITY JAMB, SECURITY PILASTER AND TRENCHES), "MSM WELDMENT INSTALLATION GUIDE" AND "INSTALLATION GUIDE FOR DOOR AND LOCKING SYSTEM". THE CONTRACTOR MUST FOLLOW ALL INSTALLATION INSTRUCTIONS PROVIDED BY NFEXWC. 11. CONNECTION OF THE BMS (BALANCED MAGNETIC SWITCH) ON THE DOOR AND IN THE CONNECTION OF THE BMS (BALANCED MAGNETIC SWITCH) ON THE DOOR AND IN THE ILD LOCKING BOLTWORKS SHALL BE CONNECTED TO THE IDS (INSTRUSION DETECTION SYSTEM) BY SPAWARS. 12. ALL WELDMENT AND IMBEDS FOR THE DOOR JAMB, HEAD, LOCKING PILASTER AND ALL WELDMENT AND IMBEDS FOR THE DOOR JAMB, HEAD, LOCKING PILASTER AND TRENCHED SHALL BE MADE OF 304 STAINLESS STEEL (REFER TO THE MSM WELDMENT FABRICATION DRAWINGS). 13. ALL WELDMENTS (LEFT JAMB, HEAD ANGLE, RIGHT SECURITY PILASTER AND TRENCHES) ALL WELDMENTS (LEFT JAMB, HEAD ANGLE, RIGHT SECURITY PILASTER AND TRENCHES) EMBEDDED INTO THE HEAD WALL THAT CREATES THE DOOR OPENING SHALL BE TRUE AND PLUM IN THE PLAIN OF THE DOOR OPENING TO WITHIN 6MM OF FLATNESS

AutoCAD SHX Text FOR ALL CONCRETE USED IN FOUNDATION CONSTRUCTION OR IN CONTACT WITH FILL: A. COARSE AND FINE AGGREGATES WILL BE WASHED. COARSE AND FINE AGGREGATES WILL BE WASHED. B. ALL CONCRTETE WILL HAVE AIR ENTRAINMENT.ALL CONCRTETE WILL HAVE AIR ENTRAINMENT.

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AutoCAD SHX Text FOR ALL CONCRETE USED IN CONTACT WITH FILL AND NOT RECEIVING A WATERPROOF MEMBRANE: A. USE TYPE V CEMENT. USE TYPE V CEMENT. B. HAVE AN AIR CONTENT BY VOLUME OF 5.5 PERCENT PLUS OR MINUS 1.5 HAVE AN AIR CONTENT BY VOLUME OF 5.5 PERCENT PLUS OR MINUS 1.5 PERCENT. C. CONTAIN APPROVED TYPE F POZZOLAN. CONTAIN APPROVED TYPE F POZZOLAN. D. CONTAIN NOT LESS THAN 400KG OF CEMENT PER CUBIC METER OF CONTAIN NOT LESS THAN 400KG OF CEMENT PER CUBIC METER OF CONCRETE. E. NOT EXCEED A SLUMP OF 75mm. NOT EXCEED A SLUMP OF 75mm. F. BE MOIST CURED FOR 10 DAYS. BE MOIST CURED FOR 10 DAYS. G. RECEIVE A WATER PROOFING SURFACE TREATMENT CONSISTING OF TWO RECEIVE A WATER PROOFING SURFACE TREATMENT CONSISTING OF TWO COATS OF LINSEED OIL.

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1. THE FOUNDATION DESIGN HAS BEEN PREPARED BASED ON THE GEOTECHNICAL REPORT THE FOUNDATION DESIGN HAS BEEN PREPARED BASED ON THE GEOTECHNICAL REPORT "NAVY ECM WHITE SANDS MISSILE RANGE, NEW MEXICO" PREPARED BY THE FORT WORTH DISTRICT GEOTECHNICAL BRANCH DATED APRIL 2020. 2. THE FOUNDATIONS HAVE BEEN DESIGNED USING THE FOLLOWING ALLOWABLE BEARING THE FOUNDATIONS HAVE BEEN DESIGNED USING THE FOLLOWING ALLOWABLE BEARING PRESSURES: DEAD PLUS LIVE LOAD . . . . . . . . . . . . . . . . . . 192 KPa 192 KPa KPa TOTAL DESIGN LOAD (INCLUDING WIND OR SEISMIC) . . . 249 KPa 249 KPa KPa 3. RETAINING WALLS HAVE BEEN DESIGNED USING THE FOLLOWING CRITERIA: RETAINING WALLS HAVE BEEN DESIGNED USING THE FOLLOWING CRITERIA: A. PASSIVE EQUIVALENT FLUID PRESSURE 14.4 KPa PASSIVE EQUIVALENT FLUID PRESSURE 14.4 KPa 14.4 KPa KPa B. AT REST LATERAL PRESSURE w/ LEVEL BACKFILL (RESTRAINED): AT REST LATERAL PRESSURE w/ LEVEL BACKFILL (RESTRAINED): WITHOUT SEISMIC 7.07 KPa/M 7.07 KPa/M KPa/M WITH SEISMIC 10.21 KPa/M 10.21 KPa/M KPa/M C. CANTILEVERED WALL LATERAL PRESSURE (UNRESTRAINED): CANTILEVERED WALL LATERAL PRESSURE (UNRESTRAINED): WITHOUT SEISMIC 6.28 KPa/M 6.28 KPa/M KPa/M WITH SEISMIC 11.78 KPA/M 11.78 KPA/M KPA/M D. FRICTION FACTOR BETWEEN SOIL AND CONCRETE 0.35 FRICTION FACTOR BETWEEN SOIL AND CONCRETE 0.35 0.35 4. FOOTINGS SHALL HAVE A MINIMUM WIDTH OF 610mm AND A MINIMUM BOTTOM DEPTH FOOTINGS SHALL HAVE A MINIMUM WIDTH OF 610mm AND A MINIMUM BOTTOM DEPTH OF 610mm BELOW ADJACENT GRADE. 5. STRUCTURAL DRAWINGS INDICATE GENERAL S.O.G. PREPARATION. PROVIDE A 150mm STRUCTURAL DRAWINGS INDICATE GENERAL S.O.G. PREPARATION. PROVIDE A 150mm CAPILLARY WATER BARRIER AND 15 MIL VAPOR RETARDER UNDER S.O.G. 6. FILL: FILL: A. REMOVE THE EARTH COVERING EXISTING ECM TO BE DEMOLISHED AND THE SOILS REMOVE THE EARTH COVERING EXISTING ECM TO BE DEMOLISHED AND THE SOILS ON THE SLOPES OF THE SIDES. STOCKPILE THE SOIL IF IT CAN BE RE-USED. THE SOIL SHALL BE TESTED TO ENSURE COMPLIANCE WITH REQUIREMENTS.BEFORE RE-USE OF SOIL, CONTRACTOR SHALL GET APPROVAL FROM GOVERNMENT. B. DEMOLISH EXISTING ECM STRUCTURE AND REMOVE ALL EXISTING STRUCTURES AND DEMOLISH EXISTING ECM STRUCTURE AND REMOVE ALL EXISTING STRUCTURES AND THEIR FOUNDATIONS TO FULL DEPTH. C. AFTER DEMOLITION, CLEAR THE SITE OF ALL DEBRIS AND LEVEL IT TO AN AFTER DEMOLITION, CLEAR THE SITE OF ALL DEBRIS AND LEVEL IT TO AN ELEVATION AT LEAST 12" BELOW FINISH FLOOR ELEVATION OF THE NEW ECM.

AutoCAD SHX Text D. EXCAVATE FOUNDATION TRENCHES FROM THE CLEARED AND LEVELED SURFACE TO A MAXIMUM DEPTH OF 5 ft. COMPACT THE EXCAVATED SURFACE TO A MINIMUM OF 90% OF THE ASTM D-1557 DENSITY. OVER EXCAVATE LOOSE SOILS BY AN ADDITIONAL 6 in AND REPLACE WITH STRUCTURAL FILL. E. BACKFILL THE FOUNDATION TRENCH WITH STRUCTURAL FILL IN LOOSE LIFTS OF 8 BACKFILL THE FOUNDATION TRENCH WITH STRUCTURAL FILL IN LOOSE LIFTS OF 8 in AND COMPACTED TO 985% OF THE ASTM D-1557 MAXIMUM DENSITY OF THE FILL WITH A WATER CONTENT IN THE RANGE OF ±2% OF THE OPTIMUM MOISTURECONTENT OF THE MATERIAL. 7. EXPANSIVE SOILS SHALL NOT BE USED FOR BACKFILL OR FILL. BACKFILL AT EXPANSIVE SOILS SHALL NOT BE USED FOR BACKFILL OR FILL. BACKFILL AT RETAINING WALLS SHALL BE GRANULAR SOIL. SATISFACTORY MATERIALS FOR FILL AND STRUCTURAL FILL ARE PROVIDED IN THE SPECIFICATIONS. 8. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE CONCRETE HAS ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS, AND INSTALLATION OF SUCH BRACING. 9. CONTRACTOR SHALL PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM EITHER CONTRACTOR SHALL PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM EITHER SURFACE WATER, GROUND WATER, OR SEEPAGE. 10. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN THE EARTH BANKS. 11. EXCAVATION FOR FOUNDATIONS SHALL BE APPROVED BY THE QC MANAGER PRIOR TO EXCAVATION FOR FOUNDATIONS SHALL BE APPROVED BY THE QC MANAGER PRIOR TO PLACING THE REINFORCING AND CONCRETE. 12. SHALLOW FOOTING FOUNDATIONS SHALL BE PLACED AND INSTALLED IN ACCORDANCE SHALLOW FOOTING FOUNDATIONS SHALL BE PLACED AND INSTALLED IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS, SPECIFICATIONS, AND GEOTECH REPORT PREPARED FOR THE PROJECT 13. FOUNDATION BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE FOUNDATION BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS TO THE APPROVAL OF THE QC MANAGER. FLOODING WILL NOT BE PERMITTED. . 14. ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. NEW FOUNDATIONS MUST EXTEND INTO UNDISTURBED SOILS.

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