proposed lgcm bldg. presentation

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PROPOSED LGCM BLDG. METHOD OF CONSTRUCTION PHASE BY PHASE 1 ST PHASE ISOMETRICAUTOMATION&ARCHITECTURE

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Page 1: Proposed lgcm bldg. presentation

PROPOSED LGCM BLDG.METHOD OF CONSTRUCTION PHASE BY PHASE

1ST PHASE

ISOMETRICAUTOMATION&ARCHITECTURE

Page 2: Proposed lgcm bldg. presentation

SITE DEVELOPMENT CONSTRUCTION INCLUDES:

•PHASE 1: REROUTING OF DRIVE WAY•PHASE 2: EXCAVATION OF BASEMENT ALONG EXISTING DRIVEWAY•PHASE 3: CONCRETING OF SLAB AND RETAINING WALL FOR DRIVEWAY •EXCAVATION OF BASEMENT COMPRISING FOUNDATION,CISTERN TANKS, SUNCTION TANK, & SUMPIT.• INSTALLATION OF COLUMN AND FLOORING @ BASEMENT.

ISOMETRICAUTOMATION&ARCHITECTURE

Page 3: Proposed lgcm bldg. presentation

REROUTING OF DRIVE WAY

NEW ROUTE OF DRIVE WAY WILL BE LOCATED ALONG THE OPPOSITE SIDE OF THE GATE. (This will serve as a temporaryDriveway for about 24 working days.)

THE NUMBER OF DAYS FOR BACKFILLING OF TEMPORARY DRIVEWAY WILL BE FIVE (5) WORKING DAYS (After 5 days, it isexpected that the temporary driveway will be used until such time thatthe existing drive way will be passable again.)

ISOMETRICAUTOMATION&ARCHITECTURE

Page 4: Proposed lgcm bldg. presentation

FIG 1. LEFT PORTION TO BE USED AS TEMPORARY DRIVEWAY WHILE EXCAVATION IS DONE ON THE RIGHT.

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EXCAVATION OF BASEMENT ALONG EXISTING DRIVEWAY

BEFORE EXCAVATION, FENCE SHALL BE PROVIDED IN THE AREA FOR ENCLOSURE AND SAFETY PURPOSES. (Should the temporary driveway be done and usable, the excavation and fencing shall start.)

EXCAVATOR OR BACKHOE -- EQUIPMENT TO BE USED FOR EXCAVATION.

THE EXCAVATED SOIL WILL BE DUMPED AT THE ALUMNOS PROPERTY BY MEANS OF BOOM TRUCK.(The Alumnos property is preferred as a dumping site for the excavated soil since such area is observed as lowland and the amount ofrain water during rain fall is accumulated in the said property.)

ISOMETRICAUTOMATION&ARCHITECTURE

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FIG. 2. THE ACTUAL EXCAVATION ACTIVITY/SCENARIO.

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CONCRETING OF SLAB & RETAINING WALL FOR DRIVE WAY

AFTER EXCAVATION, CONSTRUCTION OF RETAINING WALLS AND SLAB SHALL TAKE PLACE TO PREVENT RUNOFF OF SOIL. AT THE SAME TIME, CONSTRUCTION OF SLAB ATOP THE EXCAVATEDBASEMENT SHALL BE MADE FOR THE REALIZATION OF EXISTING DRIVEWAY.

THE CONTRACTOR WILL ENSURE THE DRIVE WAY TO BE STABLE,ACCESSIBLE AND USABLE FOR THE CONVENIENCE AND SAFETY OF THE USER.

ISOMETRICAUTOMATION&ARCHITECTURE

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FIG. 3. CONSTRUCTION OF COLUMNS & RETAINING WALL AT BASEMENT; EXISTING DRIVEWAY IS PASSABLE AT THIS TIME.

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FIG. 4. THE ACTUAL DISTANCE FROM THE EXISTING ADJACENT RESIDENTIAL BUILDING TO PROPOSED BUILDING’S FOOTPRINT.

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TIME OF CONSTRUCTION

THE TIME OF CONSTRUCTION SHALL START AT 10:00 AM UP TO 7:00 PM EVERY WORKING DAYS. (Time of construction is set as such for during these hours, it is assumed that the owner of the adjacent residence is already attending in his office; hence, construction noise/disturbance will not be an issue.)

ISOMETRICAUTOMATION&ARCHITECTURE

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UP NEXT

BUILDING CONSTRUCTION PHASE

ISOMETRICAUTOMATION&ARCHITECTURE

Page 12: Proposed lgcm bldg. presentation

……END……

ISOMETRICAUTOMATION&ARCHITECTURE