The document outlines a proposed construction project to build an LGCM building in phases. The first phase involves site development and excavation of the basement. This will include rerouting the driveway, excavating the basement along the existing driveway, and constructing retaining walls and a slab for the driveway. The excavation work will use equipment like an excavator and dump trucks to remove soil. Temporary fencing and a temporary driveway on the other side of the gate will be constructed for safety and access during excavation. Construction will take place daily from 10am to 7pm to minimize noise disturbances to neighboring properties.

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

2. 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

3. REROUTING OF DRIVE WAY
NEW ROUTE OF DRIVE WAY WILL BE LOCATED ALONG THE
OPPOSITE SIDE OF THE GATE. (This will serve as a temporary
Driveway for about 24 working days.)
THE NUMBER OF DAYS FOR BACKFILLING OF TEMPORARY
DRIVEWAY WILL BE FIVE (5) WORKING DAYS (After 5 days, it is
expected that the temporary driveway will be used until such time that
the existing drive way will be passable again.)
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4. FIG 1. LEFT PORTION TO BE USED AS TEMPORARY DRIVEWAY WHILE EXCAVATION IS
DONE ON THE RIGHT.

5. 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 of
rain water during rain fall is accumulated in the said property.)
ISOMETRICAUTOMATION&ARCHITECTURE

6. FIG. 2. THE ACTUAL EXCAVATION ACTIVITY/SCENARIO.

7. 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 EXCAVATED
BASEMENT 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

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

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

10. 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.)
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11. UP NEXT
BUILDING CONSTRUCTION PHASE
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12. ……END……
ISOMETRICAUTOMATION&ARCHITECTURE