PROPSED DRAINAGE BACK OF STA CRUZ E/S TO STA CRUZ ST, STA CRUZ, NAGA CITY PROJECT ID: 006993-2020-01 PROPOSED DRAINAGE PROJECT TITLE PREPARED BY: SHEET NO. LOCATION: REPUBLIC OF THE PHILIPPINES OFFICE OF THE CITY ENGINEER CITY OF NAGA JOSE RIGOR D. ARDEZA ENGINEER II RECOMMENDED BY: EMMEL M. ADAQUE ENGINEER III CONCURRED BY: PUNONG BARANGAY STA. CRUZ NELSON S. LEGACION CITY MAYOR APPROVED BY: APPROVED BY: ALEXANDER N. CANING ACTING CITY ENGINEER BACK OF STA CRUZ ES TO STA CRUZ ST , STA CRUZ, NAGA CITY
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PROPSED DRAINAGEBACK OF STA CRUZ E/S TO STA CRUZ ST, STA CRUZ, NAGA CITYPROJECT ID: 006993-2020-01
PROPOSED DRAINAGE
PROJECT TITLE PREPARED BY:
SHEET
NO.
LOCATION:
REPUBLIC OF THE PHILIPPINES
OFFICE OF THE CITY ENGINEER
CITY OF NAGAJOSE RIGOR D. ARDEZA
ENGINEER II
RECOMMENDED BY:
EMMEL M. ADAQUEENGINEER III
CONCURRED BY:
PUNONG BARANGAY
STA. CRUZ
NELSON S. LEGACIONCITY MAYOR
APPROVED BY:APPROVED BY:
ALEXANDER N. CANINGACTING CITY ENGINEER
BACK OF STA CRUZ ES TO STA CRUZ ST , STA CRUZ, NAGA CITY
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DRAINAGE 1 (FLAT SURFACE)
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CROSS DRAINAGE
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DRAINAGE 2- SIDEWALK (RCBC)
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LEGEND:
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EXISTING MAN-MADE DRAINAGE CANAL (RETAIN AS IS) FROM PARAISO ST.
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PROPOSED DRAINAGE AT BERNARDO'S CMPD
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EXISTING DRAINAGE OUTFALL
PROJECT TITLE PREPARED BY:
SHEET
NO.
LOCATION:
REPUBLIC OF THE PHILIPPINES
OFFICE OF THE CITY ENGINEER
CITY OF NAGAJOSE RIGOR D. ARDEZA
ENGINEER II
RECOMMENDED BY:
EMMEL M. ADAQUEENGINEER III
CONCURRED BY:
PUNONG BARANGAY
STA. CRUZ
NELSON S. LEGACIONCITY MAYOR
APPROVED BY:APPROVED BY:
ALEXANDER N. CANINGACTING CITY ENGINEER
PROPOSED DRAINAGE
TYPICAL DRAINAGE DETAIL
ELEVATION
TYPICAL DRAINAGE WITH INLET
ELEVATION
PLAN W/ MANHOLE PLAN W/ 2" PVC PIPE
TYPICAL DRAINAGE DETAIL
PLAN
SECTION THRU "Y"
SECTION THRU "X"
DRAINAGE 1 = 107 METERS
BACK OF STA CRUZ ES TO STA CRUZ ST , STA CRUZ, NAGA CITY
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SCALE
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2
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1
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1:30m
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150mmTHK CHB
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12mm HORIZONTAL RSBSPACED @ EVERY 2 LAYER
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12mm VERTICAL RSB U-BARSSPACED @ 400mm O.C.
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4-12mm HORIZONTAL RSBBOTTOM BARS
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12mm RSB TOP BARSSPACED @ 200mm O.C.
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7-12mm HOR. BARSSPACED AS SHOWN
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SCALE
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2
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1:30m
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150mmTHK CHB
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12mm HORIZONTAL RSBSPACED @ EVERY 2 LAYER
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12mm VERTICAL RSB U-BARSSPACED @ 400mm O.C.
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4-12mm HORIZONTAL RSBBOTTOM BARS
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MANHOLE COVER (SEE DETAILS)
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12mm RSB TOP BARSSPACED @ 200mm O.C.
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7-12mm HOR. BARSSPACED AS SHOWN
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MANHOLE COVER SP @ EVERY 5M (SEE DETAILS)
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SCALE
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A
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2
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1
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1:20m
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12mm ROUND BARGRAB HANDLE
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3-12mm RSBSPACED EQUALLY
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12mm ROUND BARGRAB HANDLE
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PLAIN SMOOTH CEMENT FINISH
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2x2x ANGLE BAR14 ANGLE BAR
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Y
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X
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7-12mm RSBSPACED EQUALLY
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12mm ROUND BARGRAB HANDLE
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3-12mm RSBSPACED EQUALLY
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7-12mm RSBSPACED EQUALLY
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CHB
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CHB
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2" PVC PIPESPACED AS SHOWN
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12mm GROOVE SEPARATOR
PROJECT TITLE PREPARED BY:
SHEET
NO.
LOCATION:
REPUBLIC OF THE PHILIPPINES
OFFICE OF THE CITY ENGINEER
CITY OF NAGAJOSE RIGOR D. ARDEZA
ENGINEER II
RECOMMENDED BY:
EMMEL M. ADAQUEENGINEER III
CONCURRED BY:
NELSON S. LEGACIONCITY MAYOR
APPROVED BY:APPROVED BY:
ALEXANDER N. CANINGACTING CITY ENGINEER
PROPOSED DRAINAGE
CROSS DRAINAGE 1 SECTION
TYPICAL DRAINAGE DETAILON EXISTING DRIVEWAYS
ELEVATION
SECTION THRU "Y"
TYPICAL DRAINAGE DETAILON EXISTING DRIVEWAYS
SECTION THRU "Y"
TYPICAL CROSS DRAINAGE DETAILON EXISTING ROADWAYS
PUNONG BARANGAY
STA. CRUZ
BACK OF STA CRUZ ES TO STA CRUZ ST , STA CRUZ, NAGA CITY
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1
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2
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12mm HORIZONTAL RSBSPACED @ OR LESS THAN 200mm O.C.
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7-12mm BOTTOM BARS LAYED AS SHOWN
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7-12mm TEMP BARS LAYED AS SHOWN
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8-12mm TOP BARS LAYED AS SHOWN
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16mm RSB BENT BARSSPACED @ 200mm O.C.
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SCALE
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A
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2
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1
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1:30m
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150mmTHK CHB
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12mm HORIZONTAL RSBSPACED @ EVERY 2 LAYER
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12mm VERTICAL RSB U-BARSSPACED @ 400mm O.C.
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4-12mm HORIZONTAL RSBBOTTOM BARS
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12mm RSB TOP BARSSPACED @ 200mm O.C.
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7-12mm HOR. BARSSPACED AS SHOWN
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DRIVEWAY ELEVATION
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SCALE
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2
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CL
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DRIVEWAY
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INSTALL MANHOLE EVERY BEFORE AND AFTER THE DRIVEWAY MANHOLE COVER (SEE DETAILS)
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SCALE
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1:20m
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CL
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ROADWAY
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INSTALL MANHOLE EVERY BEFORE AND AFTER THE ROADWAY MANHOLE COVER (SEE DETAILS)
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12mm RSB BOTTOM BARSSPACED @ 200mm O.C.
CROSS DRAINAGE SECTION
DRAINAGE 2 = 143 LN.M.
D R AI NAG E 1 DE TAI LS MANHOLE CROSS SECTION
PROPOSED DRAINAGE
PROJECT TITLE PREPARED BY:
SHEET
NO.
LOCATION:
REPUBLIC OF THE PHILIPPINES
OFFICE OF THE CITY ENGINEER
CITY OF NAGAJOSE RIGOR D. ARDEZA
ENGINEER II
RECOMMENDED BY:
EMMEL M. ADAQUEENGINEER III
CONCURRED BY:
PUNONG BARANGAY
STA. CRUZ
NELSON S. LEGACIONCITY MAYOR
APPROVED BY:APPROVED BY:
ALEXANDER N. CANINGACTING CITY ENGINEER
TYPICAL SIDEWALK PLAN
(5 LN.M.)
MANHOLE COVER PLAN
SL
M A N H O L E E L E V A T I O N
I N L E T E L E V A T I O N
MANHOLE COVER REBARS
BACK OF STA CRUZ ES TO STA CRUZ ST , STA CRUZ, NAGA CITY
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SCALE
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1:40m
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12mm HORIZONTAL RSBSPACED @ OR LESS THAN 200mm O.C.
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7-12mm BOTTOM BARS LAYED AS SHOWN
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7-12mm TEMP BARS LAYED AS SHOWN
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8-12mm TOP BARS LAYED AS SHOWN
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16mm RSB BENT BARSSPACED @ 200mm O.C.
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12mm RSB TEMP BARSSPACED @ 200mm O.C.
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16mm VERTICAL RSBSPACED @ 200mm O.C.
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12mm HORIZONTAL RSBSPACED @ OR LESS THAN 200mm O.C.
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7-12mm BOTTOM BARS LAYED AS SHOWN
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SCALE
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A
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1
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2
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SCALE
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1
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2
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1:40m
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16mm VERTICAL RSBSPACED @ 200mm O.C.
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12mm HORIZONTAL RSBSPACED @ OR LESS THAN 200mm O.C.
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8-12mm BOTTOM BARS LAYED AS SHOWN
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FABRICATED MANHOLE (SEE DETAILS)
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7-12mm TOP BARS LAYED AS SHOWN
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4-50mm PVC PIPEDRAIN INLET
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4
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8
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SCALE
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1:40m
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ROUGH CONCRETE SURFACE FINISH
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GUTTER SMOOTH CEMENT PLASTER FINISH
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CURB SMOOTH CEMENT PLASTER FINISH
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SIDEWALK BORDER SMOOTH CEMENT PLASTER FINISH
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SIDEWALK BORDER SMOOTH CEMENT PLASTER FINISH
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4-50mm PVC PIPEINLET
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ROUGH CONCRETE SURFACE FINISH
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ROUGH CONCRETE SURFACE FINISH
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SCALE
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1:20m
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38x38x4.5mm LBAR FRAME
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38x38x4.5mm LBAR FRAME
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38x38x4.5mm LBAR FRAME
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38x38x4.5mm LBAR FRAME
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38x38x4.5mm LBAR CATCHES
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SCALE
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1:20m
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10mm RSBGRAB BAR
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SCALE
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1:20m
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4-50mm x 200mmPVC PIPE
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CURB SMOOTH CEMENT PLASTER FINISH
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SCALE
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1:20m
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10mm RSBWELDED THRU LBAR
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10mm RSBWELDED THRU LBAR
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10mm RSBWELDED THRU LBAAR
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10mm RSBWELDED THRU LBAR
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38x38x4.5mm LBAR FRAME
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38x38x4.50mm LBAR FRAME
PERT-CPM
PROJECT TITLE PREPARED BY:
SHEET
NO.
LOCATION:
REPUBLIC OF THE PHILIPPINES
OFFICE OF THE CITY ENGINEER
CITY OF NAGAJOSE RIGOR D. ARDEZA
ENGINEER II
RECOMMENDED BY:
EMMEL M. ADAQUEENGINEER III
CONCURRED BY:
NELSON S. LEGACIONCITY MAYOR
APPROVED BY:APPROVED BY:
ALEXANDER N. CANINGACTING CITY ENGINEER
PROPOSED DRAINAGE
B/15
A/15D/30
E/30
F/75
PUNONG BARANGAY
STA. CRUZ
BACK OF STA CRUZ ES TO STA CRUZ ST , STA CRUZ, NAGA CITY
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PERT-CPM
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NODES
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ACTIVITY
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DESCRIPTION
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DURATION (days) CRITICAL
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DUMMY
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0-1
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A
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DEMOLITION
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15
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0-1
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B
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EXCAVATION
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15
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0-1
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C
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DISPOSAL OF EXCAVATED MATERIALS
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15
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1-2
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D
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DRAINAGE-1
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30
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2-3-4
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E
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CROSS DRAINAGE
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30
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3-4-5
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F
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DRAINAGE-2
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75
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0-5
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CONSTRUCTION SAFETY AND HEALTH
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150
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0-5
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SIGNBOARD
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150
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PROJECT DURATION
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150 days
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START
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MONTH1
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MONTH2
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MONTH3
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MONTH4
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4
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EXCAVATION
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DEMOLITION
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DRAINAGE1
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CROSS DRAINAGE
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MONTH5
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5
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DRAINAGE2
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(HALF LANE PHASING)
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100%
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0%
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CONSTRUCTION SAFETY & HEALTH PROGRAM/150
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SIGNBOARD/150
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LEGEND
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ACTIVITY/DAYS
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DESCRIPTION
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REGULAR SCHEDULE
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CRITICAL PATH
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ACTIVITY/DAYS
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DESCRIPTION
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DUMMY
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DEMOLITION
PROPOSED DRAINAGE
PROJECT TITLE PREPARED BY:
SHEET
NO.
LOCATION: STA CRUZ ES TO STA CRUZ ST, STA CRUZ, NAGA CITY
REPUBLIC OF THE PHILIPPINES
OFFICE OF THE CITY ENGINEER
CITY OF NAGA JOSE RIGOR D. ARDEZAENGINEER II
RECOMMENDED BY:
EMMEL M. ADAQUEENGINEER III
CONCURRED BY:
PUNONG BARANGAY
STA CRUZ
NELSON S. LEGACIONCITY MAYOR
APPROVED BY:APPROVED BY:
ALEXANDER N. CANINGACTING CITY ENGINEER
RICHARD B. BERMUNDOINSTRUMENT MAN
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55.41
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ss
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ss
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32
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38
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BP: 0+000.00
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0+120
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0+200
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0+279
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0+100
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PI: 0+099.43
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0+040
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0+060
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0+020
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0+240
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0+000
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0+160
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0+180
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0+080
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PI: 0+135.24
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PI: 0+166.63
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PI: 0+039.80
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PI: 0+049.47
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PI: 0+010.98
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0+220
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PI: 0+069.90
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0+140
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PI: 0+233.68
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PI: 0+252.38
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PI: 0+261.40
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PI: 0+190.68
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PI: 0+174.67
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EP: 0+279.00
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PI: 0+172.13
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0+260
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STA 0+000.00
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DESIGN SPEED = 100 km/h
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ss
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56.00
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cross
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56.09
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sta cruz
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20
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55.82
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27
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55.90
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56.12
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ss
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55.87
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ss
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ss
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55.26
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55.50
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55.40
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ss
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37
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55.55
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55.66
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ss
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55.64
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55.90
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sta cruz
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tabuco inv
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55.86
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55.61
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%%USURVEY TRAVERSE MAP
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STA CRUZ ES
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STA CRUZ ST
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LOCATION: STA CRUZ ES TO STA CRUZ ST, STA CRUZ, NAGA CITY
REPUBLIC OF THE PHILIPPINES
OFFICE OF THE CITY ENGINEER
CITY OF NAGA JOSE RIGOR D. ARDEZAENGINEER II
RECOMMENDED BY:
EMMEL M. ADAQUEENGINEER III
CONCURRED BY:
PUNONG BARANGAY
STA CRUZ
NELSON S. LEGACIONCITY MAYOR
APPROVED BY:APPROVED BY:
ALEXANDER N. CANINGACTING CITY ENGINEER
RICHARD B. BERMUNDOINSTRUMENT MAN
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O
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Y
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T
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I
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C
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A
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G
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A
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N
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F
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O
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F
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F
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I
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C
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I
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A
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L
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S
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E
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A
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L
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1
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9
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4
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8
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1575
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1573
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56
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STA CRUZ ELEM. SCHOOL TO NEAR ATENEO GATE 2
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54
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56
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58
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54
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58
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Alignment - (1) PROFILE
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0+000
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56.04
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54.496
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0+020
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56.11
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54.518
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0+040
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56.09
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54.539
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0+060
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56.02
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54.561
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0+080
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55.95
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54.583
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0+100
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55.87
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54.605
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0+120
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55.87
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54.626
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0+140
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55.88
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54.648
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0+160
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55.90
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54.670
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0.11%%%
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GRADE BREAK STA = 0+000.00
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ELEV = 54.496
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EDGE OF PAVEMENT
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PROPOSED INVERT ELEVATION
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DEPTH OF
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EXCAVATION
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1.544
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1.592
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1.551
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1.459
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1.367
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1.265
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1.244
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1.232
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1.23
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STA.CRUZ ST. MAIN DRAINAGE
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CROSS DRAINAGE3 (6M)
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CROSS DRAINAGE2 (12M)
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CROSS DRAINAGE1 (12M)
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DRAINAGE W/ SIDEWALK
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DRAINAGE W/ SIDEWALK
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DRAINAGE2
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DRAINAGE2
PROPOSED DRAINAGE
PROJECT TITLE PREPARED BY:
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LOCATION: STA CRUZ ES TO STA CRUZ ST, STA CRUZ, NAGA CITY
