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GENERAL NOTES
STANDARD SPECIFICATION
ALL WORKS SHALL COMPLY WITH DPWH STANDARD SPECIFICATIONFOR HIGHWAYS, BRIDGES AND AIRPORT REVISED 2004 SPECIALPROVISION AND SUPLEMENTAL SPECIFICATION PERTAINING TOTHIS PROJECT, CONDITIONS OF THE CONTRACT (INT'L) FOR WORKS OFCIVIL ENGINEERS CONSTRUCTION, 2ND EDITION, PREPARED BY, F.I.D.IC.SHALL ALSO GOVERN
DIMENSIONS
UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS WHICH INCLUDESTATIONING, DISTANCES BETWEEN CONTROL POINTS AND ELEVATIONSARE MESURED METERS.
ALIGNMENT AND GRADE
NO ALTERATION OF CHANGE IN ALIGNMENT AND GRADE SHALL BEMADE UNLESS EXISTING FIELD CONDITION SO WARRANT ONLYUPON WRITTEN ORDERED BY THE ENGINEERS AND APPROVED BY THEPROPER AUTHORITY CONCERN.
CONSTRUCTION STAKES
B. THE CHECKING OF CONSTRUCTION STAKES BY THE ENGINEER SHALL NOT INANY WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY FOR THECORRECTNESS THEREOF AND THE CONTRACTOR SHALL CAREFULLY PROTECTEDAND PRESERVED ALL BENCH MARK, PEGS AND OTHER THING USED INSETTING OUT THE WORK.
C. IN THE CASE OF "CHARGES" OR CHANGE IN CONDITION "WHICH INVOLVESANY CHANGES IN STAKE OUT, THE CONTRACTOR SHALL COOPERATE WITH THEENGINEER AND FACILITATE THE PROMPT RE-ESTABLISHMENT OF THE FIELDCONTRACTOR FOR THE ALTENATIVE OF ADJUSTED WORK.
A. THE CONTRACTOR WILL BE RESPONSIBLE FOR TRUE AND PROPERSETTING-OUT OF THE WORK OR IMPROVEMENT AND FORCORRECTNESS OF POSITION, LEVEL, SLOPE AND CONTINUOUS PROFILEGRADE IN ROAD WORK. HE WILL SET CONSTRUCTION STAKES, ESTABLISHINGLINES, SLOPE AND CONTINUOUS PROFILE WORK AND OTHER LINE AND BENCHMARK FOR BRIDGE WORK, GRADE IN ROAD PROTECTIVE AND NECESSARYSTRUCTURES AND APPURTENANCES CULVERT WORK, AS ARE DEEMED NECESSARYFROM THE REFERENCE DATE TO BE FURNISHED BY THE ENGINEER IN WRITING
S U M M A R Y O F Q U A N T I T I E S
REPUBLIC OF THE PHILIPPINES
NATIONAL CAPITAL REGION
FIRST METRO MANILA ENGINEERING DISTRICT
WEST BANK ROAD, MANGGAHAN FLOODWAY
ROSARIO, PASIG CITY
R E P U B L I C O F T H E P H I L I P P I N E SD E P A R T M E N T O F P U B L I C W O R K S A N D H I G H W A Y S
N A T I O N A L C A P I T A L R E G I O N
UPGRADING OF ROADS/REHABILITATION OF DRAINAGE SYSTEM ATBARANGAY PINAGBUHATAN, PASIG CITY
V I C I N I T Y M A P
SHEET CONTENT: SHEET NO.:CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY:PREPARED BY:PROJECT/LOCATION:
UPGRADING OF ROADS/REHABILITATION OFDRAINAGE SYSTEM AT BARANGAY
PINAGBUHATAN, PASIG CITYAS INDICATED
1EULOGIO V. YDIO
OIC/ASST. DISTRICT ENGINEERROBERTO S. NICOLAS
DISTRICT ENGINEER
LUISITO C. PONCIANOOIC-CHIEF PLANNING & DESIGN SECTION
ENGINEER III
WALTER N. MICOLETAENGINEERING ASSISTANT
ANTONIO J. SARDEAENGINEER II
NAME OF PROJECT/LOCATION:
C:\Users\nilda\Desktop\charles updated cadd files\2013\VICINITY MAPS\PINAGBUHATAN PASIG CITY.jpg
SITE
6
R E P U B L I C O F T H E P H I L I P P I N E SD E P A R T M E N T O F P U B L I C W O R K S A N D H I G H W A Y S
N A T I O N A L C A P I T A L R E G I O N
STATIONING
EXISTING GRADE ELEVATION
DESIGN INVERT ELEVATION
20.00
19.00
18.00
17.00
0+00
020
.01
16.00
LEGEND:
-
P R O F I L E :
SCALE:HOR:VERT:
1:10001:50
P L A N :
FINISH GRADE ELEVATION 19.5
2
EL
EV
AT
IO
N
0+02
019
.93
19.4
1
0+04
019
.64
19.3
0
0+06
019
.08
19.0
3
0+08
017
.75
18.7
6
0+10
018
.42
18.4
9
0+12
017
.98
18.4
416
.98
0+14
018
.10
18.3
916
.99
0+16
018
.24
18.3
517
.04
0+18
018
.26
18.3
017
.08
SCALE:HOR:VERT:
1:10001:50
0+20
018
.29
18.2
917
.13
S1 = 0.55%S2 = 0.27%
S3 = 0.23%
15.00
EXISTING GRADE ELEVATION
EXISTING GRADE ELEVATION
FINISH GRADE ELEVATION
FINISH GRADE ELEVATION
N A P I N D A N R I V E R
G. D
EL
PIL
AR
LAP
U -
LAP
U
GA
BR
IELA
SIL
AN
G
MA
LVA
R
EXISTING BOX CULVER
VIR
GIN
IA
ELE
NIO
S
GE
OR
GIA
TAN
DA
NG
SO
RA
C-6
TA
GU
IG
TAYT
AY
BEG. OF PROJECT(DRAINAGE)STA. 0+120
END OF PROJECT(DRAINAGE/CONCRETING)
STA. 0+200
PROPOSED CHB WALL LINED CANAL
- CONSTRUCTION OF RCM FOR 24"Ø RCCP
- INSTALLATION OF 610mmØ RCCP (24"ØRCCP)
- FLOW OF WATER
REPUBLIC OF THE PHILIPPINES
NATIONAL CAPITAL REGION
FIRST METRO MANILA ENGINEERING DISTRICT
WEST BANK ROAD, MANGGAHAN FLOODWAY
ROSARIO, PASIG CITY
SHEET CONTENT: SHEET NO.:CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY:PREPARED BY:PROJECT/LOCATION:
UPGRADING OF ROADS/REHABILITATION OFDRAINAGE SYSTEM AT BARANGAY
PINAGBUHATAN, PASIG CITYAS INDICATED
2
BEG. OF PROJECT(CONCRETING)
STA. 0+000
CONCRETING WORKS
- CONCRETING WORKS
EULOGIO V. YDIOOIC/ASST. DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
LUISITO C. PONCIANOOIC-CHIEF PLANNING & DESIGN SECTION
ENGINEER III
WALTER N. MICOLETAENGINEERING ASSISTANT
ANTONIO J. SARDEAENGINEER II
NAME OF PROJECT/LOCATION: UPGRADING OF ROADS/REHABILITATION OF DRAINAGE SYSTEM ATBARANGAY PINAGBUHATAN, PASIG CITY
6
R E P U B L I C O F T H E P H I L I P P I N E SD E P A R T M E N T O F P U B L I C W O R K S A N D H I G H W A Y S
N A T I O N A L C A P I T A L R E G I O N
STATIONING
EXISTING ELEVATION
TOP OF RIPRAP
19.00
18.00
17.00
0+00
0
16.00
LEGEND:
-
P R O F I L E :
SCALE:HOR:VERT:
1:10001:50
P L A N :
DESIGN ELEVATION
EL
EV
AT
IO
N
0+02
0
0+04
0
0+06
0
0+08
0
0+10
0
0+12
0
SCALE:HOR:VERT:
1:10001:50
15.00
N A P I N D A N R I V E R
G. D
EL
PIL
AR
LAP
U -
LAP
U
GA
BR
IELA
SIL
AN
G
MA
LVA
R
EXISTING SINGLE BARREL RCBC
VIR
GIN
IA
ELE
NIO
S
GE
OR
GIA
TAN
DA
NG
SO
RA
C-6
TA
GU
IG
TAYT
AY
BEG. OF PROJECT(RIPRAPPING)
STA. 0+000
END OF PROJECT(RIPRAPPING)
STA. 0+150
CONSTRUCTION OF GROUTED RIPRAP
- FLOW OF WATER
16.4
9
16.4
6
16.4
3
16.4
1
16.3
8
16.3
5
16.3
2
19.4
9
19.4
6
19.4
3
19.4
1
19.3
8
19.3
5
19.3
2
14.00
17.5
0
17.4
2
17.6
3
17.5
8
17.4
0
17.4
0
17.5
2
0+14
017
.67
16.2
7
EXISTING ELEVATION EXISTING ELEVATION EXISTING ELEVATION
DESIGN INVERT ELEVATION DESIGN INVERT ELEVATION DESIGN INVERT ELEVATION
S2 = 0.160%
- DESILTING WORKS
19.2
7
TOP OF RIPRAP TOP OF RIPRAP
REPUBLIC OF THE PHILIPPINES
NATIONAL CAPITAL REGION
FIRST METRO MANILA ENGINEERING DISTRICT
WEST BANK ROAD, MANGGAHAN FLOODWAY
ROSARIO, PASIG CITY
SHEET CONTENT: SHEET NO.:CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY:PREPARED BY:PROJECT/LOCATION:
UPGRADING OF ROADS/REHABILITATION OFDRAINAGE SYSTEM AT BARANGAY
PINAGBUHATAN, PASIG CITYAS INDICATED
3
EXISTING SINGLE BARREL RCBC
0+15
017
.75
16.2
519
.25
EULOGIO V. YDIOOIC/ASST. DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
LUISITO C. PONCIANOOIC-CHIEF PLANNING & DESIGN SECTION
ENGINEER III
WALTER N. MICOLETAENGINEERING ASSISTANT
ANTONIO J. SARDEAENGINEER II
NAME OF PROJECT/LOCATION: UPGRADING OF ROADS/REHABILITATION OF DRAINAGE SYSTEM ATBARANGAY PINAGBUHATAN, PASIG CITY
6
REPUBLIC OF THE PHILIPPINES
NATIONAL CAPITAL REGION
FIRST METRO MANILA ENGINEERING DISTRICT
WEST BANK ROAD, MANGGAHAN FLOODWAY
ROSARIO, PASIG CITY
SHEET CONTENT: SHEET NO.:CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY:PREPARED BY:PROJECT/LOCATION:
UPGRADING OF ROADS/REHABILITATION OFDRAINAGE SYSTEM AT BARANGAY
PINAGBUHATAN, PASIG CITYAS INDICATED
4
0 + 000
EXISTING GRADE ELEVATION = 20.01
CL1234 1 2 3 4
FINISH GRADE ELEVATION = 19.52
56 5 6
0 + 020
= 19.93
CL1234 1 2 3 4
= 19.41
56 5 6
0 + 040
= 19.64
CL1234 1 2 3 4
= 19.30
56 5 6
0 + 060
= 19.08
CL1234 1 2 3 4
= 19.03
56 5 6
0 + 080
= 17.75
CL1234 1 2 3 4
= 18.76
56 5 6
0 + 100
= 18.42
CL1234 1 2 3 4
= 18.49
56 5 6
0 + 120
CL1234 1 2 3 456 5 6
0 + 140
CL1234 1 2 3 456 5 6
0 + 160
CL1234 1 2 3 456 5 6
0 + 180
CL1234 1 2 3 456 5 6
0 + 200
CL1234 1 2 3 456 5 6
EXISTING GRADE ELEVATIONFINISH GRADE ELEVATION
EXISTING GRADE ELEVATIONFINISH GRADE ELEVATION
EXISTING GRADE ELEVATIONFINISH GRADE ELEVATION
EXISTING GRADE ELEVATIONFINISH GRADE ELEVATION
EXISTING GRADE ELEVATIONFINISH GRADE ELEVATION
= 17.98= 18.44
EXISTING GRADE ELEVATIONFINISH GRADE ELEVATION
= 16.98DESIGN INVERT ELEVATION
= 18.10= 18.39
EXISTING GRADE ELEVATIONFINISH GRADE ELEVATION
= 16.99DESIGN INVERT ELEVATION
= 18.26= 18.30
EXISTING GRADE ELEVATIONFINISH GRADE ELEVATION
= 17.08DESIGN INVERT ELEVATION
= 18.24= 18.35
EXISTING GRADE ELEVATIONFINISH GRADE ELEVATION
= 17.04DESIGN INVERT ELEVATION
= 18.29= 18.29
EXISTING GRADE ELEVATIONFINISH GRADE ELEVATION
= 17.13DESIGN INVERT ELEVATION
EXISTING RCBC
EXISTING RCBC
EXISTING RCBC
EXISTING RCBC
EXISTING RCBC
16.00
17.00
18.00
19.00
20.00
21.00
16.00
17.00
18.00
19.00
20.00
21.00
16.00
17.00
18.00
19.00
20.00
21.00
16.00
17.00
18.00
19.00
20.00
21.00
17.00
18.00
19.00
20.00
21.00
16.00
15.00
17.00
18.00
19.00
20.00
16.00
15.00
EULOGIO V. YDIOOIC/ASST. DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
LUISITO C. PONCIANOOIC-CHIEF PLANNING & DESIGN SECTION
ENGINEER III
WALTER N. MICOLETAENGINEERING ASSISTANT
ANTONIO J. SARDEAENGINEER II
14.00
17.00
18.00
19.00
20.00
16.00
15.00
14.00
17.00
18.00
19.00
20.00
16.00
15.00
17.00
18.00
19.00
20.00
16.00
15.00
17.00
18.00
19.00
20.00
16.00
15.00
6
0 + 000
EXISTING ELEVATION = 17.50
CL1234 1 2 3 4
DESIGN INVERT ELEVATION = 16.49
Acut = 3.99
0 + 020
EXISTING ELEVATION = 17.42DESIGN INVERT ELEVATION = 16.46
Acut = 3.71
0 + 040
EXISTING ELEVATION = 17.63DESIGN INVERT ELEVATION = 16.43
Acut = 4.44
0 + 060
EXISTING ELEVATION = 17.58DESIGN INVERT ELEVATION = 16.41
Acut = 4.29
0 + 080
EXISTING ELEVATION = 17.40DESIGN INVERT ELEVATION = 16.38
Acut = 3.55
0 + 100
EXISTING ELEVATION = 17.40DESIGN INVERT ELEVATION = 16.35
Acut = 3.65
0 + 120
EXISTING ELEVATION = 17.52DESIGN INVERT ELEVATION = 16.32
Acut = 4.44
0 + 140
EXISTING ELEVATION = 17.67DESIGN INVERT ELEVATION = 16.27
Acut = 6.05
CL1234 1 2 3 4
CL1234 1 2 3 4
CL1234 1 2 3 4
CL1234 1 2 3 4
CL1234 1 2 3 4
CL1234 1 2 3 4
CL1234 1 2 3 4
0.50 5.00m 0.50 ±3.00m
PCCP (0.23m thk, 7 - DAYS)
(0.15m thk) AGGREGATE SUB BASECOURSE
EXISTING GROUTED RIPRAP
AREA TO BE DESILTED
PCCP (0.23m thk, 7 - DAYS)
(0.15m thk) AGGREGATE SUB BASECOURSE
TYPICAL SECTION
PROPOSED GROUTED RIPRAP
0.10m thk LEAN CONCRETE
ITEM 505: GROUTED RIPRAP
PROVIDE WEEP HOLES @ EVERY2.00m O.C. STAGGERED
NAPINDAN RIVER
0.70 3.30m
4.00m
EXISTING GROUTED RIPRAP
PCCP (0.15m thk, 7 - DAYS)
AGGREGATE SUB BASE COURSE
RESIDENTIALHOUSES
PROPOSED CHB WALL LINED CANAL
A
TYPICAL ROADWAY SECTIONG. DEL PILARLAPU - LAPU
GRABIELA SILANGMALVAR
TANDANG SORAVIRGINIAELENIOSGEORGIA
REPUBLIC OF THE PHILIPPINES
NATIONAL CAPITAL REGION
FIRST METRO MANILA ENGINEERING DISTRICT
WEST BANK ROAD, MANGGAHAN FLOODWAY
ROSARIO, PASIG CITY
SHEET CONTENT: SHEET NO.:CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY:PREPARED BY:PROJECT/LOCATION:
UPGRADING OF ROADS/REHABILITATION OFDRAINAGE SYSTEM AT BARANGAY
PINAGBUHATAN, PASIG CITYAS INDICATED
5
16.00
17.00
18.00
15.00
16.00
17.00
18.00
15.00
16.00
17.00
18.00
15.00
16.00
17.00
18.00
15.00
16.00
17.00
18.00
15.00
16.00
17.00
18.00
15.00
16.00
17.00
18.00
15.00
16.00
17.00
18.00
15.00
RESIDENTIALHOUSES
0 + 150
EXISTING ELEVATION = 17.75DESIGN INVERT ELEVATION = 16.25
Acut = 6.59
CL1234 1 2 3 4
16.00
17.00
18.00
15.00
19.00
19.00
19.00
19.00
19.00
19.00
19.00
19.00
19.00
EULOGIO V. YDIOOIC/ASST. DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
LUISITO C. PONCIANOOIC-CHIEF PLANNING & DESIGN SECTION
ENGINEER III
WALTER N. MICOLETAENGINEERING ASSISTANT
ANTONIO J. SARDEAENGINEER II
6
0.25 0.20 610mmØ RCCP 0.20 0.25
0.25
0.30
0.20
0.50
610mmØ RCCP
CONC. COVER
LIFTING HOOK
2 12 x 2 12 ANGLE BAR
12MMØ@0.25M O.C.
12mmØ @ 0.20m O.C.
24"Ø RCCP
1.50m
1.85
m
0.50 5.00m 1.50
7.00m
PCCP (0.23m thk, 7 - DAYS)
(0.15m thk) AGGREGATE SUB BASECOURSE
EXISTING GROUTED RIPRAP
B
TYPICAL ROADWAY SECTIONSTA 0 + 120 - STA 0 + 200
PROPOSED RCM w/610mmØ RCCP
NAPINDAN RIVER
0.50 5.00m 0.50
ITEM 505: GROUTED RIPRAP
PROVIDE WEEP HOLES @ EVERY2.00m O.C. STAGGERED
NAPINDAN RIVER
TYPICAL ROADWAY SECTIONSTA 0 + 010 - STA 0 +100
PCCP (0.23m thk, 7 - DAYS)
(0.15m thk) AGGREGATE SUB BASECOURSE
EXISTING GROUTED RIPRAP
0.10m thk LEAN CONCRETE
D E T A I L O F R C M ( S E C T I O N B )
0.15 0.40 0.15
0.70m
0.15
±0.60m
0.10
5 -12mmØ (LONG) w/ 12mmØHORIZONTAL BARS
6" CHB PROVIDED w/ 12mmØ HORIZONTALBARS @ EVERY 2 LAYERS
3 - 12mmØ (LONG) w/ 12mmØU - BAR @ 0.60m O.C.
SCALE: NTS
DETAIL OF CHB WALL L INED CANAL (SECTION A )
SCALE: NTS
AREA TO BE DESILTED
PCCP (0.23m thk, 7 - DAYS)
(0.15m thk) AGGREGATE SUB BASECOURSE
ITEM 505: GROUTED RIPRAP
PROVIDE WEEP HOLES @ EVERY2.00m O.C. STAGGERED
EXISTING GROUTED RIPRAP
0.50
0.50
3.00
m0.
50
1.00 0.50
1.50m
4.00
m
±3.00m 0.50
TYPICAL SECTIONL = 135.00 L.M.
REPUBLIC OF THE PHILIPPINES
NATIONAL CAPITAL REGION
FIRST METRO MANILA ENGINEERING DISTRICT
WEST BANK ROAD, MANGGAHAN FLOODWAY
ROSARIO, PASIG CITY
EULOGIO V. YDIOOIC/ASST. DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
LUISITO C. PONCIANOOIC-CHIEF PLANNING & DESIGN SECTION
ENGINEER III
WALTER N. MICOLETAENGINEERING ASSISTANT
SHEET CONTENT: SHEET NO.:CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY:PREPARED BY:PROJECT/LOCATION:
UPGRADING OF ROADS/REHABILITATION OFDRAINAGE SYSTEM AT BARANGAY
PINAGBUHATAN, PASIG CITYAS INDICATED
6
EXISTING SINGLE BARREL RCBC
ANTONIO J. SARDEAENGINEER II
R E P U B L I C O F T H E P H I L I P P I N E SD E P A R T M E N T O F P U B L I C W O R K S A N D H I G H W A Y S
N A T I O N A L C A P I T A L R E G I O N
NAME OF PROJECT/LOCATION: UPGRADING OF ROADS/REHABILITATION OF DRAINAGE SYSTEM ATBARANGAY PINAGBUHATAN, PASIG CITY
6
REPUBLIC OF THE PHILIPPINES
NATIONAL CAPITAL REGION
FIRST METRO MANILA ENGINEERING DISTRICT
WEST BANK ROAD, MANGGAHAN FLOODWAY
ROSARIO, PASIG CITY
NAME OF PROJECT/LOCATION:
UPGRADING OF ROADS/REHABILITATION OF DRAINAGE SYSTEM ATBARANGAY PINAGBUHATAN, PASIG CITY
