SUBIC BAY METROPOLITAN AUTHORITY BLDG. 229 …brms.e-subicbay.com/docs/bids/304/Qe3... · mains,...
Transcript of SUBIC BAY METROPOLITAN AUTHORITY BLDG. 229 …brms.e-subicbay.com/docs/bids/304/Qe3... · mains,...
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NSD ROAD REHABILITATION
PROJECT PHASE 3
SUBIC BAY METROPOLITAN AUTHORITY
AutoCAD SHX TextBLDG. 229 WATERFRONT ROAD, SUBIC BAY FREEPORT ZONE
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ARGO
NAUT
HIG
HWAY
RIZAL HIGHWAY
ENGINEERING
PROJECT TITLE: SHEET NO.
LOCATION: SUBIC BAY FREEPORT ZONE
NSD ROAD REHABILITATION
PROJECT PHASE 3
G-1
1 OF 10
DRAFTED/ CADD:
DESIGNED:
MDD / RGH
MDD / AMM
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DEPARTMENT
SUBIC BAY
METROPOLITAN
AUTHORITY
CHECKED BY: REVIEWED BY: RECOMMENDED: APPROVED:
EDISON D. ICO
CHIEF - PDD DA FOR PWTSG
MARCO A. ESTABILLOGARY P. FERNANDEZ
MNGR-ENG'G DEPT.
ATTY. WILMA T. EISMA
CHAIRPERSON & ADMINISTRATOR
SCALEA
G-1 G-1
VICINITY MAP
JEROME M. MARTINEZ
GEN. MANAGER, SEAPORT DEPT.
NTS
SATISFACTORY TO:
N
LAYOUT MAP
THIS
SITE
INDEX OF DRAWINGS
COVER PAGE
VICINITY MAP, LOCATION MAP, INDEX OF DRAWINGS
GENERAL NOTES, SUMMARY OF QUANTITIES
SITE DEVELOPMENT PLAN (BLOCKS AREA)
TYPICAL SECTION OF PCCP PAVEMENT (A)
TYPICAL SECTION OF PCCP PAVEMENT (B)
CONCRETE PAVEMENT PLAN
TITLE / DESCRIPTION SHEET NO.
G-1
SITE DEVELOPMENT PLAN (YELLOW LANE AREA)
G-2
B-1
B-2
B-3
B-4
C-1
C-2
C-3
PROJECT SIGNBOARD DETAILSSB-1
SITE PLAN FOR REMOVAL WORKS (BLOCKS AREA)
SITE PLAN FOR REMOVAL WORKS (YELLOW LANE AREA)
AutoCAD SHX TextPUBLIC WORKS & TECHNICAL SERVICES GROUP BLDG. 255 BARRYMAN ROAD, SUBIC BAY FREEPORT ZONE
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ENGINEERING
PROJECT TITLE: SHEET NO.
LOCATION: SUBIC BAY FREEPORT ZONE
NSD ROAD REHABILITATION
PROJECT PHASE 3
G-2
2 OF 10
DRAFTED/ CADD:
DESIGNED:
MDD / RGH
MDD / AMM
T
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A
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DEPARTMENT
SUBIC BAY
METROPOLITAN
AUTHORITY
CHECKED BY: REVIEWED BY: RECOMMENDED: APPROVED:
EDISON D. ICO
CHIEF - PDD DA FOR PWTSG
MARCO A. ESTABILLOGARY P. FERNANDEZ
MNGR-ENG'G DEPT.
ATTY. WILMA T. EISMA
CHAIRPERSON & ADMINISTRATOR
JEROME M. MARTINEZ
GEN. MANAGER, SEAPORT DEPT.
SATISFACTORY TO:
GENERAL NOTES:
A. SPECIFICATIONS:
THE SPECIFICATIONS OF ITEMS WORK FOR THIS
PROJECT SHALL BE THE DPWH STANDARD
SPECIFICATIONS FOR HIGHWAYS, BRIDGES & AIRPORTS
2013 EDITION VOLUME II OR SPECIAL PROVISION AS
PRESENTED IN THE TENDER DOCUMENTS OF THE
PROJECT.
B. AS-STAKED PLAN
BEFORE THE START OF ACTUAL CONSTRUCTION, THE
AS-STAKED PLAN SHOULD BE SUBMITTED TO
ENGINEERING DEPARTMENT IN ORDER THAT IMMEDIATE
STEPS THAT MAY BE UNDERTAKEN TO CORRECT OR
ADJUST APPREACIABLE DEVIATION THERE MAY BE FROM
THE ORIGINAL PLAN.
THESE PLAN ARE INTENDED FOR BIDDING AND
CONTRACTING PURPOSES AND THE REQUIRED SURVEY
DATA AND TECHNICAL INFORMATION IN ACCORDANCE
WITH DPWH GUIDELINES WILL BE DETERMINED /
VERIFIED DURING PRE-CONSTRUCTION SURVEY. THE
BASIS OF THE IMPLEMENTATION SHALL BE THE
"AS-STAKED PLAN".
C. REMOVAL OF EXISTING STRUCTURES, OBSTRUCTIONS
AND MISCELLANEOUS ROADWAY STRUCTURES
C.1 PORTIONS OF EXISTING UTILITIES, SUCH AS WATER
MAINS, IRRIGATION CHANNELS, TELEPHONE POST AND
TRUNK LINES, ETC. THAT MAY CAUSE OBSTRUCTION TO
THE CONSTRUCTION OF THIS PROJECT SHALL BE
RELOCATED BY THE ENTITY OR OWNER CONCERNED.
EXTREME PRECAUTIONS SHALL BE EXERCISED BY THE
CONTRACTOR NOT TO DAMAGE ANY SECTION OF THE
EXISTING PUBLIC UTILITIES DURING CONSTRUCTION,
ANY DAMAGE THEREOF SHALL BE ON THE ACCOUNT OF
THE CONTRACTOR.
C.2 ANY REMOVAL OF MISCELLANEOUS STRUCTURES
THAT MAY BE REQUIRED INCLUDING ANY EXISTING
CONCRETE PAVEMENT AFFECTED BY THE PROPOSED
GRADE AND / OR ALIGNMENT SHALL BE CONSIDERED AS
SUBSIDIARY WORK PERTAINING TO OTHER CONTRACT
ITEMS. NO DIRECT PAYMENT SHALL BE MADE FOR THIS
WORK EXCEPT FOR SPECIFIC ITEMS EXPLICITLY
IDENTIFIED FOR PAYMENT IN THE BID SCHEDULE.
C.3 CUTTING AND TRIMMINGS OF TREES SHALL BE IN
ACCORDANCE WITH THE SBMA GUIDELINES FOR
ALLOWABLE TREE CUTTING AND TRIMMING WITHIN SUBIC
BAY FREEPORT ZONE.
D. CONCRETING
D.1 MATERIALS & WORKMANSHIP SHALL CONFORM WITH
THE DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS,
BRIDGES & AIRPORTS 2013 EDITION VOLUME II.
D.2 CONSTRUCTION (CONTACT) JOINTS ARE FORMED
WHEN CONCRETE ON THE ONE SIDE OF THE JOINT IS
POURED AHEAD & ALLOWED TO SET BEFORE POURING ON
THE OTHER SIDE.
D.3 AT CONSTRUCTION JOINTS (LONGITUDINAL OR
TRAVERSE) CARE SHOULD BE TAKEN THAT NO CONCRETE
FROM THE LAST SLAB FACE OVERHANGS ANY PORTION
OF THE LAST SLAB.
D.4 TIE BARS SHOULD BE DEFORMED STEEL BARS, ALL
DOWEL BARS SHALL BE SMOOTH ROUND STEEL.
D.5 TYPE OF WEAKEND PLANE JOINT TO BE USED SHALL
BE AS SPECIFIED IN THE PLANS AND ONLY ONE TYPE
SHALL BE USED FOR THE WHOLE PROJECT.
D.6 FORMS SHALL BE OF STEEL, OF AN APPROVED
SECTION, AND DEPTH EQUAL TO THE THICKNESS OF THE
PAVEMENT AT THE EDGE.
D.7 ATLEAST SIX (6) SUCCESSIVE DOWELED BUTT JOINTS
AT NORMAL JOINT SPACING SHALL BE PROVIDED BEFORE
OR AFTER AN EXPANSION JOINT.
D.8 THE GROOVE OR CRACK ABOVE JOINT (LONGITUDINAL
OR TRAVERSE) SHALL BE SEALED WITH 30-50
PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID
RUBBER COMPOUND. AFTER THE CONCRETE HAD BEEN
CURED & BEFORE OPENING THE PAVEMENT TO TRAFFIC.
PENETRATION ASPHALT SEAL OR CONCRETE PAVEMENT
SHOULD BE POURED IN SUCH A MANNER THAT SPILLING
WILL BE ELIMINATED / PREVENTED THUS, PROVIDE A
SMOOTH LEVELING SURFACE.
D.9 ALL TRAVERSE JOINTS, EXCEPT CONSTRUCTION
JOINT SHALL BE CONTINIOUS FROM EDGE TO EDGE.
D.10 ALL LONGITUDINAL JOINTS SHALL MEET AT
INTERSECTION WITH NO GAPS & OFFSETS.
AutoCAD SHX TextPUBLIC WORKS & TECHNICAL SERVICES GROUP BLDG. 255 BARRYMAN ROAD, SUBIC BAY FREEPORT ZONE
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BLDG. 1074
BLOCK B
BLDG 1022
BLOCK C
BLDG 1027NEW
WAREHOUSE
BLOCK D
BLDG. 1
076
BLDG. 1
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BLDG 1034
BLOCK J
BLOCK F BLOCK H BLOCK I
BLOCK E
MSTSIWAREHOUSE
BLD
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BLOCK K
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ELECT. POST
ELEC. MAIN
FIRE HYDRANT
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SEWERAGE MANHOLE
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EX - EXISTING
EP - ELECT. POST
EM - ELEC. MAIN
FH - FIRE HYDRANT
TMH - TELEPHONE MANHOLE
SMH - SEWERAGE MANHOLE
GH - GUARDHOUSE
CP - CONCRETE POST
WP - WOODEN POST
SIM - SURFACE INLET MANHOLE
CIM - CURB INLET MANHOLE
CB - CATCH BASIN
MH - MANHOLE
BLDG 1026
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A.2
EX-ROAD NETWORK PHASE 1
EX-ROAD NETWORK PHASE 2
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B.3B.2
B.4
B.5
B.6
B.7B.8B.9
B.10
B.11B.12
C.2C.3
C.4
C.5
C.6C.7
C.8
C.9
C.10
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(J.1)
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ENGINEERING
PROJECT TITLE: SHEET NO.
LOCATION: SUBIC BAY FREEPORT ZONE
NSD ROAD REHABILITATION
PROJECT PHASE 3
B-1
3 OF 10
DRAFTED/ CADD:
DESIGNED:
MDD / RGH
MDD / AMM
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DEPARTMENT
SUBIC BAY
METROPOLITAN
AUTHORITY
CHECKED BY: REVIEWED BY: RECOMMENDED: APPROVED:
EDISON D. ICO
CHIEF - PDD DA FOR PWTSG
MARCO A. ESTABILLOGARY P. FERNANDEZ
MNGR-ENG'G DEPT.
ATTY. WILMA T. EISMA
CHAIRPERSON & ADMINISTRATOR
N
SCALEA
B-1 B-1
SITE DEVELOPMENT PLAN (BLOCKS AREA)
JEROME M. MARTINEZ
GEN. MANAGER, SEAPORT DEPT.
SATISFACTORY TO:
SEE SECTION
AB-1 C-1
SEE SECTIONB
B-1 C-2
NTS
NOTE:
EXISTING PAVEMENT TO BE
REPAVED WITH NEW 300MM
THICK PCCP. ELEVATION TO
MATCH WITH EXISTING (SEE C-3)
NOTIFY ENGINEERING
DEPARTMENT PRIOR TO
IMPLEMENTATION / LAYOUT OF
PROJECT ON SITE.
EXTREME PRECAUTION SHALL
BE EXERCISED BY THE
CONTRACTOR NOT TO DAMAGE
ANY SECTION OF THE EXISTING
STRUCTURES DURING
CONSTRUCTION, ANY DAMAGE
THEREOF SHALL BE ON THE
ACCOUNT OF THE
CONTRACTOR.
REFER TO ENGINEERING
DEPARTMENT FOR SITE
REFERENCES.
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AutoCAD SHX TextPUBLIC WORKS & TECHNICAL SERVICES GROUP BLDG. 255 BARRYMAN ROAD, SUBIC BAY FREEPORT ZONE
-
BLD
G.
10
55
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ELECT. POST
ELEC. MAIN
FIRE HYDRANT
TELEPHONE MANHOLE
SEWERAGE MANHOLE
TREE
LIFT STATION
EX - EXISTING
EP - ELECT. POST
EM - ELEC. MAIN
FH - FIRE HYDRANT
TMH - TELEPHONE MANHOLE
SMH - SEWERAGE MANHOLE
GH - GUARDHOUSE
CP - CONCRETE POST
WP - WOODEN POST
SIM - SURFACE INLET MANHOLE
CIM - CURB INLET MANHOLE
CB - CATCH BASIN
MH - MANHOLE
PCCP
A.2
EX-ROAD NETWORK PHASE 1
EX-ROAD NETWORK PHASE 2
B.6
B.11
B.12
C.8
C.9
E.2
E.2
E.4
E.5
E.6
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CIM
CIM
CIM
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EX-CB
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ARGO
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HIG
HWAY
RIZAL HIGHWAY
ENGINEERING
PROJECT TITLE: SHEET NO.
LOCATION: SUBIC BAY FREEPORT ZONE
NSD ROAD REHABILITATION
PROJECT PHASE 3
B-2
4 OF 10
DRAFTED/ CADD:
DESIGNED:
MDD / RGH
MDD / AMM
T
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A
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DEPARTMENT
SUBIC BAY
METROPOLITAN
AUTHORITY
CHECKED BY: REVIEWED BY: RECOMMENDED: APPROVED:
EDISON D. ICO
CHIEF - PDD DA FOR PWTSG
MARCO A. ESTABILLOGARY P. FERNANDEZ
MNGR-ENG'G DEPT.
ATTY. WILMA T. EISMA
CHAIRPERSON & ADMINISTRATOR
N
SCALE1
B-2 B-2
SITE DEVELOPMENT PLAN (YELLOW LANE)
JEROME M. MARTINEZ
GEN. MANAGER, SEAPORT DEPT.
SATISFACTORY TO:
NTS
KEY MAP
NOTE:
EXISTING PAVEMENT TO BE REPAVED WITH
NEW 300MM THICK PCCP. ELEVATION TO
MATCH WITH EXISTING (SEE C-3)
NOTIFY ENGINEERING DEPARTMENT PRIOR
TO IMPLEMENTATION / LAYOUT OF PROJECT
ON SITE.
EXTREME PRECAUTION SHALL BE
EXERCISED BY THE CONTRACTOR NOT TO
DAMAGE ANY SECTION OF THE EXISTING
STRUCTURES DURING CONSTRUCTION, ANY
DAMAGE THEREOF SHALL BE ON THE
ACCOUNT OF THE CONTRACTOR.
REFER TO ENGINEERING DEPARTMENT FOR
SITE REFERENCES.
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AutoCAD SHX TextPUBLIC WORKS & TECHNICAL SERVICES GROUP BLDG. 255 BARRYMAN ROAD, SUBIC BAY FREEPORT ZONE
-
BLDG. 1074
BLDG 1026
BLOCK A BLOCK B
BLDG 1022
BLOCK C
BLDG 1027NEW
WAREHOUSE
BLOCK D
BLDG. 1
076
BLDG. 1
075
BLDG 1034
BLOCK J
BLOCK F BLOCK H BLOCK I
BLOCK E
MSTSIWAREHOUSE
BL
DG
.
1055
C.5
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GH
1
2
EM
EX
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TIN
G S
LA
B
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PA
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EM
EM
1
BLOCK K
EM
AMERASIAWAREHOUSE
1
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11A
20A
32B
32A
32C
LOADING
DOCK
ELECT. POST
ELEC. MAIN
FIRE HYDRANT
TELEPHONE MANHOLE
SEWERAGE MANHOLE
TREE
LIFT STATION
ABBREVIATION :
EX - EXISTING
TMH - TELEPHONE MANHOLE
SMH - SEWERAGE MANHOLE
GH - GUARDHOUSE
CP - CONCRETE POST
WP - WOODEN POST
SIM - SURFACE INLET MANHOLE
CIM - CURB INLET MANHOLE
CB - CATCH BASIN
MH - MANHOLE
LEGEND:
32A.1
NOTES:
TREES WITH DIAMETER OF LESS THAN
0.15M AND ALL VEGETATED AREAS SHALL
BE INCLUDED IN ITEM 100 (2) - CLEARING
AND GRUBBING.
REFER TO ENGINEERING DEPARTMENT
FOR ACTUAL SITE LOCATIONS.
ENGINEERING
PROJECT TITLE: SHEET NO.
LOCATION: SUBIC BAY FREEPORT ZONE
NSD ROAD REHABILITATION
PROJECT PHASE 3
B-3
5 OF 10
DRAFTED/ CADD:
DESIGNED:
MDD / RGH
MDD / AMM
T
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A
P
G
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I
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P
W
G
N
D
DEPARTMENT
SUBIC BAY
METROPOLITAN
AUTHORITY
CHECKED BY: REVIEWED BY: RECOMMENDED: APPROVED:
EDISON D. ICO
CHIEF - PDD DA FOR PWTSG
MARCO A. ESTABILLOGARY P. FERNANDEZ
MNGR-ENG'G DEPT.
ATTY. WILMA T. EISMA
CHAIRPERSON & ADMINISTRATOR
JEROME M. MARTINEZ
GEN. MANAGER, SEAPORT DEPT.
SATISFACTORY TO:
SCALE NTSA
B-3 B-3
SITE PLAN FOR REMOVAL WORKS (BLOCKS AREA)
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AutoCAD SHX TextPUBLIC WORKS & TECHNICAL SERVICES GROUP BLDG. 255 BARRYMAN ROAD, SUBIC BAY FREEPORT ZONE
-
ARGO
NAUT
HIG
HWAY
RIZAL HIGHWAY
BLD
G.
10
55
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ELECT. POST
ELEC. MAIN
FIRE HYDRANT
TELEPHONE MANHOLE
SEWERAGE MANHOLE
TREE
LIFT STATION
EX - EXISTING
EP - ELECT. POST
EM - ELEC. MAIN
FH - FIRE HYDRANT
TMH - TELEPHONE MANHOLE
SMH - SEWERAGE MANHOLE
GH - GUARDHOUSE
CP - CONCRETE POST
WP - WOODEN POST
SIM - SURFACE INLET MANHOLE
CIM - CURB INLET MANHOLE
CB - CATCH BASIN
MH - MANHOLE
PCCP
A.2
EX-ROAD NETWORK PHASE 1
EX-ROAD NETWORK PHASE 2
B.6
B.9
B.11
B.12
C.8
C.9
E.2
E.2
E.4
E.5
E.6
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ENGINEERING
PROJECT TITLE: SHEET NO.
LOCATION: SUBIC BAY FREEPORT ZONE
NSD ROAD REHABILITATION
PROJECT PHASE 3
B-4
6 OF 10
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DESIGNED:
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MDD / AMM
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DEPARTMENT
SUBIC BAY
METROPOLITAN
AUTHORITY
CHECKED BY: REVIEWED BY: RECOMMENDED: APPROVED:
EDISON D. ICO
CHIEF - PDD DA FOR PWTSG
MARCO A. ESTABILLOGARY P. FERNANDEZ
MNGR-ENG'G DEPT.
ATTY. WILMA T. EISMA
CHAIRPERSON & ADMINISTRATOR
N
SCALE1
B-4 B-4
SITE PLAN FOR REMOVAL WORKS (YELLOW LANE AREA)
JEROME M. MARTINEZ
GEN. MANAGER, SEAPORT DEPT.
SATISFACTORY TO:
NTS
KEY MAP
AutoCAD SHX TextS
AutoCAD SHX TextLEGEND :
AutoCAD SHX TextLEGEND :
AutoCAD SHX TextEM
AutoCAD SHX TextT
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AutoCAD SHX TextABBREVIATION :
AutoCAD SHX TextE
AutoCAD SHX TextT
AutoCAD SHX TextE
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AutoCAD SHX TextT
AutoCAD SHX TextPUBLIC WORKS & TECHNICAL SERVICES GROUP BLDG. 255 BARRYMAN ROAD, SUBIC BAY FREEPORT ZONE
-
EXISTING SUBGRADE TO BE
COMPACTED TO 95% OF MAX DENSITY
PCCP, 300mm THK
SUBBASE COURSE, 200mm THK
100mm THK EXISTING AC PAVEMENT TO BE REMOVED
400mm THK EXISTING BASE MATERIAL TO BE REMOVED
2%2%
EXISTING SUBGRADE TO REMAIN
EXISTING WAREHOUSE
EXISTING WAREHOUSE
EXISTING
CATCH BASIN
EXISTING
CATCH BASIN
EXISTING
CATCH BASIN
C-1
7 OF 10
SHEET NO.
ENGINEERING
PROJECT TITLE:
LOCATION: SUBIC BAY FREEPORT ZONE
DRAFTED/ CADD:
DESIGNED:
MDD / RGH
MDD / AMM
T
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A
P
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G
N
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P
W
G
N
D
DEPARTMENT
SUBIC BAY
METROPOLITAN
AUTHORITY
CHECKED BY: REVIEWED BY: RECOMMENDED: APPROVED:
EDISON D. ICO
CHIEF - PDD DA FOR PWTSG
MARCO A. ESTABILLOGARY P. FERNANDEZ
MNGR-ENG'G DEPT.
ATTY. WILMA T. EISMA
ADMINISTRATOR & CEO
NSD ROAD REHABILITATION
PROJECT PHASE 3
DETAIL SECTION OF PCCP
SCALE NTS
A
C-1
REMOVAL OF EXISTING A.C. PAVEMENT
B-1
AutoCAD SHX TextPUBLIC WORKS & TECHNICAL SERVICES GROUP BLDG. 255 BARRYMAN ROAD, SUBIC BAY FREEPORT ZONE
-
EXISTING SUBGRADE TO BE
COMPACTED TO 95% OF MAX DENSITY
PCCP, 300mm THK
SUBBASE COURSE, 200mm THK
500mm THK EXISTING BASE MATERIAL TO BE REMOVED
2%2%
EXISTING SUBGRADE TO REMAIN
EXISTING
CATCH BASIN
EXISTING
CATCH BASIN
EXISTING
CATCH BASIN
NOTE: SECTION FOR BLOCK F,H & I
C-2
8 OF 10
SHEET NO.
ENGINEERING
PROJECT TITLE:
LOCATION: SUBIC BAY FREEPORT ZONE
DRAFTED/ CADD:
DESIGNED:
MDD / RGH
MDD / AMM
T
NE
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A
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R
P
W
G
N
D
DEPARTMENT
SUBIC BAY
METROPOLITAN
AUTHORITY
CHECKED BY: REVIEWED BY: RECOMMENDED: APPROVED:
EDISON D. ICO
CHIEF - PDD DA FOR PWTSG
MARCO A. ESTABILLOGARY P. FERNANDEZ
MNGR-ENG'G DEPT.
ATTY. WILMA T. EISMA
ADMINISTRATOR & CEO
NSD ROAD REHABILITATION
PROJECT PHASE 3
DETAIL SECTION OF PCCP
SCALE NTS
B
C-2
REMOVAL OF EXISTING A.C. PAVEMENT
B-1
AutoCAD SHX TextPUBLIC WORKS & TECHNICAL SERVICES GROUP BLDG. 255 BARRYMAN ROAD, SUBIC BAY FREEPORT ZONE
-
(TIE BARS)
25mmØ x 600mm @ 130mm o.c.
4500 mm4500 mm
WID
TH
in
m
m
LONGITUDINAL CONSTRUCTION JOINT
(SEE SECTION DETAIL - A)
60
0m
m
25
mm
Ø x 6
00
mm
@ 1
30
mm
o
.c.
(T
IE
B
AR
S)
1500 mm
(minimum)
TRANSVERSE CONSTRUCTION JOINT
(SEE SECTION DETAIL - C)
WEAKEND PLAIN / CONTRACTION JOINT
(SEE SECTION DETAIL - B)
25mmØ x 600mm @ 130mm o.c.
(TIE BARS)
25mm Ø Tie bar
t =
in m
m
t / 3
t / 3
t / 3
600 mm
LONGITUDINAL CONSTRUCTION JOINT
t =
200m
m
IT
EM
200
t =
in m
m
25mm Ø Tie bar
WEAKEND PLAIN / CONTRACTION JOINT
130 mm
t =
200m
m
IT
EM
200
t =
in
m
m
25mm Ø Dowel bar (plain bar)
spaced @ 130mm o.c.
t / 3
t / 3
t / 3
600 mm
TRANSVERSE CONSTRUCTION JOINT
t =
2
00
mm
IT
EM
2
00
CONCRETE PAVEMENT PLAN
SCALE NTS
A
SECTION DETAIL - A1 SECTION DETAIL - B2SECTION DETAIL - C3
C-3 C-3
ENGINEERING
PROJECT TITLE: SHEET NO.
LOCATION: SUBIC BAY FREEPORT ZONE
C-3
9 OF 10
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DEPARTMENT
SUBIC BAY
METROPOLITAN
AUTHORITY
CHECKED BY: REVIEWED BY: RECOMMENDED: APPROVED:
EDISON D. ICO
CHIEF - PDD DA FOR PWTSG
MARCO A. ESTABILLOGARY P. FERNANDEZ
MNGR-ENG'G DEPT.
ATTY. WILMA T. EISMA
CHAIRPERSON & ADMINISTRATOR
C-3 C-3
C-3 C-3C-3 C-3
NSD ROAD REHABILITATION
PROJECT PHASE 3
MDD / RGH
MDD / AMM
SCALE SCALE
SCALE NTS
NTSNTS
AutoCAD SHX TextPUBLIC WORKS & TECHNICAL SERVICES GROUP BLDG. 255 BARRYMAN ROAD, SUBIC BAY FREEPORT ZONE
-
SUBIC BAY METROPOLITAN AUTHORITY
BLDG 229 WATERFRONT ROAD, CENTRAL BUSINESS DISTRICT, SUBIC BAY FREEPORT
PROJECT :
LOCATION:
FUNDS/SOURCE/S:
NAME OF PROJECT
IMPLEMENTING AGENCY/IES :
DEVELOPMENT PARTNER/S:
BRIEF DESCRIPTION OF PROJECT :
DURATION STARTED
TARGET DATE OF
COMPLETION
PERCENTAGE OF
COMPLETION
AS OF (DATE) COST INCURRED
TO DATE
DATE COMPLETED REMARKS
P R O J E C T D A T E P R O J E C T S T A T U S
CONTRACTOR/SUPPLIER:
PROJECT DETAILS:
FOR PARTICULARS OR COMPLAINTS ABOUT THIS PROJECT, PLEASE CONTACT THE REGIONAL OFFICE OR CLUSTER WHICH
HAS AUDIT JURISDICTION ON THIS PROJECT.
COA Regional Office No./Cluster: CGS-B Water Districts andother CGS SAA'sADDRESS:
CONTACT NO: OR TEXT COA CITIZEN'S DESK AT 0915-5391-957
3" MAIN INFORMATIONHELVETICA FONT, BLACK
70 dpi RESOLUTION
8'
6" 6"
8' x 8' TARPAULIN:WHITE BACKGROUND: on2" x 4" WOOD MAIN FRAME;2" x 2" HOR'L AND VERT'L STUD
1" SUB-INFORMATION;HELVETICA FONT; BLACK70 dpi RESOLUTION
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3" MAIN INFORMATIONHELVETICA FONT, BLACK
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8'
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COST:
6"
PROJECT SIGNBOARD
SB-1
NOT
10 OF 10
TO SCALE
A
SB-1 SB-1
SHEET NO.
ENGINEERING
PROJECT TITLE:
LOCATION: SUBIC BAY FREEPORT ZONE
DRAFTED/ CADD:
DESIGNED:
MDD / RGH
MDD / AMM
T
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A
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N
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P
W
G
N
D
DEPARTMENT
SUBIC BAY
METROPOLITAN
AUTHORITY
CHECKED BY: REVIEWED BY: RECOMMENDED: APPROVED:
EDISON D. ICO
CHIEF - PDD DA FOR PWTSG
MARCO A. ESTABILLOGARY P. FERNANDEZ
MNGR-ENG'G DEPT.
ATTY. WILMA T. EISMA
ADMINISTRATOR & CEO
ROAD REHABILITATION
PROJECT 2018
AutoCAD SHX TextPUBLIC WORKS & TECHNICAL SERVICES GROUP BLDG. 255 BARRYMAN ROAD, SUBIC BAY FREEPORT ZONE
Sheets and ViewsCOVER
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