SUBIC BAY METROPOLITAN AUTHORITY BLDG. 229 …brms.e-subicbay.com/docs/bids/304/Qe3... · mains, d.8 the groove or crack above joint (longitudinalirrigation channels, telephone post

NSD ROAD REHABILITATION

PROJECT PHASE 3

SUBIC BAY METROPOLITAN AUTHORITY

AutoCAD SHX TextBLDG. 229 WATERFRONT ROAD, SUBIC BAY FREEPORT ZONE

ARGO

NAUT

HIG

HWAY

RIZAL HIGHWAY

ENGINEERING

PROJECT TITLE: SHEET NO.

LOCATION: SUBIC BAY FREEPORT ZONE


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

ENGINEERING




PROJECT PHASE 3

G-2

2 OF 10

DRAFTED/ CADD:

DESIGNED:

MDD / RGH

MDD / AMM

T

NE

M

A

P

G

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T

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T

S

I

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N

IG

N

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D

DEPARTMENT

SUBIC BAY

METROPOLITAN

AUTHORITY


EDISON D. ICO



MNGR-ENG'G DEPT.



JEROME M. MARTINEZ


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.


BLDG. 1074

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

BLD

G.

10

55

EM

WP

EM

EM

BLOCK K

EM

AMERASIAWAREHOUSE

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

BLDG 1026

BLOCK A

EM

PCCP

A.2

EX-ROAD NETWORK PHASE 1


(A.1)

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

(B.1) (C.1) (D.1) (E.1)

(J.1)

(K.1)

D.2 E.3

E.2E.2

E.4

E.5

E.6

E.7

K.2

K.3K.4

K.5

K.5

SIM SIM

SIM SIM

SIM SIM

SIM

SIM

SIM

SIM SIM

SIM SIM

SIM SIM

SIM SIM

SIM SIM

CIM CIM CIM CIM CIM CIM CIM CIM CIM CIM CIM CIM CIM

CIM

CIM

CIM

SIM SIMSIM SIM SIM

SIM

SIM SIM

SIM SIM

SIM SIM

SIM SIM

SIM SIM

SIM SIM

SIM SIM

SIM SIM

SIM SIM

SIM SIM

SIM SIM

SIM

SIM

SIM SIM

EX-CB

EX-CB

EX-CB

EX-CB

EX-CBEX-CB

EX-CB

EX-CB

EX-CB

EX-CB

EX-CB

EX-CBEX-CB

EX-CB

EX-CB

EX-CB

EX-CB

EX-CB

EX-CB

EX-CB

EX-CB

EX-CB

EX-CB

EX-CB

EX-CB

EX-SIM

EX-SIM

EX-MH

EX-CB

EX-SIM

EX-SIM

EX-SIM

EX-SIM

EX-SIM

EX-SIM EX-SIM

EX-MH

EX-MH EX-900MM Ø RCP

EX-SIM

EX-SIM

EX-SIM

EX-SIM

EX-SIM

EX-SIM

EX-SIM

EX-SIM

EX-SIM

EX-SIM

EX-CB

EX-SIM

EX-SIMEX-SIM

EX-SIM

EX-SIM

EX-SIM

EX-SIM

EX-SIM

EX-SIMEX-SIMEX-SIM

EX-SIM

EX-SIMEX-SIM

EX-SIM

EX-MH

EX-CB

CIM

CIM

CIM

E.8

ENGINEERING




PROJECT PHASE 3

B-1

3 OF 10

DRAFTED/ CADD:

DESIGNED:

MDD / RGH

MDD / AMM

T

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M

A

P

G

R

T

E

T

S

I

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N

IG

N

E

R

P

W

G

N

D

DEPARTMENT

SUBIC BAY

METROPOLITAN

AUTHORITY


EDISON D. ICO



MNGR-ENG'G DEPT.



N

SCALEA

B-1 B-1

SITE DEVELOPMENT PLAN (BLOCKS AREA)

JEROME M. MARTINEZ


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 TextLEGEND :


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AutoCAD SHX TextABBREVIATION :

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BLD

G.

10

55

EM

ELECT. POST

ELEC. MAIN

FIRE HYDRANT

TELEPHONE MANHOLE

SEWERAGE MANHOLE

TREE

LIFT STATION

EX - EXISTING

EP - ELECT. POST

EM - ELEC. MAIN

FH - FIRE HYDRANT



GH - GUARDHOUSE

CP - CONCRETE POST

WP - WOODEN POST



CB - CATCH BASIN

MH - MANHOLE

PCCP

A.2



B.6

B.11

B.12

C.8

C.9

E.2

E.2

E.4

E.5

E.6


CIM

CIM

CIM

EX-CB

EX-CB

EX-SIM

EX-SIM

EX-SIM

EX-SIM

EX-SIM EX-SIM

EX-MHEX-MH EX-900MM Ø RCP

EX-CB

CIM

CIM

CIM

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BOLLARD

FENCELINE

R

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ARGO

NAUT

HIG

HWAY

RIZAL HIGHWAY

ENGINEERING




PROJECT PHASE 3

B-2

4 OF 10

DRAFTED/ CADD:

DESIGNED:

MDD / RGH

MDD / AMM

T

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P

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I

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DEPARTMENT

SUBIC BAY

METROPOLITAN

AUTHORITY


EDISON D. ICO



MNGR-ENG'G DEPT.



N

SCALE1

B-2 B-2

SITE DEVELOPMENT PLAN (YELLOW LANE)

JEROME M. MARTINEZ


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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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

EM

GH

1

2

EM

EX

IS

TIN

G S

LA

B

KS

PA

N

EM

EM

EM

1

BLOCK K

EM

AMERASIAWAREHOUSE

1

3

2

5

6

4

7

8

9

10

10

10

10

10

11

11

12

13

15

14

16

17

18

19

19

20 20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

11A

20A

32B

32A

32C

LOADING

DOCK

ELECT. POST

ELEC. MAIN

FIRE HYDRANT

TELEPHONE MANHOLE

SEWERAGE MANHOLE

TREE

LIFT STATION

ABBREVIATION :

EX - EXISTING



GH - GUARDHOUSE

CP - CONCRETE POST

WP - WOODEN POST



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 PHASE 3

B-3

5 OF 10

DRAFTED/ CADD:

DESIGNED:

MDD / RGH

MDD / AMM

T

NE

M

A

P

G

R

T

E

T

S

I

E

E

N

IG

N

E

R

P

W

G

N

D

DEPARTMENT

SUBIC BAY

METROPOLITAN

AUTHORITY


EDISON D. ICO



MNGR-ENG'G DEPT.



JEROME M. MARTINEZ


SATISFACTORY TO:

SCALE NTSA

B-3 B-3

SITE PLAN FOR REMOVAL WORKS (BLOCKS AREA)

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AutoCAD SHX TextS

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ARGO

NAUT

HIG

HWAY

RIZAL HIGHWAY

BLD

G.

10

55

EM

ELECT. POST

ELEC. MAIN

FIRE HYDRANT

TELEPHONE MANHOLE

SEWERAGE MANHOLE

TREE

LIFT STATION

EX - EXISTING

EP - ELECT. POST

EM - ELEC. MAIN

FH - FIRE HYDRANT



GH - GUARDHOUSE

CP - CONCRETE POST

WP - WOODEN POST



CB - CATCH BASIN

MH - MANHOLE

PCCP

A.2



B.6

B.9

B.11

B.12

C.8

C.9

E.2

E.2

E.4

E.5

E.6


CIM

CIM

CIM

EX-CB

EX-CB

EX-SIM

EX-SIM

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EX-MHEX-MH EX-900MM Ø RCP

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A

N

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ENGINEERING




PROJECT PHASE 3

B-4

6 OF 10

DRAFTED/ CADD:

DESIGNED:

MDD / RGH

MDD / AMM

T

NE

M

A

P

G

R

T

E

T

S

I

E

E

N

IG

N

E

R

P

W

G

N

D

DEPARTMENT

SUBIC BAY

METROPOLITAN

AUTHORITY


EDISON D. ICO



MNGR-ENG'G DEPT.



N

SCALE1

B-4 B-4

SITE PLAN FOR REMOVAL WORKS (YELLOW LANE AREA)

JEROME M. MARTINEZ


SATISFACTORY TO:

NTS

KEY MAP

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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:


DRAFTED/ CADD:

DESIGNED:

MDD / RGH

MDD / AMM

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A

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DEPARTMENT

SUBIC BAY

METROPOLITAN

AUTHORITY


EDISON D. ICO



MNGR-ENG'G DEPT.


ADMINISTRATOR & CEO


PROJECT PHASE 3

DETAIL SECTION OF PCCP

SCALE NTS

A

C-1

REMOVAL OF EXISTING A.C. PAVEMENT

B-1


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:


DRAFTED/ CADD:

DESIGNED:

MDD / RGH

MDD / AMM

T

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DEPARTMENT

SUBIC BAY

METROPOLITAN

AUTHORITY


EDISON D. ICO



MNGR-ENG'G DEPT.


ADMINISTRATOR & CEO


PROJECT PHASE 3

DETAIL SECTION OF PCCP

SCALE NTS

B

C-2

REMOVAL OF EXISTING A.C. PAVEMENT

B-1


(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



C-3

9 OF 10

DRAFTED/ CADD:

DESIGNED:

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DEPARTMENT

SUBIC BAY

METROPOLITAN

AUTHORITY


EDISON D. ICO



MNGR-ENG'G DEPT.



C-3 C-3

C-3 C-3C-3 C-3


PROJECT PHASE 3

MDD / RGH

MDD / AMM

SCALE SCALE

SCALE NTS

NTSNTS


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

1" thk BLACK LINE

1/2" thk BLACK LINE

2" x 4" WOOD STAND

3" MAIN INFORMATIONHELVETICA FONT, BLACK

70 dpi RESOLUTION

8'

2'

COST:

6"

PROJECT SIGNBOARD

SB-1

NOT

10 OF 10

TO SCALE

A

SB-1 SB-1

SHEET NO.

ENGINEERING

PROJECT TITLE:


DRAFTED/ CADD:

DESIGNED:

MDD / RGH

MDD / AMM

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A

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DEPARTMENT

SUBIC BAY

METROPOLITAN

AUTHORITY


EDISON D. ICO



MNGR-ENG'G DEPT.


ADMINISTRATOR & CEO

ROAD REHABILITATION

PROJECT 2018


Sheets and ViewsCOVER

Sheets and ViewsG-1

Sheets and ViewsG-2

Sheets and ViewsB-1

Sheets and ViewsB-2

Sheets and ViewsB-3

Sheets and ViewsB-4

Sheets and ViewsC-1

Sheets and ViewsC-2

Sheets and ViewsC-3

Sheets and ViewsSB-1

Documents

SUBIC BAY METROPOLITAN AUTHORITY BLDG. 229 …brms.e-subicbay.com/docs/bids/304/Qe3... · mains, d.8 the groove or crack above joint (longitudinalirrigation channels, telephone post