REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS & HIGHWAYS

REGION IV-AQUEZON 2ND DISTRICT ENGINEERING OFFICE

LUCENA CITY

C.Y. 2021 PROJECTDETAILED ENGINEERING DESIGN PLAN FOR

LOCAL PROGRAM, Local Infrastructure Program, Building andOther Structures, Flood Control and Drainage, Drainage/ProtectionWorks, Construction of Slope Protection (Riprapping) along Sitio

Alabastro Creek, Barangay Ayusan II, Tiaong, QuezonTIAONG, QUEZON

STA. 0 + 000.00 - STA. 0 + 237.00LENGTH = 237.00 m.

SUBMITTED:

CHIEF, PLANNING AND DESIGN SECTION

DATE:

FAUSTINO MARK ANTHONY S. DE LA CRUZ

RECOMMENDED:

ENGINEER IIIOIC - OFFICE OF THE ASSISTANT DISTRICT ENGINEER

DATE:

WILFREDO L. RACELIS

APPROVED:

ASSISTANT DISTRICT ENGINEEROIC - OFFICE OF THE DISTRICT ENGINEER

DATE:

MA. CHYMBELIN D. IBAL

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS & HIGHWAYSREGION IV-A

QUEZON II DISTRICT ENGINEERING OFFICELUCENA CITY

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED:

PREPARED:

JAY - R M. ACOBENGINEER II

EVARESTO C. MALONES JR.ENGINEER II

REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:

CHARLOTTE KAYE A. CONSTANTINOENGINEER II

DATE:

FAUSTINO MARK ANTHONY S.DE LA CRUZ

CHIEF, PLANNING AND DESIGN SECTION

DATE: DATE:

SET NO. SHEET NO.

13

LOCAL PROGRAM, Local Infrastructure Program,Building and Other Structures, Flood Control and

Drainage, Drainage/Protection Works, Construction ofSlope Protection (Riprapping) along Sitio Alabastro

Creek, Barangay Ayusan II, Tiaong, Quezon

WILFREDO L. RACELISENGINEER III

OIC - OFFICE OF THE ASSISTANT DISTRICTENGINEER

MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER

OIC - OFFICE OF THE DISTRICT ENGINEER

DATE:

INDEX OF DRAWINGS2

2

G

I N D E X O F D R A W I N G S

I N D E X O F D R A W I N G S

TITLE PAGE

SET NO. SHEET NO. DESCRIPTION

INDEX OF DRAWINGS

ELEVATIONS, ISOMETRIC, FOOTING, BEAM & COLUMN DETAILS

ROAD SAFETY

1

2

4

5

6

11

12

13

G - 1

G - 2

G - 4

R - 1

R - 6

PP - 1

CS - 2

R - 2

CROSS SECTION (STA. 0 + 237.00)

CS - 1

PLAN AND PROFILE

CROSS SECTION (STA. 0 + 000.00 - STA. 0 + 220.00)

G - 3 3 GENERAL NOTES FOR FLOOD CONTROL STRUCTURES

SUMMARY OF QUANTITIES, LOCATION MAP & VICINITY MAP

DETAILS OF FIELD OFFICE

10

7R - 3

DETAILS OF PROJECT BILL BOARD

4

SANITATION TENT PLAN8R - 4

9R - 5 TRAFFIC MANAGEMENT PLAN

A. GENERAL

1. ALL DIMENSIONS, ELEVATIONS, AND DISTANCES ARE IN METERS UNLESS OTHERWISE SPECIFIED.2. FIGURE SHALL GOVERN OVER SCALED DIMENSION IN CASE OF DISCREPANCIES.3. ALL ITEMS OF WORK HERE AND NOT INDICATED HERE ARE SUBJECT TO THE CHECKING ACCORDING TO DPWH STANDARD SPECIFICATIONS 2013.

B. HORIZONTAL AND VERTICAL CONTROLS

1. THE DATUM USED IN THIS PROJECT WAS ASSUMED. IT WAS REFFERED FROM BM. NO. 1 AT TOP OF EXISTING SLOPE PROTECTION. ELEV = 103.304 M.

C. REINFORCED CONCRETE

1. CONCRETE :

a. UNLESS OTHERWISE SPECIFIED, THE MINIMUM COMPRESSIVE STRENGTH SHALL BE fc'=20.7 MPa AT 14 DAYS, CLASS A WITH MAX. WATER-CEMENT RATIO OF 0.53, SLUMP RANGE OF 50 - 100 mm AND MAX. SIZE OF AGGREGATES SHALL BE 40mm.

2. REINFORCEMENT :

a. BARS SHALL BE OF INTERMEDIATE GRADE, fy = 276 MPa (40,000 psi).b. REBARS SHALL CONFORM TO ASTM A615/AASHTO M31 OR EQUIVALENT PNS 49.c. CLEAR CONCRETE COVER BETWEEN REINFORCEMENT BARS AND EMBANKMENT MATERIALS SHALL BE 75mm.

D. WATER MIXING

1. WATER TO BE USED SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OIL, ACID, ALKALI, SALT, ORGANIC MATERIAL AND SUBSTANCES THAT MAY BE DELETERIOUS TO CONCRETE AND REINFORCEMENTS.

E. EMBANKMENT

1. PRIOR TO THE COMMENCEMENT OF EARTH FILL, THE CONTRACTOR SHALL CARRY OUT UNDER THE SUPERVISION AND TO THE SATISFACTION OF THE ENGINEER A SERIES OF FIELD TEST TO DETERMINE THE OPTIMUM CONDITION OF COMPACTION AND THE MINIMUM NUMBER OF PASSES FOR EACH TYPE OF EQUIPMENT NECESSARY TOCOMPACT TO THE REQUIRED SPECIFICATION HEREAFTER STATED FOR EACH TYPE OF EQUIPMENT.

2. THE FILL MATERIALS SHALL BE COMPACTED TO A DENSITY OF NOT LESS THAN 100% OF THE MAXIMUM DRY DENSITY. NO MATERIAL SHALL BE PLACED ON ANY PORTIONOF EMBANKMENT FOUNDATION UNTIL SUCH FOUNDATION HAS BEEN CLEARED, APPROVED BY THE ENGINEER FOR PLACING FILL.

F. CONSTRUCTION

1. SPECIFICATION

a. ALL WORKS CONFORM WITH THE DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS (DPWH) STANDARD SPECIFICATIONS FOR HIGHWAYS, BRIDGES AND AIRPORTS,VOL. ll 2013.

2. SETTING OUT

a. THE SETTING OUT AND THE ELEVATIONS OF THE DIFFERENT COMPONENTS OF THE STRUCTURE SHALL BE APPROVED BY THE ENGINEER PRIOR TO THE START OFANY CONSTRUCTION WORKS.

3. REINFORCED CONCRETE

a. CONCRETE MIX AND PLACING

(1) DESIGN OF CONCRETE MIX SHALL MEET THE DESIGN CONCRETE STRENGTH GIVEN UNDER ITEM 1 OF REINFORCED CONCRETE.

(2) CONCRETE SHALL BE DEPOSITED, VIBRATED, AND CURED IN ACCORDANCE WITH THE SPECIFICATIONS.

(3) FOR CONCRETE DEPOSITED AGAINST THE GROUND, LEAN CONCRETE WITH A MINIMUM THICKNESS OF 50mm SHALL BE LAID FIRST BEFORE INSTALLING THE

REINFORCEMENT. THIS LEAN CONCRETE SHALL NOT BE CONSIDERED IN MEASURING THE STRUCTURAL DEPTH OF CONCRETE SECTION.

(4) THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL PLACING SEQUENCES FOR ALL CONCRETE WORK.

b. BAR BENDING, SPLICING, AND PLACING

(1) THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL OF SHOP DRAWINGS INDICATING THE BENDING, CUTTING, SPLICING AND INSTALLATIONOF

ALL REINFORCING BARS.

(2) BARS SHALL BE BENT COLD. BARS PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT UNLESS SHOWN ON THE DRAWING OR SPECIFICALLY PERMITTED BY THE ENGINEER.

(3) BAR SPLICING SHALL BE AS INDICATED ON DRAWINGS SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER.

(4) NO SPLICING SHALL BE PERMITTED IN BEAMS AND GIRDERS WHERE CRITICAL BENDING MOMENTS OCCUR. STAGGER SPLICES BETWEEN ADJACENT BARS. MINIMUM DISTANCE OF 40 BAR DIAMETERS FOR TENSION SPLICES, AND 20 BAR DIAMETER FOR COMPRESSION SPLICES BUT NOT LESS THAN 300mm.

(5) WELDED SPLICES, IF APPROVED BY THE ENGINEER, SHALL DEVELOP IN TENSION AT LEAST 125% OF THE SPECIFIED YIELD STRENGTH OF THE BAR.

(6) NOT MORE THAN 50% OF THE BARS AT ANY ONE SECTION SHALL BE SPLICED.

(7) UNLESS OTHERWISE SHOWN ON DRAWINGS, THE CLEAR DISTANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN 1.5 TIMES THE NOMINALDIAMETER OF THE BAR NOR LESS THAN 1.5 TIMES THE MAXIMUM SIZE OF LESS THAN 25mm NOR ONE BAR DIAMETER. THE BARS IN UPPER LAYER SHALL BE

PLACED DIRECTLY ABOVE THOSE IN THE BOTTOM LAYER.

VERTICAL OFFSETMIN : d

MAX: d + 3 mm

15 dMAX =MIN = DIAMETER =

30 d MAX

18 d MIN

D

90° HOOK 180° HOOK

(i) DIMENSIONS OF 90 - DEGREE AND 180 - DEGREE HOOKS

PIN DIAMETER : D = 6d FOR Ø10 THRU Ø25D = 8d FOR Ø28, Ø32 AND Ø36

(ii) DIMENSIONS FOR STIRRUPS AND TIE HOOKS

D

D

d

63mm MIN

90° HOOK

100m

m MIN

D

135° HOOK

63mm MIN.

PIN DIAMETER : D = 6d FOR Ø10 THRU Ø25D = 8d FOR Ø28, Ø32 AND Ø36

(8) CRANKED SPLICES

(9) HOOKS AND BENDS

c. CONSTRUCTION JOINT

(1) THE POSITION AND FORM OF ANY CONSTRUCTION JOINT SHALL BE AS SHOWN ON DRAWING OR AS AGREED WITH THE ENGINEER.

(2) THE INTERFACE BETWEEN THE FIRST AND SECOND POUR CONCRETE SHALL BE ROUGHENED WITH AN APLITUDE OF 6mm MINIMUM.

d. PROTECTION AND CURING OF CONCRETE

(1) CONCRETE SURFACE SHALL BE PROTECTED FROM HARMFUL EFFECTS OF SUN, WIND AND RUNNING WATERS AND SHALL BE KEPTDAMP FOR AT LEAST 7 DAYS.

4. REMOVAL OF STRUCTURES AND OBSTRUCTIONS

a. PORTIONS OF EXISTING STRUCTURES, OBSTRUCTIONS AND EXISTING FOUNDATION WITHIN THE LIMITS OF THE NEW STRUCTURE SHALL BE REMOVEDTO ACCOMMODATE THE CONSTRUCTION OF THE PROPOSED STRUCTURE.

5. SEGMENT LENGTH

a. THE LENGTH OF ONE SEGMENT OF REVETMENT IN THE LONGITUDINAL DIRECTION SHOULD BE LESS THAN 50 METERS IN ORDER TO PREVENT THEEXTENSION OF DAMAGE ONCE ONE SECTION OF REVETMENT COLLAPSES. EDGE OF THE SEGMENT END SHALL BE ADEQUATELY FILLED WITH JOINTMATERIAL (MORTAR) TO CONNECT WITH THE ADJOINING REVETMENT.

GENERAL NOTES FOR FLOOD CONTROL STRUCTURES

G. STEEL SHEET PILE

1. ALL SHEET PILES TO BE USED SHOULD BE HOT-ROLLED STEEL SHEET PILES WITH MIN. THICKNESS OF 10.5mm, EFFECTIVE WIDTH OF 400mm, EFFECTIVEHEIGHT OF 100mm, AND UNIT WEIGHT OF 48 kg/m.

2. SHEET PILES SHALL BE DRIVEN TO ELEVATION SHOWN ON HE PLANS OR AS DIRECTED BY THE ENGINEER, WHERE IMPRACTICAL TO DRIVE TO PLANELEVATION DUE TO SUBSURFACE CONDITION, THE DRIVING OF PILES MAT BE STOPPED AT HIGHER ELEVATION WITH THE WRITTEN PERMISSION OF THEENGINEER. HOWEVER, BEFORE GRANTING SUCH PERMISSION, THE ENGINEER SHALL ASCERTAIN THAT THE CONTRACTOR HAS ADEQUATE EQUIPMENT FORTHE REQUESTED DRIVING AND THAT THE PILES CAN BE DRIVEN TO THE PLAN ELEVATION WITH THE PROPER USE OF THIS EQUIPMENT.

3. MATERIAL FOR PILE SPLICES (IF ALLOWED) SHALL BE OF THE SAME QUALITY AS THE MATERIAL USED FOR THE PILE ITSELF.

H. CONFIRMATORY SOIL BORING SHALL BE CONDUCTED ALONG THE ALIGNMENT PRIOR TO CONSTRUCTION TO CHECK / VERIFY THE STABILITY OF SHEETPILES AND SLOPE PROTECTION.

I. "AS-STAKED" PLAN OR PRE-CONSTRUCTION SURVEY SHOULD BE JOINTLY CONDUCTED BY THE IMPLEMENTING OFFICE CONCERNED AND THE CONTRACTOR.THE CORRESPONDING "AS-STAKED" PLAN SHOULD BE PREPARED FOR APPROVAL BY THE CONCERNED OFFICE.

J. DESIGN WAS BASED ON THE DATA OBTAINED FROM THE SURVEY TEAM OF DPWH REGION IV-A OFFICE.

K. HYDROLOGIC AND HYDRAULIC DATA.DESIGN DISCHARGE ____________ m3/S.DESIGN VELOCITY ______________ m/s.

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS & HIGHWAYSREGION IV-A

QUEZON II DISTRICT ENGINEERING OFFICELUCENA CITY

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED:

PREPARED:

JAY - R M. ACOBENGINEER II

EVARESTO C. MALONES JR.ENGINEER II

REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:

CHARLOTTE KAYE A. CONSTANTINOENGINEER II

DATE:

FAUSTINO MARK ANTHONY S.DE LA CRUZ

CHIEF, PLANNING AND DESIGN SECTION

DATE: DATE:

SET NO. SHEET NO.

13

LOCAL PROGRAM, Local Infrastructure Program,Building and Other Structures, Flood Control and

Drainage, Drainage/Protection Works, Construction ofSlope Protection (Riprapping) along Sitio Alabastro

Creek, Barangay Ayusan II, Tiaong, Quezon

WILFREDO L. RACELISENGINEER III

OIC - OFFICE OF THE ASSISTANT DISTRICTENGINEER

MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER

OIC - OFFICE OF THE DISTRICT ENGINEER

DATE:

GENERAL NOTES OF FLOOD CONTROL3

3

G

4

LOCATION MAP

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS & HIGHWAYSREGION IV-A

QUEZON II DISTRICT ENGINEERING OFFICELUCENA CITY

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED:

PREPARED:

JAY - R M. ACOBENGINEER II

EVARESTO C. MALONES JR.ENGINEER II

REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:

CHARLOTTE KAYE A. CONSTANTINOENGINEER II

DATE:

FAUSTINO MARK ANTHONY S.DE LA CRUZ

CHIEF, PLANNING AND DESIGN SECTION

DATE: DATE:

SET NO. SHEET NO.

13

LOCAL PROGRAM, Local Infrastructure Program,Building and Other Structures, Flood Control and

Drainage, Drainage/Protection Works, Construction ofSlope Protection (Riprapping) along Sitio Alabastro

Creek, Barangay Ayusan II, Tiaong, Quezon

WILFREDO L. RACELISENGINEER III

OIC - OFFICE OF THE ASSISTANT DISTRICTENGINEER

MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER

OIC - OFFICE OF THE DISTRICT ENGINEER

DATE:

SUMMARY OF QUANTITIESVICINITY MAP

LOCATION MAP

4

4

G

4

VICINITY MAP

BEGINNING OF PROJECTSTA. 0 + 000.00

PROJECT SITE

END OF PROJECTSTA. 0 + 243.00

SUMMARY OF QUANTITIES

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS & HIGHWAYSREGION IV-A

QUEZON II DISTRICT ENGINEERING OFFICELUCENA CITY

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED:

PREPARED:

JAY - R M. ACOBENGINEER II

EVARESTO C. MALONES JR.ENGINEER II

REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:

CHARLOTTE KAYE A. CONSTANTINOENGINEER II

DATE:

FAUSTINO MARK ANTHONY S.DE LA CRUZ

CHIEF, PLANNING AND DESIGN SECTION

DATE: DATE:

SET NO. SHEET NO.

13

LOCAL PROGRAM, Local Infrastructure Program,Building and Other Structures, Flood Control and

Drainage, Drainage/Protection Works, Construction ofSlope Protection (Riprapping) along Sitio Alabastro

Creek, Barangay Ayusan II, Tiaong, Quezon

WILFREDO L. RACELISENGINEER III

OIC - OFFICE OF THE ASSISTANT DISTRICTENGINEER

MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER

OIC - OFFICE OF THE DISTRICT ENGINEER

DATE:

ELEVATIONS, ISOMETRIC, FOOTING, BEAM & COLUMNDETAILS

5

1

R

6

COLUMN DETAILSN T SS C A L E

B E A M D E T A I L SN T SS C A L E

F O U N D A T I O N D E T A I L SN T SS C A L E

I S O M E T R I C V I E WS C A L E

SIDE ELEVATION 1S C A L E

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS & HIGHWAYSREGION IV-A

QUEZON II DISTRICT ENGINEERING OFFICELUCENA CITY

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED:

PREPARED:

JAY - R M. ACOBENGINEER II

EVARESTO C. MALONES JR.ENGINEER II

REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:

CHARLOTTE KAYE A. CONSTANTINOENGINEER II

DATE:

FAUSTINO MARK ANTHONY S.DE LA CRUZ

CHIEF, PLANNING AND DESIGN SECTION

DATE: DATE:

SET NO. SHEET NO.

13

LOCAL PROGRAM, Local Infrastructure Program,Building and Other Structures, Flood Control and

Drainage, Drainage/Protection Works, Construction ofSlope Protection (Riprapping) along Sitio Alabastro

Creek, Barangay Ayusan II, Tiaong, Quezon

WILFREDO L. RACELISENGINEER III

OIC - OFFICE OF THE ASSISTANT DISTRICTENGINEER

MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER

OIC - OFFICE OF THE DISTRICT ENGINEER

DATE:

50 x 75 VERTICALGOOD LUMBER

50 x 75 VERTICALGOOD LUMBER

50 x 75 VERTICALGOOD LUMBER

50 x 50 WOODENSTAKE

DISPLAY AREA(1200 x 2400 x 12MARINE PLYWOOD)

DISPLAY AREA(TARPAULIN 1200 x 2400 x 5MARINE PLYWOOD)

GROUND LEVELGROUND LEVEL

FRONT ELEVATION(OPTION 1)

FRONT ELEVATION(OPTION 2)

EDGE OF ROAD

TRAFFIC DIRECTIONR O A D

BILLBOARD

ORIENTATION

50 x 50 WOODENSTAKE

DISPLAY AREA

TYPICAL FRAME ELEVATION

50 x 50 WOODENSTAKE

50 x 75 VERTICALGOOD LUMBER

PROJECT BILLBOARD6

2

R

6

DPWH STANDARD PROJECT BILLBOARD

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS & HIGHWAYSREGION IV-A

QUEZON II DISTRICT ENGINEERING OFFICELUCENA CITY

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED:

PREPARED:

JAY - R M. ACOBENGINEER II

EVARESTO C. MALONES JR.ENGINEER II

REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:

CHARLOTTE KAYE A. CONSTANTINOENGINEER II

DATE:

FAUSTINO MARK ANTHONY S.DE LA CRUZ

CHIEF, PLANNING AND DESIGN SECTION

DATE: DATE:

SET NO. SHEET NO.

13

LOCAL PROGRAM, Local Infrastructure Program,Building and Other Structures, Flood Control and

Drainage, Drainage/Protection Works, Construction ofSlope Protection (Riprapping) along Sitio Alabastro

Creek, Barangay Ayusan II, Tiaong, Quezon

WILFREDO L. RACELISENGINEER III

OIC - OFFICE OF THE ASSISTANT DISTRICTENGINEER

MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER

OIC - OFFICE OF THE DISTRICT ENGINEER

DATE:

DETAILED PLAN OF FIELD OFFICE

FINISHING FLOOR LINE

BOARD

4" THK. SLAB, 10mmØ4" CHB

PF

PF PF

PF

WF

WF

WF

WFON-FILL

4" THK. SLAB FLOOR

W-1 W-2

D-1

1/4" MARINEPLYWOOD

DOUBLE WALLMARINE

PLYWOODFLUSH DOOR

PLYWOODFLUSH TYPE DOOR

AWNING TYPE

REMOVABLE BRACE STAND

AWNING TYPE WOODEN WINDOW

4" CHB ZOCALO WALL

AWNING TYPE WOODEN WINDOW

4" CHB ZOCALO WALL

AWNING TYPE WOODEN WINDOW

PLYWOOD1/4" MARINE

DOUBLE WALL

26# CORR. G.I. ROOFING SHEETS

1/4" MARINEPLYWOOD

DOUBLE WALL

4" CHB ZOCALO WALL

1/4" MARINEPLYWOOD

DOUBLE WALL

4" CHB ZOCALO WALL

20 W

APEX OF ROOF RAFTER

TOP OF ROOF GIRT

FIN. FLR. LINE

N.G.L

APEX OF ROOF RAFTER

TOP OF ROOF GIRT

FIN. FLR. LINEFIN. FLR. LINE

N.G.L

APEX OF ROOF RAFTER

TOP OF ROOF GIRT

FIN. FLR. LINE

N.G.L

HINGEAWNING WOODEN

REMOVABLEBRACE STAND

WINDOW

FRONT ELEVATION REAR ELEVATION RIGHT SIDE ELEVATION LEFT SIDE ELEVATIONSCHEDULE OF DOORS & WINDOWS

2" x 4" JAMB

MARINE1-SET

1-SET2-SETS

1/4" MARINEPLYWOOD ON2" x 2" GOOD

LUMBER FRAME

FLOOR PLAN

SECTION DETAIL OF WINDOW

4" CHB

4- 12mm Ø VERT'L BARSw/ 10mm Ø TIES @ 0.20M.O.C.

4- 10mm Ø BASE BARSFOR FOOTING @ BOTHWAYS

4" x 4" GOOD LUMBER POST

1/4" x 2" x 12" STEEL POSTSTRAPS w/ 2-12mm Ø MACHINE BOLTS w/ NUTS & WASHERS

PLAN SECTION

TOP OF ZOCALO OR CHB WALL

N.G.L.

10mm Ø HORZ'L. BARS@ .60M.O.C.

10mm Ø VERT'L. BARS@ .90M.O.C.

1/2 x 12" MARINE PLYWOOD

FASCIA BOARD

26# CORR. G.I. ROOFING SHEETS

1- 2" X 5" GOOD LUMBER TOP CHORD

2" x 3" GOOD LUMBER PURLINS @ .80M.O.C.

w/ 2" x 2" GOOD LUMBER CLEATS 26# PLAIN G.I. RIDGE ROLL

2- 2" x 5" COLLAR PLATE COCO LUMBER1- 2" x 5" KING POST COCO LUMBER

2- 2" x 4" BOT. CHORD COCO LUMBER

APEX OF ROOF RAFTER

4" x 4" GOOD LUMBER1- 3" x 5" ROOF GIRTw/ 2- 12mm Ø MACHINEBOLT w/ NUTS & WASHERS

DETAIL OF PEDESTAL FOOTING (PF) DETAIL SECTION OF WALL FTG. (WF)

DETAILS OF RAFTER TRUSS (3-SETS)ROOF FRAMING PLAN

1- 3" x 5" ROOF GIRTGOOD LUMBER

1- 3" x 5" ROOF GIRTGOOD LUMBER

w/ 2" x 2" GOOD LUMBER2" x 3" GOOD LUMBER PURLINS @ .80M.O.C.CLEATS

1/2 x 12" MARINE PLYWOOD

FASCIA BOARD

1/2 x 12" MARINE PLYWOOD

FASCIA BOARD

LEGEND & SYMBOLS:

Sab

Sabc

S2W

a

Sa

ELECTRICAL LAYOUT

1- 10mm Ø CONT. MAIN BARS

4" x 4" GOOD LUMBER

PANEL BOARD (LPP)

2-14.0 sq.mm THHN Cu &1-8.0 sq.mm TW Cu IN20 mm DIAMETER RSC

20AT,2P

60AT, 2P, MCCB

SPARE

2-14.0 sq.mm THW in 25mmØ RSC1-5.5 sq.mm THW (Grounding)

NATURAL GRADE LINE

ONE LINE DIAGRAMSCALE:

1Ø, 3W, 2300

NTS.

LPP

SIZE OF CONDUCTORS ANDCONDUITS

POWER SUPPLY : 230V, 60Hz, SINGLE PHASE, LINE TO LINE SERVICE

NO. OF OUTLET

LOAD SCHEDULEPANELBOARD LPP

LOLOAD DESCRIPTIONCKT NO. AMPERES

COVA

SCOSWVOLTS PROTECTION

11.57

100 230 0.44

230

20AT, 2P,MCCB

CONVENIENCE OUTLET 2

3-3.5 sq.mm THHN Cu IN 15 mm DIA. uPVC

20AT, 2P,MCCB 3-3.5 sq.mm THHN Cu IN 15 mm DIA. uPVC

IL = 1,960/230V = 8.52 FEEDER: 2-4.0mm THW IN 16mm dia.PROTECTION: 60 AT, 100AF, 2P, 230V

3T O T A L 8.531,960 2302 2

LIGHTING OUTLET 1 1

6.52

360

230 20AT, 2P,MCCBSPARE 1,500 ------2

2" x 2" GOOD LUMBER HANGER @ 1.20M.O.C.

1/4" MARINE PLYWOOD CEILING BOARD ON2" x 2" CEILING JOIST @ .60M.O.C.BOTHWAYS

G E N E R A L N O T E S :

FOUNDATION PLAN

26# CORR. G.I. ROOFING SHEETS

N.G.L.

CEILING LINE

WOODEN WINDOW W/

@ 600mm O.C.

7

3

R

6

SANITATION TENT PLAN

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS & HIGHWAYSREGION IV-A

QUEZON II DISTRICT ENGINEERING OFFICELUCENA CITY

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED:

PREPARED:

JAY - R M. ACOBENGINEER II

EVARESTO C. MALONES JR.ENGINEER II

REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:

CHARLOTTE KAYE A. CONSTANTINOENGINEER II

DATE:

FAUSTINO MARK ANTHONY S.DE LA CRUZ

CHIEF, PLANNING AND DESIGN SECTION

DATE: DATE:

SET NO. SHEET NO.

13

LOCAL PROGRAM, Local Infrastructure Program,Building and Other Structures, Flood Control and

Drainage, Drainage/Protection Works, Construction ofSlope Protection (Riprapping) along Sitio Alabastro

Creek, Barangay Ayusan II, Tiaong, Quezon

WILFREDO L. RACELISENGINEER III

OIC - OFFICE OF THE ASSISTANT DISTRICTENGINEER

MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER

OIC - OFFICE OF THE DISTRICT ENGINEER

DATE:

SANITATION TENT PLAN

8

4

R

6

P E R S P E C T I V E

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS & HIGHWAYSREGION IV-A

QUEZON II DISTRICT ENGINEERING OFFICELUCENA CITY

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED:

PREPARED:

JAY - R M. ACOBENGINEER II

EVARESTO C. MALONES JR.ENGINEER II

REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:

CHARLOTTE KAYE A. CONSTANTINOENGINEER II

DATE:

FAUSTINO MARK ANTHONY S.DE LA CRUZ

CHIEF, PLANNING AND DESIGN SECTION

DATE: DATE:

SET NO. SHEET NO.

13

LOCAL PROGRAM, Local Infrastructure Program,Building and Other Structures, Flood Control and

Drainage, Drainage/Protection Works, Construction ofSlope Protection (Riprapping) along Sitio Alabastro

Creek, Barangay Ayusan II, Tiaong, Quezon

WILFREDO L. RACELISENGINEER III

OIC - OFFICE OF THE ASSISTANT DISTRICTENGINEER

MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER

OIC - OFFICE OF THE DISTRICT ENGINEER

DATE:

TRAFFIC MANAGEMENT PLAN9

5

R

6

TRAFFIC MANAGEMENT PLAN

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS & HIGHWAYSREGION IV-A

QUEZON II DISTRICT ENGINEERING OFFICELUCENA CITY

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED:

PREPARED:

JAY - R M. ACOBENGINEER II

EVARESTO C. MALONES JR.ENGINEER II

REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:

CHARLOTTE KAYE A. CONSTANTINOENGINEER II

DATE:

FAUSTINO MARK ANTHONY S.DE LA CRUZ

CHIEF, PLANNING AND DESIGN SECTION

DATE: DATE:

SET NO. SHEET NO.

13

LOCAL PROGRAM, Local Infrastructure Program,Building and Other Structures, Flood Control and

Drainage, Drainage/Protection Works, Construction ofSlope Protection (Riprapping) along Sitio Alabastro

Creek, Barangay Ayusan II, Tiaong, Quezon

WILFREDO L. RACELISENGINEER III

OIC - OFFICE OF THE ASSISTANT DISTRICTENGINEER

MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER

OIC - OFFICE OF THE DISTRICT ENGINEER

DATE:

ROAD SAFETY10

6

R

6

NOTES :

1. ADVANCE SIGNS (T1) AND POSITION SIGNS (T2) SHALL HAVE BLACK LETTERS ON YELLOW REFLECTORIZED BACKGROUND.

2. TRAFFIC DIVERSION SIGNS (T4 - 1) SHALL HAVE BLACK LETTERS AND ARROW ON YELLOW RECFLECTORIZED BACKGROUND.

3. TRAFFIC DIVERSION SIGNS (T4 - 2) & (T4 - 3) SHALL HAVE WHITE CHEVRONS ON BLACK BACKGROUND. WHITE REFLECTIVE MATERIAL 64mm. WIDE TO BE CENTRALLY PLACED ON WHITE BANDS.

BARRICADES (TYPE I, TYPE II, TYPE III) SHOULD CONFIRM WITHSPECIFICATIONS MENTIONED IN PHILIPPINES ROAD SIGN MANUAL. ( REVISEDEDITION DPWH, 2004 ).

NOTES :

1. BARRIER SHALL HAVE AN ALTERNATE DIAGONAL BLACK AND YELLOW STRIPES. THE YELLOW BANDS SHALL BE REFLECTORIZED.

2. BARRIER POINTS SHALL BE PRINTED YELLOW.

3. PROVISION SHALL BE MADE FOR THE HANDLING OF SIGNS BELOW THE BARRIER BARS.4. FLASHING FOR STEADY BURN WARNING LIGHTS SHALL BE USED ON BARRICADES AS NEEDED.

NOTES :

1. BARRIER SHALL HAVE AN ALTERNATE DIAGONAL BLACK AND YELLOW STRIPES. THE YELLOW BANDS SHALL BE REFLECTORIZED..

2. PROVISION SHALL BE MADE FOR THE HANDLING OF SIGNS BELOW THE BARRIER BARS.

NOT TO SCALEROAD WORK SIGN DETAILS

1800

525 750 525

600

7020

010

016

070

175 1474 151

ROAD WORK1KM AHEAD

1200

750

9016

010

016

090

A H E A D

86 1032 82

225 225

600

WORK EM N

DEMOUNTABLE OR HEAVY OR " A " FRAME(ESSENTIALLY MOVABLE)

1800 - 2400

200

- 300

1000

SEE NOTE 4

FLASHING LAMPS

TYPE I BARRICADE150 150150

1000 300200

200300

1000

LIGHT " A " FRAME ( PORTABLE )

TYPE II BARRICADE

SEE NOTE 4

1200

500 15

00

200 - 300 (TYP)

45°

TYPE III BARRICADE

1050150 150

16514050 50

100

3000

200

1000

- 20

00

250

750

- 950

50mm WIDE YELLOW RETRO - REFLECTIVE MATERIAL SET IN REBATES 2mm DEEP

50x100mm WOODEN BRACE

BLACK BAND YELLOW BAND

50x100mm WOODEN LEGS

A4 - 003A4 - 003 SCALE 1:105A SECTION

1500

DETAIL OF ARROW

450

225

225

126

3264

32

T4 - 2

450

450

900

128 32

64

32

T4 - 3

A4 - 003A4 - 003 NOT TO SCALE1 ROAD WORK SIGN DETAILS AUTOMATIC FLASHER IS 15 CM BULB

FOR ROAD WHICH ADT. EXCEEDS 8000 VEH/DAY

A4 - 003A4 - 003 SCALE 1:104 FLASHING ARROW BOARD

A4 - 003A4 - 003 SCALE 1:103 FLASHING LAMPS

460

LED

720 x 360 STEEL PLATE

2 - o10mmx760 STEEL BARS

PLASTIC PLATERED COLORED

ENDROADWORK600

1800

175 1511474

800

600

R4-1

800

600

R4-21800

900

500

NOT TO SCALESTANDARD BARRICADE

800

1000

250

750

A4 - 003A4 - 003 SCALE 1:105B SECTION

50x200x3000mm BARRIER RAIL

50x100mm WOODEN LEGS

50x100mm WOODEN BRACE

900 mm.

100 mm.

N.G.L.

REFLECTORIZED STICKER(HIGH INTENSITY PRISMATICWHITE)

1m. - 3" PVC PIPE (ORANGE)w/ CEMENT MORTAR

10mm dia.REINFORCINGSTEEL BAR

1m. - 3" PVC PIPE (ORANGE)w/ CEMENT MORTAR

10mm dia.REINFORCINGSTEEL BAR

1

100 mm.

100 mm.

100 mm.

100 mm.100 mm.

100 mm.

250 mm.

76 mm.

100 mm.

100 mm.

100 mm.

100 mm.

300 mm.

2A-1

Ø76 mm.

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS & HIGHWAYSREGION IV-A

QUEZON II DISTRICT ENGINEERING OFFICELUCENA CITY

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED:

PREPARED:

JAY - R M. ACOBENGINEER II

EVARESTO C. MALONES JR.ENGINEER II

REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:

CHARLOTTE KAYE A. CONSTANTINOENGINEER II

DATE:

FAUSTINO MARK ANTHONY S.DE LA CRUZ

CHIEF, PLANNING AND DESIGN SECTION

DATE: DATE:

SET NO. SHEET NO.

13

LOCAL PROGRAM, Local Infrastructure Program,Building and Other Structures, Flood Control and

Drainage, Drainage/Protection Works, Construction ofSlope Protection (Riprapping) along Sitio Alabastro

Creek, Barangay Ayusan II, Tiaong, Quezon

WILFREDO L. RACELISENGINEER III

OIC - OFFICE OF THE ASSISTANT DISTRICTENGINEER

MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER

OIC - OFFICE OF THE DISTRICT ENGINEER

DATE:

PLAN AND PROFILESTA. 0+000.00 - STA. 0+243.00

90.00

P R O F I L ESCALE: HOR. 1 : 700 M. VERT. 1 : 70 M.

FINISHED GRADEELEVATION

EXISTING GRADEELEVATION

SUPERELEVATION

WIDENING

E L

E

V A

T I

O N

S T A T I O N

95.00

100.00

PLANSCALE: 1 : 700 M.

GENERAL NOTES

1. DISTANCE AND ELEVATIONS ARE IN METERS UNLESSOTHERWISE INDICATED.

2. ALIGNMENT AND GRADES IN THIS PROJECT WAG BASEDON THE GRADE AND ALIGNMENT OF THE EXISTING ROAD.

3. ALL ELEVATIONS ARE ASSUMED ELEVATION

4. GRADE SHOWN IS THE TOP OF FINISHED PAVEMENT.EXCEPT OTHERWISE SPECIFIED.

5. LOCATIONS AND INVERT ELEVATION OF ALL DRAINAGESTRUCTURES MAY BE ADJUSTED TO SUIT FIELD CONDITIONS.ALL PIPES SHALL HAVE A MINIMUM COVER OF 0.60 M.

6. ALL CONCRETE TO BE USED IN THIS PROJECT SHALL BECLASS "A" UNLESS OTHERWISE INDICATED.

7. ALL WORK SHALL COMPLY WITH THE DPWH STANDARDSPECIFICATION FOR HIGHWAYS AND BRIDGES, REVISED 2016

HORIZONTAL CONTROL

VERTICAL CONTROLTHE ELEVATION USED IN THIS PROJECT WAS TRUE ELEVATION. IT WAS

RECKONED FROM BM NO. 1, ELEVATION 99.686, LOCATED N=1542450.544

THE AZIMUTH USED IN THIS PROJECT WAS RECKONED THRU THE

MAGNETIC NORTH. SUCEEDING AZIMUTHS WERE CALCULATED BY

ADDING AND/OR SUBTRACTING DEFLECTION ANGLES DICTATED

BY THE CENTER LINE OF THE EXISTING ROAD.

11

1

PP

1

0+000.00 0+100.00 0+200.00

95.6

2097

.775

BM1N=1542450.544E=315393.910ELEVATION=99.686

96.0

70

96.1

30

96.7

02

97.1

88

97.1

12

97.1

57

97.2

22

97.0

31

96.7

59

96.8

61

96.8

31

0+228.00

97.7

75

97.7

75

97.7

75

97.7

75

97.7

75

97.7

75

97.7

75

97.7

75

97.7

75

97.7

75

97.7

75

BEGINNING OF PROJECT000+000.00

END OF PROJECT000+237.00

E=315393.910.

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REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS & HIGHWAYSREGION IV-A

QUEZON II DISTRICT ENGINEERING OFFICELUCENA CITY

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED:

PREPARED:

JAY - R M. ACOBENGINEER II

EVARESTO C. MALONES JR.ENGINEER II

REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:

CHARLOTTE KAYE A. CONSTANTINOENGINEER II

DATE:

FAUSTINO MARK ANTHONY S.DE LA CRUZ

CHIEF, PLANNING AND DESIGN SECTION

DATE: DATE:

SET NO. SHEET NO.

LOCAL PROGRAM, Local Infrastructure Program,Building and Other Structures, Flood Control and

Drainage, Drainage/Protection Works, Construction ofSlope Protection (Riprapping) along Sitio Alabastro

Creek, Brgy. Ayusan Tiaong

WILFREDO L. RACELISENGINEER III

OIC - OFFICE OF THE ASSISTANT DISTRICTENGINEER

MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER

OIC - OFFICE OF THE DISTRICT ENGINEER

DATE:

12

1

CS

2 13

²

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REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS & HIGHWAYSREGION IV-A

QUEZON II DISTRICT ENGINEERING OFFICELUCENA CITY

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED:

PREPARED:

JAY - R M. ACOBENGINEER II

EVARESTO C. MALONES JR.ENGINEER II

REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:

CHARLOTTE KAYE A. CONSTANTINOENGINEER II

DATE:

FAUSTINO MARK ANTHONY S.DE LA CRUZ

CHIEF, PLANNING AND DESIGN SECTION

DATE: DATE:

SET NO. SHEET NO.

LOCAL PROGRAM, Local Infrastructure Program,Building and Other Structures, Flood Control and

Drainage, Drainage/Protection Works, Construction ofSlope Protection (Riprapping) along Sitio Alabastro

Creek, Brgy. Ayusan Tiaong

WILFREDO L. RACELISENGINEER III

OIC - OFFICE OF THE ASSISTANT DISTRICTENGINEER

MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER

OIC - OFFICE OF THE DISTRICT ENGINEER

DATE:

13

2

CS

2 13