Plans 13IL0121

SET NO. SHEET NO.

Republic of the PhilippinesDepartment of Public Works and Highways

OFFICE OF THE DISTRICT ENGINEERSouthern Leyte District Engineering Office

Maasin City 1 1

SHEET CONTENTS :APPROVED :RECOMMENDED :

MA. MARGARITA C. JUNIA, DMDISTRICT ENGINEER

REVIEWED / SUBMITTED :

VINCENT T. SY, IIIENGINEER III

CHIEF, PLANNING & DESIGN SECTION

CHECKED :

ELMO P. MULIGENGINEER II

DESIGNED :

ASSISTANT DISTRICT ENGINEER

Republic of the PhilippinesDepartment of Public Works and HighwaysOFFICE OF THE DISTRICT ENGINEERSouthern Leyte District Engineering Office

Maasin City

REGION VIII

PROPOSED REHAB./ RECONSTRUCTIONUPGRADING OF DAMAGED PAVED

NATIONAL R0ADAlong JCT. Himay-angan ---Silago --- Abuyog Road

( K1102 + 000 --- K1102 + 920 (S00210LT) )Canipaan, Hinunangan, Southern Leyte

5ARIEL M. TIDALGO ENGINEER II

DENNIS E. ORAISENGINEER II

PROJECT TITLE

PROJECT TITLE & LOCATION :


NATIONAL ROADAlong Jct. Himay-angan --- Silago --- Abuyog Rd.

( K1102 + 000 --- K1102 + 920 ) Canipaan, Hinunangan, Southern LeyteRegion VIII

SOUTHERNLEYTE

S o g o d B a y

MAASIN CITY

SAN RICARDO

SOUTHERN LEYTE MAP

LIMASAWA

PINTUYAN

PADRE BURGOS

MACROHON

BONTOC

SOGOD

LILO-AN

SILAGO

ST. BERNARD

HINUNANGAN

HINUNDAYAN

LIBAGON

1. SPECIFICATION :

1.1 Design Specifications

1.1.1 DPWH Standard Specification for Highways, Bridges & Airport Volume II 2004

1.2 Construction Quanlification

1.2.1 All works shall be made in conformity with the DPWH Standard Specification for Highways, Bridges &Airport Volume II 2004 special provisions and supplemental specifications pertaining to this project.

2. DRAWINGS :

2.1 Dimensions, Elevations and Stationings

a. All dimensions are expressed in meters unless otherwise shown in the plans.

b. All elevations are in meters.

c. All stationings are in kilometers and meters.

SPECIFICATIONS:

DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS, BRIDGES &AIRPORTS, REVISED EDITION 2004

SPECIFICATIONS:

DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS, BRIDGES &

VICINITY MAP

THIS SITE

SET NO. SHEET NO.



Maasin City 2 2

SHEET CONTENTS :APPROVED :RECOMMENDED :REVIEWED / SUBMITTED :CHECKED :DESIGNED :

GENERAL NOTES INDEX OF SHEETS LOCATION MAP VICINITY MAP

INDEX OF SHEETSSHEET NO. 1 ----------- TITLE PAGE

SHEET NO. 2 ----------- GENERAL NOTES, INDEX OF SHEETS, LOCATION MAP, VICINITY MAP

SHEET NO. 3 ----------- SUMMARY OF QUANTITIES, TYPICAL SECTION

SHEET NO. 4 ----------- TYPICAL PLAN OF A TWO LANE PAVEMENT, JOINTS DETAIL, GENERAL NOTES

SHEET NO. 5 ----------- STRAIGHT LINE DIAGRAM

N




ELMO P. MULIGENGINEER II ASSISTANT DISTRICT ENGINEER

ARIEL B. TIDALGO ENGINEER II

DENNIS E. ORAIS ENGINEER II

5





SILAGO

HINUNANGAN

HINUNDAYAN

THIS SITE

ANAHAWAN

N

GENERAL NOTES :

ITEM

SUMMARY OF QUANTITIES

D E S C R I P T I O N UNIT REMARKS

102(2)a ROADWAY EXCAVATION ( SURPLUS COMMON )

105 SUB-GRADE PREPARATION

101(4)a REMOVAL OF EXISTING PAVEMENT

AGGREGATE SUB-BASE COURSE200

QUANTITY

504.00

118.00

76.40

PCCP ( 0.28 m. THK. )311(1)a

CU. M.

SQ. M.

PROJECT BILLBOARD UNIT 2.00SPL # 4

CU. M.

SQ. M.

SQ. M.

1 : 40 MTS.SCALE

TYPICAL ROADWAY SECTION

SET NO. SHEET NO.



Maasin City 3 3

SHEET CONTENTS :APPROVED :RECOMMENDED :


REVIEWED / SUBMITTED :



CHECKED :

ELMO P. MULIGENGINEER II

DESIGNED :

ASSISTANT DISTRICT ENGINEER

0.15 m. THK. AGGREGATE SUB-BASE COURSE0.23 m. THK. PCCP (RECONSTRUCTION)

????????????????????????????????????

3.05 m. 3.05 m.

TYPICAL SECTION SHOWINGBOTH LANE REBLOCKING

0.15 m. THK. AGGREGATE SUB-BASE COURSE0.23 m. THK. PCCP (RECONSTRUCTION)

DOWEL

C L C L

TYPICAL SECTION SHOWINGHALF LANE REBLOCKING

EXISTING PAVEMENT


DENNIS E. ORAIS

SUMMARY OF QUANTITIES

TYPICAL ROADWAY SECTION ENGINEER II

5





504.00

504.00

3.05 m.

1. MATERIALS AND WORKMANSHIP SHALL BE CORFORM WITH THE DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS, BRIDGES AND AIRPORTS 2004 AND SPECIALS PROVISIONS.

2. CONSTRUCTION (CONTACT) JOINTS ARE FORMED WHEN CONCRETE ON ONE SIDE OF THE JOINT IS POURED AHEAD AND ALLOWED TO SET BEFORE POURING ON THE OTHER SIDE.

3. AT CONSTRUCTION JOINTS (LONGITUDINAL OR TRANSVERSE) CARE SHOULD BE TAKEN THAT NO CONCRETE FROM THE LAST SLAB PLACED OVERHANGS ANY PORTION OF THE FIRST SLAB.

4. THE BARS SHOULD BE DEFORMED STEEL BARS. ALL THE DOWEL BARS BE SMOOTH ROUND STEEL BARS FREE FROM THE RUST AND OTHER THE DEFECTS WHICH MIGHT RESTRICT THIER MOVEMENT.

5. TYPED OF WEAKEND PLAN JOINT TO BE USED SHALL BE AS SPECIFIED IN THE PLANS AND ONLY ONE TYPE SHALL BE UESD FOR THE WHOLE PROJECT.

6. MATERIAL FOR THE METAL SIDE FROM SHALL BE BRAND NEW SHEET METAL GAUGE No. 18 OF BLOCK IRON FREE FROM THE RUST AND KINKS.

7. AT LEAST SIX (6) SUCCESSIVE DOWELLED BUTT JOINTS AT NORMAL JOINT SPACING SHALL BE PROVIDED BEFORE ON AFTER IN EXPANSION JOINT.

8. THE GROOVE OR CRACK ABOVE JOINTS (LONGITUDINAL OR TRANVERSE) SHALL BE SEALED WITH 30 - 50 PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER COMPOUND AFTER THE CONCRETE HAD BEEN CURED AND BEFORE OPENING THE PAVEMENT TO TRAFFIC. ASPHALT SEAL SHOULD BE POURED IN SUCH MANNER THAT SPILLING SHALL BE PRESENTED/ELIMINATED.THIS PROVIDE A SMOOTH RIDING SURFACE.

9. ALL TRANVERSE JOINTS. EXCEPT CONTRUCTION JOINT. BE CONTIMUOUS FROM THE EDGE TO EDGE

10. ALL LONGITUDINAL JOINTS SHALL MEET AT INTERSECTIONS WITH NO GAPS OR OFFSETS

11. ALL DIMENSIONS ARE IN MIIMETERS. UNLESS OTHERWISE SPECIFIED.

12. AVOID STOPPAGE OF FORMWORKS ALONG CURVES.

GENERAL NOTES:

SET NO. SHEET NO.



Maasin City 4 4


EXISTING PAVEMENT

TYPICAL PLAN OF A TWO LANE PAVEMENTSCALE : 1 : 100 M.

NEW PAVEMENT

EXISTING PAVEMENT NEW PAVEMENT

D

TRANSVERSE CONSTRUCTION (CONTACT) JOINT SHALL BEPROVIDED AT THE OF ANY RUN WHERE LAYING OFCONCRETE HAS BEEN STOPPED FOR THIRTY (30) MINUTESLONGER,

TRANVERSE CONSTRUCTION JOINTS WHICH OCCUR AT LOCATIONOF WEAKENED PLANE, BUT JOINTS WITH DOWELS SHOULD BEUSED, IF JOINTS OCCURS IN THE MIDDLE THIRD OF THEWEAKENED PLANE (1500 - 3000 mm.), KAYED JOINT WITHTHE BARS SHOULD BE USED,

DRILLING OF HOLES ON EXISTING PCCP AND OTHERSTRUCTURES SHALL BE PERFORMED USING POWER TOOLS THEHOLES SHALL BE PROPERLY CLEANED BEFORE GROUT/EPOXYINJECTION AND INSTALLATION OF DOWELS/THE BARS.

NOTE:

PCC PAVEMENT DESIGN PARAMETERS

TRAFFIC ( ESAL ) . W

RELIABILITY , R

STANDARD NORMAL DEVIATE , Z

1.55E+06

85 %

- 1.037

OVERALL STANDARD DEVIATION , S

SERVICEABILITY PSI = P - P

0.39

2.0

RESILIENT MODULUS OF SUBGRADE REACTION ( CBR = 8% )

SUBBASE ELASTIC MODULUS ( PSI ), ESB ( CBR = 25% )

EFFECTIVE MODULUS OF SUBGRADE REACTION ( pci ), k

12,000

14,000

180

654

3.60E+06

8.0 %

1

3.8

A. DESIGN VARIABLES VALUE :18

R

O

B. PERFORMANCE CRITERIA :O 1

C. MATERIALS PROPERTIES :

PCC MODULUS OF RAPTURE ( PSI ), S'

PCC MODULUS OF ELASTICITY ( PSI ), E

DESIGN CBR

DRAINAGE COEFFICIENT , C

LOAD TRANSFER COEFFICIENT , J

LOSS OF SUPPORT , L

C

C

D. PAVEMENT STRUCTURAL CHARACTERISTICSd

S

E. PAVEMENT STRUCTURE THICKNESSPORTLAND CEMENT CONCRETE PAVEMENT ( PCCP ), mm

AGGREGATE SUBBASE COURSE ( ASC), mm

1.0

230

200

????????????????????????????????????

??????????????????????????????????????

( CONTRACTION JOINT )

.175

m.

???????????????????????????????

( CONSTRUCTION JOINT )4.50 m.

1.50 m.

4.50 m.

3.35

m.

( NO

RM

AL

WID

TH )

3.35

m.

( NO

RM

AL

WID

TH )

TYPICAL PLAN OFA TWO LANE PAVEMENT

JOINTS DETAILGENERAL NOTES

50

6

SAWED GROOVE W/POURED JOINT FILLER

DEFORMED TIE BAR 16mm ?X 600mm. @ 600mm O.C.

12

25

T/3

T/3

T/3

FORMED GROOVE W/ KEYWAYS& POURED JOINT FILLER

50

6

SAWED GROOVE W/ POURED JOINT FILLER(@ 4.5m INTERVAL OR AS DIRECTED BY THE ENGINEER

25

EXISTING PCCP/FIRST CASTING

CONSTRUCTION JOINT DETAIL SCALE 1 : 20 M.

CENTER LINE DETAIL SCALE 1 : 20 M.

SAWED GROOVE DETAIL SCALE 1 : 20 M.

KEYED TRANSVERSE CONSTRUCTION OR CONTRUCT JOINT(TO BE PLACED ONLY IN MIDDLE THIRD OF NORMAL JOINT INTERVAL)

0.30 m. 0.30 m.

0.30

m.

0.28

m.

0.28

m.

DEFORMED TIE BAR 16mm ?X 600mm. @ 600mm O.C.

0.30 m. 0.30 m.

0.28

m.

50

6

SAWED GROOVE W/POURED JOINT FILLER

ROUND TIE BAR 25mm ?X 600mm. @ 600mm O.C.

CONTRACTION JOINT DETAIL SCALE 1 : 20 M.

0.30 m. 0.30 m.

0.30

m.

0.28

m.

JOINTS DETAIL SCALE 1 : 20 MTS.







5





1 : 500 MTS.SCALE

STRAIGHT LINE DIAGRAM

SET NO. SHEET NO.



Maasin City 5 5


TO SOGOD

STRAIGHT LINE DIAGRAM







1102 + 100 1102 + 200 1102 + 300

TO SILAGO

5





K1102

1102 + 300 1102 + 400 1102 + 500 1102 + 600

1102 + 700 1102 + 800 1102 + 9001102 + 600 1102 + 920

PROPOSED REBLOCKING ( L/S )K1102 + 000.00 --- K1102 + 013.30

PROPOSED REBLOCKING ( B/S )K1102 + 075.40 --- K1102 + 085.40

PROPOSED REBLOCKING ( L/S )K1102 + 085.40 --- K1102 + 234.00

PROPOSED REBLOCKING ( R/S )K1102 + 075.40 --- K1102 + 105.20



Plans 13IL0121

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Transcript of Plans 13IL0121