republic of the philippines department of public … fileitem 201(1) - aggregate base course item...

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGIONAL OFFICE NO. VII

CEBU 4TH DISTRICT ENGINEERING OFFICE

POBLACION DALAGUETE, CEBU

C.Y. 2019 PROJECTDETAILED ENGINEERING PLAN FOR

LOCAL PROGRAM, LOCAL_ROADS_AND_BRIDGES, LOCAL ROADS, CONCRETING OF

LEPANTO - CERDEÑA ROAD AT BARANGAY TOLOSA,

MALABUYOC, CEBU

Sta. 0 + 000.00 - Sta. 0 + 468.70NET LENGTH = 468.70 M

JAMES D. DELLOSA Lt. C. PA Res

DISTRICT ENGINEER

APPROVED:RECOMMENDED:SUBMITTED:

RENULT G. RICARDO

ASSISTANT DISTRICT ENGINEER

MARLON D. MAROLLANO

CHIEF, PLANNING AND DESIGN SECTION

DATE: DATE: DATE:

PROJECT NAME AND LOCATION:SHEET CONTENTS:

REVIEWED:

BRYAN B. CAMPUS

ENGINEER II

SUBMITTED:

MARLON D. MAROLLANO


RECOMMENDED:

RENULT G. RICARDO


APPROVED:

JAMES D. DELLOSA Lt.C. PA Res.

DISTRICT ENGINEER

SHEET NO.




CEBU 4TH DISTRICT ENG'G OFFICE


DETAILED ENGINEERING PLAN FORLOCAL PROGRAM, LOCAL_ROADS_AND_BRIDGES, LOCAL ROADS,

CONCRETING OF LEPANTO - CERDEÑA ROAD AT BARANGAY TOLOSA,

MALABUYOC, CEBU


DATE : DATE : DATE :DATE :

DRAFTED:

ARA MAE KATRINA Z. SAYAWAN

ENGINEER I

DATE :

S T R A I G H T L I N E D I A G R A M

NOT TO SCALE

V I C I N I T Y M A P

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

SHEET CONTENTSSHEET NO.

COVER SHEET / TITLE SHEET1

2

3

LOCATION PLAN, PROJECT LENGTH DATA, INDEX OF DRAWINGS,

KEY MAP, LOCATION MAP AND VICINITY MAP

GENERAL NOTES, DESIGN CRITERIA, TYPICAL ROADWAY SECTION

CONSTRUCTION REQUIREMENTS, TABLE OF SHOULDERS

SUMMARY OF QUANTITIES, LEGENDS & ABBREVATION

TYPICAL PAVEMENT MARKING DETAILS

5

4 PCCP JOINT DETAILS

PROJECT LENGTH DATA

L I M I T S LENGTH

Sta. 0 + 000.00 - Sta. 0 + 468.70

468.70m.

NET LENGTH = 468.70 m.

PAVEMENT WIDTH = 4.00 m.

PAVEMENT THICKNESS = 0.15 m

T O T A L L E N G T H = 468.70 m.

OTHERS

DITCH

SHOULDER

DITCH

SHOULDER

OTHERS

CARRIAGE WAY

STA. 0 + 000 BEG. OF PROJECT STA. 0 + 468.70 END OF PROJECT

CONCRETING - ITEM 311(1)b

K E Y M A P

L O C A T I O N M A PL O C A T I O N M A P

REGION VII MAP

N

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g

r

o

s

O

r

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a

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Cebu

Siquijor

THIS SITE

Bohol

Bohol

THIS SITE

REGION VII

Luzon

South

China

Sea

Luzon

Strait

Philippine

Sea

Mindoro

Palawan

Sulu Sea

Panay

Cebu

Samar

Leyte

Mindanao

Negros

SITE

15 KMS FROM THE NATIONAL

ROAD (SBTR)

LOCATION PLAN

PROJECT LENGTH DATA

INDEX OF DRAWINGS

SITE MAPS

0205

LOOC

LAHRADOR

MAHANLUD

MINDANAO

SANTO NIÑO

UNO

DOS

ARMENA

POBLACION

MONTANEZA

LUMBO

TOLOSA

CERDEÑA

SORSOGON

SALMERON

MALABUYOC MAP

S

A

N

T

A

N

D

E

R

-B

A

R

ILI-T

O

LE

D

O

R

O

A

D


REVIEWED:

BRYAN B. CAMPUS

ENGINEER II

SUBMITTED:

MARLON D. MAROLLANO


RECOMMENDED:

RENULT G. RICARDO


APPROVED:


DISTRICT ENGINEER

SHEET NO.








MALABUYOC, CEBU



DRAFTED:


ENGINEER I

DATE :

PLEASE BE NOTED THAT THE QUANTITIES ARE SUBJECT TO

INCREASE OR DECREASE AS PER ACTUAL ACCOMPLISHMENT

ITEM DESCRIPTION UNIT QUANTITY

200 (1)

201 (1)

Aggregate Subbase Course m³

B.5

Occupational Safety and Health Program mo.

Aggregate Base Course, Crushed Grading A, 0.15m thk.(for Shouldering) m³

105 (1)a Subgrade Preparation (Common Material) m²

B.7(1)

Project Billboard / Sign Board each

B.9 Mobilization & Demobilization L.S.

4

5

1

7

6

2

3

8

1.00

SHOULDER

2.00 2.00

1.50%

4.00

ROADWIDTH

1.00

SHOULDER

6.00

TOTAL ROADWIDTH

1.50%

1

2

TYPICAL CROSS SECTION

SCALE 1 : 40 METERS

3.0% 3.0%

ITEM 311(1)a - PCC PAVEMENT (UNREINFORCED)

150mm THK.

ITEM 200(1) - AGGREGATE SUBBASE COURSEITEM 201(1) - AGGREGATE BASE COURSE

150mm THK.

ITEM 201(1) - AGGREGATE BASE COURSE

150mm THK.

311 (1)a PCC Pavement (Unreinforced), 0.15m thk. m²

612(1) Reflectorized Thermoplastic Pavement Markings (White) m²

g LONGITUDINAL GRADE

NORTHING

P.V.I.

Elev

LVC

POINT OF VERTICAL INTERSECTION

ELEVATION

LENGTH OF VERTICAL CURVE

DS

NC

RC

emax

Wmax

TL

T

DESIGN SPEED

NORMAL CROWN

REVERSE CROWN

LENGTH OF CURVE

MAXIMUM WIDENING

TRANSISTION LENGTH

TANGENT OF CURVE

P.T.

P.C.

Lc

R

I

PI

m

DIST

AZI

STATIONING

POINT OF TANGENCY

POINT OF CURVATURE

LENGTH OF CURVE

RADIUS OF CURVE

INTERSECTION ANGLE

POINT OF INTERSECTION

METER

DISTANCE

AZIMUTH

PVI STATION

PI STATION

LEGEND AND ABBREVIATIONS

E.G.E. EXISTING GROUND ELEVATION

F.G.E. FINISHED GRADE ELEVATION

I. SPECIFICATIONS

1. ALL WORKS SHALL COMPLY WITH THE DPWH STANDARD

SPECIFICATIONS FOR HIGHWAYS, BRIDGES AND AIRPORTS,

VOLUME II, 2013 EDITION.

2. UNLESS OTHERWISE SPECIFIED, DIMENSIONS ARE

EXPRESSED IN MILLIMETER WHILE DISTANCES AND

ELEVATIONS ARE IN TERMS OF METER.

3. THE THICKNESS OF THE CONCRETE PAVEMENT, AND

SUBBASE COURSE ARE RECKONED FROM A DESIGN

ANALYSIS IN CONFIRMITY WITH THE PROVISIONS OF

DEPARTMENT ORDER NO. 22 SERIES OF 2011.

4. PROPER CONNECTION SHALL BE PROVIDED AT THE END OF

THE PROJECT, WHEN NECESSARY, TO ENSURE A SAFE

TRANSITION BETWEEN THE NEW AND OLD / EXISTING

PAVEMENT.

5. FIELD DATA OF THIS PROJECT IS BASED ON ACTUAL SURVEY

CONDUCTED BY THE SURVEY TEAM OF THE

DPWH CEBU 4TH DISTRICT ENGINEERING OFFICE.

6. REFER TO A SEPARATE QUANTITY CALCULATION SHEETS

FOR THE DETAILED COMPUTATIONS OF QUANTITIES OF THE

ITEMS OF WORK OUTLINED FOR THIS PROJECT.

7. THE IMPLEMENTING OFFICE SHALL IDENTIFY THE

LOCATIONS AND PROVIDE ACCESSIBILITY FACILITIES FOR

PERSONS WITH DISABILITY IN ACCORDANCE WITH D.O. 37,

SERIES OF 2009.

8. THE IMPLEMENTING OFFICE SHALL IDENTIFY THE

LOCATIONS OF THE NECESSARY ROAD SAFETY

FACILITIES OR THE PROTECTION OF THE PUBLIC

AND MOTORISTS.

9. PRIOR TO THE COMMENCEMENT OF THE ACTUAL

CONSTRUCTION, AN AS-STAKED SURVEY SHALL BE

CONDUCTED BY THE WINNING BIDDER IN COORDINATION

WITH THE IMPLEMENTING OFFICE CONCERNED WHEREIN

THE RESULTING PLAN AS-STAKED PLAN SHALL BE

APPROVED BY THE PROPER AUTHORITIES.

DEGREE.

10. BEFORE THE START OF ACTUAL CONSTRUCTION, THE AS-

STAKED PLAN SHOULD BE SUBMITTED TO THE DISTRICT OFFICE

IN ORDER THAT IMMEDIATE STEPS MAY BE UNDERTAKEN

TO CORRECT OR ADJUST WHATEVER APPRECIABLE DEVIATION

THERE MAY BE FROM THE ORIGINAL PLAN.

11. THE ACTUAL CBR SHALL BE VERIFIED AND VALIDATED PRIOR TO

CONSTRUCTION BY UNDERTAKING AUGER HOLE/TEST PITTING IN

ACCORDANCE WITH THE DESIGN GUIDELINES, CRITERIA AND

STANDARDS.

12. NO HORIZONTAL CURVE IS REQUIRED WHEN THE

INTERSECTION (CENTRAL) ANGLE IS LESS THAN ONE

DEGREE.

VALUE OF SLOPE RATIOS OF CUT & FILL

0.0 to 1.0

HEIGHT OF

SLOPE (m)

APPROXIMATE SLOPE RATIO

NATURE OF

MATERIAL

CUT SLOPE

RATIO

FILL SLOPE

RATIO

REMARKS

EARTH 4:1 4:1

1.1 to 2.0 EARTH 2:1 2:1

SOFT ROCK,

CORAL, SHALE,

CEMENTED GR.

1.1 to 2.0

VARIES FROM

1 to 1:1

2:1

1.1 to 2.0 HARD ROCK

NATURAL

BREAK DESIGN

SLOPE 0.5:1

2:1

OVER 2.0

EARTH

SOFT ROCK,

CORAL, SHALE,

CEMENTED GR.

OVER 2.0

VARIES FROM

0.5:1 to 1:1

1.5:1

1.5 to 1.0 1.5 to 1.0

OVER 2.0 HARD ROCK

NATURAL

BREAK DESIGN

SLOPE 0.5:1

1.25:1

CUT SL0PE STAKE WILL DEPEND

UPON STABILITY OF MATERIAL

CUT SL0PE STAKE WILL DEPEND

UPON STABILITY OF MATERIAL

NATURAL BREAK IS LOPE RESULTING AFTER BLASTING

& SEALING OF LOOSENED MATERIAL DESIGN PURPOSES,

NORMAL SLOPE USED IN HARD ROCK WILL BE 0.5:1

NATURAL BREAK IS LOPE RESULTING AFTER BLASTING

& SEALING OF LOOSENED MATERIAL DESIGN PURPOSES,

NORMAL SLOPE USED IN HARD ROCK WILL BE 0.5:1

III. CONSTRUCTION REQUIREMENTS:

PRIOR TO CONSTRUCTION, THE ADEQUACY/APPROPRIATENESS

OF THE THICKNESS OF THE PAVEMENT STRUCTURE SHALL BE

VALIDATED BY UNDERTAKING PAVEMENT DESIGN ANALYSIS,

TAKING INTO CONSIDERATION THE ACTUAL CBR, EXISTING

PAVEMENT CONDITION AND TRAFFIC (ESAL) ALONG THE ROAD

SECTION.

"S"

TABLE FOR SHOULDER SLOPE "S"

(HIGH SHOULDERS)

"e"

3

4

5

6

7

8

3

3

2

1

0

-1

II. DESIGN CRITERIA for PCCP

CESAL, W

Z

R

18

DESIGN LIFE

10 Years

- 1.037

TGR

CBR

M

S

R

P

P

Psi

R

o

o

t

2.43%

18,000

0.45

85%

4.2

2.5

1.70

SN

RF

2.89

1.00

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

S U M M A R Y O F Q U A N T I T I E S

T Y P I C A L R O A D W A Y S E C T I O N S

2.00

2.83

1.00

2,812.20

515.57

140.61

1,874.80

93.74

0305

TYPICAL ROADWAY SECTIONS

SUMMARY OF QUANTITIES

GENERAL NOTES

DESIGN CRITERIA

CONSTRUCTION REQUIREMENTS

TABLE OF SHOULDERS

LEGENDS & ABBREVATION


REVIEWED:

BRYAN B. CAMPUS

ENGINEER II

SUBMITTED:

MARLON D. MAROLLANO


RECOMMENDED:

RENULT G. RICARDO


APPROVED:


DISTRICT ENGINEER

SHEET NO.








MALABUYOC, CEBU



DRAFTED:


ENGINEER I

DATE :

SCALE

TYPICAL PLAN OF A TWO LANE PAVEMENT

C-5

1A

1 : 50

SCALE

DETAIL "B"

C-5

1C

1 : 10

SCALE

DETAIL "A"

C-5

1B

1 : 10

SCALE

DETAIL "C"

C-5

1D

1 : 10

SCALE

S E C T I O N

C-5

1E

1 : 10

SCALE

P L A N

C-5

1I

1 : 10

SCALE

S E C T I O N

C-5

1G

1 : 40

SCALE

DETAILS OF JOINT IN RIGID PAVEMENT

C-5

1H

NTS

SCALE

STANDARD PORTLAND CEMENT CONCRETE PAVEMENT DETAIL

C-5

1

AS SHOWN

SCALE

S E C T I O N

C-5

1J

NTSSCALE

S E C T I O N

C-5

1K

NTS

SCALE

S E C T I O N

C-5

1F

1 : 40

TRANSVERSE AND LONGITUDINAL CONST'N

JOINT TO BE USED ONLY FOR CONNECTIONS

SCALE

ALONG CURVES

C-5

1L

NTS

DETAIL OF BAR SPACING

DETAIL OF EXPANSION JOINT (DOWELLED) AT

SCALE

CERTAIN INTERSECTION AND STRUCTURES

C-5

1M

NTS

T

25

0

1/3T

1/3T

30

0

PLAIN DOWEL BARS

PLAIN DOWEL BAR

SHALL BE PAINTED WITH

ONE HALF OF THE LENGTH

APPROVED RED LEAD AND

THEN GREASED.

T

FIRST SLAB

OR CONTRACT JOINTS)

(KEYED TRANVERSE CONSTRUCTION

30

0

25

25

0

FIRST SLAB

(BUTT TRANVERSE CONSTRUCTION

OR CONTRACT JOINTS)

FILL WITH POURED JOINT FILLER

FORMED GROOVE WITH KEYWAYS

25

12

5.0

1/3T

USED IN HALF WIDTH CONSTRUCTION)

(WEAKENED PLANE JOINT



12

5.0

25

11

11

1/3

T1

/3

T

WOODEN/METAL SIDE FORM

25

1/3

T

@ 750mm O.C.

ROOFING NAIL

CONTRACTION JOINT

DETAIL 'C'

300

750750

4500

WIDTH AS SHOWN ON PLANS

DEFORMED TIE BAR

375

750

SE

CT

IO

N I

300

375

(TRANVERSE AND LONGITUDINAL CONSTRUCTION

1/3

T

12

5

OR CONTRACTION JOINT)

300

BY THE ENGINEER)

(@4.5m INTERVAL OR AS DIRECTED

SAWED GROOVE WITH POURED JOINT FILLER

50

6

5

1/3T

1/3T

FIRST SLAB



WEAKENED PLANE JOINT

SEE

(2-LANE PAVING)

SAWED JOINT

DETAIL 'A'

SEE

TIE BARS.

(30) MINUTES OR LONGER.

N O T E :

300

300

750

300

300

375

300

300

4500

DEFORMED TIE BARS

750

LONGITUDINAL

750750

JOINT

375

750750 750

TYPICAL BAR LAYOUT

E-5

300

300

PLAIN DOWEL BARS

1500

MINIMUM

BE PLACED ON EACH DOWEL

A SMOOTH RIDING SURFACE.

POURED IN SUCH MANNER THAT SPILLING SHALL BE PREVENTED/ELIMINATED,THUS PROVIDE

20mm PREMOLDED

EXPANSION FILLER

FOR HIGHWAYS, BRIDGES AND AIRPORTS, 2004".

ONE TYPE SHALL BE USED FOR THE WHOLE PROJECT.

BLACK IRON FREE FROM RUST AND LINKS.

PROVIDED BEFORE OR AFTER AN EXPANSION JOINT.

CONCRETE HAD BEEN CURED AND BEFORE OPENING PAVEMENT TO TRAFFIC. ASPHALT SEAL SHALL BE

11. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED.

12. AVOID STOPPAGE OF FORMWORKS ALONG CURVES.

1. MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE "DPWH STANDARD SPECIFICATIONS

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. TIE BARS SHOULD BE DEFORMED STEEL BARS, ALL DOWEL BARS SHALL BE SMOOTH ROUND STEEL

BAR FREE FROM RUST AND OTHER DEFECTS WHICH MIGHT RESTRICT THEIR MOVEMENT.

5. TYPE OF WEAKENED PLANE JOINT TO BE USED SHALL BE AS SPECIFIED IN THE PLANS AND ONLY

6. MATERIAL FOR THE METAL SIDE FORM SHALL BE BRAND NEW SHEET METAL GAUGE NO. 18 OF

7. AT LEAST SIX (6) SUCCESSIVE DOWELLED BUTT JOINTS AT NORMAL JOINT SPACING SHALL BE

8. THE GROOVE OR CRACK ABOVE JOINTS (LONGITUDINAL OR TRANSVERSE) SHALL BE SEALED WITH

30-50 PENETRATION ASPHALT SEAL OR COLD APPLIED LIQUID RUBBER COMPOUND AFTER THE

9. ALL TRANSVERSE JOINTS, EXCEPT CONSTRUCTION JOINT, SHALL BE CONTINUOUS FROM EDGE TO EDGE.

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

b

TRANSVERSE CONTACT JOINT

OF WEAKENED PLANE JOINT

1/3

T

11

METAL SIDE FORM

25

11

1/3

T1

/3

T

DETAIL 'D'

a

b

a

bb

LONGITUDINAL JOINT

GENERAL NOTES :

BAR ON ALTERNATE END

HALF OF THE BAR ON THE

SIDE OF THE METAL DOWEL

CAP SHALL BE PAINTED W/

RED LEAD AND THEN GREASED

CONCRETE PAVEMENT

750

V A R I A B L E

FLARING OF NEW CONCRETE PAVEMENT

250

NEW PAVEMENT

FIXED

300

PLAIN DOWEL BAR

CONST. JOINT TO BE

MOPPED W/ASPHALT

DEFORMED TIE BAR

SEE

DETAIL 'B'

CONTACT JOINT

(HALF LANE PAVING)

SEE

Te

1/3Te

1/3Te

1/3Te

12

5

PAVEMENT

EXISTING

NEW PAVEMENT

25

300

Tn-Te

FORMED GROVE WITH KEYWAYS

FILL WITH HOT POURED JOINT FILLER

GROUT

Tn

Te

12

EXISTING PAVEMENT

25

5

750

EXISTING CONCRETE PAVEMENT

F L A

R

I N

G

BE

GIN

NIN

G O

F

750 750 750

300

750 750750750750 750750 750750 750 750 750

DOWEL BARSBAR SUPPORT

EDGE OF EXISTING

Te = THICKNESS OF EXISTING PAVEMENT

T = THICKNESS OF NEW PAVEMENT

METAL DOWEL CAP GAUGE

NO.18 25mm INSIDE DIAMETER

DOWEL BAR

SLIDING

50

30-50 PENETRATION ASPHALT SEAL

SEALING COMPOUND

OR COLD APPLIED LIQUID RUBBER BASE

25

3

25

T

EXTG. CONCRETE PAVEMENT

OUTLINE OF CHIPPED OFF

T-1/2Te

1/2Te

WHERE:

BE CHIPPED OFF PERPENDICULARLY TO

LESS THAN

BE PROVIDED TO CONNECT THE NEW PAVEMENT

NOTE:

EXISTING BASE ABOUT 300mm WIDE

DISTANCE WHERE THE FLARE IS

1000mm AND NECESSARY DOWEL BARS

WITH THE EXISTING PAVEMENT.

750750

MIN

IM

UM

1000

THE EXISTING CONCRETE PAVEMENT

TO A

SHALL

THE

SHALL

T

T

2000

2000

T a b DOWELS AT CONTRACT JOINTS TIE BARS AT LONGITUDINAL JOINT

E-5

E-5

E-5

E-5E-5

E-5

5

LANE SHOWING TRANSVERSE CONSTRUCTION

TRANSVERSE CONSTRUCTION JOINT

JOINT AT LOCATION OF WEAKENED PLANE JOINT

LANE SHOWING TRANSVERSE CONSTRUCTION JOINT

AT MIDDLE THIRD OF NORMAL JOINT INTERVAL

TRANSVERSE CONSTRUCTION JOINTS WHICH OCCUR

CONSTRUCTION JOINT

TRANSVERSE CONSTRUCTION ( CONTACT ) JOINT

SHALL BE PROVIDED AT THE END OF ANY RUN WHERE

LAYING OF CONCRETE HAS BEEN STOPPED FOR THIRTY

AT LOCATION OF WEAKENED PLANE JOINT SHOULD BE

BUTT JOINTS WITH DOWELS. IF JOINT OCCURS IN THE

MIDDLE THIRD OF THE WEAKENED JOINT INTERVAL

(1500-3000mm) IT SHOULD BE KEYED JOINTS WITH

DETAIL OF SIDE FORMS

150 375 TO 600 600 20mmØ, L = 600mm, @ 300mm 16mmØ, L = 600mm, @ 750mm

0405PCCP JOINT DETAILS

AutoCAD SHX Text

CONST'N JOINT TO BE USED FRO FLARING

AutoCAD SHX Text

EXISTING CONCRETE PAVEMENT

AutoCAD SHX Text

(SHOWING FLARING OF EXIST. CONC. PAVEMENT)

AutoCAD SHX Text

(TRANSVERSE JOINT)

AutoCAD SHX Text

(TRANSVERSE JOINT)


REVIEWED:

BRYAN B. CAMPUS

ENGINEER II

SUBMITTED:

MARLON D. MAROLLANO


RECOMMENDED:

RENULT G. RICARDO


APPROVED:


DISTRICT ENGINEER

SHEET NO.








MALABUYOC, CEBU



DRAFTED:


ENGINEER I

DATE :

SHOULDER

SHOULDER

ROADWAYC

L

EDGE OF ROAD

TWO LANES PAVEMENT MARKING

N T S

85% SPEED LIMITS >60KPH L1=3000, L2 = 9000

85% SPEED LIMITS 60KPH L1=3000, L2 = 6000

SHOULDER

SHOULDER

TWO-LANE ROAD-TRIPLE STRIPE DESIGN

EDGE OF ROAD

PAVEMENT MARKING APPLICATION OF NO PASSING ZONES

N T S

100mm SOLID WHITE

REFLECTORIZED EDGE LINE

STRUCTURE

N T S

METHOD OF LOCATING AND DETERMINING THE LIMIT

150mm SOLID YELLOW

REFLECTORIZED BARRIER LINE

SEPARATED FROM ADJACENT

LINE BY A SPACE OF 150mm

BARRIER LINE MAY OR MAY

A. A" BEGIN NO-PASSING ZONE

THAN THE MINIMUM AS MEASURED

SIGHT DISTANCE BECOMES LESS

BETWEEN POINTS OF CENTERLINE.

THE MINIMUM REQUIRED LEGTH.

SIGHT DISTANCE AGAIN EXCEED

B. B" END NO-PASSING ZONE

NOT OVERLAP.

NO PASSING LINES ON HORIZONTAL CURVES

N T S

NO PASSING LINES ON VERTICAL CURVES

METHOD OF LOCATING AND DETERMINING THE LIMIT

DESIGN SPEED

MINIMUM PASSING SIGHT DISTANCE

( KPH ) ( M )

30 kph

40 kph

50 kph

60 kph

70 kph

80 kph

90 kph

100 kph

110 kph

120 kph

200 m

285 m

345 m

407 m

482 m

541 m

605 m

670 m

728 m

792 m

100

100

100

100

100

100


M

M

NO PASSING ZONE, A to B

NO PASSING ZONE, A" to B"

1.30m HEIGHT OF OBJECT

NO PASSING ZONE

NO PASSING ZONE

DEPENDING ON VERTICAL ALIGNMENT

DIRECTIONS MAY OR MAY NOT OVERLAP,

BETWEEN POINTS 1.07 METERS

THAN THE MINIMUM AS MEASURED

SIGHT DISTANCE BECOMES LESS

A OR A" BEGIN NO PASSING ZONE NO-PASSING ZONE IN OPPOSITE

N O T E :

ABOVE PAVEMENT.

AND DESIGN SPEED.

SIGHT DISTANCE AGAIN EXCEED MINIMUM.

B. B" END NO-PASSING ZONE

107

107

MINIMUM PASSING SIGHT DISTANCE FOR DESIGN SPEED

MINIMUM PASSING SIGHT DISTANCE FOR DESIGN SPEED

NO PASSING ZONE, A to B

ROADWAY C

L

R

O

A

D

W

A

Y

C

L

ROADWAY C

L

NO PASSING ZONE, A" to B"

0505


AutoCAD SHX Text

B"

AutoCAD SHX Text

A"

AutoCAD SHX Text

B

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

A"

AutoCAD SHX Text

B"

republic of the philippines department of public … fileitem 201(1) - aggregate base course item...

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