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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
CHIEF, PLANNING AND DESIGN SECTION
RECOMMENDED:
RENULT G. RICARDO
ASSISTANT DISTRICT ENGINEER
APPROVED:
JAMES D. DELLOSA Lt.C. PA Res.
DISTRICT ENGINEER
SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. VII
CEBU 4TH DISTRICT ENG'G OFFICE
POBLACION DALAGUETE, CEBU
DETAILED ENGINEERING PLAN FORLOCAL 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
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
e
g
r
o
s
O
r
i
e
n
t
a
l
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
PROJECT NAME AND LOCATION:SHEET CONTENTS:
REVIEWED:
BRYAN B. CAMPUS
ENGINEER II
SUBMITTED:
MARLON D. MAROLLANO
CHIEF, PLANNING AND DESIGN SECTION
RECOMMENDED:
RENULT G. RICARDO
ASSISTANT DISTRICT ENGINEER
APPROVED:
JAMES D. DELLOSA Lt.C. PA Res.
DISTRICT ENGINEER
SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. VII
CEBU 4TH DISTRICT ENG'G OFFICE
POBLACION DALAGUETE, CEBU
DETAILED ENGINEERING PLAN FORLOCAL 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
DATE : DATE : DATE :DATE :
DRAFTED:
ARA MAE KATRINA Z. SAYAWAN
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
PROJECT NAME AND LOCATION:SHEET CONTENTS:
REVIEWED:
BRYAN B. CAMPUS
ENGINEER II
SUBMITTED:
MARLON D. MAROLLANO
CHIEF, PLANNING AND DESIGN SECTION
RECOMMENDED:
RENULT G. RICARDO
ASSISTANT DISTRICT ENGINEER
APPROVED:
JAMES D. DELLOSA Lt.C. PA Res.
DISTRICT ENGINEER
SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. VII
CEBU 4TH DISTRICT ENG'G OFFICE
POBLACION DALAGUETE, CEBU
DETAILED ENGINEERING PLAN FORLOCAL 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
DATE : DATE : DATE :DATE :
DRAFTED:
ARA MAE KATRINA Z. SAYAWAN
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
FILL WITH POURED JOINT FILLER
FORMED GROOVE WITH KEYWAYS
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
FORMED GROOVE WITH KEYWAYS
FILL WITH POURED JOINT FILLER
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
PROJECT NAME AND LOCATION:SHEET CONTENTS:
REVIEWED:
BRYAN B. CAMPUS
ENGINEER II
SUBMITTED:
MARLON D. MAROLLANO
CHIEF, PLANNING AND DESIGN SECTION
RECOMMENDED:
RENULT G. RICARDO
ASSISTANT DISTRICT ENGINEER
APPROVED:
JAMES D. DELLOSA Lt.C. PA Res.
DISTRICT ENGINEER
SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. VII
CEBU 4TH DISTRICT ENG'G OFFICE
POBLACION DALAGUETE, CEBU
DETAILED ENGINEERING PLAN FORLOCAL 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
DATE : DATE : DATE :DATE :
DRAFTED:
ARA MAE KATRINA Z. SAYAWAN
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
TYPICAL PAVEMENT MARKING DETAILS
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
TYPICAL PAVEMENT MARKING DETAILS
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