S. SECTIONS AND DETAILS
CONCRETE I - COVER SLAB
SIDE WALK
0.40
0
0.85
1.0
0.15
0.15
CONCRETE I - COVER SLAB
SIDE WALK
40.000
0.70
0.30
0.50
0.10
.00
B
CONCRETE FLOOR SLAB
SIDE WALK
0.10
0.65
1.20
ISOMETRIC PLAN
1:20 MTS.
DETAIL "A-A"
SCALE:
B
CONCRETE I - COVER SLAB
SIDE WALK
0.40
SECTION B
SCALE:
1:20 MTS.
2.00
1:20 MTS.
CONCRETE I - COVER SLAB
SIDE WALK
0.40
FIXED
at every 2.00m
SCALE:
INSTALL I - COVER
at every 2.00m
1
C
0.40
0.40
CONCRETE I - COVER SLAB
SIDE WALK
0.10
0.15
R = 0.05 m.
R = 0.03 m.
C
SECTION C
SCALE:
S=8%
1:20 MTS.
0.30
0.03
0.15
0.65
PLAN
I - COVER DETAIL
SCALE:
DETAILS OF PRE - CAST CONCRETE CURB & GUTTER
SCALE:
1:20 MTS.
1.00
1:20 MTS.
0.15
0.70
A
0.15
0.50
SIDE WALK
0.20
NATURAL GROUND LEVEL
S = 1.50 %
S = 8%
NOTE:
1. MATERIAL AND CONSTRUCTION REQUIREMENTS SHALL CONFORM
TO DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES
2004.
WATER LEVEL
2. USE OF MONOFILAMENT POLYPROPYLENE SYNTHETIC FIBERS (
D.O. 95, SERIES 2005 ) AS ADDITIVE TO CONCRETE MIX.
Elev. = 2.563
UNDERNEATH
3. CONCRETE CURB AND GUTTER SHALL BE CONSIDERED IN THE
DESIGN OF PAVED ROADS IF THE FUNCTION IS TO FACILITATE THE
CHANNELLING OF SURFACE WATER RUN-OFF THUS PREVENTING THE
EROSION OF SHOULDERS AND SLOPE.
0.70
1.00
UNDERNEATH WALL
SIDE WALK
10mm. thick cement plaster
4. MINIMUM CURB INLET INTERVAL ("D") 10.0METERS IN FLOODED
AREAS.
0.10
5. MINIMUM CURB INLET INTERVAL ("D") 20.0METERS IN OTHER AREAS.
6. CONCRETE CURB SHALL BE CONSIDERED IN THE DESIGN OF PAVED
ROADS IF THE FUNCTION IS TO SEPARATE THE ROAD FROM THE
ROADSIDE, DISCOURAGING DRIVERS FROM PARKING OR DRIVING ON
SIDEWALKS AND LAWNS.
A
TYPICAL SECTION
SCALE:
SECTION A
1:20 MTS.
SCALE:
1:20 MTS.
SET No. :
Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
OFFICE OF THE DISTRICT ENGINEER
LANAO DEL NORTE 2ND ENGINEERING DISTRICT
Seminary Drive, Del Carmen, Iligan City
WIDENING OF LANAO DEL NORTE INTERIOR
CIRCUMFERENCIAL ROAD (LDNICR)
K.O. 1527 + (-460) - K.O. 1527 + (-223)
ROAD SECTION I.D.: S00940MN
DETAIL OF PRE-CAST
CONC. CURB & GUTTER,
ISOMETRIC, TYPICAL
SECTION, I COVER DETAIL
SHEET No. :
JOEL C. SAAVEDRA,CE
ENGINEERING ASSISTANT
PDS
S-2
MARIA LIZA E. POMICPIC
ROEL A. LLAUDER
LEONORA C. CLET
MUSTAPHA D. DERON
ENGINEER II
ENGINEER II
CHIEF,PLANNING AND DESIGN SECTION
OIC-ASST. DISTRICT ENGINEER
REY PETER B. GILLE, DM
DISTRICT ENGINEER
2015
07
01 01
C.
CROSS SECTION
CL
CL
PROPOSED
Existing PCCP
Existing PCCP
PCCP
PROPOSED
PCCP
UNDERNEATH
WATER LEVEL
Existing PCCP
Existing PCCP
PCCP
PROPOSED
UNDERNEATH
UNDERNEATH
WATER LEVEL
PROPOSED
PCCP
UNDERNEATH
WATER LEVEL
WATER LEVEL
STA. 1527 + (-400)
10.066 10.322
4.05
3.35
10.299 10.306
0
0
STA. 0 + 060
10.356
3.35
10.275
9.35
FGE =10.365
OGE =10.365
10.304
0
10.614
0
10.309
3.55
11.074
4.55
A fill = 0.000
A cut = 5.009
A 200 = 1.710
10.819
11.35
10.840
5.35
10.856
3.35
10.919
6.35
STA. 1527 + (-320)
A fill = 0.000
A cut = 6.065
A 200 = 1.710
10.883
3.35
11.420
9.55
STA. 0 + 140
FGE = 10.879
OGE = 10.879
616
9.85
10.065
0
CL
CL
UNDERNEATH
Existing PCCP
PCCP
PROPOSED
UNDERNEATH
Existing PCCP
PROPOSED
Existing PCCP
Existing PCCP
PCCP
9.903
7.35
PROPOSED
PCCP
10.183
3.35
10.239
4.85
10.166
0
STA. 1527 + (-420)
10.236 10.193
3.35 4.35
STA. 1527 + (-340)
A fill = 0.000
A cut = 4.400
A 200 = 1.710
10.388
6.35
10.969
10.35
10.766
5.35
10.707
3.35
STA. 0 + 040
10.719
0
STA. 0 + 120
FGE = 10.852
OGE = 10.852
10.141 10.397
0
0
10.786
3.35
A fill = 0.000
A cut = 5.875
A 200 = 1.710
10.866
4.85
10.735
3.85
FGE =10.285
OGE =10.285
9.813
0
UNDERNEATH
UNDERNEATH
WATER LEVEL
9.780
5.85
PCCP
WATER LEVEL
WATER LEVEL
9.935
12.35
PROPOSED
WATER LEVEL
10.797
4.35
CL
CL
PROPOSED
UNDERNEATH
UNDERNEATH
Existing PCCP
PCCP
PROPOSED
Existing PCCP
PCCP
10.060
7.35
10.006
3.35
9.916
0
STA. 1527 + (-440)
A fill = 0.000
A cut = 5.411
A 200 = 1.710
10.364
0
FGE = 10.105
OGE = 10.105
PROPOSED
PCCP
UNDERNEATH
WATER LEVEL
WATER LEVEL
10.168
3.35
STA. 0 + 020
Existing PCCP
Existing PCCP
PCCP
UNDERNEATH
10.679
5.65
WATER LEVEL
10.083
12.35
PROPOSED
WATER LEVEL
10.418
14.35
10.634
3.35
10.612
0
10.757
8.65
10.619
3.65
10.355
10.35
10.260
4.35
10.674
3.35
STA. 1527 + (-360)
STA. 0 + 100
FGE =10.724
OGE =10.724
10.415
0
11.076
4.75
A fill = 0.000
A cut = 7.647
A 200 = 1.710
10.545
0
10.606
3.75
11.027
4.25
CL
CL
10.666
12.35
PROPOSED
UNDERNEATH
Existing PCCP
PCCP
UNDERNEATH
PROPOSED
Existing PCCP
PCCP
10.435
7.35
10.335 9.870
4.35 3.35
9.816
0
STA. 1527 + (-460)
STA. 0 + 000
10.010
3.35
9.836 9.962
0
4.35
9.989
5.35
Existing PCCP
Existing PCCP
PCCP
PROPOSED
PCCP
UNDERNEATH
WATER LEVEL
WATER LEVEL
WATER LEVEL
10.566
6.35
PROPOSED
WATER LEVEL
UNDERNEATH
A fill = 0.000
A cut = 6.692
A 200 = 1.710
10.00
10.35
10.447
5.35
10.509 10.284
6.35
0
10.467
3.35
10.259
5.85
10.455
0
FGE = 9.913
OGE = 9.913
STA. 1527 + (-380)
STA. 0 + 080
FGE =10.576
OGE =10.576
10.521
3.35
10.907
4.55
A fill = 0.000
A cut = 7.030
A 200 = 1.710
10.429
0
10.645
4.15
10.906
0
SET No. :
Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
OFFICE OF THE DISTRICT ENGINEER
LANAO DEL NORTE 2ND ENGINEERING DISTRICT
Seminary Drive, Del Carmen, Iligan City
WIDENING OF LANAO DEL NORTE INTERIOR
CIRCUMFERENCIAL ROAD (LDNICR)
K.O. 1527 + (-460) - K.O. 1527 + (-223)
PDS
C-1
CROSS SECTION
ROAD SECTION I.D.: S00940MN
JOEL C. SAAVEDRA, CE
ROEL A. LLAUDER
LEONORA C. CLET
MUSTAPHA D. DERON
ENGINEERING ASSISTANT
ENGINEER II
CHIEF,PLANNING AND DESIGN SECTION
OIC-ASST. DISTRICT ENGINEER
REY PETER B. GILLE, DM
DISTRICT ENGINEER
2015
SHEET No. :
08
01 02
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