1 drainage layout plan aeronautical areasdotr.gov.ph/.../bd/dociii/drawingvol1/6.pdf · v-ditch...
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0
GRAPHICAL SCALE
100 250 500 m.
OPEN DITCH CANAL, H=1.0m, W= 4.0m
L=118m, S=0.1%
OPEN DITCH CANAL, H=1.0m,W= 2.0m
L=245m, S=0.1%
OPEN DITCH CANAL, H=1.0m,W=2.0m
L=765m, S=0.1%
OPEN DITCH CANAL, H=1.0m, W=3.0m
L=728m, S=0.1%
2-600mm dia.RCP
L=50m, S=0.1%
2-600mm dia.RCP
L=50m, S=0.1%
2-600mm dia.RCP
L=50m, S=0.1%
3-600mm dia.RCP
L=50m, S=0.1%
3-600mm dia.RCP
L=50m, S=0.1%
3-600mm dia.RCP
L=50m, S=0.1%
4-6m dia.RCP
L=50m, S=0.1%
4-6m dia.RCP
L=50m, S=0.1%
RCP, 3-750mm dia.
L=12m,S=0.2%
RCP, 3-750mm dia.
L=12m,S=0.2%
RCP, 2-750mm dia.
L=12m,S=0.2%
x = 7460.000
y = 5109.500
I.E. = 7.251
x = 7510.000
y = 5109.500
I.E. = 7.301
x = 7560.000
y = 5109.500
I.E. = 7.351
x = 7805.000
y = 5109.500
I.E. = 7.596
x = 7770.000
y = 4890.500
I.E. = 7.145
x = 7410.000
y = 5109.500
I.E. = 7.201
x = 7360.000
y = 5109.500
I.E. = 7.151
x = 7310.000
y = 5109.500
I.E. = 7.101
x = 7260.000
y = 5109.500
I.E. = 7.051
x = 7210.000
y = 5109.500
I.E. = 7.001
x = 7160.000
y = 5109.500
I.E. = 6.951
x = 7030.000
y = 5109.500
I.E. = 6.809
x = 7042.000
y = 5109.500
I.E. = 6.833
x = 7030.000
y = 4890.500
I.E. = 6.393
x = 7042.000
y = 4890.500
I.E. = 6.417
x = 7030.000
y = 4777.500
I.E. = 5.972
x = 7042.000
y = 4777.500
I.E. = 5.995
x = 7807.000
y = 4777.500
I.E. = 6.760
V-DITCH 1.0MX0.10M
TYPE 2-1TYPE 2-1
TYPE 2-2TYPE 2-2
TYPE 2-3
TYPE 2-3
TYPE 2-2
TYPE 2-1
SCALE
1 DRAINAGE LAYOUT PLAN AERONAUTICAL AREAS1: 2000 m.
KEY PLAN
C2
-2
30
0-0
2
Republic of the Philippines JAPANINTERNATIONAL
COOPERATIONAGENCY
NIPPON KOEICO., LTD.
NJS CONSULTANTSCO., LTD.
JAPAN AIRPORTCONSULTANTS,
INC.
JICA DESIGN CONSULTANT JOINT VENTURE
(ORIGINAL SIGNED)
(ORIGINAL SIGNED)
(ORIGINAL SIGNED) (ORIGINAL SIGNED)
7.756
7.2
7.969
7.976
C75-2: 0.2%
L: 39.19m
dia 600mm
C75-3: 0.2%
L: 43.7m
dia 600mm
C75-4: 0.2%
L: 38.7m
dia 750mm
C76-1: 0.2%
L: 45.3m
dia 750mm
C76-2: 0.2%
L: 55.33m
dia 750mm
C77-1: 0.2%
L: 52.87m
dia 900mm
C
7
7
-
2
:
0
.
2
%
L
:
2
1
.
9
9
m
d
i
a
9
0
0
m
m
C75-1: 0.2%
L: 50.0m
dia 450mm
C65-2: 0.2%
L: 36.37m
dia: 1050mm
C65-1: 0.2%
L: 38.06m
dia: 1050mm
C65-3:
0.2%
L: 37.87m
dia:1050mm
C65-5:
0.2%
L: 35.77m
dia:1050mm
C65-4:
0.2%
L: 32.68m
dia:1050mm
C66-2:
0.2%
L:
43.49m
dia:1050mm
C67-2: 0.2%
L: 52.90m
dia: 1050mm
C67-4:
0.2%
L: 50.67m
dia:
1050mm
C
6
7
-
6
:
0
.
2
%
L
:
2
1
.
8
5
m
d
i
a
:
1
0
5
0
m
m
C65-6: 0.2%
L: 23.10m
dia: 450mm
C65-7: 0.2%
L: 23.54m
dia: 450mm
C65-8: 0.2%
L: 30.56m
dia: 300mm
C
6
5
-9
: 0
.2
%
L
: 2
3
.2
9
m
d
ia
: 6
0
0
m
m
C66-1: 0.2%
L: 51.0m
dia: 450m
m
C66-1a:
0.2%
L: 25.62m
dia:
450m
m
C67-1: 0.2%
L: 51.0m
dia: 450m
m
C67-5: 0.2%
L: 51.0m
dia: 450m
m
C67-3: 0.2%
L: 51.0m
dia: 450m
m
C55-1: 0.2%
L: 39.255m
dia: 600mm
C55-3: 0.2%
L: 41.27m
dia: 600mm
C55-2: 0.2%
L: 38.39m
dia: 600mm
C55-4: 0.2%
L: 28.27m
dia: 600mm
C56-1: 0.2%
L: 26.55m
dia: 750mm
C56-2: 0.2%
L: 38.65m
dia: 750mm
C57-1: 0.2%
L: 33.82m
dia: 750mm
C57-2: 0.2%
L: 33.04m
dia: 750mm
C57-3: 0.2%
L: 40.54m
dia: 750mm
C
5
7
-
4
:
0
.
2
%
L
:
2
2
.
3
3
m
d
i
a
:
7
5
0
m
m
C65-6a: 0.2%
L: 50.10m
dia: 450mm
C64-8a:
0.2%
L: 50.3m
dia: 450mm
IMH Type-1
x=5929.516
y=4444.495
I.E.
OUT
=5.877
IMH Type-1
x=5904.539
y=4444.495
I.E.
OUT
=5.641
IMH Type-3
x=5857.284
y=4469.171
I.E.
IN
=4.893
I.E.
OUT
=4.889
Head Wall
x=5609.310
y=4479.01
I.E.
OUT
=4.397
IMH Type-2
x=5874.999
y=4399.962
I.E.
IN
=5.301
I.E.
OUT
=5.298
Head Wall
x=5609.311
y=4409.349
I.E.
OUT
=4.467
IMH Type-2
x=5630.099
y=4399.962
I.E.
IN
=4.515
I.E.
OUT
=4.511
IMH Type-2
x=5684.771
y=4399.962
I.E.
IN
=4.774
I.E.
OUT
=4.621
IMH Type-2
x=5741.899
y=4399.962
I.E.
IN
=4.887
I.E.
OUT
=4.884
IMH Type-2
x=5788.999
y=4399.962
I.E.
IN
=4.980
I.E.
OUT
=4.977
IMH Type-2
x=5829.499
y=4399.962
I.E.
IN
=5.211
I.E.
OUT
=5.057
IMH Type-2
x=5915.989
y=4399.962
I.E.
IN
=5.532
I.E.
OUT
=5.379
IMH Type-1
x=5967.789
y=4399.962
I.E.
IN
=5.635
I.E.
OUT
=5.632
IMH Type-3
x=5936.254
y=4469.171
I.E.
IN
=5.049
I.E.
OUT
=5.044
IMH Type-3
x=5897.507
y=4469.171
I.E.
IN
=4.972
I.E.
OUT
=4.968
IMH Type-2
x=5853.321
y=4444.495
I.E.
IN
=5.541
I.E.
OUT
=5.539
IMH Type-1
x=5829.120
y=4444.495
I.E.
IN
=5.590
I.E.
OUT
=5.587
IMH Type-1
x=5804.474
y=4444.493
I.E.
IN
=5.789
I.E.
OUT
=5.637
IMH Type-1
x=5772.807
y=4444.493
I.E.
OUT
=5.850
IMH-Type-3
x=5822.226
y=4469.171
I.E.
IN
=4.824
I.E.
OUT
=4.820
IMH Type 3
x=5784.131
y=4469.171
I.E.
IN
=4.749
I.E.
OUT
=4.745
IMH Type-3
x=5738.286
y=4469.171
I.E.
IN
=4.659
I.E.
OUT
=4.655
IMH Type-3
x=5683.026
y=4469.171
I.E.
IN
=4.550
I.E.
OUT
=4.546
IMH Type-3
x=5629.999
y=4469.171
I.E.
IN
=4.445
I.E.
OUT
=4.440
IMH Type-1
x=5784.131
y=4496.524
I.E.
IN
=5.402
I.E.
OUT
=5.400
IMH-Type-1
x=5784.131
y=4446.930
I.E.
OUT
=5.504
IMH Type-1
x=5738.286
y=4519.747
I.E.
OUT
=5.361
IMH Type-1
x=5683.026
y=4519.747
I.E.
OUT
=5.252
IMH Type-1
x=5630.099
y=4519.747
I.E.
OUT
=5.147
IMH Type-1
x=5965.560
y=4584.933
I.E.
IN
=5.294
I.E.
OUT
=5.292
IMH Type-2
x=5924.505
y=4584.933
I.E.
IN
=5.214
I.E.
OUT
=5.060
IMH Type-2
x=5884.311
y=4584.933
I.E.
IN
=4.984
I.E.
OUT
=4.980
IMH Type-2
x=5841.239
y=4584.933
I.E.
IN
=4.898
I.E.
OUT
=4.894
IMH Type-2
x=5811.416
y=4584.9331
I.E.
IN
=4.838
I.E.
OUT
=4.835
IMH Type-2
x=5783.063
y=4584.933
I.E.
IN
=4.782
I.E.
OUT
=4.629
IMH Type-2
x=5742.609
y=4584.933
I.E.
IN
=4.552
I.E.
OUT
=4.548
IMH Type-2
x=5706.983
y=4584.933
I.E.
IN
=4.481
I.E.
OUT
=4.478
IMH Type-2
x=5672.138
y=4584.933
I.E.
IN
=4.412
I.E.
OUT
=4.409
IMH Type2
x=5629.799
y=4584.933
I.E.
IN
=4.328
I.E.
OUT
=4.324
S-I
S-IS-I
S-I S-I
S-IS-I
S-I
S-I
S-IS-I
S-I
GH-2GH-2
GH-1
GH-1
MA
TC
HL
IN
E
FO
R C
ON
TIN
UA
TIO
N R
EF
ER
T
O
SH
EE
T N
O.
C53-4A: 0.2%
L: 21m
dia: 450mm
C55-2A: 0.2%
L: 28.44m
dia: 450mm
C55-1A: 0.2%
L: 25.298m
dia: 450mm
C54-3A: 0.2%
L: 21.20m
dia: 450mm
C65-4A:
0.2%
L: 18.60m
dia:450mm
C65-3A:
0.2%
L: 18.82m
dia:450mm
C65-2A:
0.2%
L: 17.444m
dia: 450mm
C65-1A:
0.2%
L: 16.87m
dia: 450mm
DS1: 0.2%
L: 8.95m
dia: 300mm
DS2: 0.2%
L: 6.0m
dia: 300mm
DS3: 0.2%
L: 9.95m
dia: 300mm
DS4: 0.2%
L: 17m
dia: 300mm
DS4: 0.2%
L: 10m
dia: 300mm
S-I
S-I
S-IS-I
S-I
S-I
OP
EN
D
IT
CH
C
AN
AL
, H
=1
.5
m, W
=4
.0
m
L=
40
2.6
m, S
=0
.1
%
OPEN DITCH CANAL, H=1.0m, W=2.0m
L=449.7m, S=0.1%
SCALE
1 DRAINAGE LAYOUT PLAN1:200 M.
Republic of the Philippines JAPANINTERNATIONAL
COOPERATIONAGENCY
NIPPON KOEICO., LTD.
NJS CONSULTANTSCO., LTD.
JAPAN AIRPORTCONSULTANTS,
INC.
JICA DESIGN CONSULTANT JOINT VENTURE
(ORIGINAL SIGNED)
(ORIGINAL SIGNED)
(ORIGINAL SIGNED) (ORIGINAL SIGNED)
8.325
8.045
7.933
C71-1:
0.2%
L: 47.71m
dia 375mm
C73-1:
0.2%
L: 52.48m
dia 600mm
C72-1: 0.2%
L: 58.19m
dia 450mm
C73-2: 0.2%
L: 43.56 m
dia 600m
m
C74-1: 0.2%
L: 38.0m
dia 450mm
C74-2: 0.2%
L: 40.51m
dia 450mm
C75-1: 0.2%
L: 50.0m
dia 450mm
C65-1: 0.2%
L: 38.06m
dia: 1050mm
C62-1: 0.2%
L: 63.8m
dia: 600mm
C63-1:
0.2%
L: 59.8m
dia:
750mm
C64-1:
0.2%
L: 39.7m
dia:
900mm
C64-3:
0.2%
L: 39.9m
dia:
900mm
C64-5:
0.2%
L: 40.9m
dia:
900mm
C61-7: 0.2%
L: 31.5m
dia: 375mm
C61-7
a:
0.2
%
L: 34.5
6m
dia
: 375m
m
C
6
1
-6
:
0
.2
%
L
: 3
5
.0
8
m
d
ia
:
4
5
0
m
m
C61-3:
0.2%
L: 21.71m
dia:
375m
m
C61-5: 0.2%
L: 36.43m
dia: 300mm
C61-1: 0.2%
L: 51.73m
dia 0.3m
C61-2:
0.2%
L: 11.79m
dia 0.3 m
C61-4:
0.2%
L:
15.81m
dia:
450m
m
C62-2: 0.2%
L: 34.45m
dia 0.3m
C62-3:
0.2%
L: 14.23m
dia 0.3 m
C62-4: 0.2%
L: 19.48m
dia: 375m
m
C62-5: 0.2%
L: 33.08m
dia: 450m
m
C62-6: 0.2%
L: 35.25m
dia: 300mm
C62-7:
0.2%
L: 19.32m
dia:
450m
m
C63-3:
0.2%
L: 11.96m
dia 0.3 m
C63-2: 0.2%
L: 23.30m
dia 0.3m
C63-4: 0.2%
L: 27.7m
dia: 375m
m
C63-5: 0.2%
L: 22.76m
dia: 450m
m
C63-6: 0.2%
L: 24.2m
dia: 300mm
C63-7: 0.2%
L: 20.98m
dia: 450m
m
C64-4:0.2%
L: 50.0m
dia:
450m
m
C64-2:0.2%
L: 50.0m
dia: 450m
m
C64-6: 0.2%
L: 30.56m
dia: 300mm
C64-7: 0.2%
L: 23.54m
dia: 450mm
C64-8:
0.2%
L: 23.10m
dia: 450mm
C
6
4
-9
: 0
.2
%
L
: 2
3
.3
5
m
d
ia
: 6
0
0
m
m
C51-1: 0.2%
L: 21.96m
dia: 300mm
C51-2: 0.2%
L: 30.364m
dia: 300mm
C52-1: 0.2%
L: 32.15m
dia: 300mm
C52-2: 0.2%
L: 30.24m
dia: 300mm
C52-3:
0.2%
L: 33.12m
dia: 300mm
C53-1: 0.2%
L: 39.19m
dia: 375mm
C54-1: 0.2%
L: 47.15m
dia: 450mm
C54-2: 0.2%
L: 34.51
dia: 450mm
C54-3: 0.2%
L: 38.97m
dia: 450mm
C55-1: 0.2%
L: 39.255m
dia: 600mm
C64-8a:
0.2%
L: 50.3m
dia: 450mm
Head Wall
x=6095.646
y=4355.500
I.E.in=5.207
I.E.out=5.007
IMH Type-1
x=6185.057
y=4560.077
I.E.
OUT
=6.499
IMH Type-1
x=6050.003
y=4519.817
I.E.
OUT
=5.998
IMH Type-1
x=6010.099
y=4520.817
I.E.
OUT
=5.915
IMH Type-1
x=6061.448
y=4444.480
I.E.
OUT
=6.085
IMH Type-1
x=6029.781
y=4444.495
I.E.
IN
=6.024
I.E.
OUT
=5.872
IMH Type-1
x=6005.136
y=4444.495
I.E.
IN
=5.825
I.E.
OUT
=5.823
IMH Type-2
x=5980.935
y=4444.495
I.E.
IN
=5.777
I.E.
OUT
=5.775
IMH Type-1
x=5967.789
y=4399.962
I.E.
IN
=5.635
I.E.
OUT
=5.632
IMH Type-1
x=6010.098
y=4399.962
I.E.
IN
=5.719
I.E.
OUT
=5.716
IMH Type-1
x=6049.903
y=4399.962
I.E.
OUT
=5.795
IMH Type-2
x=6095.646
y=4399.962
I.E.
IN
=5.529
I.E.
OUT
=5.295
IMH Type-1
x=6149.923
y=4399.962
I.E.
IN
=5.558
I.E.
OUT
=5.404
IMH Type-1
x=6209.564
y=4399.962
I.E.
IN
=5.754
I.E.
OUT
=5.675
IMH Type-1
x=6258.381
y=4399.962
I.E.
OUT
=5.85
IMH Type-1
x=6114.100
y=4557.633
I.E.
OUT
=6.533
IMH Type-1
x=6089.699
y=4557.632
I.E.
IN
=6.486
I.E.
OUT
=6.484
IMH Type-1
x=6089.699
y=4544.570
I.E.
IN
=6.460
I.E.
OUT
=6.383
IMH Type-1
x=6089.699
y=4515.770
I.E.
IN
=6.328
I.E.
OUT
=6.251
IMH Type-1
x=6089.699
y=4491.900
I.E.
IN
=6.206
I.E.
OUT
=6.203
IMH Type-1
x=6115.00
y=4491.900
I.E.
OUT
=6.404
IMH Type-1
x=6149.500
y=4489.975
I.E.
IN
=6.141
I.E.
OUT
=6.139
IMH Type-1
x=6185.859
y=4489.975
I.E.
OUT
=6.361
IMH Type-1
x=6149.500
y=4524.164
I.E.
IN
=6.284
I.E.
OUT
=6.207
IMH Type-1
x=6149.500
y=4544.740
I.E.
IN
=6.400
I.E.
OUT
=6.322
IMH Type-1
x=6149.500
y=4560.077
I.E.
IN
=6.430
I.E.
OUT
=6.428
IMH Type-1
x=6271.998
y=4557.668
I.E.
OUT
=6.697
IMH Type-1
x=6219.155
y=4557.857
I.E.
IN
=6.594
I.E.
OUT
=6.558
IMH Type-1
x=6219.142
y=4544.969
I.E.
IN
=6.535
I.E.
OUT
=6.457
IMH Type-1
x=6219.118
y=4522.160
I.E.
IN
=6.414
I.E.
OUT
=6.336
IMH Type-1
x=6219.100
y=4505.244
I.E.
IN
=6.305
I.E.
OUT
=6.302
IMH Type-1
x=6256.630
y=4505.246
I.E.
OUT
=6.452
IMH Type-1
x=6279.814
y=4472.310
I.E.
OUT
=6.446
IMH Type-1
x=6244.291
y=4469.171
I.E.in=6.377
I.E.
OUT
=6.375
IMH Type-2
x=6213.308
y=4469.171
I.E.
IN
=6.312
I.E.
OUT
=6.082
IMH Type-2
x=6149.500
y=4469.196
I.E.
IN
=5.955
I.E.
OUT
=5.801
IMH Type-2
x=6089.674
y=4469.171
I.E.
IN
=5.862
I.E.
OUT
=5.527
IMH Type-2
x=6049.903
y=4469.217
I.E.
IN
=5.448
I.E.
OUT
=5.444
IMH Type-2
x=6010.124
y=4469.171
I.E.
IN
=5.365
I.E.
OUT
=5.360
IMH Type-3
x=5976.638
y=4469.171
I.E.
IN
=5.279
I.E.
OUT
=5.125
IMH Type-3
x=5936.254
y=4469.171
I.E.
IN
=5.049
I.E.
OUT
=5.044
IMH TYpe1
x=6283.480
y=4584.933
I.E.
OUT
=6.072
IMH Type-1
x=6260.968
y=4584.933
I.E.
IN
=6.029
I.E.
OUT
=6.027
IMH Type-1
x=6228.954
y=4584.933
I.E.
IN
=5.967
I.E.
OUT
=5.965
IMH Type-1
x=6195.695
y=4584.933
I.E.
IN
=5.901
I.E.
OUT
=5.899
IMH Type-1
x=6164.354
y=4584.933
I.E.
IN
=5.839
I.E.
OUT
=5.837
IMH Type-1
x=6130.136
y=4584.933
I.E.
IN
=5.771
I.E.
OUT
=5.694
IMH Type-1
x=6089.841
y=4584.933
I.E.
IN
=5.616
I.E.
OUT
=5.539
IMH Type-1
x=6041.596
y=4584.933
I.E.
IN
=5.445
I.E.
OUT
=5.443
IMH Type-1
x=6005.980
y=4584.933
I.E.
IN
=5.374
I.E.
OUT
=5.371
IMH Type-1
x=5965.560
y=4584.933
I.E.
IN
=5.294
I.E.
OUT
=5.292
S-I
S-I S-I
S-I S-I
S-IS-I
S-I S-I
S-I
GH-1
GH-2
GH-2
GH-2
MA
TC
HL
IN
E
FO
R C
ON
TIN
UA
TIO
N R
EF
ER
T
O
SH
EE
T N
O.
2x750mmRCP
Slope=0.3%
L=34.0m
Invert el=4.968
Invert el=5.07
C55-1A: 0.2%
dia: 450mm
C54-3A: 0.2%
L: 21.20m
dia: 450mm
C65-1A:
0.2%
L: 16.87m
dia: 450mm
C64-5A:
0.2%
L: 16.88m
dia: 450mm
DS4: 0.2%
L: 10m
dia: 300mm
DS4: 0.2%
L: 7.0m
dia: 300mm
S-I
RCP2-Ø750mm
L=-34.0mOPEN DITCH CANAL, H=1.0m, W=2.0m
L=212.4m, S=0.1%
OP
EN
D
IT
CH
C
AN
AL
, H
=1
.0
m, W
=1
.0
m
L=
39
7m
, S
=0
.1
%
SCALE
2 DRAINAGE LAYOUT PLAN1:200 M.
Republic of the Philippines JAPANINTERNATIONAL
COOPERATIONAGENCY
NIPPON KOEICO., LTD.
NJS CONSULTANTSCO., LTD.
JAPAN AIRPORTCONSULTANTS,
INC.
JICA DESIGN CONSULTANT JOINT VENTURE
(ORIGINAL SIGNED)
(ORIGINAL SIGNED)
(ORIGINAL SIGNED) (ORIGINAL SIGNED)
2
0
0
75mm
CLEARANCE
MINIMUM
20
0
D1
2 @
2
50
=
V
AR
IE
S
15
0
10
0
100
D12 4 @200 =800
10
0
15
0
60
10
0H
=
V
AR
IE
S5
52
00
300
30
03
00
200200 600
100
400 ( m
ax. )
350( M
AX
.)
Ø(300~450mm)
VA
RIE
S
200
D1
2 @
2
50
=
V
AR
IE
S
GRATING
TYPE B
CONC. δ28 = 180kg/cm²
SUB-GRADE
(COMPACTED TO 95% MDD)
100100 100100
CONC. δ28 = 180kg/cm²
SUB-GRADE
(COMPACTED TO 95% MDD)
LADDER
RUNG
D12 @ 200
D12
RC PIPE CULVERT
100 100
D12 4 @200 =800
10
01
00
D12
4
@
2
00
=
8
00
RCP PIPE
HORIZONTAL BAR
LADDER RUNG
40d COMPRESSION
60d TENSION
=
A
B
1
100100
D12 4 @200 =800
1
0
0
1000
600 200
VERTICAL BAR
w100 100
PIPE CULVERT WITH 180° CONC. FOUNDATION
Hh
1
SCHEDULE OF PIPES
D-300
TYPE D t h1 H W
50 100 200 600
D-375 10057 245 689
D-450 15063 288 776
D-525 15070 332 865
D-600 15075 375 950
D-750 15088 463 1,126
D-900 150100 550 1,300
D-1050 200113 638 1,576
D-1200 200125 725 1,750
D-1500 200152 902 2,104
D-1800 200175 1,075 2,450
D-525
D-1800
D-1500
D-1200
D-1050
D-900
D-750
D-600
D-450
D-375
D-300
D-1350 200139 814 1,928D-1350
CONC. δ28 = 180kg/cm
2
REINFORCED CONCRETE
PIPE (RCP)
D
SUB-GRADE
(COMPACTED TO 95% MDD)
h=
VA
RIE
S
15
0
120130
15
0
130120
50
300
150 150
VA
RIE
S
40
0 ( M
AX
. )
30
03
00
35
0 ( M
AX
. )
TOP OF MANHOLE
MANHOLE
BASE FLOOR
CONCRETE
D19 LADDER RUNG WITH
PLASTIC COVERED STEEL
AT EXPOSED AREA
CONCRETE
D19 LADDER RUNG WITH
PLASTIC COVERED STEEL
AT EXPOSED AREA
15
0
C
D
SCALE
4 CONCRETE BEDDING FOR RCP1:100 m.
SCALE
1 DETAIL OF TYPICAL LADDER RUNG1:20 m.
SCALE
D ELEVATION1:20 m.
SCALE
C SECTION1:20 m.
SCALE
1 PLAN VIEW OF TYPE 1 (SIZE 300~375mmØ) 1:20 m.
SCALE
A SECTION1:20 m.
SCALE
B SECTION1:20 m.
Republic of the Philippines JAPANINTERNATIONAL
COOPERATIONAGENCY
NIPPON KOEICO., LTD.
NJS CONSULTANTSCO., LTD.
JAPAN AIRPORTCONSULTANTS,
INC.
JICA DESIGN CONSULTANT JOINT VENTURE
(ORIGINAL SIGNED)
(ORIGINAL SIGNED)
(ORIGINAL SIGNED) (ORIGINAL SIGNED)
VA
RIE
S
Ø900~1050
1850
60
13
0
24
00
130
15
0
150
15
0
60
23
02
10
60
21
0
5-Ø12 @ 250=1500
130
60
235235
6-Ø12 @ 250
250 600 250
Ø12 @ 250
SECTION "B"
SIDEWALL
60 180185
INNER FACE BARS OUTER FACE BARS
185180 60
240
0
60
23
021
02
10
60
13
0
12-Ø12 @ 125=1500
6-Ø12 @ 250=1500
21
060
23
02
10
13
06
0
BASE SLAB
6-Ø12@2501500
TOP BARSBOTTOM BARS
60
12-Ø12@2501500
185180 60180
23
50
18
06
01
85
12-Ø12 @ 125=1500
18
51
80
60
60
6-Ø12 @ 250=1500
18
01
85
18
51
80
60
BOTTOM BARS
ROOF SLAB
60
180
18
518
518
060
60
TOP BARS
60
18
018
518
5
23
50
180
60
60
250
1300
7-Ø12 @ 200=1400
19
50
5-Ø16 @ 200mm
18
0
130
60
60
210
SECTION "A"
VA
RIE
S
60
60
13
0
Ø12 @ 250
15
0
600250
210130
60
250 250
20
0
60130210210
60
60
60
130
180
7-Ø12 @ 200=1400
13
0
195
0
SIDEWALL
1800
Ø450~750
60
60
5-Ø12@200=1000
INNER FACE BARS OUTER FACE BARS
5-Ø12@200=1000
18
00
13
06
02
10
BASE SLAB
6060
TOP BARS
1800
60
5-Ø12@200=1000
BOTTOM BARS
5-Ø12@200=1000
130210 210130
5-Ø12@200
1000
21
01
30
60
5-Ø12@200
1000
18
00
130
60
210
ROOF SLAB
TOP BARS
130
60
21
0
60
1800
BOTTOM BARS
130 130210210
5-Ø12@200=1000
5-Ø12@200=1000
MANHOLE GRATING
TYPE A
Ø12
8-Ø12
8-Ø12
Ø12@250mm
75mm CLEARANCE
MINIMUM
25
014
00
30
0
23
50
2350
75mm
CLEARANCE
MINIMUM
185
6-Ø12@2501500
12-Ø12@2501500
185180 180185
2350
6-Ø12 @ 250=1500
23
50
12-Ø12 @ 125=1500
25
01
80
03
50
6-Ø12@2501500
12-Ø12@251500
2350
240
0
CONC. ŭ28 = 180kg/cm²
SUB-GRADE
(COMPACTED TO 95% MDD)
100 100
10
0
100
250 250
100
10
0
60
Ø450~750
Ø900~1050
Ø12
Ø12
Ø12
Ø12
MANHOLE GRATING
TYPE A
Ø12@250
Ø12 Ø12
CONC. ŭ28 = 180kg/cm²
SUB-GRADE
(COMPACTED TO 95% MDD)
Ø12
92
.5
92
.5
115
15
015
0
60 130 135
3-Ø12 @ 150 = 450 135 130 60
60
13
01
35
3-Ø12 @ 150 = 450
13
51
30
60
15
0
PLAN
50
120 130
ELEVATION
130120
LADDER RUNG
SEE DETAIL
Ï19 LADDER RUNG
PLASTIC COVERED STEEL
AT EXPOSED AREA
300
150 150
VA
RIE
S
40
0 ( M
AX
. )
30
03
00
35
0 ( M
AX
. )
TOP OF MANHOLE
MANHOLE
BASE FLOOR
SCALE
1 PLAN VIEW OF TYPE 1 (SIZE 450~750mmØ) 1:30 m. SCALE
2 PLAN VIEW OF TYPE 1 (SIZE 900~1050mmØ) 1:30 m.
SCALE
1 DETAIL OF LADDER RUNG1:10 m.
SCALE
3 TYPICAL DRAINAGE MANHOLE ACCESS DETAIL1:10 m.
B
1
A
SCALE
A ELEVATION1:20 m.
Republic of the Philippines JAPANINTERNATIONAL
COOPERATIONAGENCY
NIPPON KOEICO., LTD.
NJS CONSULTANTSCO., LTD.
JAPAN AIRPORTCONSULTANTS,
INC.
JICA DESIGN CONSULTANT JOINT VENTURE
(ORIGINAL SIGNED)
(ORIGINAL SIGNED)
(ORIGINAL SIGNED) (ORIGINAL SIGNED)
3000
Ï
7
5
0
3400
200
613
150
238
200
8888199
375112
4000
Ï
7
5
0
4400
200
613
150
238
SUB-GRADE
(COMPACTED TO 95% MDD)
200
REINFORCED
CONCRETE
PIPE (RCP)
8888154
330117
2000
Ï
7
5
0
2400
200
613
238
SUB-GRADE
(COMPACTED TO 95% MDD)
200
REINFORCED
CONCRETE
PIPE (RCP)
8888324
500112
150
5000
Ï
7
5
0
5400
200
613
150
238
SUB-GRADE
(COMPACTED TO 95% MDD)
200
112
8888
136.5
312.5
CONCRETE
δ28 = 180kg/cm²
SUB-GRADE
(COMPACTED TO 95% MDD)
CONCRETE
δ28 = 180kg/cm²
CONCRETE
δ28 = 180kg/cm²
CONCRETE
δ28 = 180kg/cm²
5000
REINFORCED
CONCRETE
PIPE (RCP)
Ï
7
5
0
D12 LONGITUDINAL
BARS
@400mm O.C.
D12 BARS
@200mm O.C.
5400
CONCRETE
δ28 = 210kg/cm²
312.5
124
112
200
8888
136.5
50
70
212
1200
150
238
50
D12 HORIZONTAL BARS
@270mm O.C.
SUB-GRADE
(COMPACTED TO 95% MDD)
200
3000
Ï
7
5
0
D12 LONGITUDINAL
BARS
@400mm O.C.
D12 BARS
@200mm O.C.
3400
CONCRETE
δ28 = 210kg/cm²
375
124
112
200
8888
199
50
70
212
1200
150
238
50
D12 HORIZONTAL BARS
@270mm O.C.
SUB-GRADE
(COMPACTED TO 95% MDD)
200
REINFORCED
CONCRETE
PIPE (RCP)
REINFORCED
CONCRETE
PIPE (RCP)
REINFORCED
CONCRETE
PIPE (RCP)
250
125
250
SUB-GRADE
(COMPACTED
TO 95% MDD)
10
00
FIN. GROUND LEVEL
50
250
50
0
MORTAR
50MMØ PVC
WEEP HOLES
(PROVIDE 1 WEEP HOLE
FOR EVERY 3 SQ.M.)
MORTAR
D250 STONE
AGGRIGATE
1.0
0.3
2000~5000
NOTE:
EXPANSION JOINT SHALL BE PROVIDED @ EVERY 20 METERS.
ALL DIMENSIONS ARE IN MILLIMETERS (mm)
5
0
(
A
V
E
R
A
G
E
)
10
00
12
00
88
15
0
200
12
00
88
750
124
RC PIPES
SUB-GRADE
(COMPACTED TO 95% MDD)
EXCAVATION
SURFACE
L-SHAPED RC
RETAINING WALL
CONCRETE
δ28 = 210kg/cm²
D12 HORIZONTAL BARS
@270mm O.C.
D12 BARS @200mm O.C.
SCALE
1 TYPICAL SECTION OF RIPRAP OPEN CANAL (TYPE-1)1:20 m. SCALE
2 TYPICAL PROFILE OF REINFORCED CONCRETE PIPE (RCP)1:20 m.
SCALE
3 TYPICAL SECTION OF REINFORCED CONCRETE PIPE (RCP)1:30 m.
Republic of the Philippines JAPANINTERNATIONAL
COOPERATIONAGENCY
NIPPON KOEICO., LTD.
NJS CONSULTANTSCO., LTD.
JAPAN AIRPORTCONSULTANTS,
INC.
JICA DESIGN CONSULTANT JOINT VENTURE
(ORIGINAL SIGNED)
(ORIGINAL SIGNED)
(ORIGINAL SIGNED) (ORIGINAL SIGNED)
Ï
7
5
0
312.5
124
136.5
112
88
50
1200
88
70
212
150
50
238
SUB-GRADE
(COMPACTED TO 95% MDD)
D12 HORIZONTAL BARS
@270mm O.C.
5000200
5400
REINFORCED CONCRETE
PIPE (RCP)
D12 BARS @200mm O.C.
D12 LONGITUDINAL BARS
@400mm O.C.
CONCRETE
δ28 = 210kg/cm²
200
500
1700
D12 BARS @250mm O.C.D12 HORIZONTAL BARS @250mm O.C.
80
50
3000
Ï
7
5
0
3400
375
124
112
200
8888
199
50
70
212
1200
150
238
50
SUB-GRADE
(COMPACTED TO 95% MDD)
200
80
50
500
1700
D12 HORIZONTAL BARS
@270mm O.C.
REINFORCED CONCRETE
PIPE (RCP)
D12 LONGITUDINAL BARS
@400mm O.C.
D12 BARS @200mm O.C.
D12 BARS @250mm O.C.D12 HORIZONTAL BARS @250mm O.C.
CONCRETE
δ28 = 210kg/cm²
5000
Ï
7
5
0
5400
200
613
150
238
200
REINFORCED
CONCRETE
PIPE (RCP)
112
8888
136.5
312.5
SUB-GRADE
(COMPACTED TO 95% MDD)
CONCRETE
δ28 = 180kg/cm²
125
250
150
0
250
1.0
0.3
50
250
50
0
FIN. GROUND LEVEL
2000~5000
NOTE:
EXPANSION JOINT SHALL BE PROVIDED @ EVERY 20 METERS.
ALL DIMENSIONS ARE IN MILLIMETERS (mm)
5
0
(
A
V
E
R
A
G
E
)
150
02
00
12
00
17
00
75
088
150
88
124
150
500
RC PIPESL-SHAPED RC
RETAINING WALL
SUB-GRADE
(COMPACTED TO 95% MDD)
EXCAVATION
SURFACE
CONCRETE
δ28 = 210kg/cm²
D12 BARS @200mm O.C.
D12 HORIZONTAL BARS
@270mm O.C.
D12 BARS @250mm O.C.
D12 HORIZONTAL BARS
@250mm O.C.
SUB-GRADE
(COMPACTED
TO 95% MDD)
50MMØ PVC
WEEP HOLES
(PROVIDE 1 WEEP HOLE
FOR EVERY 3 SQ.M.)
MORTAR
D250 STONE
AGGRIGATE
MORTAR
SCALE
1 TYPICAL SECTION OF RIPRAP OPEN CANAL (TYPE-2)1:20 m. SCALE
2 TYPICAL PROFILE OF REINFORCED CONCRETE PIPE (RCP)1:20 m.
SCALE
3 TYPICAL SECTION OF REINFORCED CONCRETE PIPE (RCP)1:30 m.
Republic of the Philippines JAPANINTERNATIONAL
COOPERATIONAGENCY
NIPPON KOEICO., LTD.
NJS CONSULTANTSCO., LTD.
JAPAN AIRPORTCONSULTANTS,
INC.
JICA DESIGN CONSULTANT JOINT VENTURE
(ORIGINAL SIGNED)
(ORIGINAL SIGNED)
(ORIGINAL SIGNED) (ORIGINAL SIGNED)
10
0
D12
-4@
250
=
10
00
10
0
100 100100 225
D12-7@250 =1750
100225
15
0
D1
2-4
@2
50 =
10
00
10
0
100100
15
0
1400
100100
D12-8@125 =1000
100100225
D12-3@250 =750
2000
Ï
6
0
0
500150
20
0
20
0
CONC. δ28 = 180kg/cm²
10
0
SUB-GRADE
(COMPACTED TO 95% MDD)
225
200
100100
135
0
950
200
D12 @ 250
D12 @ 125
2400
100100
D12-16@125 =2000
100 100
D12 @ 250
100 100
CONC. δ28 = 180kg/cm²
SUB-GRADE
(COMPACTED TO 95% MDD)
2400
200200 1400 600
D12-16@125 =2000
2400
200200
100
225
22
5
100
10
0
100 100
D12
-8
@12
5 =
750
150
300150
15
0
300
15
0
20
0
REINFORCED
CONCRETE
PIPE (RCP)
GRATING
TYPE B
150
95
0
10
0
10
0
20
0
13
50
15
01
00
D1
2-4
@2
50
=
10
00
100 225
D12-7@250 =1750
100225
A
C
B
10
0
D1
2-4
@2
50
=
10
00
15
0
20
0
10
0
13
50
10
0
20
09
50
REINFORCED
CONCRETE
PIPE (RCP)
100 100
D12-10@125 =1250
100 100
3100
200200 2100 600
100100
D12-16@125 =2000
100 100
GRATING
TYPE B
100 100100 200
D12-10@250 =2500
100200
200
135
0
950
200
14
00
200
20
06
00
100
40
0
300150 300 300 150
20
01
50
10
0
D1
2-4
@2
50
=
10
00
10
01
50
20
0
10
0
20
09
50
13
50
200
4000
200 3000 600
100100
D17-26@125 =2875
100 100
100 100100150
D12-14@250 =3500
100150
55
GRATING
TYPE B
REINFORCED
CONCRETE
PIPE (RCP)
CONC. δ28 = 180kg/cm²
SUB-GRADE
(COMPACTED TO 95% MDD)
600
10cm ANTI-RUST PAINT
DOWEL BARS 10mmØ,
L=60cm.
SPACED @ 20cm
3MMØ @250
WIRE MESS
NON-EXTRUDING PRE-MOULDED
COMPRESSIBLE JOINT FILLER
10
0
NOTE : EXPANSION JOIN @ 10 M INTERVAL
EXPANSION JOIN DETAIL
1000
10
0
50
SECTIONAL DETAIL
3mm wiremess
SCALE
1 PLAN VIEW OF TYPE 1 (SIZE Ø600mm) 1:20 m.
SCALE
AERONAUTICAL AREAS DRAINAGE SYSTEM (ILS/GS AREA)1:20 m.
SCALE
2 TYPICAL SECTION OF TYPE 1 TO 41:20 m. SCALE
2 V-DITCH DETAIL1:10 m.
Republic of the Philippines JAPANINTERNATIONAL
COOPERATIONAGENCY
NIPPON KOEICO., LTD.
NJS CONSULTANTSCO., LTD.
JAPAN AIRPORTCONSULTANTS,
INC.
JICA DESIGN CONSULTANT JOINT VENTURE
(ORIGINAL SIGNED)
(ORIGINAL SIGNED)
(ORIGINAL SIGNED) (ORIGINAL SIGNED)
500
G U T T E R
S =
2 ~
8 %
20
05
00
10
EXPANSION JOINT
S =
10%
10
500900
STREET INLET
GRATING
20T WHEEL LOAD
GRATING CAPACITY
B
A
700
720
600
46
200
71
65
64
200
20
01
00
100 150 100
200
100
50
CONCRETE CURB
PLANTERS @
MAIN CAR PARK
OPEN DITCH
PARKING
PAVEMENT
CONCRETE CURB
ROADWAY
PAVEMENT
S=0.5%S=0.5%
CONCRETE δ28 = 180 kg/cm²
E
D
150 150600
250
DISTANCE VARIES
CL
20
0
100
10
01
00
15
0
50
100min.
100
15
0
30
0
10
mm
100 100
80
0
LEAN CONCRETE
δ28 = 180 kg/cm²
LEAN CONCRETE
δ28 = 180 kg/cm²
MORTAR
BED
S
=
10%
S=
2.0
~6.0
%
D12
@ 200
SUB-GRADE
(COMPACTED TO 95% MDD)
LEAN CONCRETE
δ28 = 180 kg/cm²
SAND BEDING
VA
RIE
S
10
0
33
0
100
15
02
00
50
10
150 500 200
S =
10%
10
0
26
0
100
100
50
MORTAR BED
R
5
0
D10 @ 250
D10 @ 265
LEAN CONC. δ28 = 180 kg/cm²
SUB GRADE COMPACTED
TO 95% MDD
140 60 600
100140 5046
200
70
65
60 140
14 @
35
.3
=
50
1
52
9
68
68
6 @ 100 = 600
504 646 50
720
D 10 x 150
- 65 x 7 x 4 x 691
8 x 8 x 501
8 x 8 x 501
- 65 x 7 x 4 x 691
FLAT BAR 56 x 4.5; L=501
STEEL L- 70 x 60 x 6
D 10 x 150
1
A
SCALE
STREET INLET PLAN AND DETAILAS SHOWN
SCALE
1 PLAN VIEW OF STREET INLET SI-11:20 m.
SCALE
3 OPEN DITCH @ MAIN CARPARK PLANTERSNOT TO SCALE
SCALE
D SECTION1:20 m.
SCALE
E SECTION1:10 m.
SCALE
4 TYPICAL INLET TO PIPE CONNECTION DETAIL1:20 m.
SCALE
A SECTION1:10 m.
SCALE
B SECTION1:20 m.
SCALE
2
(CAPACITY = 20 TONS)PLAN VIEW OF GRATING TYPE A
1:10 m.
SCALE
A SECTION1:10 m.
SCALE
1 DETAIL1:5 m.
Republic of the Philippines JAPANINTERNATIONAL
COOPERATIONAGENCY
NIPPON KOEICO., LTD.
NJS CONSULTANTSCO., LTD.
JAPAN AIRPORTCONSULTANTS,
INC.
JICA DESIGN CONSULTANT JOINT VENTURE
(ORIGINAL SIGNED)
(ORIGINAL SIGNED)
(ORIGINAL SIGNED) (ORIGINAL SIGNED)
3000~5000
GABION
500
EXCAVATION
SURFACE
FIN. GROUND LEVEL
GH-1
GH-2GH-2
GH-2
GH-2
0
GRAPHICAL SCALE
100 250 500 m.
GH-1
GH-1
GH-2
490m 573m 565m
60m 60m
・・・ FILTRATION BANK
FILTRATION BANK
SOAKING YARD
FILTRATION BANK
C
GRAVEL
(10~40㎜)
GABION
GEOTEXTILE
12005001200
GABION GABION
3@
500=
1500
C
B
RIPRAP
OPEN CANAL
PIPE CULVERT
FILTRATION BANK
TAXIWAY
GABION
EXCAVATION
SURFACE
GABION
GRAVEL
(10~40㎜)
GEOTEXTILE
12005001200
SCALE
A SECTION1:10 m. SCALE
B SECTION1:30 m. SCALE
C SECTION1:30 m.
SCALE
1 FILTRATION BANK PLAN AND DETAIL
Republic of the Philippines JAPANINTERNATIONAL
COOPERATIONAGENCY
NIPPON KOEICO., LTD.
NJS CONSULTANTSCO., LTD.
JAPAN AIRPORTCONSULTANTS,
INC.
JICA DESIGN CONSULTANT JOINT VENTURE
(ORIGINAL SIGNED)
(ORIGINAL SIGNED)
(ORIGINAL SIGNED) (ORIGINAL SIGNED)
189136
724
524
10
010
0
724
2512 189 136 25 12
100 100
73
55
724
6 6
73
55
62 62
70066
600 600
124
6 6
73
55
12
6
724
62 62
-105x30x35x5
FB 19x6
-150x35x50x5
FB 44x6
FB 19x6
FB 44x6
FB 19x6
FB 44x6
PL 168 x 62 x 6
FB 44x6
D10 ANCHOR BAR
PL 168 x 62 x 6
D10 ANCHOR BAR
1
1135
1135
111
5
132.5
66
61115 46 4
113
5
44
81
75
1000
132.5
1115
4 646
57.5132.5
75
81
6 4 100
200
2
B
D 10 x 150
1000
8 x 8 x 1135
57.5 57.5
17 1723x30=690
8 x 8 x 100
D 10 x 150
SCALE
MANHOLE GRATING PLAN AND DETAIL1:10 m.
SCALE
1 PLAN VIEW OF MANHOLE GRATING TYPE A1:10 m.
LOAD CAPACITY = 20 TON
SCALE
A SECTION1:10 m. SCALE
B SECTION1:10 m.
SCALE
1 DETAIL1:5 m.
A
B
SCALE
2
(CAPACITY = 14 TONS)PLAN VIEW OF GRATING TYPE B
1:10 m.
SCALE
2 DETAIL1:5 m.
SCALE
B SECTION1:10 m.
Republic of the Philippines JAPANINTERNATIONAL
COOPERATIONAGENCY
NIPPON KOEICO., LTD.
NJS CONSULTANTSCO., LTD.
JAPAN AIRPORTCONSULTANTS,
INC.
JICA DESIGN CONSULTANT JOINT VENTURE
(ORIGINAL SIGNED)
(ORIGINAL SIGNED)
(ORIGINAL SIGNED) (ORIGINAL SIGNED)
5400
4800
300
650
200
41
50
17
50
6 @
3
00
=
1
80
0
650
300
20
08
50
60
0
16
50
15
0
1700100
350
200200 3100
17
5
300
75
4502500
600
415
0
85
06
00
30
0
300
2800
300300 2200
1000
PLATFORM
41
50
10
50
30
0
300 2200
2800
300
1100 1100
21
00
30
0
1600 600
150
210
030
0
VA
RIE
S
4800
5400
300300
30
0
280
0
220
030
0
40
0
PVCØ300
OUTLET
30
030
03
00
300
17
5
1750
Ø600mm
3100
5400
300300
30
02
20
0
D12 16 @ 150 = 2400
300
30
0
650
60
20
0
65
0
D12 19 @ 150 = 2850
100
350
200300
35
50
D1
2 1
5 @
2
30
=
3
45
0
30
0
300300 2200
30
0
1750
30
0
6018060180 120
D12 16 @ 150 = 2400 D12 16 @ 150 = 2400
60
180
60
18
01
85
18
5
D12
1
3 @
15
0 =
1
95
0
16
016
0
D12
1
0 @
20
0 =
2
00
0
200650 200 650
60
18
06
01
80
D1
2 1
5 @
2
30
=
34
50
22
0
650200 3002350150600
60
01
05
01
50
17
50
30
0 75
17
5
185185
60
10
0
D1
2 1
9 @
1
50
=
2
85
0
180 120
D12 16 @ 150 = 2400
60180
D12 13 @ 150 = 1950
60180 60180185 185
D12 5 @ 240 = 1200
60
18
06
01
80
22
0
1200
150
150
600
15
01
75
01
65
0
17
5
6 @
3
00
=
1
80
0
75
300
20
0
65
0
OIL
VA
RIE
S
10
00
VA
RIE
S
VA
RIE
S
VA
RIE
S
700 150 650200 3002350150600
OIL DRAW
PLATFORM
OIL DRAW
PLATFORM
OIL DRAW
PLATFORM
OIL DRAW
6 @
3
00
=
1
80
0
FINISH GROUND
LEVEL
FINISH GROUND
LEVEL
PVCØ300
D12 @ 200
D16 @ 200
D12 @ 200
D12 @ 150 D12 @ 150
D12
D12 10 @ 232 = 2320
PVCØ300OUTLET
OUT IN
PVCØ300
INLET
20
0
PVCØ300INLET
LEAN CONCRETEfc'=180Kgs/cm²
50
100 100
100 100
100 100
50
50
SUB-GRADE
(COMPACTED
TO 95% MDD)
D12 @ 150
LEAN CONCRETEfc'=180Kgs/cm²SUB-GRADE
(COMPACTED
TO 95% MDD)
FINISH GROUND
LEVEL
LEAN CONCRETEfc'=180Kgs/cm²SUB-GRADE
(COMPACTED
TO 95% MDD)
FINISH GROUND
LEVEL
FINISH GROUND
LEVEL
0
GRAPHICAL SCALE
100 250 500
OIL FUEL SEPARATOR
300mm Ø PVC 300mm Ø PVC
DRAINAGE
KEY PLAN
SCALE
1 PLAN VIEW1:40 m.
SCALE
C SECTION1:40 m.
SCALE
2 REBAR PLAN1:40 m.
SCALE
A SECTION1:40 m. SCALE
B SECTION1:40 m.
SCALE
FUEL SEPARATOR TANK PLAN AND DETAIL1:40 m.
SCALE
D SECTION1:40 m. SCALE
E SECTION1:40 m.
D
E
A
B C
Republic of the Philippines JAPANINTERNATIONAL
COOPERATIONAGENCY
NIPPON KOEICO., LTD.
NJS CONSULTANTSCO., LTD.
JAPAN AIRPORTCONSULTANTS,
INC.
JICA DESIGN CONSULTANT JOINT VENTURE
(ORIGINAL SIGNED)
(ORIGINAL SIGNED)
(ORIGINAL SIGNED) (ORIGINAL SIGNED)
GH-2GH-2
GH-1
GH-1
CONCRETE CURBSTONE
(TYPE C)
CONCRETE CURBSTONE
(TYPE C)
CONCRETE CURBSTONE
(TYPE B)
CURBSTONE W/ CONCRETE
GUTTER (TYPE A)
CONCRETE CURBSTONE
(TYPE B)
CONCRETE CURBSTONE
(TYPE B)
CONCRETE CURBSTONE
(TYPE B)
CONCRETE CURBSTONE
(TYPE B)
CURBSTONE W/ CONCRETE
GUTTER (TYPE A)
CURBSTONE W/ CONCRETE
GUTTER (TYPE A)
CONCRETE CURBSTONE
(TYPE B)
CONCRETE CURBSTONE
(TYPE C)
CONCRETE CURBSTONE
(TYPE B)
CONCRETE CURBSTONE
(TYPE B)
CONCRETE CURBSTONE
(TYPE C)
CONCRETE CURBSTONE
(TYPE C)
CONCRETE CURBSTONE
(TYPE C)
CURBSTONE W/ CONCRETE
GUTTER (TYPE A)
CONCRETE CURBSTONE
(TYPE C)
CONCRETE CURBSTONE
(TYPE B)
CURBSTONE W/ CONCRETE
GUTTER (TYPE A)
CONCRETE CURBSTONE
(TYPE B)
CONCRETE CURBSTONE
(TYPE B)
CONCRETE CURBSTONE
(TYPE B)
CURBSTONE W/ CONCRETE
GUTTER (TYPE A)
CURBSTONE W/ CONCRETE
GUTTER (TYPE A)
CURBSTONE W/ CONCRETE
GUTTER (TYPE A)
CONCRETE CURBSTONE
(TYPE C)
CURBSTONE W/ CONCRETE
GUTTER (TYPE A)
CURBSTONE W/ CONCRETE
GUTTER (TYPE A)
0
GRAPHICAL SCALE
100 250 500 m.
KEY PLAN
SCALE
1 CURBSTONE LAYOUT PLAN AT TERMINAL AREA (1)1:500 m.
MA
TC
H L
IN
E
Republic of the Philippines JAPANINTERNATIONAL
COOPERATIONAGENCY
NIPPON KOEICO., LTD.
NJS CONSULTANTSCO., LTD.
JAPAN AIRPORTCONSULTANTS,
INC.
JICA DESIGN CONSULTANT JOINT VENTURE
(ORIGINAL SIGNED)
(ORIGINAL SIGNED)
(ORIGINAL SIGNED) (ORIGINAL SIGNED)
0
GRAPHICAL SCALE
100 250 500 m.
GH-1
GH-2
GH-2
GH-2
CONCRETE CURBSTONE
(TYPE C)
CONCRETE CURBSTONE
(TYPE B)
CONCRETE CURBSTONE
(TYPE B)
CONCRETE CURBSTONE
(TYPE B)
CONCRETE CURBSTONE
(TYPE B)
CONCRETE CURBSTONE
(TYPE B)
CONCRETE CURBSTONE
(TYPE B)
CONCRETE CURBSTONE
(TYPE B)
CONCRETE CURBSTONE
(TYPE B)
CONCRETE CURBSTONE
(TYPE B)
CONCRETE CURBSTONE
(TYPE B)
CONCRETE CURBSTONE
(TYPE C)
CONCRETE CURBSTONE
(TYPE B)
CONCRETE CURBSTONE
(TYPE B)
CONCRETE CURBSTONE
(TYPE B)
CURBSTONE W/ CONCRETE
GUTTER (TYPE A)
CURBSTONE W/ CONCRETE
GUTTER (TYPE A)
CONCRETE CURBSTONE
(TYPE B)
CONCRETE CURBSTONE
(TYPE B)
CONCRETE CURBSTONE
(TYPE B)
CONCRETE CURBSTONE
(TYPE B)
CONCRETE CURBSTONE
(TYPE B)
KEY PLAN
MA
TC
H L
IN
E
SCALE
1 CURBSTONE LAYOUT PLAN AT TERMINAL AREA (2)1:500 m.
Republic of the Philippines JAPANINTERNATIONAL
COOPERATIONAGENCY
NIPPON KOEICO., LTD.
NJS CONSULTANTSCO., LTD.
JAPAN AIRPORTCONSULTANTS,
INC.
JICA DESIGN CONSULTANT JOINT VENTURE
(ORIGINAL SIGNED)
(ORIGINAL SIGNED)
(ORIGINAL SIGNED) (ORIGINAL SIGNED)
P L A N
10
1000 1000 1000
B
10
20
0
B
15
00
A
A
A
-10mm THK. JOINT FILLER
TO BE PROVIDED EVERY
TEN (10) METERS
-TOP 10mm TO BE PROVIDED
WITH JOINT SEALER
ROAD CURVEfc'=10kg/cm²
15
0~
20
0
600 10 600 6001010 10
20
01
00
20
0
2
CONC. 28 = 180kg/cm
A
SECTION "A-A" (EXPANSION JOINT DETAIL)
20
0
S
=
2
.0
~
1
0
.0
%
500
70050
10
0
10
0
10
50
20
0
200
A
LONGITUDINAL SECTION
TYPE C
28
0
80
20
01
00
10
50
200 50
TYPE B
200
20
0
50
10
10
0
10
0
15
0
50 700
TYPE A
500
28
0
ASPHALT PAVEMENT
S=1.0~2.0%
10
50
10
01
30
50200
15
0
28
0
S=
2.0
~10.0
%
20
0
S=1.0~2.0%
ASPHALT PAVEMENT
CONC. 28 =
180kg/cm²
SUB-GRADE
(COMPACTED TO 95% MDD)
SUB-GRADE
(COMPACTED TO 95% MDD)
STIFFENER MORTAR
DRY MORTAR
STIFFENER MORTAR
DRY MORTAR
SUB-GRADE
(COMPACTED TO 95% MDD)
CRUSHED AGGREGATE
BASE COURSE (CBR 80%)
NOTE:
EXPANSION JOINT FOR CONCRETE
GUTTER SHALL BE PROVIDED @ 9.60
METERS MAXIMUM.
JOINT MORTAR
RUBBER FILLER
VA
RIE
S
STIFFENER MORTAR
DRY MORTAR
CRUSHED AGGREGATE
BASE COURSE (CBR 80% min.)
CONC. 28 =
180kg/cm²
CRUSHED AGGREGATE
BASE COURSE (CBR 80% min.)
CONC. 28 = 180kg/cm²
STIFFENER MORTAR
DRY MORTAR
200
186 14
SECTION b
280
23
050
600
b
R
5
0
10mm
500mm
20
0m
m
200mm
150
mm
a'
280
ASPHALTIC FILLER
CONC. 28 =
180kg/cm²
16 @ 600 = 9600 MAX.
200
mm
C U R B S T O N E
20
0m
m
10
0m
m
SEE DETAIL a
SUB-GRADE
(COMPACTED TO 95% MDD)
CRUSHED AGGREGATE
BASE COURSE (CBR 80%)
CONCRETE GUTTER
10
0
10200
10
0
1290
1500
50
3~5mm
TYPICAL PEDESTRIAN CONCRETE WALKWAY
fc'=10kg/cm²
GRANULAR SUB-BASEPREPARED SUB-GRADE
fc'=10kg/cm²
fc'=10kg/cm²
JOINT SEALER
JOINT FILLER
ROAD CURB
ADJOINING SLAB
SCALE
1 DETAIL A - EXPANSION JOINT1:10 m. SCALE
2 DETAIL a'1:10 m. SCALE
3 PRE-CAST CONCRETE CURBSTONE1:10 m.
SCALE
4 TYPICAL SECTION "A - A"1:10 m.
SCALE
5 TYPICAL CURBSTONE DETAIL1:10 m.
SCALE
6 DETAIL "A"1:5 m. SCALE
7 DETAIL "B"1:4 m.
Republic of the Philippines JAPANINTERNATIONAL
COOPERATIONAGENCY
NIPPON KOEICO., LTD.
NJS CONSULTANTSCO., LTD.
JAPAN AIRPORTCONSULTANTS,
INC.
JICA DESIGN CONSULTANT JOINT VENTURE
(ORIGINAL SIGNED)
(ORIGINAL SIGNED)
(ORIGINAL SIGNED) (ORIGINAL SIGNED)
3000 2500 TO 4000 3000
15
0~
22
0
70
~1
20
10
0
2500 TO 40003000 3000
15
00
50
0
WALKWAY
CURB STONE
GUTTER
SECTION "A"
PLAN
CURB STONE
GUTTER
C
WALKWAY
C
WALKWAY WALKWAY
S=1.0~2.0%
ASPHALT PAVEMENT
500
700
10
02
00
11
0
50
10
0
10
50
200
10
50
10
0
50200
13
0
12
02
0
S
=
2
.0
~
1
0
.0
%
R
2
0
R
2
0
10
01
00
10
30
10
01
00
10
10
01
00
1500
200 500
S
=
2
.0
~
1
0
.0
%
10
STIFFENER MORTAR
DRY MORTAR
CONC. 28 = 180kg/cm²
CRUSHED AGGREGATE
BASE COURSE (CBR 80% min.)
CONC. 28 = 180kg/cm²
SUB-GRADE
(COMPACTED TO 95% MDD)
SUB-GRADE
(COMPACTED TO 95% MDD)
STIFFENER MORTAR
DRY MORTAR
SUB-GRADE COMPACTED
TO 95% MDD, CBR 6%
fc'=180kgs/cm²
GRANULAR SUB-BASE
CBR 25%
PRE-MOULDED
RUBBER FILLER
fc'=180kgs/cm²
PRE-MOULDED
RUBBER FILLER
NOTE:
1. CONTRACTION AND EXPANSION
JOINTS SHOULD BE PROVIDED AT
EVERY 1.00 METERS AND 10.00
METERS RESPECTIVELY
SCALE
1 CURBSTONE DETAIL AT RAMP1:15 m.
SCALE
2 SECTION B (GUTTER)1:10 m. SCALE
3 SECTION B (NO GUTTER)1:10 m. SCALE
4 SECTION "C-C" (WALKWAY/SIDEWALK)1:10 m.
SCALE
4 CONTACTION JOINTS1:10 m.
SCALE
5 EXPANSION JOINTS1:10 m.
Republic of the Philippines JAPANINTERNATIONAL
COOPERATIONAGENCY
NIPPON KOEICO., LTD.
NJS CONSULTANTSCO., LTD.
JAPAN AIRPORTCONSULTANTS,
INC.
JICA DESIGN CONSULTANT JOINT VENTURE
(ORIGINAL SIGNED)
(ORIGINAL SIGNED)
(ORIGINAL SIGNED) (ORIGINAL SIGNED)
GH-1
GH-2GH-2
GH-2
GH-2
GH-1
GH-1
GH-2
1850
3464
GS-2
1117
3048
1550
3303
GS-2 GS-3
1270
2404
GS-4GS-5 GS-7
GS-6
3748
1850
1850
3748
1850
3272
0
GRAPHICAL SCALE
100 250 500 m.
KEY PLAN
SCALE
1 GUIDE SIGNAGES LAYOUT PLAN1:1000 MTS.
Republic of the Philippines JAPANINTERNATIONAL
COOPERATIONAGENCY
NIPPON KOEICO., LTD.
NJS CONSULTANTSCO., LTD.
JAPAN AIRPORTCONSULTANTS,
INC.
JICA DESIGN CONSULTANT JOINT VENTURE
(ORIGINAL SIGNED)
(ORIGINAL SIGNED)
(ORIGINAL SIGNED) (ORIGINAL SIGNED)
2398675
155
0
19
020
010
020
0
3303
170275230
230
986 1412 230
19
02
00
235
170275230 1263 1135
275
197
275
197
E I TX T O
45
31
53
20
20 20
20
185
0
197
275
3464
20
010
02
00
235
137 170 137 137 124 137 137 124 137 945440275230
R IME N AP A S S N RE EG T L
20
20 20
A R IP GNB U S / E E NJ YE KP /
19
020
019
01
00
200
235
3464
675 2302751704091705
GS-2 GS-2
T A G B I L A R A N C I T Y
C A R P R KA
38 38 38 48 38 48 48
REFLECTORIZED WHITE LETTER, SYMBOL AND
BORDER ON REFLECTORIZED GREEN
BACKGROUND
REFLECTORIZED WHITE LETTER, SYMBOL AND
BORDER ON REFLECTORIZED GREEN
BACKGROUND
38
GS-5
49
7
2398 170675
18
50
13
78
19
02
00
10
02
00
3748
275230
275 230
23
5
20
20
20
20
27
51
97
T A G B I L A R A N C I T Y
REFLECTORIZED WHITE LETTER, SYMBOL AND
BORDER ON REFLECTORIZED GREEN
BACKGROUND
15
32
75
137 170 137 137 124 137 137 124 137 1087582
38 38 38 48 38 48 48 38
R IME N AP A S S N RE EG T L
137
8
20
12
70
2404
230 2301944
10
02
00
23
52
00
10
02
00
23
5
20
20
20 20
S L O W D O W N
C A R P R K E
A H E A D
A I TX
20
20
GS-4
REFLECTORIZED WHITE LETTER, SYMBOL AND
BORDER ON REFLECTORIZED GREEN
BACKGROUND
17
83
12
2398 170675
185
0
33
520
05
80
19
020
010
02
00
3748
170275230
275 230
E N T R NA EC A R P R KA C
1263 103 1707
235
20
20
20
20
27
54
60
GS-3
T A G B I L A R A N C I T Y
REFLECTORIZED WHITE LETTER, SYMBOL AND
BORDER ON REFLECTORIZED GREEN
BACKGROUND
3048
150
20
125 120 120 95 110 110 115 120 120150 120 12570 70
B U S E E NJ YEP
11
17
20
20
A N D S A DNT
10001024
45
82
00
45
8
GS-6
110 140 70120 150 120 125 159
20
1024
3048
25 25 30 30 30 22 1515 30 30 12 20 20 30
REFLECTORIZED WHITE LETTER, SYMBOL AND
BORDER ON REFLECTORIZED GREEN
BACKGROUND
Republic of the Philippines JAPANINTERNATIONAL
COOPERATIONAGENCY
NIPPON KOEICO., LTD.
NJS CONSULTANTSCO., LTD.
JAPAN AIRPORTCONSULTANTS,
INC.
JICA DESIGN CONSULTANT JOINT VENTURE
(ORIGINAL SIGNED)
(ORIGINAL SIGNED)
(ORIGINAL SIGNED) (ORIGINAL SIGNED)
3272
849230
185
0
312
178
13
60
260 1939 568 275 230
200
197
.5
675
20
20
20 20
200
REFLECTORIZED WHITE LETTER, SYMBOL AND
BORDER ON REFLECTORIZED GREEN
BACKGROUND
GS-7
137 170 137 137 124 137 137 124 137344
38 38 38 48 38 48 48 38
275
R IME N AP A S S N RE EG T L
100
W E L O M EC T O
GS-10
B O O LH I P RORA T
10
70
3745
3745
135
200
100
20
01
35
178
10
020
0
124 498.5124124 137 143 157498.5
38 38 38 48 38 48
REFLECTORIZED WHITE LETTER, SYMBOL AND
BORDER ON REFLECTORIZED GREEN
BACKGROUND
124 786143137 137 137 124170150143137143137805 4838
48 48 384838 48 48 32 38
GS-11c
REFLECTORIZED WHITE LETTER, SYMBOL AND
BORDER ON REFLECTORIZED GREEN
BACKGROUND
22
52
00
20
02
25
95
0
10
0
T A G B I L A R A N C I T Y
261474 290
20 20
2978
20
104
113
124
13
170
38
137
48
137 48
32
48124
48
170 137
38 38
170
38
137 150 137
38
32
38
124
13
171
GS-11b
P A N G L A O T O NW
75
20
02
00
75
95
0
10
02
00
10
0
REFLECTORIZED WHITE LETTER, SYMBOL AND
BORDER ON REFLECTORIZED GREEN
BACKGROUND
446
20 20
2978
20
2087 446
170137
38
137 137
48
124
1348
170
38 38
143 150 124
38 38 38
143 178 137
124 392143137 137 137 124170150143137143137392 4838
48 48 384838 48 48 32 38
B O O LH I P RORA T
124 392143137 137 137 124170150143137143137392 4838
48 48 384838 48 48 32 38
B O O LH I P RORA T
Republic of the Philippines JAPANINTERNATIONAL
COOPERATIONAGENCY
NIPPON KOEICO., LTD.
NJS CONSULTANTSCO., LTD.
JAPAN AIRPORTCONSULTANTS,
INC.
JICA DESIGN CONSULTANT JOINT VENTURE
(ORIGINAL SIGNED)
(ORIGINAL SIGNED)
(ORIGINAL SIGNED) (ORIGINAL SIGNED)
125
0
3272
GS-1
GS-4
GS-3
GS-7 GS-10
185
0
3464
GS-2
5
5
30 60
63
.9
63
.9
10
51713401340267
185
0
617
61
73
08
30
8
10
7002172400
625
312
.5
31
2.5
125
0
15
50
38
7.5
77
53
87
.5
GS-5
18
50
30
86
16
.5
30
86
16
.5
18
50
30
86
16
.5
30
86
16
.5
10
70
26
7.5
53
52
67
.5
50
200
200
10
61
06
10
610
10
10 10699 699682682682
10
61
06
10
610
10
615
61
51
0
10 10605 605605416416605
615
61
51
010
10
51
05
10
51
0
10
61
06
10
61
01
0
10
61
06
10
61
01
0
10
52
55
25
10 NOTE:
15
50
3303
10
9101483910
200
51
05
10
51
01
0
10 10600441.5441.5 600600600
18
50
3748
10
200
61
06
10
61
01
0
10674 590 60010 674590600
10901090 200300868
18
50
3748
10
630.51393.51393.5330.5
200
61
06
10
61
01
0
10 641.5 611 611 611 611 642.5 10
10
70
3745
950950200
10
52
55
25
10
10 10620620620
200300
622.5 620 622.5
1146.5
Ø PIPE 30x30
SIGN BOARD - ALUMINUM SHEET
POST: HOT GALVANIZED
(GS-1, GS-2, GS-3, GS-4, GS-5, GS-7 & GS-10)
18
50
3272
10
366
50012611261250
200
36
63
66
36
63
66
10
10 605 605 832 605 605 10
366
405
52
05
20
40
5
185
0
36
63
66
36
63
66
10
10
PL-3.2
L-60x60x5
139.8mm Ø O.D.
t=3.5mm
BOLT 16mmØ
PL-12
BOARD t=2.2mm
Ø PIPE 30x30
BOARD t=2.2mm
t=3.5mm
139.8mmØ O.D.
Ø PIPE 30x30
BOARD t=2.2mm
Ø PIPE 30x30
BOARD t=2.2mm
BOLT 16mmØ
PL-3.2
PL-12
BOLT 16mmØ
PL-3.2
PL-12
Ø PIPE 30x30
BOARD t=2.2mm
BOLT 16mmØ
PL-3.2
PL-12
t=3.5mm
139.8mmØ O.D.
L-60x60x5
Ø PIPE 30x30
BOARD t=2.2mm
BOLT 16mmØ
PL-3.2
PL-12
L-60x60x5
BOLT 16mmØ
PL-3.2
PL-12
L-60x60x5
BOLT 16mmØ
PL-3.2
PL-12
L-60x60x5
Ø PIPE 30x30
BOARD t=2.2mm
PL-3.2
PL-12
t=3.5mm
139.8mmØ O.D.
L-60x60x5
Ø PIPE 30x30
BOARD t=2.2mm
t=3.5mm
139.8mmØ O.D.
L-25x25x2.5
L-60x60x5
ØPIPE 30X30
ØPIPE 30X30
t=3.5mm
139.8mmØ O.D.
L-60x60x5
L-25x25x2.5
ØPIPE 30X30
t=3.5mm
139.8mmØ O.D.
L-60x60x5
L-25x25x2.5
ØPIPE 30X30
t=3.5mm
139.8mmØ O.D.
ØPIPE 30X30
t=3.5mm
139.8mmØ O.D.
L-60x60x5
L-25x25x2.5
ØPIPE 30X30
L-60x60x5
L-25x25x2.5
L-60x60x5
L-25x25x2.5
L-60x60x5
ØPIPE 30X30
t=3.5mm
139.8mmØ O.D.
L-60x60x5
L-25x25x2.5
SCALE
1 GS-1 DETAIL1:30 m. SCALE
2 SECTION A1:30 m. SCALE
3 GS-2 DETAIL1:30 m. SCALE
4 SECTION B1:30 m. SCALE
5 GS-3 DETAIL1:30 m. SCALE
6 SECTION C1:30 m.
SCALE
7 GS-4 DETAIL1:30 m. SCALE
8 SECTION D1:30 m. SCALE
9 GS-5 DETAIL1:30 m. SCALE
10 SECTION E1:30 m.
SCALE
11 GS-7 DETAIL1:30 m. SCALE
13 GS-10 DETAIL1:30 m.SCALE
12 SECTION F1:30 m. SCALE
14 SECTION G1:30 m.
SCALE
15 TYPICAL DETAIL 11:5 m.
Republic of the Philippines JAPANINTERNATIONAL
COOPERATIONAGENCY
NIPPON KOEICO., LTD.
NJS CONSULTANTSCO., LTD.
JAPAN AIRPORTCONSULTANTS,
INC.
JICA DESIGN CONSULTANT JOINT VENTURE
(ORIGINAL SIGNED)
(ORIGINAL SIGNED)
(ORIGINAL SIGNED) (ORIGINAL SIGNED)
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