Dumalag Original Signed
Dumalag Original Signed
Dumalag Original Signed
NIEL IVAN JOHN D. CAMPOSANO ROBEL A. HORARIO YOLANDA B. PUGNA DENE B. BALDONADO JR.
ENGINEER II OIC - CHIEF , PLANNING AND DESIGN SECTION OIC - ASST. DISTRICT ENGINEER OIC - DISTRICT ENGINEER
PLANS FOR THE PROJECT VICINITY MAP
CONSTRUCTION OF CONCRETE ROAD - CAMBURANAN
96
te
SAN CARMEN STA. MONICA
99 100 101
si
STO. ROSARIO 97 102
is
SANMARTIN 78 103
DUMALAG-PINAMALATICAN-MAMBUSAO, CAPIZ
th
MAWAN NAGBA
SAN AGUSTIN CONSOLACION BUN-OD
STO. NINO 77CUARTERO
96
SAN RAFAEL
STA. TERESA
76 MALAGABA
TASLAN 95
TO
94 STO. ANGEL
DUMALAG
S
93 93 94 GUINOTOS
A
CONCEPCION SAN JOSE 92 74
N RA
89 90
91 92 TINAYUYAN
SAN JULIAN 88
73
FAEL
87 SAN MIGUEL
SAN ANTONIO
86
85 SAN ANGEL BAYOG 72
DUMARAO
83
84
DOLORES
IMBARCAMAR GUSI
71
72
END OF PROJECT 81 73
82 70
0 + 700.00 82 SWITCH DURAN
80
81
PC: 1+930.11
943.05
1.65
PC: 1+ 5.13
838.61
2.644 Lane Km.
MidC: 1+ 9608.9.510430
.84628
85
PT: : 1+ 972 5
4
956.1
5 .
Mid: 1+8
Mid: 1+
: 1++9956
.8647
1+9979 .56
85. .01
1+
.0
64.4
46
14.09
PTidCT::11+
CT: 1+7
PT:
.23
LEGEND :
CT: 1+7
PC: 1+642.36
.75
Mid: 1+605.91
PT: 1+615.23
PC: 1+596.59
Mid: 1+678
PT: 1+514.31
6
PPid
012
PT: 1+7
M
Mid: 1+486.78
9.1
PC: 1+459.25
58
PT: 1+397.42
MPPid
: 2+
2
45.
0
: 2+
PC
2+0
.25
Mid
ROAD CENTER LINE
352
PT:
: 1+
Mid
ROAD RIGHT OF WAY 10 m FROM THE CENTER LINE
.72
propose pccp width = 3.35m. B/S, P
PT C: 1
170
concrete drainage sidewalk / curb and gutter : 1 +30 84.00 PROPOSE CONCRETE PAVEMENT
.99
+2 7.
: 2+
84.00
.00
98 08
200
84
.41
PC
Mi TO PROPOSE STONE MASONRY (SLOPE PROTECTION )
d:
: 2+
: 2+ 36. .26
BRG
61
1+
26 Y. C
Mid 2+2231
Mid
3
: 2+ 52.2
9.6 ONS
.84
PC
: +
1 OLA PROPOSE CONCRETE DRAINAGE
PCT: 2
:1
267
2
+2 C ION
P
40
.81 PROPOSE REINF. CONCRETE PIPE CULVERT
PT
propose pccp width = 3.35m. B/S,
W
FENCE LINE
BENCH MARK
84.00
PT 00
S
:1 84.
+1
14 TREES
E
Mi .31
d:
1+
08
PPTC: 4.7
6 ELECT. DISTRIBUTION POST / PLDT / GLOBE
20 9.1916
: 1 1+
.00 0
0
: 1 0239.
+0 05
84.
.33
50 5.2
PT C: 1+1+0
35
.82 2
84
0
P id:
.37
94.
M
9
+968
REFERENCE POINTS
: 0+
2234..61782
4
Mid
0
PC:
9
9
PI NO. START END
+
+
MPPiCTd : 0
0
INDEX SHEET CONTENT
:
.00
PI 1 676796.7373,1250593.5889 676789.0783,1250597.0429
84
BEG. OF PROJECT COVER SHEET
STA. 0 + 600.00 propose pccp width = 0.85m. B/S, PI 2 676541.5131,1250585.7941 676537.2792,1250592.7523
84.00
.15
0
85.0
85.00
9
0+74
PI 3 676540.0287,1250713.2557 676540.7893,1250717.4638
1.61
T: 0+6665.37
+707
84.0 1
PT:
.451
676549.2510,1250754.5503 676554.6959,1250774.5288
966.6
PI 4 LEGEND
Mid: 0
PPC: 0+6
5.25
Mid: 0+6
PPCT:: 00++559
4.09
85
TO CONCEPC PI 5 676566.0918,1250810.3727 676597.5269,1250907.7440
446.12
435.76
PC: 0+49
00++339957..5793
PT: 0+45
3.45
Mid: 0+
0
85.0085.0
PC: 0+
P id:: 0+39
.
+372
SUMMARY OF QUANTITIES
PI 7 676617.8929,1250973.6288 676634.0837,1251055.7120
.00 GENERAL NOTES
:
PT
PT: 0
0
C
Mid 85 85.0
M
: 0+ 00
368 85. PI 8 676652.3670,1251229.2394 676652.4932,1251230.3178 STRAIGHT LINE DIAGRAM
85.00
.36
2
0
LEGEND
0
00
86.
PI 9 676658.0684,1251273.6093 676656.8784,1251325.3576
85.
.00 .00
SPOT DETAIL OF STONE MASONRY
5 0 86 85
PC: 0+363.9 87.0 87.00 PI 10 676655.3591,1251333.9980 676649.6186,1251354.9047 SCHEDULE OF DRAINAGE STRUCTURE
.00
00
88. SCHEDULE OF CONCRETE DRAINAGE
88
PI 11 676648.0610,1251359.0190 676624.6106,1251413.2323
SCHEDULE OF CURB AND GUTTER
.000
propose pccp width = 0.85m. B/S, PI 12 676569.0587,1251526.8891 676544.7182,1251579.0906 SCHEDULE OF STONE MASONRY
89.0
89
LEGEND
BM 1 PI 16 676638.1690,1251899.6511 676662.4326,1251967.0792
MARK "X" ALONG CENTER OF
APPROACH ""Ä"" OF BRIDGE
PI 17 676675.7122,1252015.2308 676675.9257,1252016.0325
6-19 CROSS SECTION
NORTHING : 1250596.772 M
EASTING : 676789.832 M PI 18 676683.4604,1252045.3638 676683.7717,1252046.6505 TYPICAL BOX TYPE DRAINAGE :
DETAIL TOP ELEVATION
PI 19 676693.1003,1252087.7341 676697.0063,1252100.1577
20 DETAIL OF BOX CANAL
SECTION
TO DUMALAG PROPER
PC: 6
.975
02.55
+1096. 89.
86 87 88 89.0
T: :00+09
Mid 0+0
P
21
87.00
SCALE 1 : 2,500 m.
22 GUARDRAIL
BP: 0+000.00
00
86.
Republic of the Philippines CONSTRUCTION OF CONCRETE ROAD - LAYOUT , VICINITY MAP SURVEYED BY :
Original Signed
DUMALAG-PINAMALATICAN-MAMBUSAO, CAPIZ INDEX SHEET CONTENT NOEL A. DADIVAS Original Signed Original Signed Original Signed Original Signed 1 1
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS Brgy. San Roque , Dumalag, Capiz Instrument man
LEGEND DENE B. BALDONADO, JR.
Capiz 2nd District Engineering Office AUTO CAD BY: Original Signed
NIEL IVAN JOHN D. CAMPOSANO ROBEL A HORARIO YOLANDA B. PUGNA
REFERENCE POINT 22
Dumalag, Capiz VILLIE V. BACAS ENGINEER II OIC - CHIEF PLANNING AND DESIGN SECTION OIC - ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
Engineering Aide DATE: DATE: DATE:
SCHEDULE OF CURB AND GUTTER SUMMARY OF QUANTITIES
STATION LENGTH
LOCATION
From To (m )
0+600.00 1+611.00 both side 1,011.00
CL
SCHEDULE OF CONCRETE DRAINAGE
0.00 STATION LENGTH
LOCATION
3.35 3.35 From To (m )
1.00 0.50 0.50 1.00 0+600.00 1+764.685 both side 1,164.69
SCHEDULE OF GROUTED RIPRAP
N 7% -1.50% -1.50% N.G.L. STATION
8.2 LENGTH
-1
LOCATION
00
-9
.00
From To (m )
%
1.0 m
1+680.00 1+764.685 both side 84.68
1+795.819 1+825.276 rightside 29.46
W E 1+849.28 1+880.00 right side 30.72
0.80 m 1+795.819 1+880.00 left side 84.18
1.0 m ITEM 101 REMOVE EXISTING PCCP ( 0.23 m. thick / 3.05 m. wide )
SCHEDULE OF REVETMENT WALL
S propose concrete drainage
box type
ITEM 311 PROPOSED PCCP ( 0.30 m. thick / 3.35 m. wide )
ITEM 200 AGGREGATE SUB-BASE COURSE ( 0.20 m THK. )
STATION
LOCATION LENGTH
From To (m )
ITEM 105 SUB GRADE PREPARATION right side
1+825.276 1+849.28 24.00
CL
SEE DETAIL
-A O
NIT T
N
PA ING
6.70
GO
3.35 3.35
1.50 1.50
O N F I L L
%
.00
00
-1
-1
00
.00%
N.G.L.
ITEM 101 REMOVE EXISTING PCCP ( 0.23 m. thick / 3.05 m. wide )
-1
00
CENTER LINE SPECIFIED.
ON FILL
VARIABLE
-1
.00
00
ON FILL
.00
ON FILL
%
%
ROAD RIGHT OF WAY BOUNDARY LINE 3. GRADES SHOWN ARE TOP OF FINISHED PAVEMENT.
%
.00
00
-1
VERT. 1 : 2 5 0 m.
BRIDGE propose pccp 6.70m. width @ t=0.30m. propose pccp 6.70m. width @ t=0.30m.
BRIDGE
REVETMENT
SLOPE PROTECTION
STA.1+825.276
STA.1+849.28 R/S
END LIMIT OF DRAINAGE
AT BRIDGE APPROACH
GROUTED RIPRAP GROUTED RIPRAP
STA.1+764.685 B/S
SLOPE PROTECTION SLOPE PROTECTION
STA.1+795.82 - STA.1+849.28 -
STA.1+825.276 R/S STA.1+880.00 R/S
TYPICAL SECTION
JEREX B. DIAWARA
Engineer II
CHECKED & REVIEWED: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED: SET NO. SHEET NO.
Mid: 0+368.36
N
CIO
AZI= 7°38'16.28"
EP
PC
6
NC
20.69m
2.7
ELEMENTS OF CURVE
:0
CO
7
+3
PI
+3
63
3
.
GY
:0
.95
PT
PI No. PI STATION I(<) E(m) T(m) R(m) Lc(m) DEGREE OF CURVE PC (STA) PT (STA) e% w(m) V(kph)
+ 3 95 4 5
87.
B
00
97 .59
: 0 +3 93.
TO
.73
PT id: 0: 0+3
88.00 PI 1 0+096.76 9°06'12" 0.167 4.214 52.936 8.411 32°55'18" 0+092.55 0+100.96 4%
00
M PC
86.
AZI= 12°51'09.83" PI 2 0+369.19 77°54'55" 1.440 5.237 6.477 8.808 0°00'00" 0+363.95 0+372.76 4%
86.0
38.04m
0
87
.00
PI 3 0+395.59 5°12'54" 0.049 2.140 47.000 4.278 37°13'23" 0+393.45 0+397.73 4%
.00
0+
85
88. 85
0 36
00
38
.0 0 PI
0
0+
6
PI 4 0+446.13 4°47'04" 0.216 10.363 248.052 20.713 6°56'01" 0+435.76 0+456.48 4%
5.7
4
43
0+
0+
0
PI 5 0+545.25 0°30'35" 0.114 51.160 11502.612 102.320 0°08'58" 0+494.09 0+596.41 4%
.12
40
34
:
PC
6
0+
0
44
0
.0
.00
89
0+
89
8 PI 6 0+629.13 1°50'41" 0.261 32.481 2017.366 64.956 0°51'07" 0+596.65 0+661.61 4%
6.4
d:
5
Mi
+4
0+
0
42
:0
32
0+
PT
0
AZI= 289°43'21.25"
0+
0
262.99m 85.00
44
30
85.
0+
00 LEGEND:
17
.09
°3 .61m
4
8'1
.00 60 49 PC Point of Curvature
0+
37
88 4
3.6
+
0+ :0
28
REFERENCE POINT
8"
PI Point of Intersection
0
PC
BM 1 PT Point of Tangency
0+
MARK "X" ALONG CENTER OF 0
48 R Radius
26
APPROACH ""Ä"" OF BRIDGE
0+
0
T Tangent Distance
NORTHING : 1250596.772 M
Lc Length of the Curve
0+
EASTING : 676789.832 M 0
50
24
BM 1 0+ I Angle of Intersection
0
5 .25
MARK "X" ALONG CENTER OF 54 Ec Middle Ordinate
0+
0+
APPROACH ""Ä"" OF BRIDGE d: e% Superelevation
Mi
22
0
52
0
85.0
0+ 0
W Widening
AZI= 18°08'48.49"
0+
2
0.24m
00
5 40
0+
0+
18
6451
0
5 60 96.
PI
0+ 5
0+
5
T:
0+
P
P C
16
0
PMT id:: 0+
0
58
PC
: 0 0+ 092
0+
+1 096 .55
00 .7
0+
3
9.1
.96 5
1
40
62
0 0+
TO
R 60 di :
OPE 0+
.00 M
BR
PR
0+
87
GY
G
12
LA 89.
.C
00
0
A
UM 89.00
ON
O D 0 1
62
PLAN 1.6 37
SO
T .00
86 0+
0+
6
LA
+6 5.
88.00
10
C
: 0 +66
IO
0
T
P :0
N
87.00 85
PC
.00
1" 0
16
3.2 64
0+
°1 77m
'3 +
°49 5m
080
SCALE: 1:1000 MTS 0
8'0
1
PI
86.00
8 PI
BP
3.
7.0
9
6
2 5
92.
: 0+
7"
0+
0
000
66
060
6
0+
7.2
.00
85
BEG. OF PROJECT
70
.0
0
0+
0+
STA. 0 + 600.00
040
d:
85
Mi
0
.00
68
00
0+
0+
86.
020
5
9.1
0
74
0+
70
0+
0+
000
:
PT
MATCH LINE
STA. 0 + 700.00
94
PVI STA:0+085.00
PVI ELEV:88.52
K:6.07
92 PVI STA:0+045.00 LVC:30.00
PVI ELEV:85.93
K:6.65
BVCS: 0+070.00
EVCS: 0+100.00
BVCE: 87.55
EVCE: 88.75
LVC:45.00
90
ELEVATION
BVCS: 0+022.50
BVCE: 85.99
EVCS: 0+067.50
EVCE: 87.39
88
86 PROFILE STA:0+599.56
ELEV:84.64
SCALE: VERTICAL 1:100 MTS BEG. OF LINED CANAL
84 HORIZONTAL 1:1000 MTS
83
0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+620 0+640 0+660 0+680
86.001
88.781
88.791
85.481
85.561
85.631
88.117
88.754
88.760
88.763
88.767
88.770
88.774
88.777
88.784
87.570
86.677
86.447
86.167
85.887
85.600
85.480
85.496
85.492
85.634
85.542
86.175
86.945
88.788
88.795
88.798
85.478
85.459
85.455
88.81
88.81
85.89
85.92
85.90
87.27
88.78
88.79
88.76
88.77
88.78
88.79
88.78
88.78
88.80
87.57
86.68
86.17
85.89
85.60
85.48
85.50
85.48
85.49
85.56
85.63
85.63
85.54
85.48
85.46
88.75
88.75
86.45
85.45
VERTICAL GEOMETRY 22.50 45.00 2.50 30.00 0.16 243.68 4.81 9.08 6.912.71
1.69
1.36
0.53 24.67 44.12 2.36
1.34
5.516.085.006.47 9.99 8.81 14.72 8.62 10.13 26.50 1.39 23.79 24.07 23.80 20.14 12.34 10.83 3.77 11.97 5.98 11.97 11.97
0+419.60 0.00
0+648.71
0+658.71
0+668.71
0+122.84
0+394.64
0+427.10
0+440.10
0+070.67
0+078.55
0+093.96
0+099.55
0+114.96
0+342.08
0+349.95
0+365.76
0+370.95
0+371.57
0+379.45
0+386.76
0+390.73
0+400.45
0+411.73
0+452.15
0+465.15
0+472.65
176.06
SUPERELEVATION 219.24
.25
PI 9 0+994.55 17°18'41" 1.959 26.179 171.972 51.959 10°00'28" 0+968.37 1+020.33 4%
0+6 .61
.08
Mid: 1+352
7
.41
65.3
PC: : 0+661
+3 0 7
PI 10 1+039.99 10°45'43" 0.509 10.888 115.596 21.712 14°54'42" 1+029.11 1+050.82 4% PI 12
+298
TO DUM
ALAG PR
1
1
OPER
PT: 1
269.6
:
PT
PI 11 1+084.78 5°18'47" 0.685 29.566 637.207 59.089 2°41'52" 1+055.22 1+114.31 4%
84.00
C
84.00
P
26
.42
707.
+
16°
81
397
PI 12 1+269.62 2°05'54" 0.264 28.803 1572.767 57.601 1°05'34" 1+240.81 1+298.41 4%
1
18'0
240.
:
7.
d
0+
.71"
: 1+
3.77 07"
Mi
03'01
9.15
336°
Mid:
PI 13 1+355.08 47°51'41" 9.296 47.992 108.144 90.337 15°56'45" 1+307.08 1+397.42 4%
1+
PT
m 85.0
0 84.
8.67m
0
74
0
PC:
85.0
PT: 0+
0
1+340
1+320
1+360
0
1+30
80
80
23°
1+3
0 +6
0
54'
1+28
43.
00
61. 1
0+70
83m 5"
1+4
1+ 26
PI 8
.31
0+72
0
84.00 3" 84.
1+24
'07.5 0
+114
20
0
0+740
7
24..71284
° 5
1+4
333
TC: 00++992243.6
6°00'5
0
6
51m
1+22
2.73"
0+760
PT: 1
126.
084.7
PI 7 85.00 174.49
.00
40
0+780
0
m
1+20
PT: 1+ 5.22
84
37
1+4
050.82
+
0+800
9.96
Mid: 1
Pid
PC: 1+029.11
+968.
Mid: 0+994.35
PT: 1+020.33
0
MP
8855
05
1+18
.0.00 0
0+820
0
Mid: 1+03
PC: 1+
6
PC: 0
1+4
0
84.00
0+840
1+16
0+860
7°20'1
0
1+14
84.00
7.88"
0+880
43.65 84.00
0
m 5'54.6
9" LEGEND:
1+12
0+900
339°1
350°01'37.35"
0+920
0
84.0
4.40m
1+10
0 PC Point of Curvature
8.77m
0+940
1+080
84.00
PI Point of Intersection
0+960
1+060
PT Point of Tangency
0+980
1+040
1+000
1+020
BEG. OF PROJECT R Radius MATCH LINE
STA. 0 + 600.00
PI 11 T Tangent Distance STA. 0 + 700.00
Lc Length of the Curve
PI 9 PI 10
I Angle of Intersection
Ec Middle Ordinate
PLAN e%
W
Superelevation
Widening
98
96
GRADE BREAK STA = 0+781.53
ELEV = 85.032
ELEV = 84.933
92
ELEV = 84.738
ELEV = 84.475
ELEVATION
90
88
86
MATCH LINE STA:0+700.00
ELEV:84.45
OF DRAINAGE
MATCH LINE STA:1+400.00
84
PROFILE ELEV:83.35
OF DRAINAGE
85.051
84.301
84.311
85.442
85.462
85.400
85.004
85.010
84.932
84.764
84.424
84.280
84.290
84.322
85.499
85.343
85.218
85.087
84.945
84.829
84.978
84.779
84.746
84.728
84.759
84.769
84.709
84.559
84.493
84.495
84.309
84.269
84.333
85.01
84.41
85.44
85.50
85.46
85.40
85.42
85.34
85.22
84.83
85.00
84.93
84.74
84.77
84.73
84.76
84.77
84.56
84.32
84.30
84.24
84.23
84.22
84.27
84.27
85.09
84.95
84.98
85.05
84.78
84.69
84.49
84.49
84.25
VERTICAL GEOMETRY 11.974.304.423.91 9.31 7.971.3010.66 10.52 8.85 13.01 24.50 50.44 12.56 12.97 4.16
1.2611.29 9.97 4.17 10.641.23 41.63 5.493.674.264.195.193.46
3.46
3.46
3.466.933.64
3.29
3.02
3.39
3.25
4.324.364.10
3.375.832.32
1.69
2.32
4.694.284.254.19
2.675.945.43
1.76
1.34
5.236.572.84
3.54
0.18
6.57
1.289.410.36 22.70 8.14 9.37 13.56 12.58 12.84 11.42 7.55 17.29 7.75 363.09
0+755.82
0+765.82
0+901.76
0+909.64
0+917.73
0+930.64
0+938.73
0+946.60
0+951.54
0+959.04
0+973.04
1+010.94
1+015.67
1+018.44
1+029.67
1+034.44
1+037.17
1+110.97
1+120.97
1+130.97
1+038.55
1+045.49
1+048.55
1+058.55
1+061.49
1+068.99
1+288.25
1+295.75
1+312.75
1+391.75
135.95 157.28
4.94
SUPERELEVATION
45.82 30.43
26.23
EL
AFA
PI 17 1+764.46 1°00'41" 0.002 0.415 47.000 0.830 37°13'23" 1+764.04 1+764.87 4%
R
AN
PI 18 1+795.82 1°36'50" 0.005 0.662 47.000 1.324 37°13'23" 1+795.16 1+796.48 4%
Y. S
PI 19 1+845.14 9°19'12" 0.265 6.533 80.150 13.038 21°34'22" 1+838.61 1+851.65 4%
BR G
TO
PI 20 1+943.39 31°33'15" 1.771 13.279 47.000 25.884 37°13'23" 1+930.11 1+956.00 4%
PC: 1+930.11
PI 2
STA:1+795.82 PI 19
43.05
END OF GROUTED RIPRAP L/S 1 0.13m
AZI= 14°24'24.54" BEG. OF GROUTED RIPRAP L/S AZI= 55°59'34.18" PC Point of Curvature
PT: 1+851.65
Mid: 1+9
1+9 58.5 30
45.13
STA:1+764.68 P11.61m PI Point of Intersection
60. 4
PT: : 1+9956.10
61
30.28m I 22
95
END OF GROUTED RIPRAPL/S
+838.
PI 18 PT Point of Tangency
Mid: 1+8
MidCT: 1+
.56
.00
00
85.
84.00
.01
PC: 1
85
972
PI 17 R Radius
7956.184628
83.00
46
PP
979
0
84.0
: 1+
85.
83.
T Tangent Distance
: 1+
22°06'46.58"
.48467
00
1+9
PC
idT:: 11++
64.0
Lc Length of the Curve
Mid
PI 2
85.00
STA:1+680.00
PT:
78.46m 85.0 3
.75
PPC
CT: 1+7
0 I Angle of Intersection
M
BEG. OF GROUTED RIPRAPL/S PI 16
012
"
714.09
.00 '34.63 84.00
12°47
PPid
Ec Middle Ordinate
.16
83
: 2+
1+940
1+920
M
PI 15
83.0
m 84.00 55°
8.23
029
1+900
42.13 83.0
PC
06'5 e% Superelevation
1+880
PT: 1+
60
0
0
83.
8
PC: 1+642.36
1+860
: 2+
1.5
5.5
1+9
PT: 1+615.23
Mid: 1+67
Mid: 1+605.91
27. 4
00
1+840
TO DUMALAG PROPER
PC: 1+596.59
84.00 29m " W Widening
Mid
4
PI 14
2+0
TO
1+820
80
5.24" BR
15°25'0
PT: 1+514.31
1+9
G
PT:
Y. C
1+800
Mid: 1+486.78
83.0
PC: 1+459.25 49.95m STA:1+880.00 0 ON
SO
00
.00
1+780
STA:1+849.28 85 L
PT: 1+397.42
2+0
86.00
ION
1+760
END OF REVETMENT WALL
24°09'49.90"
20
1+740
BEG. OF GROUTED RIPRAPR/S
2+0
84.00
86
1+720
22°38'18.48" 27.14m
.00
83
40
84.0.00
1+700
82.29m STA:1+825.27
2+0
0
1+680
STA:1+764.68
00
1+660
23°54'43.15" 84. END OF GROUTED
1+640
END OF GRROUTED R/S
60
1+620
END OF PROJECT 54°
1+600
BEG. OF REVETMENT WALL R/S REFERENCE POINTS
2+0
STA:1+795.82 85. 39'1
1+580
61.83m 00
125 1.62"
1+560
STA. 1 +953.18
84.00
PLAN
1+540
OFF:6.53m R
80
STA:1+680.00 .14
1+520
m
1+500
2+0
PI NO. START END
1+480
0
1 + 400.00
1+400
0
C24 677018.1984,1252377.2281 677037.9238,1252389.3532
2+1
REFERENCE POINTS
SCALE: 1:1000 MTS
20
C25 677037.9238,1252389.3532 677057.9710,1252398.9312
2+1
PI NO. START END
94
EVCE: 84.91
EVCE: 84.91
BVCS: 1+611.66
BVCS: 1+701.53
BVCS: 1+800.00
BVCS: 1+893.16
BVCE: 84.46
BVCE: 85.34
EVCE: 85.82
BVCE: 85.86
EVCE: 85.52
EVCS: 1+671.66
EVCS: 1+761.53
EVCS: 1+860.00
EVCS: 1+953.16
BVCE: 85.19
90
ELEVATION
88
86
MATCH LINE
84 STA:1+400.00 DRAINAGE OUT FALL STA:1+761.53
ELEV:83.27 ELEV:83.52
OF DRAINAGE
82
PROFILE
80 SCALE: VERTICAL 1:100 MTS
79 HORIZONTAL 1:1000 MTS
1+420 1+440 1+460 1+480 1+500 1+520 1+540 1+560 1+580 1+600 1+620 1+640 1+660 1+680 1+700 1+720 1+740 1+760 1+780 1+800 1+820 1+840 1+860 1+880 1+900 1+920 1+940 1+960 1+980 2+000 2+020 2+040 2+060 2+080
84.931
84.941
84.354
84.364
84.386
84.396
84.407
84.417
84.564
84.753
85.027
85.317
85.814
85.842
85.807
85.524
85.323
85.127
84.914
84.910
84.920
84.952
84.962
84.973
84.375
84.428
84.439
84.449
84.468
85.569
85.735
85.859
85.695
84.985
84.21
84.01
84.81
84.51
84.27
84.22
84.20
84.08
84.03
83.98
83.98
84.03
83.96
83.88
83.77
83.83
83.96
84.20
85.84
85.80
85.07
84.39
84.50
84.70
84.70
84.38
84.36
84.40
84.43
84.69
84.90
85.55
84.25
84.55
VERTICAL GEOMETRY 363.09 60.00 29.88 60.00 0.00
4.00 30.25 0.12
4.10 60.00 33.16 60.00 147.97
L=55.06 L=18.63 L=71.73 L=0.83 L=1.32 L=13.04 L=25.88 L=4.82 L=12.89 L=32.83
HORIZONTAL GEOMETRY L=61.83
R=2476.98
L=82.29
R=699.79
L=27.14
R=469.93
L=49.95
R=47.00
L=30.28
R=47.00
L=42.13
R=80.15
L=78.46 L=0.13 L=11.61
R=47.00R=118.72 R=840.93
L=27.29
R=4079.72
L=125.14
1+916.11
1+937.11
1+955.61
1+971.61
1+979.11
1+408.75
1+416.25
1+625.70
1+635.70
1+645.70
1+710.76
1+720.76
1+730.76
1+742.17
1+750.04
1+757.87
1+771.04
1+789.48
1+802.16
1+844.98
1+845.28
1+864.98
1+872.88
1+908.24
1+937.96
1+945.46
1+949.00
1+961.46
1+970.00
1+977.87
209.44
SUPERELEVATION 83
42.
11.
41
92 92
91 91
ELEV:85.6
OFF:-4.07m L
OFF:0.00m
ELEV:85.5
ELEV:85.5
OFF:-3.33m L
OFF:0.00m
ELEV:85.5
ELEV:85.4
OFF:3.93m R
ELEV:85.4
OFF:3.75m R
90 90
ELEV:85.1
ELEV:85.1
OFF:9.27m R
OFF:7.21m R
ELEV:85.0
OFF:7.52m R
ELEV:84.9
OFF:9.76m R
ELEV:84.7
OFF:-7.81m L
ELEV:84.3
OFF:-10.24m L
ELEV:84.1
89 89
OFF:-10.11m L
ELEV:84.0
OFF:-7.63m L
ELEVATION
ELEVATION
88 88
87 87
ELEV: 85.711
ELEV: 85.625
OFF: -3.86
ELEV: 85.601
ELEV: 85.587
ELEV: 85.561
OFF: 3.86
OFF: -3.86
ELEV: 85.475
OFF: 3.86
OFF: -3.35
ELEV: 85.450
ELEV: 85.436
OFF: 3.35
OFF: -3.35
OFF: 3.35
86 STATION 0+620.00 STATION 0+620.00
86 STATION 0+680.00 STATION 0+680.00
-1.50%
-1.50% -1.50% -1.50%
ITEM No. Area ITEM No. Area ITEM No. Area ITEM No. Area
85 85
102 0.79 102 0.55 102 0.43 102 0.36
85.51
85.41
84.21
84.51
85.11
85.11
84.90
85.54
85.40
85.00
84.92
84.14
85.42
85.34
84.33
84.53
84.65
85.18
85.46
85.56
85.57
85.56
85.55
85.49
85.16
85.08
84.89
84.09
84.05
84.98
85.13
85.47
85.46
85.47
85.45
85.48
85.48
85.25
85.09
85.13
E.G. CL E.G. CL
92 92
91 91
OFF:0.00m
ELEV:85.6
ELEV:85.6
OFF:-4.58m L
OFF:0.00m
ELEV:85.5
ELEV:85.5
OFF:3.99m R
ELEV:85.4
OFF:3.02m R
ELEV:85.3
OFF:-4.59m L
90 90
ELEV:85.1
OFF:9.97m R
ELEV:85.0
OFF:6.98m R
ELEV:84.9
OFF:8.73m R
ELEV:84.9
OFF:9.82m R
ELEV:84.4
OFF:-8.95m L
ELEV:84.2
OFF:-10.18m L
89 89
ELEV:84.1
OFF:-10.03m L
ELEV:84.0
OFF:-9.05m L
ELEVATION
ELEVATION
88 88
ELEV: 85.731
87 87
OFF: -3.86
ELEV: 85.632
ELEV: 85.629
ELEV: 85.621
ELEV: 85.580
OFF: -3.86
OFF: 3.86
OFF: 3.86
OFF: -3.35
ELEV: 85.481
ELEV: 85.478
ELEV: 85.470
OFF: -3.35
OFF: 3.35
OFF: 3.35
86 STATION 0+611.00 STATION 0+611.00
86 STATION 0+660.00 STATION 0+660.00
-1.50%
-1.50% -1.50% -1.50%
ITEM No. Area ITEM No. Area ITEM No. Area ITEM No. Area
85 85
102 0.92 102 0.93 102 0.58 102 0.25
85.01
85.51
85.01
84.26
84.38
84.93
85.49
85.58
85.59
85.59
85.58
85.58
85.54
85.50
85.47
85.48
85.24
85.09
84.93
84.08
84.64
84.90
85.16
85.30
85.37
85.44
85.50
85.48
85.48
85.36
85.23
85.16
85.09
85.03
84.65
84.85
84.05
84.35
85.05
E.G. E.G.
CL CL
92 92
91 91
OFF:0.00m
ELEV:85.6
ELEV:85.6
ELEV:85.6
OFF:-4.22m L
ELEV:85.6
OFF:-3.34m L
OFF:3.08m R
OFF:0.00m
ELEV:85.5
ELEV:85.3
OFF:3.64m R
90 90
ELEV:85.0
OFF:9.77m R
ELEV:84.9
OFF:7.69m R
ELEV:84.8
OFF:9.95m R
ELEV:84.7
OFF:-8.06m L
ELEV:84.5
OFF:7.43m R
ELEV:84.4
OFF:-8.84m L
89 89
ELEV:84.2
OFF:-10.05m L
ELEV:84.0
OFF:-10.23m L
ELEVATION
ELEVATION
88 88
87 87
ELEV: 85.710
ELEV: 85.707
ELEV: 85.668
ELEV: 85.617
OFF: -3.86
OFF: 3.86
OFF: -3.86
ELEV: 85.559
ELEV: 85.556
ELEV: 85.517
OFF: 3.86
ELEV: 85.466
OFF: -3.35
OFF: 3.35
OFF: -3.35
OFF: 3.35
86 STATION 0+600.00 STATION 0+600.00
86 STATION 0+640.00 STATION 0+640.00
-1.50% -1.50% -1.50% -1.50%
ITEM No. Area ITEM No. Area ITEM No. Area ITEM No. Area
85 85
102 0.76 102 0.72 102 0.43 102 0.99
84.61
84.82
85.52
84.18
84.43
84.70
84.94
85.45
85.55
85.57
85.59
85.64
85.63
85.59
85.57
85.64
85.25
84.63
84.54
84.78
84.09
84.38
84.64
84.90
85.15
85.35
85.56
85.53
85.50
85.48
85.48
85.48
85.40
85.27
85.15
85.07
85.00
84.95
84.97
E.G. E.G.
92 92
91 91
ELEV:85.6
OFF:-3.83m L
OFF:0.00m
ELEV:85.5
OFF:0.00m
ELEV:85.4
ELEV:85.4
OFF:5.07m R
ELEV:85.4
OFF:-3.03m L
ELEV:85.3
OFF:3.31m R
ELEV:85.3
OFF:9.86m R
ELEV:85.2
OFF:8.27m R
90 90
ELEV:85.1
OFF:7.06m R
ELEV:85.0
OFF:10.00m R
ELEV:84.7
OFF:-10.00m L
ELEV:84.6
OFF:-10.51m L
ELEV:84.6
OFF:-8.58m L
89 89
ELEV:84.0
OFF:-6.42m L
ELEVATION
ELEVATION
88 88
87 87
ELEV: 85.626
ELEV: 85.584
ELEV: 85.533
ELEV: 85.509
OFF: 3.86
OFF: -3.86
ELEV: 85.476
OFF: -3.86
ELEV: 85.433
ELEV: 85.382
OFF: 3.86
ELEV: 85.358
OFF: 3.35
OFF: -3.35
OFF: -3.35
OFF: 3.35
86 STATION 0+740.00 STATION 0+740.00
86 STATION 0+800.00 STATION 0+800.00
-1.50% -1.50%
-1.50% -1.50%
ITEM No. Area ITEM No. Area ITEM No. Area ITEM No. Area
85 85
102 0.88 102 1.02 102 0.46 102 0.58
85.41
85.41
85.41
84.72
85.50
85.50
85.47
85.44
85.33
85.27
84.70
84.52
84.34
84.13
84.76
85.33
85.36
85.42
85.42
85.33
85.24
85.13
85.02
85.03
85.03
84.59
84.95
85.18
85.59
85.45
85.48
85.49
85.49
85.29
85.25
84.19
85.39
85.39
85.19
85.08
E.G. E.G.
CL CL
92 92
91 91
OFF:0.00m
ELEV:85.4
OFF:0.00m
ELEV:85.4
ELEV:85.3
OFF:-3.83m L
ELEV:85.3
OFF:3.73m R
ELEV:85.2
OFF:9.65m R
ELEV:85.2
OFF:6.62m R
90 90
ELEV:85.1
OFF:10.00m R
ELEV:85.0
OFF:7.24m R
ELEV:84.9
OFF:-3.31m L
ELEV:84.6
OFF:-10.00m L
ELEV:84.5
OFF:-6.92m L
ELEV:84.4
OFF:-11.00m L
ELEV:84.3
OFF:-10.21m L
ELEV:84.2
OFF:-7.36m L
89 89
ELEVATION
ELEVATION
88 88
87 87
ELEV: 85.575
ELEV: 85.550
ELEV: 85.542
ELEV: 85.526
OFF: 3.86
OFF: -3.86
OFF: -3.86
ELEV: 85.425
OFF: 3.86
ELEV: 85.399
ELEV: 85.392
ELEV: 85.376
OFF: 3.35
OFF: -3.35
OFF: -3.35
OFF: 3.35
86 STATION 0+720.00 STATION 0+720.00
86 STATION 0+780.00 STATION 0+780.00
-1.50% -1.50% -1.50% -1.50%
ITEM No. Area ITEM No. Area ITEM No. Area ITEM No. Area
85 85
102 0.37 102 0.07 102 0.49 102 0.90
85.41
85.01
85.11
85.11
84.32
84.25
84.48
84.59
84.70
84.80
84.99
85.32
85.42
85.44
85.44
85.37
85.33
85.30
85.27
85.23
85.22
85.22
85.23
84.58
84.40
84.22
84.36
84.72
85.08
85.33
85.38
85.40
85.40
85.40
85.42
85.35
85.22
85.13
85.05
85.09
E.G. E.G.
CL CL
92 92
91 91
ELEV:85.5
OFF:-3.13m L
OFF:0.00m
OFF:0.00m
ELEV:85.5
ELEV:85.5
ELEV:85.4
OFF:3.52m R
ELEV:85.3
OFF:4.27m R
ELEV:85.2
OFF:-4.05m L
ELEV:85.2
ELEV:85.2
90 90
OFF:9.65m R
OFF:10.00m R
ELEV:85.2
OFF:9.02m R
ELEV:85.0
ELEV:85.0
OFF:-6.98m L
OFF:6.53m R
ELEV:84.6
OFF:-10.00m L
ELEV:84.3
OFF:-10.65m L
89 89
ELEV:84.0
OFF:-7.54m L
ELEVATION
ELEVATION
88 88
87 87
ELEV: 85.611
ELEV: 85.558
ELEV: 85.540
ELEV: 85.535
OFF: -3.86
ELEV: 85.460
OFF: -3.86
OFF: 3.86
OFF: 3.86
ELEV: 85.407
ELEV: 85.389
ELEV: 85.384
OFF: -3.35
OFF: -3.35
OFF: 3.35
OFF: 3.35
86 STATION 0+700.00 STATION 0+700.00
86 STATION 0+760.00 STATION 0+760.00
-1.50% -1.50%
-1.50% -1.50%
ITEM No. Area ITEM No. Area ITEM No. Area ITEM No. Area
85 85
102 0.66 102 0.57 102 0.52 102 1.00
85.31
85.01
85.41
85.01
84.24
84.10
84.26
84.70
85.23
85.36
85.43
85.46
85.42
85.33
85.24
85.16
85.16
85.17
84.60
84.90
85.00
85.17
85.43
85.47
85.47
85.46
85.44
85.26
85.03
85.16
84.19
84.59
85.35
85.15
85.35
85.49
85.39
85.05
85.19
85.19
E.G. E.G.
92 91
91 90
ELEV:85.0
OFF:-6.05m L
OFF:0.00m
ELEV:85.0
ELEV:85.0
ELEV:85.0
OFF:-9.66m L
OFF:-10.00m L
ELEV:84.7
OFF:3.58m R
90 89
ELEV:85.1
OFF:0.00m
ELEV:85.0
OFF:-3.83m L
ELEV:85.0
OFF:4.61m R
ELEV:84.9
OFF:-10.00m L
ELEV:83.8
OFF:6.73m R
ELEV:84.7
OFF:-8.09m L
ELEV:84.2
OFF:6.59m R
89 88
ELEVATION
ELEVATION
88 87
ELEV: 85.116
ELEV: 85.049
OFF: -3.86
ELEV: 84.966
OFF: 3.86
ELEV: 84.898
OFF: -3.35
OFF: 3.35
87 86
ELEV: 85.205
ELEV: 85.175
OFF: -3.86
ELEV: 85.054
OFF: 3.86
ELEV: 85.024
OFF: -3.35
OFF: 3.35
86 STATION 0+860.00 STATION 0+860.00
85 STATION 0+920.00
-1.50%
-1.50%
STATION 0+920.00
85.01
84.31
84.01
84.92
84.22
85.02
85.04
84.44
85.00
84.92
84.84
84.87
84.69
84.45
84.58
85.06
85.07
85.09
85.09
85.07
85.06
85.03
84.99
84.96
84.97
84.98
84.99
84.99
84.98
84.98
84.99
84.98
84.95
84.65
E.G. E.G.
CL CL
92 91
91 90
ELEV:85.0
OFF:-8.35m L
ELEV:85.0
OFF:-10.00m L
OFF:0.00m
ELEV:84.8
ELEV:84.4
OFF:4.14m R
OFF:0.00m
ELEV:85.2
90 89
ELEV:85.2
OFF:-3.10m L
ELEV:85.0
OFF:3.84m R
ELEV:84.9
OFF:-9.85m LL
ELEV:84.9
ELEV:83.8
OFF:6.40m R
OFF:-10.00m
ELEV:84.5
OFF:7.13m R
ELEV:84.1
89 88
OFF:-6.15m L
ELEVATION
ELEVATION
88 87
ELEV: 85.082
OFF: -3.86
ELEV: 84.974
ELEV: 84.931
OFF: 3.86
OFF: -3.35
ELEV: 84.823
87 86
OFF: 3.35
ELEV: 85.325
ELEV: 85.298
OFF: -3.86
ELEV: 85.174
OFF: 3.86
ELEV: 85.147
OFF: -3.35
OFF: 3.35
ITEM No. Area -1.50% -1.50% ITEM No. Area ITEM No. Area ITEM No. Area
85 84
102 0.57 102 0.55 102 0.29 102 0.78
85.11
84.90
84.76
84.58
84.34
84.12
84.64
85.18
85.19
85.22
85.19
85.18
84.98
84.80
84.74
84.52
84.96
84.98
84.99
84.98
84.97
84.96
84.96
84.92
84.87
84.83
84.87
84.70
84.42
84.16
83.89
85.15
84.95
84.85
E.G. E.G.
CL CL
92 91
91 90
OFF:0.00m
ELEV:84.9
ELEV:84.9
OFF:-10.00m L
ELEV:84.8
OFF:-8.22m L
ELEV:84.6
OFF:4.02m R
ELEV:84.4
OFF:-4.75m L
OFF:0.00m
ELEV:85.3
ELEV:85.3
OFF:-3.64m L
ELEV:85.2
OFF:3.27m R
90 89
ELEV:84.0
OFF:6.48m R
ELEV:84.9
OFF:7.33m R
ELEV:84.8
OFF:-10.00m L
ELEV:84.8
OFF:7.74m R
ELEV:84.1
89 88
OFF:-6.64m L
ELEVATION
ELEVATION
88 87
ELEV: 85.125
ELEV: 85.053
OFF: -3.86
ELEV: 84.974
OFF: 3.86
ELEV: 84.903
OFF: -3.35
OFF: 3.35
87 86
ELEV: 85.447
ELEV: 85.414
OFF: -3.86
ELEV: 85.296
OFF: 3.86
ELEV: 85.263
OFF: -3.35
OFF: 3.35
84.81
84.61
84.82
85.32
85.32
84.92
84.52
84.64
84.46
84.23
84.05
84.68
85.27
85.30
85.33
85.34
85.29
85.24
85.08
85.03
84.97
84.94
84.96
84.80
84.37
84.37
84.59
84.88
84.98
84.96
84.95
84.94
84.94
84.34
84.09
E.G. E.G.
92 91
91 90
ELEV:84.8
OFF:-3.54m L
ELEV:84.7
OFF:-10.47m L
OFF:0.00m
ELEV:84.7
ELEV:84.5
OFF:3.73m R
90 89
ELEV:85.1
OFF:0.00m
ELEV:85.0
OFF:-5.46m L
ELEV:84.9
ELEV:84.9L
ELEV:84.9
OFF:-10.07m L
OFF:3.58m R
ELEV:83.8
OFF:8.50m R
ELEV:83.7
OFF:9.45m R
OFF:-9.42m
ELEV:84.5
OFF:6.43m R
89 88
ELEVATION
ELEVATION
88 87
ELEV: 84.919
OFF: -3.86
ELEV: 84.769
ELEV: 84.746
87 86
OFF: -3.35
OFF: 3.86
ELEV: 84.596
OFF: 3.35
ELEV: 85.139
ELEV: 85.074
OFF: -3.86
ELEV: 84.988
OFF: 3.86
ELEV: 84.923
OFF: -3.35
OFF: 3.35
86 STATION 0+980.00 STATION 0+980.00
85 STATION 1+040.00 -1.50%
STATION 1+040.00
-1.50%
ITEM No. Area ITEM No. Area ITEM No. Area ITEM No. Area
85 -1.50%
-1.50%
84
102 0.42 102 1.02 102 0.87 102 0.98
85.01
84.90
84.92
84.94
84.96
84.97
85.02
85.00
84.96
84.92
84.86
84.77
84.66
84.76
84.77
84.76
84.74
84.63
84.53
84.37
84.20
84.02
83.84
83.72
84.98
84.99
85.05
84.75
84.75
84.75
84.75
84.75
84.78
84.79
84.69
84.58
E.G. E.G.
CL CL
91 91
90 90
OFF:0.00m
ELEV:85.0
ELEV:84.9
OFF:-8.43m L
ELEV:84.9
OFF:-10.00m L
ELEV:84.8
OFF:-4.13m L
ELEV:84.8
OFF:-10.03m L
ELEV:84.8
OFF:-8.09m L
OFF:0.00m
ELEV:84.8
ELEV:84.7
OFF:4.04m R
ELEV:84.7
OFF:3.28m R
89 89
ELEV:84.0
OFF:7.05m R
ELEV:84.0
OFF:6.52m R
ELEV:83.9
OFF:7.64m R
88 88
ELEVATION
ELEVATION
87 87
ELEV: 85.171
ELEV: 85.105
OFF: -3.86
ELEV: 85.020
ELEV: 84.991
OFF: 3.86
ELEV: 84.959
ELEV: 84.954
OFF: -3.35
OFF: -3.86
ELEV: 84.841
OFF: 3.86
OFF: 3.35
ELEV: 84.808
OFF: -3.35
86 86
OFF: 3.35
85 STATION 0+960.00
-1.50%
-1.50%
STATION 0+960.00
85 STATION 1+020.00 -1.50% -1.50%
STATION 1+020.00
ITEM No. Area ITEM No. Area ITEM No. Area ITEM No. Area
84 84
102 0.37 102 0.73 102 0.48 102 0.84
85.01
84.91
84.11
84.81
84.81
84.81
84.01
84.93
84.94
84.95
84.96
84.98
84.99
85.03
85.03
85.02
84.99
84.98
84.72
84.42
84.79
84.79
84.79
84.80
84.82
84.84
84.85
84.84
84.78
84.79
84.77
84.60
84.45
84.30
E.G. E.G.
CL CL
91 92
90 91
ELEV:85.0
OFF:-4.11m L
OFF:0.00m
ELEV:85.0
ELEV:85.0
OFF:-8.16m L
ELEV:84.9
OFF:-10.00m L
ELEV:84.9
OFF:3.04m R
89 90
ELEV:84.0
OFF:6.06m R
OFF:0.00m
ELEV:84.9
ELEV:84.9
OFF:-5.93m L
ELEV:84.9
OFF:3.20m R
ELEV:84.8
OFF:-9.60m L
ELEV:83.8
ELEV:84.8
OFF:-11.00m L
OFF:6.70m R
ELEV:84.3
OFF:6.17m R
88 89
ELEVATION
ELEVATION
87 88
ELEV: 85.148
ELEV: 85.083
OFF: -3.86
ELEV: 84.997
OFF: 3.86
ELEV: 84.932
OFF: -3.35
OFF: 3.35
86 87
ELEV: 85.081
ELEV: 85.074
OFF: -3.86
OFF: 3.86
ELEV: 84.930
ELEV: 84.923
OFF: -3.35
OFF: 3.35
85 STATION 0+940.00
-1.50%
-1.50%
STATION 0+940.00
86 STATION 1+000.00 STATION 1+000.00
ITEM No. Area ITEM No. Area ITEM No. Area ITEM No. Area
84 85 -1.50% -1.50%
85.01
85.01
85.01
84.91
84.96
85.02
85.00
84.96
84.86
84.34
84.04
84.86
84.87
84.90
84.92
84.94
84.94
84.93
84.93
84.93
84.62
84.36
84.95
84.95
84.98
84.99
84.99
84.65
84.85
84.88
84.95
84.88
84.45
E.G. E.G.
91 91
90 90
OFF:0.00m
ELEV:84.8
ELEV:84.7
OFF:-3.58m L
ELEV:84.7
OFF:3.03m R
ELEV:84.6
OFF:-7.06m L
OFF:0.00m
ELEV:84.6
ELEV:84.5
OFF:-10.49m L
ELEV:84.5
OFF:-4.21m L
ELEV:84.4
OFF:4.11m R
ELEV:84.3
OFF:6.84m R
89 89
ELEV:84.1
OFF:-7.38m L
ELEV:84.0
OFF:-10.00m L
ELEV:84.0
ELEV:84.0
OFF:8.58m R
OFF:10.00m R
ELEV:83.9
OFF:9.49m R
88 88
ELEVATION
ELEVATION
87 87
ELEV: 84.861
ELEV: 84.833
OFF: -3.86
ELEV: 84.726
86 86
ELEV: 84.710
OFF: 3.86
ELEV: 84.698
ELEV: 84.682
OFF: -3.35
OFF: -3.86
OFF: 3.86
ELEV: 84.575
OFF: 3.35
ELEV: 84.547
OFF: -3.35
OFF: 3.35
85 STATION 1+100.00 -1.50% -1.50% STATION 1+100.00
85 STATION 1+160.00 STATION 1+160.00
-1.50% -1.50%
ITEM No. Area ITEM No. Area ITEM No. Area ITEM No. Area
84 84
102 0.87 102 0.51 102 0.75 102 0.64
84.71
84.31
84.01
84.54
84.74
84.70
84.64
84.42
84.04
84.10
84.30
84.54
84.44
84.02
84.55
84.56
84.57
84.68
84.73
84.75
84.76
84.73
84.69
84.53
84.17
84.07
84.13
84.16
84.48
84.56
84.56
84.55
84.56
84.57
84.58
84.29
84.17
84.06
83.98
83.98
E.G. E.G.
CL CL
91 91
90 90
OFF:0.00m
ELEV:84.7
ELEV:84.7
OFF:3.09m R
ELEV:84.7
OFF:-3.44m L
OFF:0.00m
ELEV:84.7
ELEV:84.7
OFF:-7.14m L
ELEV:84.6
ELEV:84.6L
OFF:-10.66m L
ELEV:84.6
OFF:3.72m R
OFF:-10.15m
ELEV:84.4
OFF:-5.87m L
ELEV:84.3
OFF:-10.00m L
89 89
ELEV:84.0
OFF:8.41m R
ELEV:84.0
OFF:10.00m R
ELEV:83.8
ELEV:83.8
OFF:8.57m R
OFF:9.32m R
88 88
ELEVATION
ELEVATION
87 87
ELEV: 84.862
ELEV: 84.812
ELEV: 84.809
ELEV: 84.801
OFF: -3.86
86 86
OFF: -3.86
ELEV: 84.711
OFF: 3.86
OFF: 3.86
ELEV: 84.661
ELEV: 84.658
ELEV: 84.650
OFF: -3.35
OFF: -3.35
OFF: 3.35
OFF: 3.35
ITEM No. Area ITEM No. Area ITEM No. Area ITEM No. Area
84 84
102 0.72 102 0.50 102 0.75 102 0.63
84.69
84.72
84.72
84.72
84.73
84.73
84.73
84.73
84.59
84.42
84.26
84.10
83.94
83.84
84.27
84.30
84.32
84.33
84.36
84.47
84.57
84.67
84.68
84.69
84.69
84.68
84.68
84.53
84.39
84.27
84.19
84.08
84.00
83.97
84.65
84.65
84.65
84.65
84.65
E.G. E.G.
CL CL
91 91
90 90
OFF:0.00m
OFF:0.00m
ELEV:84.8
ELEV:84.8
ELEV:84.8
OFF:-3.72m L
ELEV:84.7
OFF:-4.01m L
ELEV:84.7
ELEV:84.7
OFF:-10.20m L
OFF:-7.05m L
ELEV:84.6
ELEV:84.6
OFF:3.10m R
OFF:4.26m R
ELEV:84.4
OFF:-9.16m L
ELEV:84.4
OFF:-10.00m L
89 89
ELEV:84.0
OFF:7.68m R
ELEV:84.0
OFF:10.00m R
ELEV:83.8
OFF:8.14m R
ELEV:83.8
OFF:9.79m R
88 88
ELEVATION
ELEVATION
87 87
ELEV: 84.891
ELEV: 84.846
ELEV: 84.840
OFF: -3.86
ELEV: 84.758
OFF: -3.86
ELEV: 84.740
86 86
OFF: 3.86
ELEV: 84.695
ELEV: 84.689
OFF: -3.35
OFF: 3.86
ELEV: 84.608
OFF: -3.35
OFF: 3.35
OFF: 3.35
ITEM No. Area ITEM No. Area ITEM No. Area ITEM No. Area
84 84
102 0.72 102 0.76 102 0.83 102 0.84
84.71
84.71
84.71
84.72
84.42
84.72
84.32
84.02
84.02
84.70
84.70
84.70
84.70
84.73
84.75
84.75
84.75
84.75
84.77
84.73
84.68
84.64
84.47
84.30
84.13
83.97
83.78
84.43
84.44
84.45
84.53
84.63
84.73
84.77
84.75
84.67
84.64
84.50
84.14
84.00
E.G. E.G.
91
90
OFF:0.00m
ELEV:84.4
ELEV:84.4
OFF:3.61m R
ELEV:84.2
OFF:-3.84m L
ELEV:84.1
ELEV:84.1
89
OFF:7.21m R
OFF:10.00m R
ELEV:83.7
OFF:-10.00m L
ELEV:83.7
OFF:-7.54m L
88
ELEVATION
87
86
ELEV: 84.518
ELEV: 84.491
OFF: -3.86
OFF: 3.86
ELEV: 84.367
ELEV: 84.340
OFF: -3.35
OFF: 3.35
85 STATION 1+220.00 STATION 1+220.00
-1.50% -1.50%
84.41
84.41
84.14
84.32
83.94
83.94
84.10
84.14
83.69
83.69
83.68
83.86
84.25
84.36
84.37
84.37
84.36
84.23
84.15
84.15
CL
E.G.
91
90
OFF:0.00m
ELEV:84.3
ELEV:84.3
OFF:10.12m R
89
91
ELEV:83.6
OFF:-9.88m L
88
90
ELEVATION
OFF:0.00m
ELEV:84.5
ELEV:84.4 87
OFF:3.71m R
ELEV:84.2
OFF:-4.61m L
89
ELEV:84.1
ELEV:84.1
OFF:8.03m R
OFF:10.00m R
ELEV:83.7
OFF:-10.00m L
ELEV:83.7
OFF:-7.75m L
86
ELEV: 84.490
88
ELEV: 84.415
OFF: 3.86
ELEV: 84.339
OFF: -3.86
ELEV: 84.264
OFF: 3.35
OFF: -3.35
85
ELEVATION
OFF: 3.86
ELEV: 84.425
ELEV: 84.394
OFF: -3.35
OFF: 3.35
83.64
83.64
83.68
83.74
84.12
84.29
84.27
84.28
84.27
84.27
84.30
84.34
84.37
84.14
83.86
83.85
83.99
84.19
84.26
84.26
82 200 0.17 200 0.17 E.G.
1+200.00
81
-15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
83.71
83.71
84.01
83.72
83.76
83.80
84.17
84.28
84.37
84.42
84.48
84.49
84.48
84.43
84.42
84.28
84.00
84.07
84.07
84.07
84.07
E.G.
CL CL
91 91
90 90
OFF:0.00m
ELEV:84.5
ELEV:84.5
OFF:3.85m R
ELEV:84.4
OFF:3.29m R
OFF:0.00m
ELEV:84.3
ELEV:84.3
OFF:-4.43m L
ELEV:84.3
OFF:-3.08m L
ELEV:84.2
ELEV:84.2
OFF:8.03m R
OFF:10.00m R
89 89
ELEV:84.0
ELEV:84.0
OFF:10.00m R
OFF:7.78m R
ELEV:83.8
ELEV:83.8L
OFF:-10.00m L
ELEV:83.7
OFF:-6.14m L
ELEV:83.7
OFF:-10.00m L
ELEV:83.7L
OFF:-9.57m
OFF:-9.64m
88 88
ELEVATION
ELEVATION
87 87
86 86
ELEV: 84.628
ELEV: 84.595
OFF: -3.86
OFF: 3.86
ELEV: 84.478
ELEV: 84.455
ELEV: 84.444
ELEV: 84.438
OFF: -3.35
OFF: 3.35
OFF: -3.86
OFF: 3.86
ELEV: 84.305
ELEV: 84.287
OFF: -3.35
OFF: 3.35
85 STATION 1+180.00 STATION 1+180.00
85 STATION 1+240.00 STATION 1+240.00
-1.50% -1.50%
-1.50% -1.50%
ITEM No. Area ITEM No. Area ITEM No. Area ITEM No. Area
84 84
102 0.61 102 0.55 102 0.84 102 0.64
84.11
84.31
84.41
84.31
83.82
84.12
84.32
84.32
84.02
84.22
84.22
83.84
83.87
83.89
83.94
84.47
84.48
84.49
84.49
84.49
84.49
84.45
84.25
84.06
83.97
84.00
84.00
84.00
83.66
83.66
83.65
83.69
84.28
84.27
84.30
84.30
84.36
84.17
83.88
83.87
84.23
E.G. E.G.
E.G.
E.G.
E.G.
ELEVATION ELEVATION ELEVATION
85
85
85
83
84
86
87
88
89
90
83
84
86
87
88
89
90
83
84
86
87
88
89
90
82
82
82
81
91
81
91
81
91
-15
-15
-15
-14
-14
-14
-13
-13
-13
-12
-12
-12
-11
-11
-11
OFF:-9.88m L OFF:-9.76m L OFF:-9.77m L
-10
-10
-10
ELEV:83.6 ELEV:83.7 ELEV:83.8
-9
-9
-9
83.64 83.65 83.79
-8
-8
-8
83.64 83.63 OFF:-7.78m L 83.77
Dumalag, Capiz
OFF:-7.64m L
ELEV:83.6 OFF:-7.35m L
ELEV:83.6
ELEV:83.8
-7
-7
-7
83.68 83.66 83.77
D P W H
Republic of the Philippines
-6
-6
-6
83.74 83.71 83.83
OFF: -5.34
-1 ELEV: 83.897
OFF: -5.16 OFF: -5.16 00
-9
8.2
7%
-5
-5
-5
.40%
84.12 84.23 84.27 84.30 83.93 84.24
OFF:-4.52m L OFF:-4.56m L
ELEV:84.3 ELEV:84.3
-4
-4
-4
84.29 84.36 OFF: -3.86 84.28 84.37 OFF: -3.86 84.03 84.38 OFF: -3.86 OFF:-3.73m L
ELEV: 84.364 ELEV: 84.370 ELEV: 84.380
-3
-3
-3
-1.50%
-1.50%
-1.50%
-1
-1
-1
0
0
0
CL
CL
CL
1
1
1
1+248.57
1+260.00
1+280.00
PROJECT TITLE/LOCATION:
-1.50%
-1.50%
-1.50%
2
2
2
3
3
3
ELEV:84.4 ELEV:84.2
OFF: 3.99 OFF: 3.99 OFF: 3.99
4
4
4
84.14 84.41 ELEV: 84.411 84.19 84.42 ELEV: 84.417 84.14 84.43 ELEV: 84.427
5
5
5
DUMALAG-PINAMALATICAN-MAMBUSAO, CAPIZ
6
6
6
7
7
7
8
8
8
9
9
9
OFF:10.12m R
10
10
10
11
11
11
12
12
12
SHEET CONTENTS:
13
13
13
104
104
104
102
102
102
200
200
200
311
311
311
CURB
CURB
CURB
CANAL
CANAL
CANAL
ITEM No.
ITEM No.
ITEM No.
CANAL COVER
CANAL COVER
CANAL COVER
14
14
14
STATION 1+248.57
STATION 1+260.00
STATION 1+280.00
1.34
1.34
1.34
0.16
0.56
0.16
0.56
0.16
0.56
0.30
0.30
0.30
0.10
0.30
0.24
3.50
4.46
4.30
2.01
2.01
2.01
Area
Area
Area
15
15
15
CROSS SECTION
STA.1+248.57 - STA.1+340.00
F.G.
F.G.
F.G.
E.G.
E.G.
E.G.
83
84
86
87
88
89
90
83
84
86
87
88
89
90
83
84
86
87
88
89
90
82
82
82
81
91
81
91
81
91
SURVEYED BY :
-15
-15
-15
-14
-14
-14
-13
-13
-13
Engineer II
Instrument man
Engineering Aide
Original Signed
Original Signed
Original Signed
NOEL A. DADIVAS
VILLIE V. BACAS
JEREX B. DIAWARA
-12
-12
-12
-11
-11
-11
OFF:-10.00m L
83.95 OFF:-9.80m L
-10
-10
-10
OFF:-9.65m L
ELEV:83.9 OFF:-9.48m L
ELEV:83.9 OFF:-9.25m L ELEV:83.8
ELEV:83.8
-9
-9
-9
ELEV:83.9 OFF:-6.23m L
-6
-6
-6
ELEV: 84.250
Original Signed
.00 .00
%
.96
%
-5
-5
-5
%
84.16 84.39 OFF: -3.86 84.12 84.40 OFF: -3.86 84.25 84.41 OFF: -3.86
ELEV: 84.391 OFF:-3.59m L ELEV: 84.401 ELEV: 84.412
DATE:
-1
-1
-1
CL
CL
CL
1+300.00
1+320.00
1+340.00
2
2
2
OFF:3.03m R
3
3
3
ELEV:84.3
OIC - CHIEF PLANNING AND DESIGN SECTION
84.18 84.44 ELEV: 84.438 84.23 84.45 ELEV: 84.449 84.29 84.46 ELEV: 84.459
OFF:4.49m R
ELEV:84.2
5
5
5
-59
-80
-88
ELEV:84.2
OFF:10.00m R
Original Signed
10
10
10
OFF:10.97m R
OIC - ASSISTANT DISTRICT ENGINEER
11
11
11
ELEV:84.2
12
12
12
13
13
13
104
104
104
102
102
102
200
200
200
311
311
311
CURB
CURB
CURB
CANAL
CANAL
CANAL
DATE:
ITEM No.
ITEM No.
ITEM No.
CANAL COVER
CANAL COVER
CANAL COVER
14
14
14
STATION 1+300.00
STATION 1+320.00
STATION 1+340.00
APPROVED:
1.34
1.34
1.34
0.16
0.56
0.30
3.48
0.16
0.56
0.30
0.16
0.56
0.30
0.06
0.12
2.76
4.19
2.01
0.11
2.01
2.01
Area
Area
Area
15
15
15
Original Signed
DISTRICT ENGINEER
DENE B. BALDONADO, JR.
1
SET NO.
12
22
SHEET NO.
F.G.
F.G.
F.G.
E.G.
E.G.
E.G.
ELEVATION ELEVATION ELEVATION
85
85
85
83
84
86
87
88
89
90
83
84
86
87
88
89
90
83
84
86
87
88
89
90
82
82
82
81
91
81
91
81
91
-15
-15
-15
-14
-14
-14
-13
-13
-13
-12
-12
-12
-11
-11
-11
-10
-10
-10
OFF:-9.06m L
-9
-9
-9
83.16 OFF:-8.67m
ELEV:83.2L
ELEV:83.2 OFF:-8.24m L
-8
-8
-8
83.21 83.17 ELEV:83.2
Dumalag, Capiz
OFF:-7.51m L
OFF:-7.11m
ELEV:83.5L
-7
-7
-7
83.50 83.26 83.23
D P W H
ELEV:83.5
OFF:-6.20m L
-6
-6
-6
83.55 83.31 ELEV: 83.316 83.37
OFF: -5.72 ELEV: 83.389 ELEV:83.3
ELEV: 83.566 -1
00 -1
-1 .00 00
00 . 00
.00 % %
%
OFF:-3.92m L
-4
-4
-4
84.07 84.42 OFF: -3.86 83.89 84.43 OFF: -3.86 83.83 84.44 OFF: -3.86
ELEV: 84.423 ELEV: 84.433 ELEV: 84.444
OFF: -3.35
ELEV:84.1 OFF: -3.35 OFF: -3.35
ELEV: 84.272 ELEV: 84.282 OFF:-3.10m L ELEV: 84.293
OFF:-3.18m L
-3
-3
-3
-2
-2
-2
-1.50%
-1.50%
-1.50%
-1
-1
-1
0
0
0
CL
CL
CL
1
1
1
1+360.00
1+380.00
1+400.00
PROJECT TITLE/LOCATION:
-1.50%
-1.50%
-1.50%
2
2
2
3
3
OFF:3.15m R
3
4
4
4
84.26 84.47 ELEV: 84.470 84.22 84.48 ELEV: 84.480 84.29 84.49 ELEV: 84.491
ELEV:84.3
5
5
5
-93
84.18 84.46 84.19 84.47 00 84.28 84.49
.63
.89
%
OFF: 5.29 OFF: 5.29
.00
OFF: 5.30
%
%
ELEV: 84.189 ELEV: 84.177 ELEV: 84.275
7
7
7
8
8
8
9
9
9
OFF:10.00m R
10
10
10
11
11
11
ELEV:84.1 ELEV:84.1
12
12
12
SHEET CONTENTS:
13
13
13
104
104
104
102
102
102
200
200
200
311
311
311
CURB
CURB
CURB
CANAL
CANAL
CANAL
ITEM No.
ITEM No.
ITEM No.
CANAL COVER
CANAL COVER
CANAL COVER
14
14
14
STATION 1+360.00
STATION 1+380.00
STATION 1+400.00
1.34
1.34
1.34
0.16
0.56
0.57
3.46
0.16
0.56
0.23
0.16
0.56
0.47
0.30
0.30
3.10
0.30
3.12
2.01
2.01
2.01
Area
Area
Area
15
15
15
CROSS SECTION
STA.1+360.00 - STA1+460.00
F.G.
F.G.
F.G.
E.G.
E.G.
E.G.
83
84
86
87
88
89
90
83
84
86
87
88
89
90
83
84
86
87
88
89
90
82
82
82
81
91
81
91
81
91
SURVEYED BY :
-15
-15
-15
-14
-14
-14
-13
-13
-13
Engineer II
Instrument man
Engineering Aide
Original Signed
Original Signed
Original Signed
NOEL A. DADIVAS
VILLIE V. BACAS
JEREX B. DIAWARA
-12
-12
-12
-11
-11
-11
-10
-10
-10
-9
-9
-9
OFF:-8.28m L
OFF:-7.86m L
-8
-8
-8
83.22 ELEV:83.2
OFF:-7.28m
ELEV:83.4L OFF:-7.34m L
-7
-7
-7
ELEV:83.4
-6
-6
-6
84.09 84.45 OFF: -3.86 84.14 84.47 OFF: -3.86 84.19 84.48 OFF: -3.86
ELEV: 84.454 ELEV: 84.465 ELEV: 84.476 OFF:-3.56m L
OFF:-3.50m L OFF:-3.42m L
OFF: -3.35 OFF: -3.35 OFF: -3.35
ELEV: 84.304 ELEV: 84.314 ELEV: 84.325
NIEL IVAN JOHN D. CAMPOSANO
DATE:
-1
-1
-1
CL
CL
CL
1+420.00
1+440.00
1+460.00
2
2
2
OFF:3.12m R
3
3
3
ELEV:84.2
OIC - CHIEF PLANNING AND DESIGN SECTION
-1
-1
00
-1
.00
00
OFF: 5.32
%
.00
%
.00
%
ELEV: 84.174 OFF: 5.45
OFF: 5.51
ELEV: 84.069
ELEV: 83.997
DATE:
6
6
6
84.07 84.16
ELEV:84.1 ELEV:84.2 ELEV:84.4
YOLANDA B. PUGNA
OIC - ASSISTANT DISTRICT ENGINEER
11
11
11
12
12
12
13
13
13
104
104
104
102
102
102
200
200
200
311
311
311
CURB
CURB
CURB
CANAL
CANAL
CANAL
DATE:
ITEM No.
ITEM No.
ITEM No.
CANAL COVER
CANAL COVER
CANAL COVER
14
14
14
STATION 1+420.00
STATION 1+440.00
STATION 1+460.00
APPROVED:
1.34
1.34
1.34
0.16
0.56
0.30
3.14
0.16
0.56
0.30
0.16
0.56
0.30
0.42
0.32
2.74
0.12
2.01
2.01
2.01
2.21
Area
Area
Area
15
15
15
Original Signed
DISTRICT ENGINEER
DENE B. BALDONADO, JR.
1
SET NO.
13
22
SHEET NO.
F.G.
F.G.
F.G.
E.G.
E.G.
E.G.
ELEVATION ELEVATION ELEVATION
85
85
85
83
84
86
87
88
89
90
83
84
86
87
88
89
90
83
84
86
87
88
89
90
82
82
82
92
81
91
81
91
91
-15
-15
-15
-14
-14
-14
-13
-13
-13
-12
-12
-12
-11
-11
-11
-10
-10
-10
-9
-9
-9
-8
-8
-8
Dumalag, Capiz
-7
-7
-7
OFF:-6.73m L
D P W H
ELEV:83.7
-6
-6
-6
83.81 OFF:-5.72m L
OFF: -5.49
OFF: -5.38
ELEV:83.9
-1 ELEV: 83.861 OFF: -5.29 ELEV:84.1
0 -1 ELEV: 83.974
-1
0%
-5
-5
-5
OFF:-3.90m L OFF:-4.01m L
-4
-4
-4
84.20 84.49 OFF: -3.86 84.04 84.50 OFF: -3.86 84.08 84.51 OFF: -3.86
ELEV: 84.486 ELEV: 84.497 ELEV: 84.507
-3
-3
-3
-1.50%
-1.50%
-1.50%
-1
-1
-1
0
0
0
CL
CL
CL
1
1
1
1+480.00
1+500.00
1+520.00
PROJECT TITLE/LOCATION:
-1.50%
-1.50%
-1.50%
2
2
2
3
3
3
ELEV:84.3 ELEV:84.1
OFF: 3.99 OFF: 3.99 OFF: 3.99
4
4
4
84.37 84.53 ELEV: 84.533 OFF:4.30m R 84.30 84.54 ELEV: 84.544 84.10 84.55 ELEV: 84.555
ELEV:84.4
5
5
5
.47%
. 00
OFF: 5.37
%
ELEV: 84.394 ELEV: 84.359
DUMALAG-PINAMALATICAN-MAMBUSAO, CAPIZ
6
6
6
7
7
7
8
8
8
9
9
9
10
10
10
ELEV:84.6 ELEV:84.6
ELEV:84.6 84.43 ELEV:84.4
ELEV:84.4
11
11
11
12
12
12
SHEET CONTENTS:
13
13
13
104
104
104
102
102
102
200
200
200
311
311
311
CURB
CURB
CURB
CANAL
CANAL
CANAL
ITEM No.
ITEM No.
ITEM No.
CANAL COVER
CANAL COVER
CANAL COVER
14
14
14
STATION 1+480.00
STATION 1+500.00
STATION 1+520.00
1.34
1.34
1.87
1.34
0.16
0.56
0.16
0.56
0.16
0.56
0.30
0.32
2.03
0.30
0.22
0.30
0.30
1.11
2.01
2.01
2.01
Area
Area
Area
15
15
15
CROSS SECTION
STA.1+480.00 - STA.1+580.00
F.G.
F.G.
F.G.
E.G.
E.G.
E.G.
83
84
86
87
88
89
90
83
84
86
87
88
89
90
83
84
86
87
88
89
90
82
82
82
81
91
81
91
81
91
SURVEYED BY :
-15
-15
-15
-14
-14
-14
-13
-13
-13
Engineer II
Instrument man
Engineering Aide
Original Signed
Original Signed
Original Signed
NOEL A. DADIVAS
VILLIE V. BACAS
JEREX B. DIAWARA
-12
-12
-12
-11
-11
-11
-10
-10
-10
-9
-9
-9
-8
-8
-8
OFF:-7.58m L
OFF:-7.13m L OFF:-7.29m L
ELEV:83.3
-7
-7
-7
OFF:-6.29m L
OFF:-6.04m L
-6
-6
-6
OFF: -5.26
ENGINEER II
00
-1 -1
00 ELEV: 84.033
.00
00 ELEV: 84.117
%
.0 .00
%
Original Signed
0%
-5
-5
-5
84.08 84.52 OFF: -3.86 84.05 84.53 OFF: -3.86 83.94 84.54 OFF: -3.86
ELEV: 84.518 ELEV: 84.529 ELEV: 84.539 ELEV:83.9
OFF: -3.35 OFF: -3.35
OFF:-3.31m L OFF: -3.35
ELEV: 84.367 ELEV: 84.378 ELEV: 84.388
NIEL IVAN JOHN D. CAMPOSANO
-3
-3
-3
DATE:
-1
-1
-1
CL
CL
CL
1+540.00
1+560.00
1+580.00
2
2
2
OFF:3.08m R
3
3
3
84.03 84.57 ELEV: 84.565 83.82 84.58 ELEV: 84.576 ELEV:83.9 83.90 84.59 ELEV: 84.586
5
5
5
84.07 84.56 -1
00 OFF:5.35m R 83.84 84.57 83.75 84.58
-1
-1
00
.00 00
%
OFF: 5.46
.00
.00
%
%
OFF:6.13m R
6
6
6
OFF:9.60m R ELEV:84.0
OFF:10.00m R OFF:10.00m R OFF:10.00m R
Original Signed
ELEV:84.3
10
10
10
12
12
12
13
13
13
104
104
104
102
102
102
200
200
200
311
311
311
CURB
CURB
CURB
CANAL
CANAL
CANAL
DATE:
ITEM No.
ITEM No.
ITEM No.
CANAL COVER
CANAL COVER
CANAL COVER
14
14
14
STATION 1+540.00
STATION 1+560.00
STATION 1+580.00
APPROVED:
1.34
1.34
1.34
1.38
0.16
0.56
0.30
0.50
0.16
0.56
0.30
0.86
0.74
0.16
0.56
0.30
0.92
2.01
2.01
2.01
0.41
Area
Area
Area
15
15
15
Original Signed
DISTRICT ENGINEER
DENE B. BALDONADO, JR.
1
SET NO.
14
22
SHEET NO.
CL
91
STATION 1+611.66
102 0.46
89 104 1.68
OFF:0.00m
ELEV:84.0
ELEV:83.9
OFF:3.25m R
ELEV:83.8
OFF:-3.75m L
ELEV:83.8
ELEV:83.8
OFF:10.04m R
OFF:6.27m R
ELEV:83.4
OFF:-8.24m L
311 2.01
ELEV:83.2
OFF:-9.52m L
88
200 1.34
ELEVATION
87 CURB 0.30
CANAL 0.56
86
ELEV: 84.603
ELEV: 84.556
ELEV: 84.405
ELEV: 84.405
OFF: -3.35
OFF: 3.35
ELEV: 83.870
ELEV: 83.783
OFF: -5.55
85
OFF: 5.81
-1.50% -1.50%
%
-1
.00
00
00
.00
-1
84
%
83
82
1+611.66
81
-15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
84.41
84.41
84.42
84.56
84.43
84.44
84.46
84.44
84.43
84.60
84.59
F.G.
84.01
84.01
83.81
83.32
83.84
84.04
83.82
83.82
83.49
83.67
83.88
83.86
84.06
83.99
83.97
83.93
83.87
83.78
83.95
83.87
E.G.
CL
91
STATION 1+600.00
102 0.55
89
ELEV:84.1
OFF:6.34m R
104
OFF:0.00m
1.11
ELEV:84.0
ELEV:84.0
OFF:3.23m R
ELEV:83.9
OFF:-3.95m L
ELEV:83.9
ELEV:83.9
R
OFF:9.86m R
OFF:10.04m
311 2.01
ELEV:83.3
ELEV:83.2L
OFF:-8.18m L
88
OFF:-7.62m
200 1.34
ELEVATION
87 CURB 0.30
CANAL 0.56
86
ELEV: 84.597
ELEV: 84.550
ELEV: 84.399
ELEV: 84.399
OFF: -3.35
OFF: 3.35
ELEV: 83.990
ELEV: 83.896
OFF: 5.60
OFF: -5.52
85
-1.50% -1.50% -1
00
.00
%
.00
%
00
-1
84
83
82
1+600.00
81
-15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
84.41
84.40
84.42
84.43
84.43
84.42
84.40
84.60
84.59
84.55
84.45
F.G.
83.41
83.91
83.91
84.01
83.91
84.02
84.02
83.23
83.89
83.98
84.03
84.03
83.98
83.95
83.93
84.03
84.05
83.98
83.89
E.G.
E.G.
E.G.
E.G.
ELEVATION ELEVATION ELEVATION
85
85
85
83
84
86
87
83
84
86
87
88
89
90
83
84
86
87
88
89
90
82
82
82
81
81
91
81
91
-15
-15
-15
104
102
104
102
104
102
200
200
200
311
311
311
-14
-14
-14
ITEM No.
ITEM No.
ITEM No.
-13
-13
-13
STATION 1+611.66
STATION 1+620.00
STATION 1+640.00
1.54
1.54
1.54
0.49
0.14
0.87
0.02
3.29
0.00
2.82
2.82
2.82
Area
Area
Area
-12
-12
-12
-11
-11
-11
OFF:-10.00m L OFF:-10.00m L
83.34 83.76
-10
-10
-10
OFF:-9.52m L ELEV:83.3 ELEV:83.8
ELEV:83.2
-9
-9
-9
83.32 83.52 83.67 OFF:-8.77m L
OFF:-8.24m L ELEV:83.6
-8
-8
-8
83.49 ELEV:83.4 83.69 83.57
Dumalag, Capiz
-7
-7
-7
83.67 83.85 OFF:-6.79m L 83.48
D P W H
ELEV:83.8
-6
-6
-6
83.88 83.83 83.39 -1
00
ELEV: 83.397
OFF: -5.59 OFF: -5.59 .00%
ELEV: 83.871 ELEV: 83.870
-19.80%
-15.28%
83.86 84.42 OFF: -4.85 83.86 84.22 OFF: -4.85 83.59 84.32 OFF: -4.85
ELEV: 84.360 ELEV: 84.373 ELEV: 84.469
OFF:-4.29m L
-3.00%
-3.00%
-3.00%
-4
-4
-4
-3
-3
-3
-1.50%
-1.50%
-1.50%
-1
-1
-1
0
0
0
CL
CL
CL
1
1
1
1+611.66
1+620.00
1+640.00
PROJECT TITLE/LOCATION:
-1.50%
-1.50%
-1.50%
2
2
2
OFF:3.08m R
3
3
3
4
4
4
-3.00%
-3.00%
-3.00%
5
5
5
-53
-1
.91
OFF: 5.59 OFF: 5.59
.00
OFF: 5.59
2%
%
ELEV: 83.790 ELEV: 83.768 ELEV: 83.725
ELEV:83.7
DUMALAG-PINAMALATICAN-MAMBUSAO, CAPIZ
6
6
6
7
7
7
8
8
8
9
9
9
10
10
10
11
11
11
12
12
12
SHEET CONTENTS:
13
13
13
14
14
14
15
15
15
CROSS SECTION
STA.1+611.66 - STA.1+700.00
F.G.
F.G.
F.G.
E.G.
E.G.
E.G.
83
84
86
87
88
89
90
83
84
86
87
88
89
90
83
84
86
87
88
89
90
82
82
82
81
91
81
91
81
91
SURVEYED BY :
-15
-15
-15
104
102
200
103
103
311
505
505
104
102
104
102
200
200
311
311
-14
-14
-14
ITEM No.
ITEM No.
ITEM No.
-13
-13
-13
Engineer II
STATION 1+660.00
STATION 1+680.00
STATION 1+700.00
1.54
0.00
2.82
Instrument man
1.54
1.54
Area
9.05
6.27
0.00
0.00
2.82
2.82
Engineering Aide
Original Signed
Original Signed
Area
Area
11.20
0.489
Original Signed
2.046
0.500
2.211
NOEL A. DADIVAS
VILLIE V. BACAS
JEREX B. DIAWARA
-12
-12
-12
OFF:-10.99m L
OFF:-10.70m L
-11
-11
-11
-9
-9
-9
ELEV: 83.346
OFF: -5.99 -1 -1
00 00
-6
-6
-6
OFF:-5.51m L
.00
%
ENGINEER II
ELEV:83.5
Original Signed
-5
-5
-5
83.56 84.51 OFF: -4.85 83.49 84.78 OFF: -4.85 83.67 85.07 OFF: -4.85
ELEV: 84.658 ELEV: 84.932 ELEV: 85.221
-3.00%
-3.00%
-3.00%
-4
-4
-4
ELEV:83.7 OFF:-3.02m L
-3
-3
-3
DATE:
-1
-1
-1
CL
CL
CL
1+660.00
1+680.00
1+700.00
2
2
2
ELEV:84.0
OIC - CHIEF PLANNING AND DESIGN SECTION
4
4
4
ELEV:83.7 -1
%
00
OFF: 5.76
-1
00
.00
%
ELEV: 83.750
.00
%
DATE:
6
6
6
ELEV:83.8 ELEV:83.8
OFF:9.81m R
Original Signed
10
10
10
ELEV:83.7
YOLANDA B. PUGNA
OIC - ASSISTANT DISTRICT ENGINEER
11
11
11
12
12
12
13
13
13
DATE:
14
14
14
APPROVED:
15
15
15
Original Signed
DISTRICT ENGINEER
DENE B. BALDONADO, JR.
1
SET NO.
16
22
SHEET NO.
F.G.
F.G.
F.G.
E.G.
E.G.
E.G.
ELEVATION ELEVATION ELEVATION
85
85
85
83
84
86
87
88
89
90
83
84
86
87
88
89
90
83
84
86
87
88
89
90
82
82
82
81
91
81
91
81
91
-15
-15
-15
104
102
200
103
103
103
311
505
505
505
104
102
104
102
200
200
311
311
-14
-14
-14
ITEM No.
ITEM No.
ITEM No.
-13
-13
-13
STATION 1+720.00
STATION 1+740.00
STATION 1+760.00
1.54
0.00
2.82
1.54
1.54
1.04
Area
7.78
0.00
2.82
2.82
2.61
Area
Area
11.75
0.579
2.358
0.503
2.487
0.576
2.458
-12
-12
-12
-11
-11
-11
OFF:-10.00m L OFF:-10.00m L OFF:-10.00m L
83.68 83.52 83.08
-10
-10
-10
ELEV:83.7 ELEV:83.5 ELEV:83.1
-9
-9
-9
83.68 83.68 83.43
-8
-8
-8
83.68 83.83 83.77
Dumalag, Capiz
OFF:-7.26m L
OFF:-7.02m L
-7
-7
-7
83.68 83.98 84.12
D P W H
ELEV:84.0
OFF: -6.62 ELEV:83.7
ELEV: 83.708 OFF: -6.42
ELEV: 84.069
-6
-6
-6
83.75 84.32 0% 84.13 84.49 .00 84.47 84.57 -1
% 00
. 00
%
OFF:-5.06m L
83.96 85.32 OFF: -4.85 84.31 85.49 OFF: -4.85 84.81 85.57 OFF: -4.85
ELEV: 85.474 ELEV: 85.640 ELEV: 85.718
ELEV:84.3
-3.00%
-3.00%
-3.00%
-4
-4
-4
-3
-3
-3
-2
-2
-2
-1.50%
-1.50%
-1.50%
-1
-1
-1
0
0
0
CL
CL
CL
1
1
1
1+720.00
1+740.00
1+760.00
PROJECT TITLE/LOCATION:
-1.50%
-1.50%
-1.50%
2
2
2
OFF:3.07m R
3
3
3
4
4
4
-3.00%
-3.00%
-3.00%
5
5
5
6
6
6
.00
% 00
-1
.00
%
.00
%
OFF: 6.59
ELEV: 83.731 ELEV:83.3
OFF: 6.91
ELEV: 83.579
7
7
7
8
8
8
9
9
9
10
10
10
11
11
11
12
12
12
SHEET CONTENTS:
13
13
13
14
14
14
15
15
15
CROSS SECTION
STA.1+720.00 - STA.1+764.69
F.G.
E.G.
ELEVATION
85
83
84
86
87
88
89
90
82
81
91
SURVEYED BY :
-15
103
505
104
102
200
311
-14
ITEM No.
-13
Engineer II
STATION 1+764.69
Instrument man
1.65
1.54
2.82
2.28
Engineering Aide
Original Signed
Original Signed
Area
Original Signed
2.458
0.577
NOEL A. DADIVAS
VILLIE V. BACAS
JEREX B. DIAWARA
-12
-11
OFF:-10.00m L
83.22
-10
ELEV:83.2
-9
83.57
OFF:-7.98m L
-8
83.91
ELEV:83.9
-7
84.26
CHECKED & REVIEWED:
OFF: -5.95
-6
-4
85.30 85.75
OFF: -3.35 OFF:-3.20m L
ELEV: 85.770
NIEL IVAN JOHN D. CAMPOSANO
-3
85.57 85.79
-1.50%
DATE:
-1
85.61 85.81
OFF:0.00m
SUBMITTED BY:
0
CL
85.78 85.82
ELEV:85.8
1
1+764.69
85.68 85.81
-1.50%
85.55 85.79
Original Signed
3
OFF: 3.35
ELEV: 85.770
ELEV:85.5
OIC - CHIEF PLANNING AND DESIGN SECTION
4
85.44 85.75
-3.00%
OFF: 4.85
ELEV: 85.725
5
84.71 85.58
DATE:
6
83.70 84.58 00
.00
-1
OFF:6.42m R
%
ELEV:83.3
7
83.39
9
83.46
RECOMMENDING APPROVAL:
OFF:9.94m R
OFF:10.00m
Original Signed
10
ELEV:83.5
YOLANDA B. PUGNA
OIC - ASSISTANT DISTRICT ENGINEER
11
12
13
DATE:
14
APPROVED:
15
Original Signed
DISTRICT ENGINEER
DENE B. BALDONADO, JR.
1
SET NO.
17
22
SHEET NO.
F.G.
F.G.
F.G.
E.G.
E.G.
E.G.
ELEVATION ELEVATION ELEVATION
85
85
85
83
84
86
87
88
89
83
84
86
87
88
89
90
83
84
86
87
88
89
90
82
82
82
81
81
91
81
91
-15
-15
-15
-14
-14
-14
-13
-13
-13
-12
-12
-12
-11
-11
-11
OFF:-10.00m L OFF:-10.00m L OFF:-10.00m L
83.14 83.23 83.71
-10
-10
-10
104
102
200
311
ELEV:83.1 ELEV:83.2 ELEV:83.7
ITEM No.
-9
-9
-9
83.20 83.28 83.73
STATION 1+795.82
1.54
2.82
4.75
4.74
Area
-8
-8
-8
83.25 83.34 83.74
Dumalag, Capiz
OFF: -7.33
ELEV: 83.292 OFF: -7.23
ELEV: 83.382
OFF:-7.04m L
-7
-7
-7
83.31 83.62 83.39 83.61 83.76 OFF: -6.80
D P W H
ELEV: 83.758 ELEV:83.8
-1
-1
00
00
.00
.00
-1
%
00
.00
%
-6
-6
-6
83.37 84.62 83.45 84.61 83.77 84.56
83.42 85.62 OFF: -4.85 83.57 85.61 OFF: -4.85 83.78 85.56 OFF: -4.85
ELEV: 85.769 ELEV: 85.764 ELEV: 85.712
-3.00%
-3.00%
-3.00%
-4
-4
-4
-3
-3
-3
-2
-2
-2
-1.50%
-1.50%
-1.50%
-1
-1
-1
0
0
0
CL
CL
CL
1
1
1
1+800.00
1+820.00
1+795.82
85.90 85.85 85.33 85.84 85.05 85.79
PROJECT TITLE/LOCATION:
-1.50%
-1.50%
-1.50%
2
2
2
OFF:3.04m R
3
3
3
4
4
4
-3.00%
-3.00%
-3.00%
5
5
5
DUMALAG-PINAMALATICAN-MAMBUSAO, CAPIZ
-1
00
00 -1
.00
.00 00
6
6
6
% .00
84.20 84.62 84.16 84.61 83.98 84.56 %
7
7
7
8
8
8
9
9
9
10
10
10
83.09 83.43
ELEV:83.2 ELEV:83.1 ELEV:83.4
11
11
11
12
12
12
SHEET CONTENTS:
13
13
13
103
103
103
505
505
505
104
104
102
102
200
200
311
311
ITEM No.
ITEM No.
14
14
14
STATION 1+800.00
STATION 1+820.00
1.54
1.65
1.54
7.70
9.93
0.00
2.82
2.82
Area
Area
0.586
0.586
0.673
2.582
2.582
2.810
15
15
15
CROSS SECTION
STA.1+795.82 - STA.1+849.28
F.G.
F.G.
F.G.
E.G.
E.G.
E.G.
83
84
86
87
88
89
90
80
83
84
86
87
88
89
90
80
83
84
86
87
88
89
90
82
82
82
81
91
81
81
SURVEYED BY :
-15
-15
-15
-14
-14
-14
-13
-13
-13
Engineer II
Instrument man
Engineering Aide
Original Signed
Original Signed
Original Signed
NOEL A. DADIVAS
VILLIE V. BACAS
JEREX B. DIAWARA
-12
-12
-12
-11
-11
-11
OFF:-10.00m L OFF:-9.89m L
83.67 OFF:-9.82m L
-10
-10
-10
ELEV: 84.125
-1
00
-1
.00
-1 %
00
00
-6
-6
-6
.00
%
84.14 85.54 OFF: -4.85 83.51 85.45 OFF: -4.85 84.05 85.31 OFF: -4.85
ELEV: 85.688 ELEV: 85.600 ELEV: 85.528
-3.00%
-3.00%
-3.00%
-4
-4
-4
ELEV:84.1 OFF:-3.03m L
-3
-3
-3
DATE:
-1
-1
-1
CL
CL
CL
1+825.28
1+840.00
1+849.28
2
2
2
-1
00
83.57 84.54 %
.00 82.97 84.45 OFF:6.35m R 82.95 84.43
-1
-1
00
00
.0
.00
%
0%
ELEV:83.0
OFF: 6.96
7
7
7
ELEV:83.6
8
8
8
OFF:10.00m R OFF:9.98m R
Original Signed
OFF:10.09m R OFF:10.14m
OFF:10.07m R
10
10
10
12
12
12
13
13
13
104
104
102
102
200
200
104
102
103
103
103
200
311
505
311
505
505
311
1712(2)
1712(2)
1712(2)
ITEM No.
ITEM No.
ITEM No.
DATE:
14
14
14
STATION 1+825.28
STATION 1+840.00
STATION 1+849.28
APPROVED:
1.54
1.54
0.00
0.00
2.82
2.82
1.54
2.82
0.00
Area
Area
Area
17.57
15.07
1.536
1.484
1.500
1.254
12.31
2.458
0.416
0.219
0.380
2.582
15
15
15
Original Signed
DISTRICT ENGINEER
DENE B. BALDONADO, JR.
1
SET NO.
18
22
SHEET NO.
F.G.
F.G.
F.G.
E.G.
E.G.
E.G.
ELEVATION ELEVATION ELEVATION
85
85
85
83
84
86
87
88
89
90
83
84
86
87
88
89
90
83
84
86
87
88
89
90
82
82
82
81
91
81
91
81
91
-15
-15
-15
-14
-14
-14
-13
-13
-13
-12
-12
-12
-11
-11
-11
OFF:-10.00m L OFF:-10.00m
OFF:-9.87m LL OFF:-10.00m L
83.83 OFF:-9.78m L 84.15 84.48
-10
-10
-10
ELEV:83.8 ELEV:84.2
ELEV:84.2 ELEV:84.5
ELEV:83.8
-9
-9
-9
83.87 84.20 84.53
-8
-8
-8
83.92 84.25 84.57 OFF:-7.72m L
Dumalag, Capiz
ELEV:84.6
-7
-7
-7
83.96 84.29 84.60
D P W H
OFF: -6.28 OFF:-6.20m L
-1
-6
-6
-6
00
84.01 84.28 ELEV:84.0 84.34 OFF: -5.73
84.61
.00
%
-1 ELEV: 84.348 OFF: -5.59
00
.00
% ELEV: 84.620
10.54%
84.05 85.28 OFF: -4.85 84.38 85.08 OFF: -4.85 84.63 84.88 OFF: -4.85
ELEV: 85.429 ELEV: 85.228 ELEV: 85.032
-3.00%
-3.00%
-3.00%
-4
-4
-4
-3
-3
-3
-2
-2
-2
-1.50%
-1.50%
-1.50%
-1
-1
-1
0
0
0
CL
CL
CL
1
1
1
1+860.00
1+880.00
1+900.00
PROJECT TITLE/LOCATION:
-1.50%
-1.50%
-1.50%
2
2
2
3
3
3
4
4
4
-3.00%
-3.00%
-3.00%
ELEV:83.3
OFF: 4.85 OFF: 4.85 OFF: 4.85
ELEV: 85.429 ELEV: 85.228 ELEV: 85.032
5
5
5
OFF: 5.59
%
-1
ELEV: 84.507
00
.00
DUMALAG-PINAMALATICAN-MAMBUSAO, CAPIZ
%
6
6
6
-1
83.30 84.28 00 83.94 84.08 OFF: 6.14 84.48
ELEV: 83.943
.00
%
OFF:6.47m R
OFF: 6.99
ELEV:83.9
7
7
7
8
8
8
9
9
9
10
10
10
11
11
11
12
12
12
SHEET CONTENTS:
13
13
13
104
102
200
103
103
311
505
505
104
104
102
102
200
200
311
311
1712(2)
ITEM No.
ITEM No.
ITEM No.
14
14
14
STATION 1+860.00
STATION 1+880.00
STATION 1+900.00
1.54
0.00
2.82
1.54
1.54
Area
6.26
0.00
0.29
2.82
2.82
0.11
Area
Area
13.65
1.428
1.037
0.749
0.250
2.028
15
15
15
CROSS SECTION
STA.1+860.00 - STA.1+953.18
F.G.
F.G.
F.G.
E.G.
E.G.
E.G.
83
84
86
87
88
89
90
83
84
86
87
88
89
90
83
84
86
87
88
89
90
82
92
82
92
82
91
91
81
91
SURVEYED BY :
-15
-15
-15
-14
-14
-14
-13
-13
-13
Engineer II
Instrument man
Engineering Aide
Original Signed
Original Signed
Original Signed
NOEL A. DADIVAS
VILLIE V. BACAS
JEREX B. DIAWARA
-12
-12
-12
-11
-11
-11
OFF:-10.00m L
84.69
-10
-10
-10
OFF:-9.66m L
ELEV:84.7 OFF:-9.46m L
ELEV:84.7
ELEV:83.5
-9
-9
-9
85.25 85.15 10
85.19 85.08 10
84.33
OFF: -5.59
0.0 0.0
0% 0%
ELEV: 84.330
-12.57%
ENGINEER II
Original Signed
-5
-5
-5
85.40 84.74 OFF: -4.85 85.01 84.67 OFF: -4.85 84.33 84.66 OFF: -4.85
ELEV: 84.890 ELEV: 84.819 ELEV: 84.811
-3.00%
-3.00%
-3.00%
-4
-4
-4
ELEV:84.7 ELEV:84.3
-3
-3
-3
DATE:
-1
-1
-1
CL
CL
CL
1+920.00
1+940.00
1+953.18
2
2
2
ELEV:85.2 OFF:3.86m R
OIC - CHIEF PLANNING AND DESIGN SECTION
4
4
4
ELEV:84.4
ELEV:84.6
OFF: 4.85 OFF: 4.85 OFF: 4.85
ELEV: 84.890 ELEV: 84.819 ELEV: 84.811
5
5
5
10
0
%
.00
% ELEV: 84.618 ELEV: 84.338
OFF: 5.89
ELEV: 85.043
DATE:
6
6
6
OFF:9.67m R
OFF:10.00m R OFF:10.03m R
Original Signed
ELEV:84.5
10
10
10
OFF:10.99m R
OIC - ASSISTANT DISTRICT ENGINEER
11
11
11
ELEV:84.5
12
12
12
13
13
13
104
104
104
102
102
102
200
200
200
311
311
311
DATE:
ITEM No.
ITEM No.
ITEM No.
14
14
14
STATION 1+920.00
STATION 1+940.00
STATION 1+953.18
APPROVED:
1.54
1.54
1.54
0.00
0.00
2.16
2.82
0.67
0.00
2.82
4.98
2.82
Area
Area
Area
15
15
15
Original Signed
DISTRICT ENGINEER
DENE B. BALDONADO, JR.
1
SET NO.
19
22
SHEET NO.
GENERAL NOTES:
1. STEEL SHEET PILES SHALL BE OF THE TYPE, WEIGHT AND SECTION MODULUS
INDICATED ON THE PLANS OF SPECIAL PROVISIONS AND SHALL CONFORM TO
THE REQUIREMENTS.
3. THE TOP OF PILING SHALL BE DRIVEN OR CUT OFF TO A STRAIGHT LINE @ THE
ELEVATION INDICATED ON THE PLANS.
BOX CANAL
1.30 m
1.00 m 0.02
0.25 0.80 m 0.25 PAVING NOTCH
use 4 - 12 mmØ continous bars
0.10 0.80 m 0.10 0.15 0.32
PCCP PCCP
0.25
0.10
0.20
SCALE 1 : 1 0 m.
0.17
manhole 0.60m x 0.60m
@ every 20.0 m 0.15 0.15 0.15 0.15
0.15
0.15
0.16
0.25
0.25
use 12 mmØ rsb
0.42
0.10
0.20
spaced @ 0.20 m
- 1.0 m.
0.70 m
1.20 m
0.20
0.80 m. varies
0.20
PAVING NOTCH
use 4 - 12 mmØ continous bars
0.20
LE
1.00
AB
0.23
0 :
1.0
0.10
0.30
0.20 0.20 0.20 0.20 0.20 0.20
E
OP
SL 0.25 0.25
0.50
ISOMETRIC
TYPICAL SECTION
0.075
0.075
proposed concrete pavement 0.30 m thick
T/2
T/2
0.30 m
0.30 m
T
T
THERMO PLASTIC PAVEMENT MARKINGS
T/2
T/2
0.03 m
SCALE 1 : 10 m. SCALE 1 : 10 m.
0.60 m
6.70
0.075
T/2
0.30 m
T
T/2
use 16mmØ deformed RSB for LONGITUDINAL JOINT use metal dowel cap gauge no.18 to be placed
(0.60m long )spaced @ 0.60m. on each dowel bars on alternate end
use 36mmØ plain RSB for WEAKENED / CONTRACTION JOINT
(L= 0.60m )with 1 21"Ø GI pipe sleeve (L= 0.30m )spaced @ 0.28m. use 36mmØ plain RSB for WEAKENED / CONTRACTION JOINT
(L= 0.60m )with 1 12"Ø GI pipe sleeve (L= 0.30m )spaced @ 0.28m. THERMO PLASTIC markings 0.10m wide
CONTRACTION JOINT SECTION
0.10 m
SCALE 1 : 10 m.
0.10 m
ISOMETRIC
SCALE 1 : 1 0 0 m.
PAVEMENT LAY OUT PLAN THERMO PLASTIC markings 0.10m wide
0.10m offset from the edge of conc. pavement
NOTES : NOTE :
1. ALL DIMENSIONS ARE IN METER UNLESS OTHERWISE NOTED FOR 85%ile speed < 60 kph
SCALE 1 : 1 0 0 m. A = B = 0.30 m , C= 2.5 - 4.0m
2. SOLID YELLOW BARRIER LINES REFLECTORIZED.
SPOT DETAIL 3. PAVEMENT MARKINGS SHALL BE APPLIED IN ACCORDANCE
FOR 85%ile speed > 60 kph
A = B = 0.60 mm , C> 4.0m
OF PAVEMENT MARKINGS WITH THE ROAD SIGNS AND PAVEMENT MARKINGS MANUAL,
IT SHOUL BE OF THERMOPLASTIC MATERIALS.
SCALE 1 : 6 m.
ce
t distan
m sigh
minimu
RR
minimu OW
m sight
distanc
e
3.00 m 6.00 m
3.35 m
Lane line
6.70 m
length of curve
3.35 m
dir
ect
ion
0.20
0.025
0.23
0.131
0.312
0.131
0.025