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C.Y. 2020 PROJECT
DETAILED ENGINEERING DESIGN PLAN FOR THE
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGION IX
3RD ENGINEERING DISTRICT
SEGABE, PIÑAN, ZAMBOANGA DEL NORTE
127.00 ln.m.
REHABILITATION/ RECONSTRUCTION OF ROADS WITH
SLIPS, SLOPE COLLAPSE, AND LANDSLIDE
RIZAL - DAKAK - DAPITAN COASTAL LOOP RD,
K1827+194 - K1827+321.00
DATE :
EVA A. TRANI
SUBMITTED:
ACTING-CHIEF, PLANNING AND DESIGN SECTION
DATE :
CHRISTOPHER L. EBAL
RECOMMENDED:
ASSISTANT DISTRICT ENGINEER
DATE :
VERONICO O. MICARANDAYO
APPROVED:
DISTRICT ENGINEER
BRGY. PANGANURAN, SIBUTAD, ZAMBOANGA DEL NORTE
K1827+194.00 - K1827+321.00
D
E
P
A
R
T
M
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B
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IC
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H
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A
Y
S
R01421MN
S01038MN
3,253.54 sq.m.
LP
LAYOUT PLAN
ENGINEER II / J.O
JOFE C. CAINCAY
ENGINEER II
REY C. CABILIN
DATE :
LUNA C. CASTAÑARES
DATE :
EVA A. TRANI
DATE :
CHRISTOPHER L. EBAL
DATE :
DISTRICT ENGINEER
VERONICO O. MICARANDAYO
SET NO.: SHEET NO.:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
OFFICE OF THE DISTRICT ENGINEER
REGION IX
3RD ENGINEERING DISTRICT
SEGABE, PIÑAN, ZAMBOANGA DEL NORTE
D
E
P
A
R
T
M
E
NT
O
F
P
U
B
L
IC
W
O
R
K
S
A
N
D
H
I
G
H
W
A
Y
S
REHABILITATION/ RECONSTRUCTION OF ROADS
WITH SLIPS, SLOPE COLLAPSE, AND LANDSLIDE
RIZAL - DAKAK - DAPITAN COASTAL LOOP RD,
K1827+194 - K1827+321.00
ENGINEER II
REY D. TABADA
PROJECT AND LOCATION:
SHEET CONTENTS:
SURVEYED:
PLOTTED:
PREPARED:
REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:
ACTING ASST. CHIEF, PLANNING
AND DESIGN SECTION
ACTING-CHIEF, PLANNING
AND DESIGN SECTION
ASSISTANT DISTRICT ENGINEER
ENGINEER II ENGINEER II
198
PROJECT LENGTH :
BEG. OF PROJECT
BEG. OF PACKAGE A ...................K1827+194.00
..................52.50 ln.m.
END OF PACKAGE A ...................K1827+246.50
BEG. OF PACKAGE B ...................K1827+246.50
..................74.50 ln.m.
END OF PACKAGE B
END OF PROJECT ....................K1827+321.00
PROJECT NET LENGTH ..............127.00 ln.m.
LAY-OUT PLAN
N. D. T. S.
INDEX OF SHEETS
SET NO. SHEET NO.
1 1 LAY-OUT PLAN
2 2 LOCATION MAP AND VICINITY MAP
3 3 SUMMARY OF QUANTITIES
4 4 TYPICAL SECTION
5 5-7
STD. DRAWING ( GEN. SPEC., ACTIVE MESH SYSTEM ACCESSORIES, HR-GRIP, STEEL PLATE, HEAD
ANCHORING, HR LINK & U-BOLT WIRE GRIPS DETAILS, ISOMETRIC VIEW, MACCAFERRI STEEL GRID HR 30
6 8 PLAN AND PROFILE
7 9-18 CROSS SECTION
8 19 PROJECT BILLBOARD DETAILS
1826+
937
1
8
2
7
+
0
0
0
1
8
2
7
+
1
0
0
1
8
2
7
+
2
0
0
1
8
2
7
+
3
0
0
1
8
2
7
+
4
0
0
1827+
456
N
E
W
S
TO
KA
N
IM
TO
SA
WA
NG
BEG. OF PROJECT
BEG. OF PACKAGE A
K1827 + 194.00
END OF PACKAGE A
BEG. OF PACKAGE B
K1827 + 246.50
1
1
END OF PROJECT
END OF PACKAGE B
K1827 + 321.00
LM,VM
LOCATION MAP
VICINITY MAP
EW
S
N
VICINITY MAP
LOCATION MAP
DAPITAN
CITY
RIZAL SHRINE
TAGUILON
RIZAL
PIÑAN
LA LIBERTAD
MUTIA
SERGIO OSMEÑA
SIBUTAD
ALIGUAY ISLAND
SILINOG ISLAND
PIÑAHON ISLAND
SINIPAY ISLAND
OBAY ISLAND
ISIS
LARAYAN
TO DIPOLOG
TO OROQUIETABARCELONA
TO DON VICTORIANO
TO
D
IP
OL
OG
TO MOLAVE
MACLEODES
TO PUNTA
DANSULLAN
POLO
SAN PEDRO
SAN VICENTE
DAKAK
PULAUAN
PORT
CANLUCANI
TAG-ULO
GUIMPUTLAN
BANBANAN
CARANG
BAYLIMANGO
STO. NIÑO
SINONOC
TALISAY
ORO
NAPO
DARO
PANGANURAN
SAWANG
SILLA POINT
KANIM
KAUSWAGAN
LIBAY
MA. CRISTINA
CALUBE
MAGSAYSAY
NASIPANG
SEBACA
BALUBOHAN
MABUNAO
NANGKA
MINLASAG
DAMASING
SIPALOC
DELAPA
MARAPONG
SIBULOC
OYAN
CALILIC
BAGACAY
RIZALINA
SAN ROQUE
NILABO
BIRAYAN
LA ESPERANZA
NANGKAAN
MITIMOS
TOLON
NEW
DAPITAN
POTUNGAN
S. MAPANG
N. MAPANG
LA UNION
DAMPALAN
OPAO
HILLTOP
ILAYA
BURGOS
TAMION
OYAN
SULANGON
ANTIPOLO
OWAON
LIYANG
SICAYAB BUCANA
POB. WEST
POB EAST
NAPILAN
MABUHAY
MAUSWAGON
DIWAAN
MA. URAY
BA-AO
VILLA HERMOSA
SAN MIGUEL
STO. NIÑO
GUINLES
LABRADOR
LETAPAN
SILAWE
SIANIB
ANASTACIO
DAPDAP
BANDERA
PIAN
LAPAYANBAJA
SIKOT
DANGI
NEW SICAYAB
SAN ANTONIO
LINGASAD
BACUYONG
ADANTE
SAN NICOLAS
POB. NORTH
POB. SOUTH
SEGABE
MAGANGON
DEL PILAR
ASENIERO
MASIDLAKON
SINGARAN
NEW CARACAR
SIPAON
STA. CRUZ
STA. CATALINA
NEW BATAAN
LA VICTORIA
NEW ARGAO
SAN JOSE
SAN FRANCISCO
MERCEDES
EL PARAISO
NEW CASUL
TUBAC
NEW SIQUEJOR
G. BERGADO
TOTONGON
DIOLEN
UNIDOS
BUENASUERTE
TINGLAN
ALVENDA
PASORIO
NEW LAND
HEAD TIPAN
DILAND
STO. TUMAS
SAN MIGUEL
UPPER GUMAY
DIONUM
LOWER GUMAY
LAPULAPU
SIGAYAN
SILANO
TINAYTAYAN
VILLARICO
CALICAN
DESIN
BETHLEHEM
LIBANGON
SAN PEDRO
MILAD
STA. FE
UBAY DAAN TIPAN
BAGONG SILANG
MALIGAYA
LINABO
DILAWA
SINAAD
STA. TERESITA
SAN FRANCISCO
MACALIBRE
MAHYAHAY
MABUHAY
MARAPONG
PRINCESA
PRESIA
NUEVA
VISTA
NEW RIZAL
NAZARETH
BAGONG BAYAN
SAN ANTONIO
NEBO
TINAGO
KAUSWAGAN
SAN ISIDERO
PEDAGAN
NEW TANGUB
DAMPALAN
LABIRAY
PRINCESA
LAMAYA
SAN JOSE
DANAO
SAN JUAN
VENUS
LIWANAG
BAJO
ALTO
BIAYON
WILBEN
DE VENTA PERLA
ANTONINO
SIKITAN
LUZVILLA
PENACIO
SITUBO
TUBURAN
BUENAVISTA
SINAI
DON ELINO
TININDUGAN
BAGONG BAGUIO
POLANCO
D
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S A L U GR I V E R
UBAY
VE
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THIS SITE
ENGINEER II / J.O
JOFE C. CAINCAY
ENGINEER II
REY C. CABILIN
DATE :
LUNA C. CASTAÑARES
DATE :
EVA A. TRANI
DATE :
CHRISTOPHER L. EBAL
DATE :
DISTRICT ENGINEER
VERONICO O. MICARANDAYO
SET NO.: SHEET NO.:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
OFFICE OF THE DISTRICT ENGINEER
REGION IX
3RD ENGINEERING DISTRICT
SEGABE, PIÑAN, ZAMBOANGA DEL NORTE
D
E
P
A
R
T
M
E
NT
O
F
P
U
B
L
IC
W
O
R
K
S
A
N
D
H
I
G
H
W
A
Y
S
REHABILITATION/ RECONSTRUCTION OF ROADS
WITH SLIPS, SLOPE COLLAPSE, AND LANDSLIDE
RIZAL - DAKAK - DAPITAN COASTAL LOOP RD,
K1827+194 - K1827+321.00
ENGINEER II
REY D. TABADA
PROJECT AND LOCATION:
SHEET CONTENTS:
SURVEYED:
PLOTTED:
PREPARED:
REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:
ACTING ASST. CHIEF, PLANNING
AND DESIGN SECTION
ACTING-CHIEF, PLANNING
AND DESIGN SECTION
ASSISTANT DISTRICT ENGINEER
ENGINEER II ENGINEER II
198
DAPITAN
CITY
RIZAL SHRINE
TAGUILON
SIBUTAD
PIÑAHON ISLAND
SINIPAY ISLAND
OBAY ISLAND
POLO
SAN PEDRO
SAN VICENTE
DAKAK
CANLUCANI
TAG-ULO
GUIMPUTLAN
BANBANAN
CARANG
BAYLIMANGO
STO. NIÑO
SINONOC
TALISAY
ORO
NAPO
DARO
PANGANURAN
SAWANG
SILLA POINT
KANIMKAUSWAGAN
LIBAY
MA. CRISTINA
CALUBE
MAGSAYSAY
NASIPANG
MINLASAG
SIPALOC
DELAPA
MARAPONG
SIBULOC
OYAN
CALILIC
BAGACAY
HILLTOP
BURGOS
TAMION
OYAN
SULANGON
ANTIPOLO
OWAON
DIWAAN
MA. URAY
D
A
P
I
T
A
BEG. OF PROJECT
BEG. OF PACKAGE A
K1827 + 194.00
2
2
END OF PACKAGE A
BEG. OF PACKAGE B
K1827 + 246.50
END OF PROJECT
END OF PACKAGE B
K1827 + 321.00
SQ
SUMMARY OF QUANTITIES
PACKAGE A
PROJECT AND LOCATION:
SHEET CONTENTS: DRAFTED:
JOFE C. CAINCAY
REVIEWED:
DATE :
LUNA C. CASTAÑARES
SUBMITTED:
DATE :
RECOMMENDED:
DATE :
ASSISTANT DISTRICT ENGINEER
CHRISTOPHER L. EBAL
APPROVED:
DATE :
DISTRICT ENGINEER
VERONICO O. MICARANDAYO
SET NO.: SHEET NO.:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
OFFICE OF THE DISTRICT ENGINEER
REGION IX
3RD ENGINEERING DISTRICT
SEGABE, PIÑAN, ZAMBOANGA DEL NORTE
D
E
P
A
R
T
M
E
NT
O
F
P
U
B
L
IC
W
O
R
K
S
A
N
D
H
I
G
H
W
A
Y
S
REHABILITATION/ RECONSTRUCTION OF ROADS
WITH SLIPS, SLOPE COLLAPSE, AND LANDSLIDE
RIZAL - DAKAK - DAPITAN COASTAL LOOP RD,
K1827+194 - K1827+321
ACTING-ASST. CHIEF, PLANNING
AND DESIGN SECTION
ACTING-CHIEF, PLANNING
AND DESIGN SECTION
ENGINEER II/ J.O
ENGINEER II ENGINEER II
EVA A. TRANI
1983
3
PART A:
A.1.1(8) PROVISION OF FIELD OFFICE FOR THE ENGINEER (RENTAL BASIS)
month
A Temporary Field Office (40 Footer Container Van with ACU, Furnished and Maintained) Shall be Provided for the Engineer
A.1.4(1)
PROVISION OF PROGRESS PHOTOGRAPHS each
SUMMARY OF QUANTITIES
ITEM NO. DESCRIPTION UNITREMARKS
PART G:
100(1)
CLEARING AND GRUBBING Ha
PART B:
B.5 PROJECT BILLBOARD / SIGNBOARD each As per Department Order No. 21, Series of 2017 - Revised Guidelines on the Installation of Project Billboards.
B.7(2)
OCCUPATIONAL SAFETY & HEALTH PROGRAM
Lump Sum
Utilized Construction Foreman as Trained First Aide Personnel.
B.9 MOBILIZATION / DEMOBILIZATIONLump Sum
Intended for the Transporting of Slow Moving Heavy Equipments & Other Necessary Equipments
for the Project Proper Implementation.
PART B:
512(1)e EROSION CONTROL MAT (TYPE 5) sq.m
For Rockfall Protection
513(1)
PERMANENT GROUND ANCHOR ln.m. For Rockfall Protection
522(5)a PASSIVE SYSTEM, SIMPLE DRAPERY sq.m
For Rockfall Protection
QUANTITY
PACKAGE APACKAGE B
1.80
72.00
1,286.99
405.00
1,286.99
1.00
1.00
1.00
0.13
109.00
1,966.55
570.00
1,966.55
1.00
1.00
0.20
-
-
-
TYPICAL SECTION
ENGINEER II / J.O
JOFE C. CAINCAY
ENGINEER II
REY C. CABILIN
DATE :
LUNA C. CASTAÑARES
DATE :
EVA A. TRANI
DATE :
CHRISTOPHER L. EBAL
DATE :
DISTRICT ENGINEER
VERONICO O. MICARANDAYO
SET NO.: SHEET NO.:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
OFFICE OF THE DISTRICT ENGINEER
REGION IX
3RD ENGINEERING DISTRICT
SEGABE, PIÑAN, ZAMBOANGA DEL NORTE
D
E
P
A
R
T
M
E
NT
O
F
P
U
B
L
IC
W
O
R
K
S
A
N
D
H
I
G
H
W
A
Y
S
REHABILITATION/ RECONSTRUCTION OF ROADS
WITH SLIPS, SLOPE COLLAPSE, AND LANDSLIDE
RIZAL - DAKAK - DAPITAN COASTAL LOOP RD,
K1827+194 - K1827+321.00
ENGINEER II
REY D. TABADA
PROJECT AND LOCATION:
SHEET CONTENTS:
SURVEYED:
PLOTTED:
PREPARED:
REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:
ACTING ASST. CHIEF, PLANNING
AND DESIGN SECTION
ACTING-CHIEF, PLANNING
AND DESIGN SECTION
ASSISTANT DISTRICT ENGINEER
ENGINEER II ENGINEER II
198
TS
1827+220
EXISTING
PCCP
C
L
ROCK MASS
EXISTING CARRIAGEWAY
EXISTING GROUND
TYPICAL SECTION
4
4
FUTURE WIDENING
S
L
O
P
E
1
.
0
:
1
.
0
16 MM DIAMETER HORIZONATAL
CREST ROPE @ .TERMINATION
ASSUMED @ EVERY 10 METERS
TO BE VERIFIED ON ACTUAL SITE CONDTION
A.) ITEM 522 D.O. SERIES OF 2019
ITEM 522.3.2 - STEEL WIRE (TYPE1)
2.7MMØ MILD STEEL WIRE (EN10218-28 EN10223-3)
WITH INTEGRATED WIRE OF 8MMØ
WIRE TENSILE STRENGTH = 380-550N/MM
WIRE ROPE TENSILE STRENGTH = 1770N/MM
TENSILE STRENGTH WIRE MESH = ≥ 50KN/M
ITEM 522 TABLE 522.5
GALMAC(ZN/AL = 95% ZINC, 5% AL
GALVANIZATION STANDARD (EN10244-2 CLASS A)
GALVANIZATION WEIGHT - 245G/M
WEIGHT OF COATING - CLASS 3 OR A
B.) ITEM 512 EROSION CONTROL MATS
5M ANCHOR BAR
32MMØ @ 2.M O.C.
5M ANCHOR BAR
32MMØ @ 2.M O.C.
16 MM DIAMETER HORIZONATAL
CREST ROPE @ .TERMINATION
ASSUMED @ EVERY 10 METERS
TO BE VERIFIED ON ACTUAL SITE CONDTION
3.00m
5M ANCHOR BAR
32MMØ @ 2.M O.C.
ENGINEER II / J.O
JOFE C. CAINCAY
ENGINEER II
REY C. CABILIN
DATE :
LUNA C. CASTAÑARES
DATE :
EVA A. TRANI
DATE :
CHRISTOPHER L. EBAL
DATE :
DISTRICT ENGINEER
VERONICO O. MICARANDAYO
SET NO.: SHEET NO.:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
OFFICE OF THE DISTRICT ENGINEER
REGION IX
3RD ENGINEERING DISTRICT
SEGABE, PIÑAN, ZAMBOANGA DEL NORTE
D
E
P
A
R
T
M
E
NT
O
F
P
U
B
L
IC
W
O
R
K
S
A
N
D
H
I
G
H
W
A
Y
S
REHABILITATION/ RECONSTRUCTION OF ROADS
WITH SLIPS, SLOPE COLLAPSE, AND LANDSLIDE
RIZAL - DAKAK - DAPITAN COASTAL LOOP RD,
K1827+194 - K1827+321.00
ENGINEER II
REY D. TABADA
PROJECT AND LOCATION:
SHEET CONTENTS:
SURVEYED:
PLOTTED:
PREPARED:
REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:
ACTING ASST. CHIEF, PLANNING
AND DESIGN SECTION
ACTING-CHIEF, PLANNING
AND DESIGN SECTION
ASSISTANT DISTRICT ENGINEER
ENGINEER II ENGINEER II
198
PLAN AND PROFILE
K1827+000 - K1827+400
S T A T I O N
FINISHED GRADE
ORIGINAL GRADE
HORIZONTAL CURVATURE
VERTICAL CURVATURE
SUPERELEVATION
WIDENING
ROADWAY IMPROVEMENT
(TRAVELLEDWAY / SHOULDERS)
80.00 m.
75.00 m.
70.00 m.
SCALE: WIDTH = 1 : 2000 mts.
LENGTH = 1 : 2000 mts.
E L E
V
A
T
I O
N
PROFILE
SCALE: VERTICAL = 1 : 200 mts.
HORIZONTAL = 1 : 2000 mts.
P L A N
PP
1827+000 1827+100 1827+200 1827+300 1827+400
T
O
P
K
M
P
O
S
T
1
8
2
7
N
:
9
5
8
5
6
6
.
0
2
7
E
:
5
5
4
5
7
1
.
3
6
0
Z
:
7
2
.
2
6
3
H
O
U
S
E
H
O
U
S
E
BM NAILED AT TUG
AS ROO
T
N:958761.836
E:554739.058
Z:98.021
PC
: 1826+
937.233
P
T
:
1
8
2
6
+
9
7
5
.
2
5
5
P
C
:
1
8
2
7
+
0
4
8
.
6
5
7
P
T
:
1
8
2
7
+
1
1
9
.
0
4
7
P
C
:
1
8
2
7
+
1
2
2
.
9
4
2
P
T
:
1
8
2
7
+
1
8
6
.
8
4
8
P
C
:
1
8
2
7
+
2
2
6
.
8
0
3
P
T
:
1
8
2
7
+
2
5
5
.
7
2
0
P
C
:
1
8
2
7
+
2
8
1
.
2
2
7
P
T
: 1
8
2
7
+
3
1
0
.0
8
3
P
T
:
1
8
2
7
+
3
4
6
.
4
9
0
P
C
:
1
8
2
7
+
3
8
5
.
9
3
6
PT
: 1827+
426.974
1826+
937
1
8
2
7
+
0
0
0
1
8
2
7
+
1
0
0
1
8
2
7
+
2
0
0
1
8
2
7
+
3
0
0
1
8
2
7
+
4
0
0
1827+
456
AZ
=211° 3
3' 4
3.9
4"
0.1
03m
A
Z
=
2
4
2
°
0
8
'
5
6
.
7
7
"
3
9
.
9
5
5
m
A
Z
=
2
6
9
°
2
2
'
5
6
.
4
8
"
2
5
.
5
0
7
m
A
Z
=
1
7
9
°
3
1
'
5
9
.
4
6
"
3
9
.
4
4
7
m
AZ
=211° 4
4' 3
3.6
2"
29.2
97m
A
Z
=
1
8
1
°
4
3
'
1
2
.
0
0
"
7
3
.
4
0
2
m
A
Z
=
1
8
7
°
4
5
'
5
7
.
6
2
"
3
.
8
9
5
m
7
2
7
2
7
4
7
4
7
4
7
4
7
4
7
4
7
4
7
4
76
76
7
6
7
6
7
6
76
7
6
7
6
76
76
7
8
78
7
8
7
8
8
0
80
8
0
82
88
9
0
9
0
90
9
0
9
0
9
0
9
29
2
9
2
9
4
94
9
4
9
4
9
6
9
6
9
6
9
6
9
6
9
8
98
1
0
0
1
0
0
1
0
0
100
102
1
0
4
1
0
4
1
0
6
1
0
6
1
0
6
1
0
0
1
0
0
1
0
0
1
0
2
1
0
2
N
E
W
S
P.I. N
o.
01
P
.
I
.
N
o
.
0
2
P
.
I
.
N
o
.
0
3
P
.I. N
o
.
0
4
ELEMENTS OF CURVE
Number
PI-1
PI-2
PI-3
PI-4
PI STATION
1827+157.532
1827+241.540
1827+296.550
1827+329.155
NORTHING
958723.067
958764.777
958765.376
958791.062
EASTING
554578.493
554657.433
554712.997
554735.871
I
54°22'59"
27°14'00"
47°41'44"
42°09'13"
T
34.590
14.737
15.323
19.071
R
67.329
60.838
34.664
49.485
LC
63.906
28.917
28.856
36.407
PC
1827+122.942
1827+226.803
1827+281.227
1827+310.083
PT
1827+186.848
1827+255.720
1827+310.083
1827+346.490
E
8.365
1.759
3.236
3.548
V(kph)
50
50
50
50
W(m)
-
-
-
-
70
.0
04
70
.0
61
70
.0
68
70
.1
38
70
.0
76
70
.2
01
70
.2
11
70
.4
86
71
.0
93
72
.2
68
73
.9
95
76
.7
89
79
.8
86
83
.0
20
86
.0
95
89
.0
65
91
.5
26
93
.2
82
94
.5
35
94
.3
95
93
.2
23
91
.5
00
89
.4
95
87
.3
34
85
.4
34
83
.8
40
SAME ELEVATION
70
.0
04
70
.0
61
70
.0
68
70
.1
38
70
.0
76
70
.2
01
70
.2
11
70
.4
86
71
.0
93
72
.2
68
73
.9
95
76
.7
89
79
.8
86
83
.0
20
86
.0
95
89
.0
65
91
.5
26
93
.2
82
94
.5
35
94
.3
95
93
.2
23
91
.5
00
89
.4
95
87
.3
34
85
.4
34
83
.8
40
TO
KA
N
IMT
O S
AW
AN
G
BEG. OF PROJECT
BEG. OF PACKAGE A
K1827 + 194.00
BEG. OF PROJECT
BEG. OF PACKAGE A
K1827 + 194.00
END OF PACKAGE A
BEG. OF PACKAGE B
K1827 + 246.50
END OF PACKAGE A
BEG. OF PACKAGE B
K1827 + 246.50
6
8
K1827+194.00
BEG. OF ROCKFALL PROTECTION PACKAGE A
K1827+246.50
END OF ROCKFALL PROTECTION PACKAGE A
BEG. OF ROCKFALL PROTECTION PACKAGE B
P.I. No. 01, STA.1827+157.532
1
2
-
-
-
RP-1
-
--
-
958723.067
554578.493
76.111 m
NO AVAILABLE
R.P.No.
REFERENCE POINT
REMARKS
N
E
ELEV.
N
E
ELEV.
REMARKS
N
E
ELEV.
RP-2
AZIMUTH
NO AVAILABLE
-
-
-
DISTANCE
P.I. No. 02, STA.1827+241.540
1
2
-
-
-
RP-1
-
--
-
958764.777
554657.433
89.346 m
NO AVAILABLE
R.P.No.
REFERENCE POINT
REMARKS
N
E
ELEV.
N
E
ELEV.
REMARKS
N
E
ELEV.
RP-2
AZIMUTH
NO AVAILABLE
-
-
-
DISTANCE
P.I. No. 03, STA.1827+296.550
1
2
-
-
-
RP-1
-
--
-
958765.376
554712.997
94.646 m
NO AVAILABLE
R.P.No.
REFERENCE POINT
REMARKS
N
E
ELEV.
N
E
ELEV.
REMARKS
N
E
ELEV.
RP-2
AZIMUTH
NO AVAILABLE
-
-
-
DISTANCE
P.I. No. 04, STA.1827+329.155
1
2
-
-
-
RP-1
-
--
-
958791.062
554735.871
- m
NO AVAILABLE
R.P.No.
REFERENCE POINT
REMARKS
N
E
ELEV.
N
E
ELEV.
REMARKS
N
E
ELEV.
RP-2
AZIMUTH
NO AVAILABLE
-
-
-
DISTANCE
BM NAILED AT TUGAS ROOT
STA. K1827 + 310.00
21.82m RIGHT SIDE FROM CENTERLINE
N:958761.836
E:554739.058
ELEV: 98.021 m.
2
0
.
0
0
m
R
.
R
.
O
.
W
2
0
.
0
0
m
R
.
R
.
O
.
W
END OF PROJECT
END OF PACKAGE B
K1827 + 321.00
K1827+321.00
END OF ROCKFALL PROTECTION PACKAGE B
END OF PROJECT
END OF PACKAGE B
K1827 + 321.00
CROSS SECTION
K1827+246.50
ENGINEER II / J.O
JOFE C. CAINCAY
ENGINEER II
REY C. CABILIN
DATE :
LUNA C. CASTAÑARES
DATE :
EVA A. TRANI
DATE :
CHRISTOPHER L. EBAL
DATE :
DISTRICT ENGINEER
VERONICO O. MICARANDAYO
SET NO.: SHEET NO.:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
OFFICE OF THE DISTRICT ENGINEER
REGION IX
3RD ENGINEERING DISTRICT
SEGABE, PIÑAN, ZAMBOANGA DEL NORTE
D
E
P
A
R
T
M
E
NT
O
F
P
U
B
L
IC
W
O
R
K
S
A
N
D
H
I
G
H
W
A
Y
S
REHABILITATION/ RECONSTRUCTION OF ROADS
WITH SLIPS, SLOPE COLLAPSE, AND LANDSLIDE
RIZAL - DAKAK - DAPITAN COASTAL LOOP RD,
K1827+194 - K1827+321.00
ENGINEER II
REY D. TABADA
PROJECT AND LOCATION:
SHEET CONTENTS:
SURVEYED:
PLOTTED:
PREPARED:
REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:
ACTING ASST. CHIEF, PLANNING
AND DESIGN SECTION
ACTING-CHIEF, PLANNING
AND DESIGN SECTION
ASSISTANT DISTRICT ENGINEER
ENGINEER II ENGINEER II
198
CS
13
1827+246.50
0.0
00
91
.5
26
1.3
41
91
.4
65
3.6
53
91
.2
67
5.9
46
91
.3
58
7.5
51
91
.2
12
0.0
00
91
.5
26
-1
.1
94
91
.5
50
-3
.0
18
91
.6
03
-5
.9
25
91
.6
26
-8
.8
69
94
.8
83
98
.6
00
-1
6.2
82
99
.3
82
-1
9.9
09
10
1.7
58
-2
1.8
81
10
2.8
39
-2
4.7
11
10
4.9
60
SLOPE LENGTH = 25.20m
88.00
89.00
90.00
91.00
92.00
93.00
94.00
95.00
96.00
97.00
98.00
99.00
100.00
101.00
102.00
103.00
104.00
105.00
106.00
107.00
0.0
0
1.0
0
2.0
0
3.0
0
4.0
0
5.0
0
6.0
0
7.0
0
8.0
0
9.0
0
0.0
0
-1
.0
0
-2
.0
0
-3
.0
0
-4
.0
0
-5
.0
0
-6
.0
0
-7
.0
0
-8
.0
0
-9
.0
0
-1
0.0
0
-1
1.0
0
-1
2.0
0
-1
3.0
0
-1
4.0
0
-1
5.0
0
-1
6.0
0
-1
7.0
0
-1
8.0
0
-1
9.0
0
-2
0.0
0
-2
1.0
0
-2
2.0
0
-2
3.0
0
-2
4.0
0
-2
5.0
0
-2
6.0
0
-2
7.0
0
0.0
00
91
.5
26
1.3
41
91
.4
65
3.6
53
91
.2
67
5.9
46
91
.3
58
7.5
51
91
.2
12
0.0
00
91
.5
26
-1
.1
94
91
.5
50
-3
.0
18
91
.6
03
-5
.9
25
91
.6
26
-8
.8
69
94
.8
83
-1
4.5
26
98
.6
00
-1
6.2
82
99
.3
82
-1
9.9
09
10
1.7
58
-2
1.8
81
10
2.8
39
-2
4.7
11
10
4.9
60
7
EXISTING PCCP
FUTURE WIDENING
S
L
O
P
E
1
.
0
:
1
.
0
5M ANCHOR BAR
32MMØ @ 2.M O.C.
5M ANCHOR BAR
32MMØ @ 2.M O.C.
END OF PACKAGE A
BEG.OF PACKAGE B
5M ANCHOR BAR
32MMØ @ 2.M O.C.
CROSS SECTION
K1827+260.00
ENGINEER II / J.O
JOFE C. CAINCAY
ENGINEER II
REY C. CABILIN
DATE :
LUNA C. CASTAÑARES
DATE :
EVA A. TRANI
DATE :
CHRISTOPHER L. EBAL
DATE :
DISTRICT ENGINEER
VERONICO O. MICARANDAYO
SET NO.: SHEET NO.:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
OFFICE OF THE DISTRICT ENGINEER
REGION IX
3RD ENGINEERING DISTRICT
SEGABE, PIÑAN, ZAMBOANGA DEL NORTE
D
E
P
A
R
T
M
E
NT
O
F
P
U
B
L
IC
W
O
R
K
S
A
N
D
H
I
G
H
W
A
Y
S
REHABILITATION/ RECONSTRUCTION OF ROADS
WITH SLIPS, SLOPE COLLAPSE, AND LANDSLIDE
RIZAL - DAKAK - DAPITAN COASTAL LOOP RD,
K1827+194 - K1827+321.00
ENGINEER II
REY D. TABADA
PROJECT AND LOCATION:
SHEET CONTENTS:
SURVEYED:
PLOTTED:
PREPARED:
REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:
ACTING ASST. CHIEF, PLANNING
AND DESIGN SECTION
ACTING-CHIEF, PLANNING
AND DESIGN SECTION
ASSISTANT DISTRICT ENGINEER
ENGINEER II ENGINEER II
198
CS
14
1827+260.00
0.0
00
91
.5
26
1.3
41
91
.4
65
3.6
53
91
.2
67
5.9
46
91
.3
58
7.5
51
91
.2
12
0.0
00
91
.5
26
-1
.1
94
91
.5
50
-3
.0
18
91
.6
03
-5
.9
25
91
.6
26
-8
.8
69
94
.8
83
98
.6
00
-1
6.2
82
99
.3
82
-1
9.9
09
10
1.7
58
-2
1.8
81
10
2.8
39
-2
4.7
11
10
4.9
60
SLOPE LENGTH = 25.20m
88.00
89.00
90.00
91.00
92.00
93.00
94.00
95.00
96.00
97.00
98.00
99.00
100.00
101.00
102.00
103.00
104.00
105.00
106.00
107.00
0.0
0
1.0
0
2.0
0
3.0
0
4.0
0
5.0
0
6.0
0
7.0
0
8.0
0
9.0
0
0.0
0
-1
.0
0
-2
.0
0
-3
.0
0
-4
.0
0
-5
.0
0
-6
.0
0
-7
.0
0
-8
.0
0
-9
.0
0
-1
0.0
0
-1
1.0
0
-1
2.0
0
-1
3.0
0
-1
4.0
0
-1
5.0
0
-1
6.0
0
-1
7.0
0
-1
8.0
0
-1
9.0
0
-2
0.0
0
-2
1.0
0
-2
2.0
0
-2
3.0
0
-2
4.0
0
-2
5.0
0
-2
6.0
0
-2
7.0
0
0.0
00
91
.5
26
1.3
41
91
.4
65
3.6
53
91
.2
67
5.9
46
91
.3
58
7.5
51
91
.2
12
0.0
00
91
.5
26
-1
.1
94
91
.5
50
-3
.0
18
91
.6
03
-5
.9
25
91
.6
26
-8
.8
69
94
.8
83
-1
4.5
26
98
.6
00
-1
6.2
82
99
.3
82
-1
9.9
09
10
1.7
58
-2
1.8
81
10
2.8
39
-2
4.7
11
10
4.9
60
7
EXISTING PCCP
FUTURE WIDENING
S
L
O
P
E
1
.
0
:
1
.
0
5M ANCHOR BAR
32MMØ @ 2.M O.C.
5M ANCHOR BAR
32MMØ @ 2.M O.C.
5M ANCHOR BAR
32MMØ @ 2.M O.C.
CROSS SECTION
K1827+280.00
ENGINEER II / J.O
JOFE C. CAINCAY
ENGINEER II
REY C. CABILIN
DATE :
LUNA C. CASTAÑARES
DATE :
EVA A. TRANI
DATE :
CHRISTOPHER L. EBAL
DATE :
DISTRICT ENGINEER
VERONICO O. MICARANDAYO
SET NO.: SHEET NO.:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
OFFICE OF THE DISTRICT ENGINEER
REGION IX
3RD ENGINEERING DISTRICT
SEGABE, PIÑAN, ZAMBOANGA DEL NORTE
D
E
P
A
R
T
M
E
NT
O
F
P
U
B
L
IC
W
O
R
K
S
A
N
D
H
I
G
H
W
A
Y
S
REHABILITATION/ RECONSTRUCTION OF ROADS
WITH SLIPS, SLOPE COLLAPSE, AND LANDSLIDE
RIZAL - DAKAK - DAPITAN COASTAL LOOP RD,
K1827+194 - K1827+321.00
ENGINEER II
REY D. TABADA
PROJECT AND LOCATION:
SHEET CONTENTS:
SURVEYED:
PLOTTED:
PREPARED:
REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:
ACTING ASST. CHIEF, PLANNING
AND DESIGN SECTION
ACTING-CHIEF, PLANNING
AND DESIGN SECTION
ASSISTANT DISTRICT ENGINEER
ENGINEER II ENGINEER II
198
CS
15
1827+280
0.0
00
93
.2
82
2.6
96
93
.3
91
5.7
57
93
.3
85
0.0
00
93
.2
82
-2
.2
18
93
.1
49
-3
.2
93
93
.0
81
-5
.3
23
93
.1
75
-1
5.4
88
10
4.6
40
-2
0.2
89
10
6.0
45
-2
4.3
94
10
7.4
75
-2
7.2
38
10
7.7
04
91.00
92.00
93.00
94.00
95.00
96.00
97.00
98.00
99.00
100.00
101.00
102.00
103.00
104.00
105.00
106.00
107.00
108.00
109.00
110.00
0.0
0
1.0
0
2.0
0
3.0
0
4.0
0
5.0
0
6.0
0
7.0
0
8.0
0
0.0
0
-1
.0
0
-2
.0
0
-3
.0
0
-4
.0
0
-5
.0
0
-6
.0
0
-7
.0
0
-8
.0
0
-9
.0
0
-1
0.0
0
-1
1.0
0
-1
2.0
0
-1
3.0
0
-1
4.0
0
-1
5.0
0
-1
6.0
0
-1
7.0
0
-1
8.0
0
-1
9.0
0
-2
0.0
0
-2
1.0
0
-2
2.0
0
-2
3.0
0
-2
4.0
0
-2
5.0
0
-2
6.0
0
-2
7.0
0
-2
8.0
0
0.0
00
93
.2
82
2.6
96
93
.3
91
5.7
57
93
.3
85
0.0
00
93
.2
82
-2
.2
18
93
.1
49
-3
.2
93
93
.0
81
-5
.3
23
93
.1
75
-6
.4
96
94
.4
41
-1
5.4
88
10
4.6
40
-2
0.2
89
10
6.0
45
-2
4.3
94
10
7.4
75
-2
7.2
38
10
7.7
04
7
EXISTIN
G P
CCP
SLOPE LENGTH = 26.78m
FUTURE WIDENING
S
L
O
P
E
1
.
0
:
1
.
0
5M ANCHOR BAR
32MMØ @ 2.M O.C.
5M ANCHOR BAR
32MMØ @ 2.M O.C.
5M ANCHOR BAR
32MMØ @ 2.M O.C.
CROSS SECTION
K1827+300
ENGINEER II / J.O
JOFE C. CAINCAY
ENGINEER II
REY C. CABILIN
DATE :
LUNA C. CASTAÑARES
DATE :
EVA A. TRANI
DATE :
CHRISTOPHER L. EBAL
DATE :
DISTRICT ENGINEER
VERONICO O. MICARANDAYO
SET NO.: SHEET NO.:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
OFFICE OF THE DISTRICT ENGINEER
REGION IX
3RD ENGINEERING DISTRICT
SEGABE, PIÑAN, ZAMBOANGA DEL NORTE
D
E
P
A
R
T
M
E
NT
O
F
P
U
B
L
IC
W
O
R
K
S
A
N
D
H
I
G
H
W
A
Y
S
REHABILITATION/ RECONSTRUCTION OF ROADS
WITH SLIPS, SLOPE COLLAPSE, AND LANDSLIDE
RIZAL - DAKAK - DAPITAN COASTAL LOOP RD,
K1827+194 - K1827+321.00
ENGINEER II
REY D. TABADA
PROJECT AND LOCATION:
SHEET CONTENTS:
SURVEYED:
PLOTTED:
PREPARED:
REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:
ACTING ASST. CHIEF, PLANNING
AND DESIGN SECTION
ACTING-CHIEF, PLANNING
AND DESIGN SECTION
ASSISTANT DISTRICT ENGINEER
ENGINEER II ENGINEER II
198
CS
16
1827+300
0.0
00
94
.5
36
2.4
61
94
.7
26
6.3
14
96
.6
90
8.5
48
98
.2
80
0.0
00
94
.5
36
-1
.2
08
94
.4
08
-4
.2
65
94
.0
83
-7
.3
88
93
.7
49
-1
3.9
29
10
2.0
77
-1
9.5
75
10
9.1
54
-2
4.4
14
10
9.6
35
91.00
92.00
93.00
94.00
95.00
96.00
97.00
98.00
99.00
100.00
101.00
102.00
103.00
104.00
105.00
106.00
107.00
108.00
109.00
110.00
111.00
112.00
0.0
0
1.0
0
2.0
0
3.0
0
4.0
0
5.0
0
6.0
0
7.0
0
8.0
0
9.0
0
0.0
0
-1
.0
0
-2
.0
0
-3
.0
0
-4
.0
0
-5
.0
0
-6
.0
0
-7
.0
0
-8
.0
0
-9
.0
0
-1
0.0
0
-1
1.0
0
-1
2.0
0
-1
3.0
0
-1
4.0
0
-1
5.0
0
-1
6.0
0
-1
7.0
0
-1
8.0
0
-1
9.0
0
-2
0.0
0
-2
1.0
0
-2
2.0
0
-2
3.0
0
-2
4.0
0
-2
5.0
0
-2
6.0
0
-2
7.0
0
0.0
00
94
.5
36
2.4
61
94
.7
26
6.3
14
96
.6
90
8.5
48
98
.2
80
0.0
00
94
.5
36
-1
.2
08
94
.4
08
-4
.2
65
94
.0
83
-7
.3
88
93
.7
49
-1
3.9
29
10
2.0
77
-1
9.5
75
10
9.1
54
-2
4.4
14
10
9.6
35
7
EX
IST
ING
PC
CP
SLOPE LENGTH = 26.51m
FUTURE WIDENING
S
L
O
P
E
1
.
0
:
1
.
0
5M ANCHOR BAR
32MMØ @ 2.M O.C.
5M ANCHOR BAR
32MMØ @ 2.M O.C.
CROSS SECTION
K1827+320
ENGINEER II / J.O
JOFE C. CAINCAY
ENGINEER II
REY C. CABILIN
DATE :
LUNA C. CASTAÑARES
DATE :
EVA A. TRANI
DATE :
CHRISTOPHER L. EBAL
DATE :
DISTRICT ENGINEER
VERONICO O. MICARANDAYO
SET NO.: SHEET NO.:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
OFFICE OF THE DISTRICT ENGINEER
REGION IX
3RD ENGINEERING DISTRICT
SEGABE, PIÑAN, ZAMBOANGA DEL NORTE
D
E
P
A
R
T
M
E
NT
O
F
P
U
B
L
IC
W
O
R
K
S
A
N
D
H
I
G
H
W
A
Y
S
REHABILITATION/ RECONSTRUCTION OF ROADS
WITH SLIPS, SLOPE COLLAPSE, AND LANDSLIDE
RIZAL - DAKAK - DAPITAN COASTAL LOOP RD,
K1827+194 - K1827+321.00
ENGINEER II
REY D. TABADA
PROJECT AND LOCATION:
SHEET CONTENTS:
SURVEYED:
PLOTTED:
PREPARED:
REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:
ACTING ASST. CHIEF, PLANNING
AND DESIGN SECTION
ACTING-CHIEF, PLANNING
AND DESIGN SECTION
ASSISTANT DISTRICT ENGINEER
ENGINEER II ENGINEER II
198
CS
17
7
1827+320
0.0
00
94
.3
96
2.0
18
94
.5
27
3.4
62
94
.4
56
5.1
04
94
.4
25
6.1
88
94
.3
87
0.0
00
94
.3
96
-4
.8
03
93
.9
76
-6
.0
01
93
.8
16
-7
.1
77
93
.7
46
-1
6.5
17
10
4.3
38
-2
0.0
70
10
7.0
32
-2
3.0
74
10
8.6
87
-2
6.7
66
10
9.8
43
SLOPE LENGTH = 27.48m
91.00
92.00
93.00
94.00
95.00
96.00
97.00
98.00
99.00
100.00
101.00
102.00
103.00
104.00
105.00
106.00
107.00
108.00
109.00
110.00
111.00
112.00
0.0
0
1.0
0
2.0
0
3.0
0
4.0
0
5.0
0
6.0
0
7.0
0
0.0
0
-1
.0
0
-2
.0
0
-3
.0
0
-4
.0
0
-5
.0
0
-6
.0
0
-7
.0
0
-8
.0
0
-9
.0
0
-1
0.0
0
-1
1.0
0
-1
2.0
0
-1
3.0
0
-1
4.0
0
-1
5.0
0
-1
6.0
0
-1
7.0
0
-1
8.0
0
-1
9.0
0
-2
0.0
0
-2
1.0
0
-2
2.0
0
-2
3.0
0
-2
4.0
0
-2
5.0
0
-2
6.0
0
-2
7.0
0
-2
8.0
0
-2
9.0
0
0.0
00
94
.3
96
2.0
18
94
.5
27
3.4
62
94
.4
56
5.1
04
94
.4
25
6.1
88
94
.3
87
0.0
00
94
.3
96
-4
.8
03
93
.9
76
-6
.0
01
93
.8
16
-7
.1
77
93
.7
46
-1
6.5
17
10
4.3
38
-2
0.0
70
10
7.0
32
-2
3.0
74
10
8.6
87
-2
6.7
66
10
9.8
43
-2
7.8
56
10
8.4
83
5M ANCHOR BAR
32MMØ @ 2.M O.C.
5M ANCHOR BAR
32MMØ @ 2.M O.C.
FUTURE WIDENING
S
L
O
P
E
1
.
0
:
1
.
0
5M ANCHOR BAR
32MMØ @ 2.M O.C.
END OF PROJECT
END OF PACKAGE B
CROSS SECTION
K1827+321.00
ENGINEER II / J.O
JOFE C. CAINCAY
ENGINEER II
REY C. CABILIN
DATE :
LUNA C. CASTAÑARES
DATE :
EVA A. TRANI
DATE :
CHRISTOPHER L. EBAL
DATE :
DISTRICT ENGINEER
VERONICO O. MICARANDAYO
SET NO.: SHEET NO.:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
OFFICE OF THE DISTRICT ENGINEER
REGION IX
3RD ENGINEERING DISTRICT
SEGABE, PIÑAN, ZAMBOANGA DEL NORTE
D
E
P
A
R
T
M
E
NT
O
F
P
U
B
L
IC
W
O
R
K
S
A
N
D
H
I
G
H
W
A
Y
S
REHABILITATION/ RECONSTRUCTION OF ROADS
WITH SLIPS, SLOPE COLLAPSE, AND LANDSLIDE
RIZAL - DAKAK - DAPITAN COASTAL LOOP RD,
K1827+194 - K1827+321.00
ENGINEER II
REY D. TABADA
PROJECT AND LOCATION:
SHEET CONTENTS:
SURVEYED:
PLOTTED:
PREPARED:
REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:
ACTING ASST. CHIEF, PLANNING
AND DESIGN SECTION
ACTING-CHIEF, PLANNING
AND DESIGN SECTION
ASSISTANT DISTRICT ENGINEER
ENGINEER II ENGINEER II
198
CS
18
7
1827+321.00
0.0
00
93
.2
23
1.9
32
93
.2
88
3.4
30
93
.1
64
4.7
33
93
.1
59
7.1
98
92
.9
88
0.0
00
93
.2
23
-1
.9
28
93
.1
44
-4
.7
62
92
.9
94
-6
.0
98
92
.8
72
-7
.2
13
92
.7
40
-1
4.1
21
99
.2
48
-2
1.6
75
10
3.8
69
-2
4.4
98
10
6.2
11
-2
7.1
28
10
4.4
19
SLOPE LENGTH = 24.08m
90.00
91.00
92.00
93.00
94.00
95.00
96.00
97.00
98.00
99.00
100.00
101.00
102.00
103.00
104.00
105.00
106.00
107.00
108.00
109.00
0.0
0
1.0
0
2.0
0
3.0
0
4.0
0
5.0
0
6.0
0
7.0
0
8.0
0
0.0
0
-1
.0
0
-2
.0
0
-3
.0
0
-4
.0
0
-5
.0
0
-6
.0
0
-7
.0
0
-8
.0
0
-9
.0
0
-1
0.0
0
-1
1.0
0
-1
2.0
0
-1
3.0
0
-1
4.0
0
-1
5.0
0
-1
6.0
0
-1
7.0
0
-1
8.0
0
-1
9.0
0
-2
0.0
0
-2
1.0
0
-2
2.0
0
-2
3.0
0
-2
4.0
0
-2
5.0
0
-2
6.0
0
-2
7.0
0
-2
8.0
0
0.0
00
93
.2
23
1.9
32
93
.2
88
3.4
30
93
.1
64
4.7
33
93
.1
59
7.1
98
92
.9
88
0.0
00
93
.2
23
-1
.9
28
93
.1
44
-4
.7
62
92
.9
94
-6
.0
98
92
.8
72
-7
.2
13
92
.7
40
-1
4.1
21
99
.2
48
-1
7.5
94
10
2.0
06
-2
4.4
98
10
6.2
11
-2
7.1
28
10
4.4
19
FUTURE WIDENING
S
L
O
P
E
1
.
0
:
1
.
0
5M ANCHOR BAR
32MMØ @ 2.M O.C.
5M ANCHOR BAR
32MMØ @ 2.M O.C.
5M ANCHOR BAR
32MMØ @ 2.M O.C.