GAMBAR KERJA JL.MAKAM DATU SI PANAIK REV.3.pdf

imeldaadv 6 views 90 slides Oct 25, 2025
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About This Presentation

Pedoman untuk Pekerjaan dilapangan

Size: 19.9 MB
Language: en
Added: Oct 25, 2025
Slides: 90 pages

Slide Content

PEKERJAAN :
PEMBANGUNAN JALAN MAKAM DATU SI PANAIK
KEC. TELUK BAYUR KAB.BERAU
TAHUN ANGGARAN 2024
GAMBAR RENCANA
PEMERINTAH KABUPATEN BERAU
DINAS PEKERJAAN UMUM DAN PENATAAN RUANG
Jalan jend. Gatot Subroto No. 123 Telp. (0554) 21065
TANJUNG REDEP

PEMERINTAH KABUPATEN BERAU
DINAS PEKERJAAN UMUM DAN PENATAAN RUANG
Jalan jend. Gatot Subroto No. 123 Telp. (0554) 21065
TANJUNG REDEP
LEMBAR PENGESAHAN
PEKERJAAN :
PEMBANGUNAN JALAM MAKAM DATU SI PANAIK
KEC. TELUK BAYUR KAB.BERAU
TAHUN ANGGARAN 2024
Menyetujui :
Pejabat Pembuat Komitmen
DPUPR Kab. Berau
ELMI RIZKA RAHMANIA, ST.
NIP. 19870620 201903 2 010
Konsultan Perencana :
Penangung Jawab
CV.STATIKA DESIGN ENGINEERING CONSULTANT
ANTON IRIYANTO, ST.
TEAM LEADER

SINGKATAN DAN LEGENDA
MAB
MAN
Ka
S KELANDAIAN JALAN
Sta. STATION
Elev.
KM
MAKS
MIN
ELEVASI ( KETINGGIAN )
KILO. METER
MAKSIMUM
MINIMUM
*
BATAS KABUPATEN / KOTA MADYA
JALAN KABUPATEN / KOTA MADYA
LEBAR JALAN ( B = Bp + 2 Bs )
LEBAR PELEBARAN PADA TIKUNGAN
SUPERELEVASI PERKERASAN
( KEMIRINGAN MELINTANG )
%
R
L
PERSEN
SUDUT TIKUNGAN
JARI - JARI TIKUNGAN
PANJANG TIKUNGAN
b
C
L
Ø DIA
e
AS JALAN
DIAMETER
JALAN KERETA API
B
Bp
Bs
Bg
LEBAR PERKERASAN
LEBAR BAHU JALAN
LEBAR DASAR SALURAN
KOTA LAIN
JALAN PROPINSI
LPA
LPB
LP
KABUPATEN / KOTA MADYA
KECAMATAN
BM
Ki
DMJ
s
KANAN
JEMBATAN RENCANA
BANGUNAN RUMAH
GEREJA
GORONG - GORONG KOTAK
BANGUNAN
MESJID
e
GALIAN TANAH
TEMBOK PENAHAN TANAH
GARIS KETINGGIAN ( Kontur )
TIMBUNAN TANAH / URUGAN
JEMBATAN YANG ADA
GORONG - GORONG RENCANA
GORONG - GORONG YANG ADA
SUNGAI
LAPIS PONDASI ATAS
LAPIS PONDASI BAWAH
MUKA AIR NORMAL
MUKA AIR BANJIR
PI DARI LENGKUNH HORIZONTAL
PVI DARI LENGKUNG VERTIKAL
TS DAN ST ( Awal dan akhir lengkungan )
LAPIS PERMUKAAN
BENCH MARK
KIRI
REL PENGAMAN
DAERAH MILIK JALAN
RAMBU LALU LINTAS
KEMIRINGAN MELINTANG
PADA BAHU JALAN
LADANG
KUBURAN ISLAM
KUBURAN KRISTEN
KEBUN KARET
MUKA TANAH ASLI
RERUMPUTAN
KEBUN KELAPA
SEMAK - SEMAK
TUGU TRIANGULASI
TUGU KM
SAWAH
RAWA
WADUK
TIANG LISTRIK
TIANG TELEPON
PAGAR TEMBOK
PAGAR KAWAT
TIANG PENUNTUN RENCANA
TIANG PENUNTUN

NTS
KAB. BERAU
Kec.Segah
Kec.Gunung Tabur
Kec.Teluk Bayur
Kec.Pulau Derawan
Kec.Sambaliung
Kec.Tabalar
Kec.Kelay
Kec.Karangan
Kec.Biatan
Kec.Talisayan Kec.Batu Putih
Kec.Biduk-biduk
Kec.Muara wahau
Kec.Tanjung Redeb
Lokasi Pekerjaan
PETA LOKASI PEKERJAAN

LAY OUT
JALAN MAKAM DATU SI PANAIK
Awal Pekerjaan STA 0+000
Akhir Pekerjaan STA 7+718.04
STA 6+050
Batas Existing Jalan
Simbol
Rencana Perbaikan
Geometri Jalan
Simbol Keterangan
Rencana Jalan Baru
PemukimanPemukiman
NTS

1 :50
TIPIKAL POTONGAN
MELINTANG JALAN
TIPIKAL 1
℄
6.00
2 % - 3%2 % - 3%
Lapis Resap Pengikat - Aspal Cair / Emulsi
Laston Lapis Antara ( AC - Base ) t = 7.5 Cm
Lapis Pondasi Agregat A t = 15 cm
Lapis Pondasi Agregat B t = 20 cm
Timbunan Pilihan Bahu Jalan
Timbunan Pilihan t= 20 cm
Badan Jalan
Timbunan Biasa
2.00
3 % - 5%
2.00
6.20
6.40
6.60
5.00
Badan Jalan
5.00
Bahu Jalan
3 % - 5%
TIPIKAL 2
℄
6.00
2 % - 3%2 % - 3%
Lapis Resap Pengikat - Aspal Cair / Emulsi
Laston Lapis Antara ( AC - Base ) t = 7.5 Cm
Lapis Pondasi Agregat A t = 15 cm
Lapis Pondasi Agregat B t = 20 cm
Timbunan Pilihan Bahu Jalan
Timbunan Pilihan t= 20 cm
Badan Jalan
Galian Biasa
2.00
3 % - 5%
2.00
6.20
6.60
5.00
Badan Jalan
5.00
Bahu Jalan
3 % - 5%
6.40
Existing Tanah Asli
Existing Tanah Asli

TIPIKAL POTONGAN
MELINTANG JALAN
1 :50
TIPIKAL 3
℄
2 % - 3%2 % - 3%
Timbunan Pilihan t= 20 cm
Badan Jalan
Timbunan Biasa
5.00
Badan Jalan
5.00
TIPIKAL 4
℄
2 % - 3%2 % - 3%
Badan Jalan
Galian Biasa
5.00
Badan Jalan
5.00
6.60
6.60
Existing Tanah Asli
Existing Tanah Asli
Timbunan Pilihan t= 20 cm

1 : 30
1.60
1.20
1.60 1.20
1,60m
1,60m
1,20m
1,20m
1,00m
BOX CULVERT UK. 1.20 X 1.20 X 1.00 M
STA 0+850 / 2+600 / 4+525 / 6+100
PERSPEKTIF
BOX CULVERT UK. 1.20 X 1.20 X 1.00 M
DETAIL TIPIKAL
BOX CULVERT

PVI STA = 0+025 PVI ELEV = 103.74
-10.41%
25.0000m VC
K = 3.20
A.D. = 7.82
PVI ELEV = 101.12
PVI STA = 0+050
BVCS: 0+037.500
BVCE: 102.43
EVCS: 0+062.500
EVCE: 100.79
-10.47%
PVI STA = 0+075
PVI ELEV = 100.46
-2.66%
PVI STA = 0+125 PVI ELEV = 99.03
-2.85%
PVI STA = 0+200 PVI ELEV = 98.13
-1.21% 1.43%
0+000 0+050 0+100 0+150 0+200 0+250
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a
Hm 0 Hm 1 Hm 2
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
1 : 750
LONG SECTION
STA 0+000 s/d 0+250

PVI STA = 0+275 PVI ELEV = 99.20
PVI STA = 0+300.209
PVI ELEV = 100.52
5.24%
50.0000m VC
K = 5.36
A.D. = 9.32
PVI ELEV = 102.58
PVI STA = 0+375
BVCS: 0+350 BVCE: 101.89
EVCS: 0+400 EVCE: 105.60
2.75%
25.0000m VC
K = 2.62
A.D. = -9.54
PVI ELEV = 111.00
PVI STA = 0+450
BVCS: 0+437.500
BVCE: 109.65
EVCS: 0+462.500
EVCE: 111.16
10.80%
PVI STA = 0+475
PVI ELEV = 111.31
1.26%
PVI STA = 0+500
PVI ELEV = 110.77
-2.18%
1 : 750
LONG SECTION
STA 0+250 s/d 0+500
0+250 0+300 0+350 0+400 0+450 0+500
Hm 3 Hm 4 Hm 5
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

PVI STA = 0+500
PVI ELEV = 110.77
PVI STA = 0+575 PVI ELEV = 103.84
-9.24%
50.0000m VC
K = 3.17
A.D. = 15.78
PVI ELEV = 101.42
PVI STA = 0+600
LOW POINT STA = 0+605.668
LOW POINT ELEV = 102.35
BVCS: 0+575 BVCE: 103.84
EVCS: 0+625 EVCE: 102.94
PVI STA = 0+675
PVI ELEV = 102.71
-0.46%
2.16%
1 : 750
LONG SECTION
STA 0+500 s/d 0+750
0+500 0+550 0+600 0+650 0+700
Hm 5 Hm 5 Hm 7
25.0025.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a
0+750

PVI STA = 0+775
PVI ELEV = 104.88
25.0000m VC
K = 3.18
A.D. = 7.86
PVI ELEV = 104.89
PVI STA = 0+850
BVCS: 0+837.500
BVCE: 104.88 EVCS: 0+862.500
EVCE: 105.87
0.01%
25.0000m VC
K = 3.57
A.D. = 7.00
PVI ELEV = 108.82
PVI STA = 0+900
BVCS: 0+887.500
BVCE: 107.84
EVCS: 0+912.500
EVCE: 110.68
7.87%
PVI STA = 1+000
PVI ELEV = 123.69
14.87%
1 : 750
LONG SECTION
STA 0+750 s/d 1+000
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a
0+750 0+800 0+850 0+900 0+950 1+000
Hm 8 Hm 9 Hm 10
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00

PVI STA = 1+000
PVI ELEV = 123.69
25.0000m VC
K = 1.80
A.D. = -13.90
PVI ELEV = 127.09
PVI STA = 1+024.501
HIGH POINT STA = 1+037.001
HIGH POINT ELEV = 127.09
BVCS: 1+012.001
BVCE: 125.36
EVCS: 1+037.001
EVCE: 127.09
13.90%
PVI STA = 1+075
PVI ELEV = 127.09
0.00%
PVI STA = 1+100
PVI ELEV = 125.92
-4.69%
PVI STA = 1+125
PVI ELEV = 125.92
0.00%
PVI STA = 1+175
PVI ELEV = 124.40
-3.04%
PVI STA = 1+200.050
PVI ELEV = 122.34
-8.22%
PVI STA = 1+250
PVI ELEV = 117.23
-10.24%
1 : 750
LONG SECTION
STA 1+000 s/d 1+250
1+000 1+050 1+100 1+150 1+200 1+250
Hm 10 Hm 11 Hm 12
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

PVI STA = 1+250
PVI ELEV = 117.23
25.0000m VC
K = 3.81
A.D. = 6.57
PVI ELEV = 111.79
PVI STA = 1+300
BVCS: 1+287.500
BVCE: 113.15
EVCS: 1+312.500
EVCE: 111.25
-10.88%
PVI STA = 1+325
PVI ELEV = 110.71
-4.31%
PVI STA = 1+350 PVI ELEV = 109.58
-4.51%
PVI STA = 1+375
PVI ELEV = 109.12
-1.86%
50.0000m VC
K = 7.90
A.D. = 6.33
PVI ELEV = 108.54
PVI STA = 1+400
LOW POINT STA = 1+393.212
LOW POINT ELEV = 108.91
EVCS: 1+425 EVCE: 109.55
PVI STA = 1+450
PVI ELEV = 111.598.17%
PVI STA = 1+500
PVI ELEV = 117.04
10.90%
1 : 750
LONG SECTION
STA 1+250 s/d 1+500
1+250 1+300 1+350 1+400 1+450 1+500
Hm 13 Hm 14 Hm 15
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

PVI STA = 1+500
PVI ELEV = 117.04
PVI STA = 1+575
PVI ELEV = 125.12
10.78%
25.0000m VC
K = 1.77
A.D. = -14.16
PVI ELEV = 133.18
PVI STA = 1+650.006
HIGH POINT STA = 1+656.478
HIGH POINT ELEV = 132.86
BVCS: 1+637.506
BVCE: 131.84 EVCS: 1+662.506
EVCE: 132.75
10.74%
PVI STA = 1+675
PVI ELEV = 132.33
-3.41%
PVI STA = 1+700
PVI ELEV = 131.48
-3.39%
PVI STA = 1+725
PVI ELEV = 129.68
-7.21%
PVI STA = 1+750
PVI ELEV = 127.36
-9.28%
1 : 750
LONG SECTION
STA 1+500 s/d 1+750
1+500 1+550 1+600 1+650 1+700 1+750
Hm 15 Hm 16 Hm 17
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

PVI STA = 1+750
PVI ELEV = 127.36
PVI STA = 1+775 PVI ELEV = 124.77
-10.34%
PVI STA = 1+800
PVI ELEV = 122.03
-10.97%
PVI STA = 1+825
PVI ELEV = 119.71
-9.26%
PVI STA = 1+875
PVI ELEV = 116.24
-6.95%
25.0000m VC
K = 2.57
A.D. = 9.74
PVI ELEV = 116.52
PVI STA = 1+900
BVCS: 1+887.500
BVCE: 116.38
EVCS: 1+912.500
EVCE: 117.87
1.11%
PVI STA = 1+950
PVI ELEV = 121.94
10.85%
PVI STA = 2+000
PVI ELEV = 127.30
10.71%
1 : 750
LONG SECTION
STA 1+750 s/d 2+000
1+750 1+800 1+850 1+900 1+950 2+000
Hm 18 Hm 19 Hm 20
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

PVI STA = 2+000
PVI ELEV = 127.30
PVI STA = 2+025 PVI ELEV = 128.82
6.12%
25.0000m VC
K = 10.29
A.D. = 2.43
PVI ELEV = 128.24
PVI STA = 2+075
LOW POINT STA = 2+074.511
LOW POINT ELEV = 128.32
BVCS: 2+062.500
BVCE: 128.39
EVCS: 2+087.500
EVCE: 128.40
-1.17%
25.0000m VC
K = 2.05
A.D. = -12.19
PVI ELEV = 129.19
PVI STA = 2+150
HIGH POINT STA = 2+140.089
HIGH POINT ELEV = 129.05
BVCS: 2+137.500
BVCE: 129.03
EVCS: 2+162.500
EVCE: 127.82
1.26%
PVI STA = 2+200
PVI ELEV = 123.73
-10.92%
25.0000m VC
K = 3.52
A.D. = 7.09
PVI ELEV = 118.71
PVI STA = 2+250
BVCS: 2+237.500
BVCE: 119.97
-10.02%
1 : 750
LONG SECTION
STA 2+000 s/d 2+250
2+000 2+050 2+100 2+150 2+200 2+250
Hm 20 Hm 21 Hm 22
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

25.0000m VC
K = 3.52
A.D. = 7.09
PVI ELEV = 118.71
PVI STA = 2+250
EVCS: 2+262.500
EVCE: 118.35
PVI STA = 2+275
PVI ELEV = 117.98
-2.93%
PVI STA = 2+375 PVI ELEV = 121.88
3.90%
25.0000m VC
K = 2.16
A.D. = -11.57
PVI ELEV = 121.69
PVI STA = 2+425
BVCS: 2+412.500
BVCE: 121.74
EVCS: 2+437.500
EVCE: 120.20
-0.38%
PVI STA = 2+450
PVI ELEV = 118.70
-11.95%
PVI STA = 2+500
PVI ELEV = 111.05
-15.31%
1 : 750
LONG SECTION
STA 2+250 s/d 2+500
2+250 2+300 2+350 2+400 2+450 2+500
Hm 23 Hm 24 Hm 25
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

PVI STA = 2+500
PVI ELEV = 111.05
PVI STA = 2+550
PVI ELEV = 105.65
-10.80%
PVI STA = 2+575
PVI ELEV = 103.05
-10.40%
50.0000m VC
K = 2.32
A.D. = 21.56
PVI ELEV = 100.62
PVI STA = 2+600
LOW POINT STA = 2+597.531
LOW POINT ELEV = 101.95
EVCS: 2+625 EVCE: 103.58
25.0000m VC
K = 3.42
A.D. = 7.30
PVI ELEV = 109.50
PVI STA = 2+675
BVCS: 2+662.500
BVCE: 108.02
EVCS: 2+687.500
EVCE: 111.90
11.85%
25.0000m VC
K = 3.71
A.D. = -6.74
PVI ELEV = 119.08
PVI STA = 2+725
BVCS: 2+712.500
BVCE: 116.68
EVCS: 2+737.500
EVCE: 120.63
19.15%
PVI STA = 2+750
PVI ELEV = 122.2913.30%
1 : 750
LONG SECTION
STA 2+500 s/d 2+750
2+500 2+550 2+600 2+650 2+700 2+750
Hm 25 Hm 26 Hm 27
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

PVI STA = 2+750
PVI ELEV = 122.29
PVI STA = 2+787.500
PVI ELEV = 126.83
12.11%
25.0000m VC
K = 4.29
A.D. = -5.83
PVI ELEV = 128.38
PVI STA = 2+800
EVCS: 2+812.500
EVCE: 129.21
25.0000m VC
K = 1.71
A.D. = -14.60
PVI ELEV = 131.68
PVI STA = 2+850.118
HIGH POINT STA = 2+848.878
HIGH POINT ELEV = 131.23
BVCS: 2+837.618
BVCE: 130.86
EVCS: 2+862.618
EVCE: 130.68
6.57%
PVI STA = 2+875
PVI ELEV = 129.68
-8.02%
50.0000m VC
K = 3.61
A.D. = 13.84
PVI ELEV = 128.22
PVI STA = 2+900
LOW POINT STA = 2+896.129
LOW POINT ELEV = 129.07
EVCS: 2+925 EVCE: 130.22
PVI STA = 2+950
PVI ELEV = 132.227.99%
PVI STA = 3+000
PVI ELEV = 138.64
12.85%
1 : 750
LONG SECTION
STA 2+750 s/d 3+000
2+750 2+800 2+850 2+900 2+950 3+000
Hm 28 Hm 29 Hm 30
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

PVI STA = 3+000
PVI ELEV = 138.64
25.0000m VC
K = 1.59
A.D. = -15.69
PVI ELEV = 141.31
PVI STA = 3+050
HIGH POINT STA = 3+046.013
HIGH POINT ELEV = 140.87
BVCS: 3+037.500
BVCE: 140.65
EVCS: 3+062.500
EVCE: 140.02
5.34%
PVI STA = 3+100
PVI ELEV = 136.14
-10.35%
PVI STA = 3+150 PVI ELEV = 130.28
-11.71%
PVI STA = 3+200 PVI ELEV = 126.03
-8.50%
-8.02%
1 : 750
LONG SECTION
STA 3+000 s/d 3+250
3+000 3+050 3+100 3+150 3+200 3+250
Hm 30 Hm 31 Hm 32
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

PVI STA = 3+275
PVI ELEV = 120.02
PVI STA = 3+350
PVI ELEV = 109.13
-14.52%
PVI STA = 3+375
PVI ELEV = 107.70
-5.71%
PVI STA = 3+400
PVI ELEV = 107.70
0.00%
PVI STA = 3+425
PVI ELEV = 109.999.16%
PVI STA = 3+462.500
PVI ELEV = 113.77
10.07%
25.0000m VC
K = 2.09
A.D. = -11.96
PVI ELEV = 115.26
PVI STA = 3+475
EVCS: 3+487.500
EVCE: 115.27
1 : 750
LONG SECTION
STA 3+250 s/d 3+500
3+250 3+300 3+350 3+400 3+450 3+500
Hm 33 Hm 34 Hm 35
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

PVI STA = 3+525.218
PVI ELEV = 115.28
0.03%
50.0000m VC
K = 3.96
A.D. = 12.62
PVI ELEV = 111.39
PVI STA = 3+575
LOW POINT STA = 3+580.909
LOW POINT ELEV = 112.14
BVCS: 3+550 BVCE: 113.34
EVCS: 3+600 EVCE: 112.60
-7.80%
PVI STA = 3+663.366
PVI ELEV = 105.88
-10.61%
PVI STA = 3+700
PVI ELEV = 101.46
-12.05%
25.0000m VC
K = 3.58
A.D. = 6.98
PVI ELEV = 96.08
PVI STA = 3+749.851
BVCS: 3+737.351
BVCE: 97.43
-10.80%
1 : 750
LONG SECTION
STA 3+500 s/d 3+750
3+500 3+550 3+600 3+650 3+700 3+750
Hm 35 Hm 36 Hm 37
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

K = 3.58
A.D. = 6.98
PVI ELEV = 96.08
PVI STA = 3+749.851
EVCS: 3+762.351
EVCE: 95.60
PVI STA = 3+800 PVI ELEV = 94.16
-3.82%
50.0000m VC
K = 6.55
A.D. = 7.63
PVI ELEV = 94.63
PVI STA = 3+825
EVCS: 3+850 EVCE: 97.00
PVI STA = 3+875 PVI ELEV = 99.38
9.49%
PVI STA = 3+925
PVI ELEV = 102.94
7.13%
PVI STA = 4+000 PVI ELEV = 105.363.23%
1 : 750
LONG SECTION
STA 3+750 s/d 4+000
3+750 3+800 3+850 3+900 3+950 4+000
Hm 38 Hm 39 Hm 40
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

PVI STA = 4+000
PVI ELEV = 105.36
PVI STA = 4+050
PVI ELEV = 105.72
0.72%
-8.72%
50.0000m VC
K = 4.90
A.D. = 10.20
PVI ELEV = 101.45
PVI STA = 4+100
LOW POINT STA = 4+116.080
LOW POINT ELEV = 101.82
BVCS: 4+075 BVCE: 103.54
EVCS: 4+125 EVCE: 101.90
PVI STA = 4+150
PVI ELEV = 102.34
1.73%
PVI STA = 4+175
PVI ELEV = 103.454.46%
PVI STA = 4+200
PVI ELEV = 104.283.29%
PVI STA = 4+250
PVI ELEV = 100.41
-7.72%
1 : 750
LONG SECTION
STA 4+000 s/d 4+250
4+000 4+050 4+100 4+150 4+200 4+250
Hm 40 Hm 41 Hm 42
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

PVI STA = 4+250
PVI ELEV = 100.41
25.0000m VC
K = 4.45
A.D. = 5.62
PVI ELEV = 97.21
PVI STA = 4+275
BVCS: 4+262.500
BVCE: 98.81
EVCS: 4+287.500
EVCE: 96.31
-12.81%
PVI STA = 4+300 PVI ELEV = 95.42
-7.19%
PVI STA = 4+325 PVI ELEV = 95.07
-1.38%
25.0000m VC
K = 3.22
A.D. = 7.76
PVI ELEV = 95.83
PVI STA = 4+350
BVCS: 4+337.500
BVCE: 95.45
EVCS: 4+362.500
EVCE: 97.19
3.06%
PVI STA = 4+425
PVI ELEV = 103.94
10.81%
25.0000m VC
K = 1.50
A.D. = -16.62
PVI ELEV = 106.64
PVI STA = 4+450
HIGH POINT STA = 4+453.712
HIGH POINT ELEV = 106.16
BVCS: 4+437.500
BVCE: 105.29
EVCS: 4+462.500
EVCE: 105.91
10.78%
PVI STA = 4+475
PVI ELEV = 105.18
-5.84%
1 : 750
LONG SECTION
STA 4+250 s/d 4+500
4+250 4+300 4+350 4+400 4+450 4+500
Hm 43 Hm 44 Hm 45
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

PVI STA = 4+550 PVI ELEV = 96.96
-10.96%
25.0000m VC
K = 3.32
A.D. = 7.52
PVI ELEV = 94.37
PVI STA = 4+575
BVCS: 4+562.500
BVCE: 95.66
EVCS: 4+587.500
EVCE: 94.02
-10.34%
PVI STA = 4+600.134
PVI ELEV = 93.67
-2.81%
PVI STA = 4+625.045
PVI ELEV = 93.72
0.23%
PVI STA = 4+650 PVI ELEV = 93.25
-1.90%
PVI STA = 4+675 PVI ELEV = 92.16
-4.36%
PVI STA = 4+700 PVI ELEV = 90.79
-5.46%
PVI STA = 4+725 PVI ELEV = 90.42
-1.48%
PVI STA = 4+750 PVI ELEV = 90.10
-1.31%
1 : 750
LONG SECTION
STA 4+500 s/d 4+750
4+500 4+550 4+600 4+650 4+700 4+750
Hm 45 Hm 46 Hm 47
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

PVI STA = 4+750 PVI ELEV = 90.10 PVI STA = 4+775 PVI ELEV = 90.20
0.41%
PVI STA = 4+800 PVI ELEV = 90.21
0.04%
PVI STA = 4+825 PVI ELEV = 90.01
-0.79%
PVI STA = 4+850 PVI ELEV = 89.81
-0.79%
PVI STA = 4+875 PVI ELEV = 89.81
0.00%
PVI STA = 4+900 PVI ELEV = 89.82
0.02% PVI STA = 4+925 PVI ELEV = 90.07
1.01% PVI STA = 4+950 PVI ELEV = 90.24
0.67%
PVI STA = 4+975 PVI ELEV = 90.27
0.11%
PVI STA = 5+000 PVI ELEV = 90.25
-0.07%
1 : 750
LONG SECTION
STA 4+750 s/d 5+000
4+750 4+800 4+850 4+900 4+950 5+000
Hm 48 Hm 49 Hm 50
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

PVI ELEV = 90.25 PVI STA = 5+025 PVI ELEV = 90.260.03% PVI STA = 5+050 PVI ELEV = 90.23-0.11%
PVI STA = 5+075 PVI ELEV = 89.78-1.80%
PVI STA = 5+100 PVI ELEV = 90.24
1.85% PVI STA = 5+125 PVI ELEV = 90.13-0.44% PVI STA = 5+150 PVI ELEV = 90.01-0.47% PVI STA = 5+175 PVI ELEV = 90.080.26% PVI STA = 5+200 PVI ELEV = 90.100.09% PVI STA = 5+225 PVI ELEV = 90.160.25% PVI STA = 5+250 PVI ELEV = 90.210.19%
1 : 750
LONG SECTION
STA 5+000 s/d 5+250
5+000 5+050 5+100 5+150 5+200 5+250
Hm 50 Hm 51 Hm 32
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

PVI STA = 5+250 PVI ELEV = 90.21 PVI STA = 5+275 PVI ELEV = 90.20-0.02% PVI STA = 5+300 PVI ELEV = 90.19-0.05% PVI STA = 5+325 PVI ELEV = 90.190.00% PVI STA = 5+350 PVI ELEV = 90.19-0.00% PVI STA = 5+375 PVI ELEV = 90.04-0.58% PVI STA = 5+400 PVI ELEV = 90.04-0.01% PVI STA = 5+425 PVI ELEV = 89.91-0.54% PVI STA = 5+450 PVI ELEV = 89.910.00% PVI STA = 5+475 PVI ELEV = 89.73-0.69%
PVI STA = 5+500-1.51%
1 : 750
LONG SECTION
STA 5+250 s/d 5+500
5+250 5+300 5+350 5+400 5+450 5+500
Hm 53 Hm 54 Hm 55
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

-5.50% 25.80%
-0.50%
-21.50%
PVI STA = 5+525 PVI ELEV = 88.62
-2.34%
PVI STA = 5+536.504
PVI ELEV = 88.32
-2.61%
PVI STA = 5+544.072
PVI ELEV = 90.19
24.75%
PVI STA = 5+550 PVI ELEV = 90.13
-1.01%
PVI STA = 5+575 PVI ELEV = 89.93
-0.81%
PVI STA = 5+600 PVI ELEV = 89.63
-1.20%
PVI STA = 5+625 PVI ELEV = 89.74
0.42%
PVI STA = 5+650 PVI ELEV = 89.78
0.15%
PVI STA = 5+675 PVI ELEV = 89.77
-0.02%
PVI STA = 5+725 PVI ELEV = 89.77
0.00%
PVI STA = 5+750 PVI ELEV = 89.85
0.30%
1 : 750
LONG SECTION
STA 5+500 s/d 5+750
5+500 5+550 5+600 5+650 5+700 5+750
Hm 55 Hm 56 Hm 57
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

PVI STA = 5+750 PVI ELEV = 89.85 PVI STA = 5+775 PVI ELEV = 89.83
-0.05%
PVI STA = 5+800 PVI ELEV = 89.80
-0.15%
PVI STA = 5+825 PVI ELEV = 89.83
0.13%
PVI STA = 5+850 PVI ELEV = 89.83
0.00%
PVI STA = 5+875 PVI ELEV = 89.59
-0.95%
PVI STA = 5+900 PVI ELEV = 89.41
-0.72%
PVI STA = 5+925 PVI ELEV = 89.40
-0.04%
PVI STA = 5+950 PVI ELEV = 89.40
0.00%
PVI STA = 5+975 PVI ELEV = 89.58
0.72%
PVI STA = 6+000 PVI ELEV = 89.65
0.26%
1 : 750
LONG SECTION
STA 5+750 s/d 6+000
5+750 5+800 5+850 5+900 5+950 6+000
Hm 58 Hm 59 Hm 60
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

PVI ELEV = 89.65
PVI STA = 6+025 PVI ELEV = 89.00
-2.59%
PVI STA = 6+050 PVI ELEV = 89.11
0.43%
PVI STA = 6+100 PVI ELEV = 92.39
6.55%
PVI STA = 6+125 PVI ELEV = 93.685.18% PVI STA = 6+150 PVI ELEV = 93.68
0.00%
PVI STA = 6+175 PVI ELEV = 93.82
0.55%
PVI STA = 6+200 PVI ELEV = 93.32
-2.00%
PVI STA = 6+225.034
PVI ELEV = 92.14
-4.70%
PVI STA = 6+250 PVI ELEV = 89.83
-9.28%
1 : 750
LONG SECTION
STA 6+000 s/d 6+250
6+000 6+050 6+100 6+150 6+200 6+250
Hm 60 Hm 61 Hm 62
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

PVI STA = 6+250 PVI ELEV = 89.83 PVI STA = 6+275 PVI ELEV = 89.60
-0.90%
PVI STA = 6+300 PVI ELEV = 90.905.18%
PVI STA = 6+325 PVI ELEV = 92.91
8.07%
PVI STA = 6+350 PVI ELEV = 94.054.54%
PVI STA = 6+375 PVI ELEV = 94.772.90%
PVI STA = 6+400 PVI ELEV = 94.43
-1.37%
PVI STA = 6+425 PVI ELEV = 93.88
-2.20%
PVI STA = 6+450 PVI ELEV = 93.12
-3.03%
PVI STA = 6+475 PVI ELEV = 92.82
-1.21% PVI STA = 6+500 PVI ELEV = 93.653.33%
1 : 750
LONG SECTION
STA 6+250 s/d 6+500
6+250 6+300 6+350 6+400 6+450
Hm 63 Hm 64 Hm 65
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a
6+500

PVI STA = 6+500 PVI ELEV = 93.65 PVI STA = 6+525 PVI ELEV = 93.80
0.59%
PVI STA = 6+550 PVI ELEV = 91.83
-7.86%
PVI STA = 6+575 PVI ELEV = 90.30
-6.14%
PVI STA = 6+600 PVI ELEV = 89.83
-1.87%
PVI STA = 6+625 PVI ELEV = 89.42
-1.65%
PVI STA = 6+675 PVI ELEV = 88.67
-1.48%
PVI STA = 6+700 PVI ELEV = 88.20
-1.91%
1 : 750
LONG SECTION
STA 6+500 s/d 6+750
6+500 6+550 6+600 6+650 6+700 6+750
Hm 65 Hm 66 Hm 67
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

-0.11%
1 : 750
LONG SECTION
STA 6+750 s/d 7+000
6+750 6+800 6+850 6+900 6+950 7+000
Hm 68 Hm 69 Hm 70
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

PVI STA = 7+050 PVI ELEV = 87.82
PVI STA = 7+075 PVI ELEV = 88.432.47%
PVI STA = 7+250 PVI ELEV = 85.42
-1.72%
1 : 750
LONG SECTION
STA 7+000 s/d 7+250
7+000 7+050 7+100 7+150 7+200 7+250
Hm 70 Hm 71 Hm 72
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

PVI STA = 7+250 PVI ELEV = 85.42
0.00%
1 : 750
LONG SECTION
STA 7+250 s/d 7+500
7+250 7+300 7+350 7+400 7+450 7+500
Hm 73 Hm 74 Hm 75
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

PVI STA = 7+525 PVI ELEV = 85.42
PVI STA = 7+650 PVI ELEV = 81.72
-2.96%
PVI STA = 7+675 PVI ELEV = 80.81
-3.64%
-5.47%
1 : 750
LONG SECTION
STA 7+500 s/d 7+700
7+500 7+550 7+600 7+650 7+700
Hm 75 Hm 76 Hm 77
25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 16.00
bidang persamaan / reference level
+ 76.00 meter
0 1 2 3 4 5 6 7 8 9 10
SV = 1 : 100
0 1 2 3 4 5 6 7 8 9 10
SH = 1 : 100
R R
TM TA
IP
L
TL a

CROSS SECTION
STA 0+000 S/D 0+125
1:150
104
104
106 106
108 108
0+000
106.34
106.97
102
102
104 104
0+025
103.74
104.38
100
103
102
0+050
101.12
100 100
102 102
0+075
100.46
101.08
98
98
100 100
0+100
99.81
100.38
98 98
100 100
0+125
99.03
99.66
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
106.29106.28 106.29 106.29
106.91106.24 106.91 106.24
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
99
101
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
103.70103.64 103.77 103.80
104.32 104.32 103.66
100.99100.95 101.16 101.19
102.00101.94100.95 101.94 101.19
100.46100.40 100.45 100.45
101.02100.36 101.02 100.09
99.0098.89 99.08 99.11
99.6098.94 99.60 98.94
99.6699.61 99.80 99.91
100.3199.65 100.31 99.65
1:150
2.00 3.00 3.00 2.00 2.00 3.00 3.00 2.00
2.00 3.00 3.00 2.00 2.00 3.00 3.00 2.00
2.00 3.00 3.00 2.00 2.00 3.00 3.00 2.00
103.64

CROSS SECTION
STA 0+300 S/D 0+425
1:150
100 100
102 102
0+300
100.63
101.13
100 100
102 102
0+325
100.58
101.83
100 100
102 102
0+350
100.56
102.51
102 102
104 104
0+375
102.58
103.78
104 104
106 106
0+400
104.68
106.20
106
106
108 108
110 110
0+425
108.06
108.91
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
100.84101.04 100.50 100.46
101.07100.40 101.07 100.40
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
100.82101.01 100.61 100.65
101.77101.10 101.77 101.10
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
100.41100.34 100.68 100.71
102.46100.34 102.46 101.79
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
102.70102.75 102.55 102.60
103.72103.05 103.72 103.05
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
104.80104.82 104.66 104.67
106.15105.48 106.15 105.48
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
108.19108.25 108.16 108.20
108.85108.18 108.85 108.18
2.00 3.00 3.00 2.00 2.00 3.00 3.00 2.00
2.00 3.00 3.00 2.00 2.00 3.00 3.00 2.00
2.00 3.00 3.00 2.00 2.00 3.00 3.00 2.00

CROSS SECTION
STA 0+450 S/D 0+575
1:150
110 110
112 112
0+450
111.64
111.32
110 110
112 112
0+475
111.31
111.94
110
112
0+500
110.77
108 108
110 110
0+525
108.37
104
104
106 106
108 108
0+550
106.27
106.16
102
102
104 104
106 106
0+575
103.84
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
111.59111.55 111.70 111.77
111.26110.59 111.06 110.59
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
111.31111.16 111.41 111.47
111.88111.21 111.88 111.21
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
110
112
110.34 110.58
110.67 110.67
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
108.39 108.61
108.37 108.37
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
106.32106.34 106.35 106.40
106.07106.34 106.06 106.40
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
103.76 104.02 104.07
103.75 103.75
2.00 3.00 3.00 2.00 2.00 3.00 3.00 2.00
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
110.77 108.37
103.84 104.07

CROSS SECTION
STA 0+600 S/D 0+725
1:150
100
100
102 102
104 104
0+600
101.42
102.41
102 102
104 104
0+625
102.94
102.93
102 102
104 104
106 106
0+650
104.21
102.83
102 102
104 104
0+675
102.71
102.71
100
100
102 102
104 104
0+700
101.30
103.25
102 102
104 104
0+725
102.60
103.79
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
101.51101.53 101.52 101.59
102.31101.53 102.31 101.59
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
0.89
103.90 103.07 103.11
102.83 102.83 103.11
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
104.16 104.21104.12 104.33
104.12 102.73 102.73 104.33
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
0.94
102.64 102.86 102.91
102.61 102.61 102.91
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
101.23101.19 101.34 101.41
103.15101.19 103.15 101.33
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
102.48102.45 102.72 102.74
103.70102.45 103.70 102.72
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
0.710.77
2.00 2.25
1.89 1.74 1.24 1.00

CROSS SECTION
STA 0+750 S/D 0+875
1:150
102
102
104 104
106 106
0+750
103.77
104.33
104 104
106 106
0+775
104.88
105.29
104 104
106 106
0+800
105.88
104.88
104 104
106 106
0+825
105.25
104.88
104 104
106 106
0+850
104.89
105.13
106 106
108 108
0+875
106.22
106.84
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
103.69103.68 103.82 103.84
104.23 104.23 103.84
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
0.84
104.70 104.98 105.00
104.77 104.77 105.00
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
105.68105.60 105.88 105.93
104.78105.60 104.78 105.93
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
1.18 1.20
105.29105.32 105.39 105.39
104.78105.32 104.78 105.39
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
104.95 104.85
105.03 105.03
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
106.25106.27 106.15 106.14
106.74106.27 106.74 106.14
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
1.43
1.76
0.55 0.44
0.47 0.60

CROSS SECTION
STA 0+900 S/D 1+025
1:150
106
106
108 108
110 110
0+900
107.32
109.02
110
110
112 112
114 114
0+925
112.10
112.51
114
114
116 116
118 118
0+950
116.68
116.23
118 118
120 120
122 122
124 124
0+975
121.51
119.95
122
122
124 124
126 126
128 128
1+000
125.69
123.66
126 126
128 128
1+025
127.12
126.68
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
107.46107.52 107.39 107.45
108.92107.44 108.92 107.45
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
111.99111.98 112.19 112.19
112.41111.98 112.41 112.19
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
1.27
117.03117.13 116.73 116.78
116.13117.13 117.13 115.78
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
121.75 121.38
119.85 119.85
121.43122.14
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
125.98126.35 125.66 125.70
123.56 123.56
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
127.16127.23 127.20 127.20
126.58127.23 126.58 127.20
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
1.40 1.47
1.62
2.94 2.20
121.43
3.40 2.75
126.35 125.70
1.26 1.21

CROSS SECTION
STA 1+050 S/D 1+175
1:150
126 126
128 128
130 130
1+050
128.33
127.09
126 126
128 128
1+075
127.11
127.11
124 124
126 126
128 128
1+100
125.92
125.93
124
124
126 126
128 128
1+125
126.02
125.92
124 124
126 126
1+150
125.13
125.49
124 124
126 126
1+175
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
128.64128.86 128.35 128.39
126.99128.86 126.99 128.39
127.50127.57 127.15 127.16
126.99127.57 126.99 127.16
126.28126.40 125.92 125.94
125.83 125.83
126.21126.52 125.65
125.82 125.82
125.24125.32 125.14 125.14
125.39124.79 125.39 124.79
124.40
124.81
124.57124.64 124.28 124.29
124.71124.03 124.71 124.03
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
2.48 2.05 1.19
0.78
1.311.18
0.73
1.15
0.65
1.16
0.72
126.41

CROSS SECTION
STA 1+200 S/D 1+325
1:150
120
120
122 122
124 124
1+200
123.41
122.75
118
118
120 120
122 122
1+225
120.25
119.79
116 116
118 118
1+250
117.23
117.23
114 114
116 116
1+275
114.43
114.51
110
110
112 112
114 114
1+300
110 110
112 112
1+325
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
123.54123.74 123.41 123.44
121.65123.74 121.65 123.44
120.35 120.28
119.69 119.69
120.50 120.32
114.55114.67 114.47 114.49
114.41 114.41
111.79
111.99
111.78 111.80
111.89 111.89
110.71
111.00110.90 110.90
110.62 110.78 110.71
117.13 117.13
117.28 117.20117.39
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
2.39 1.63 1.31
1.15 1.23
0.66
1.07
1.84

CROSS SECTION
STA 1+350 S/D 1+475
1:150
108
108
110 110
1+350
109.60
109.99
108 108
110 110
1+375
109.12
109.12
108 108
110 110
1+400
108.54
108.94
108 108
110 110
1+425
109.55
109.55
110 110
112 112
1+450
110.48
111.59
112 112
114 114
116 116
1+475
112.71
114.32
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
109.57 109.60 109.62
109.89 109.89 109.02
109.07 109.17
108.53 108.55
108.84 108.84
109.50 109.58
109.45 109.45
110.41 110.48
111.49
112.55 112.82
114.22 114.22
112.51 112.54
109.02
109.17
109.58
110.41
111.49
110.48
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
0.80 0.82
0.82
1.36
1.831.27 0.91

CROSS SECTION
STA 1+500 S/D 1+625
1:150
114 114
116 116
118 118
1+500
114.74
117.04
116 116
118 118
120 120
1+525
118.09
119.73
120 120
122 122
124 124
1+550
121.22
122.43
124 124
126 126
128 128
1+575
126.25
125.12
126
126
128 128
130 130
132 132
1+600
130.10
127.81
130 130
132 132
134 134
1+625
131.82
130.49
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
114.74114.61 114.73 114.73
116.96 116.96
118.28 117.92118.50 117.82
119.63 119.63
121.44121.50 120.98121.00
122.33 122.33
126.80 125.98127.01 125.88
125.02 125.02
132.27132.87 131.56 131.64
130.39 130.39
130.56 130.25131.94 130.53
127.71 127.71
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
2.46 2.12 0.87 1.84
2.65 1.60
3.22 2.15
0.68
1.11
4.21 3.55

CROSS SECTION
STA 1+650 S/D 1+775
1:150
132 132
134 134
136 136
1+650
133.18
132.74
130
130
132 132
134 134
1+675
132.33
132.33
130
130
132 132
134 134
1+700
131.48
131.48
128 128
130 130
132 132
1+725
129.68
129.67
126 126
128 128
130 130
1+750
127.86
127.36
124 124
126 126
1+775
124.77
124.77
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
131.66 131.65131.71 131.83
131.38 131.38
132.88 132.29133.02 132.28
132.23 132.23
0.85
133.76 133.14134.01 133.13
132.64 132.64
129.86 129.86
128.03128.15 127.98 128.02
127.26 127.26
124.43 125.14 125.27
124.67 124.67
1.32
129.86
129.57
129.86
129.57
5.00 5.00
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
1.082.36 1.52
1.221.07
1.631.63
1.291.05
5.00 5.00

CROSS SECTION
STA 1+800 S/D 1+925
1:150
120 120
122 122
124 124
1+800
116 116
118 118
120 120
1+825
119.22
119.71
114 114
116 116
118 118
1+850
115.96
117.97
114 114
116 116
118 118
1+875
114.66
116.24
114 114
116 116
118 118
1+900
114.42
116.82
118 118
120 120
1+925
119.12
119.23
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
122.03
122.03
121.75 122.39
121.97 121.97
122.61
119.01118.95 119.47
119.61 119.61
115.93114.72 116.02 115.92
117.87 117.87
114.50114.57 115.23 115.24
116.14 116.14
114.62114.83 114.39 114.51
116.72 116.72
119.29 118.90
119.13 119.13
5.00 5.00
5.00 5.00
5.00 5.005.00 5.00
5.00 5.00 5.00 5.00
1.68
0.95
1.001.522.073.39
2.101.75

CROSS SECTION
STA 1+950 S/D 2+075
1:150
120 120
122 122
124 124
126 126
1+950
123.24
121.94
124 124
126 126
128 128
130 130
1+975
126.39
124.62
126 126
128 128
130 130
132 132
2+000
129.30
127.29
128 128
130 130
2+025
126
126
128 128
130 130
2+050
128.30
128.53
126
126
128 128
130 130
2+075
128.24
128.32
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
123.16 123.32 124.00123.57
121.84 121.84
126.31126.09 126.50 127.82
124.52 124.52
129.25129.12 129.34 131.03
127.19 127.19
128.82
128.82
128.78 129.83 129.74
128.72 128.72
128.29 128.26
128.43 128.43
128.20 128.27
128.22 128.22
5.00 5.00 5.00 5.00
5.00 5.00
5.00 5.00
5.00 5.00 5.00 5.00
4.292.52 4.421.66
1.97
1.53
4.88

CROSS SECTION
STA 2+100 S/D 2+225
1:150
128 128
130 130
2+100
128.05
128.55
128 128
130 130
132 132
2+125
129.95
128.87
128 128
130 130
132 132
134 134
2+150
131.04
128.81
126 126
128 128
2+175
120 120
122 122
124 124
2+200
122.23
123.73
118 118
120 120
122 122
2+225
119.53
121.22
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
128.07 128.08
128.45 128.45
129.67 130.20 130.47
128.77 128.77
129.68
130.85130.88 131.24 131.94
128.71 128.71
126.57
126.47
126.62 126.51
126.37 126.37
122.22122.04 122.23 122.24
123.63 123.63
119.36119.37 119.60 119.60
121.12 121.12
126.51126.62
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
5.00 5.005.00 5.00
2.531.59
4.322.90 1.051.06
1.611.821.641.88

CROSS SECTION
STA 2+250 S/D 2+375
1:150
116 116
118 118
120 120
2+250
117.06
118.94
116
116
118 118
120 120
2+275
117.98
117.98
118 118
120 120
2+300
118.78
118.96
118
118
120 120
122 122
2+325
120.20
119.93
120 120
122 122
2+350
121.55
120.91
120
120
122 122
124 124
2+375
121.88
121.88
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
117.06117.02 117.06 117.08
118.84 118.84
117.97 117.99
117.88 117.88
118.74 118.82
118.86 118.86
120.11 120.18
119.83 119.83
121.54121.54 121.56 121.60
120.81 120.81
121.87 122.03
121.78 121.78
120.11 120.18
122.03
5.00 5.00 5.00 5.00
5.00 5.005.00 5.00
5.00 5.00 5.00 5.00
1.811.87
1.02 0.91
1.501.31 1.13

CROSS SECTION
STA 2+400 S/D 2+525
1:150
120
120
122 122
124 124
2+400
122.11
121.79
120 120
122 122
124 124
2+425
121.69
121.33
118 118
120 120
122 122
2+450
120.70
118.70
114 114
116 116
118 118
2+475
116.72
114.88
110 110
112 112
114 114
2+500
112.85
111.05
106
106
108 108
110 110
2+525
108.30
108.35
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
122.11 122.15
121.69 121.69
122.35
121.46121.46 122.07 122.25
121.23 121.23
120.70 120.70120.58 121.68
118.60 118.60
116.66116.34 117.03 117.07
114.78 114.78
112.95112.74 112.74 112.65
110.95 110.95
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
108.41 108.18
108.25 108.25
122.11
5.00 5.00
5.00 5.00
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
1.670.95
1.94
0.78
2.212.62
2.33 3.70 2.15 2.98

CROSS SECTION
STA 2+550 S/D 2+675
1:150
102
102
104 104
106 106
2+550
103.65
105.65
100 100
102 102
104 104
2+575
101.05
103.05
96
96
98 98
100 100
102 102
2+600
100 100
102 102
104 104
2+625
101.96
103.58
104 104
106 106
108 108
2+650
105.17
106.54
108 108
110 110
112 112
114 114
2+675
109.50
109.73
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
JARAK (m)
103.67103.63 103.68 103.82
105.55 105.55
100.94100.95 101.08 101.23
102.95 102.95
98.62
101.96
98.6298.56 98.62 98.01
101.86 101.86
101.95101.89 101.85 101.70
103.48 103.48
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
105.20 105.04 104.92
106.44 106.44
110.09110.58 109.31 109.28
109.63 109.63
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
1.602.02 1.892.10
4.053.41 2.131.20
0.53
2.141.66

CROSS SECTION
STA 2+700 S/D 2+825
1:150
112
112
114 114
116 116
2+700
113.64
114.29
116
116
118 118
120 120
2+725
118.08
118.87
120
120
122 122
124 124
126 126
2+750
122.29
122.29
124 124
126 126
128 128
130 130
2+775
126.51
125.32
126
126
128 128
130 130
132 132
2+800
130.38
128.20
128 128
130 130
132 132
134 134
2+825
131.12
130.03
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
113.65 113.57
114.19 114.19
118.52118.74 117.93 117.85
118.77 118.77
122.29 122.24
122.19 122.19
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
127.26127.86 126.37 126.20
125.22 125.22
130.96132.67 130.15 129.96
128.10 128.10
131.11132.31 131.07 131.05
129.97 129.97
113.57
5.00 5.005.00 5.00
5.00 5.00 5.00 5.00
5.00 5.005.00 5.00
0.78
1.061.34
3.40 1.47
2.48 2.83 1.69
122.29
2.04
5.19

CROSS SECTION
STA 2+850 S/D 2+975
1:150
130 130
132 132
2+850
131.69
131.22
128 128
130 130
132 132
2+875
129.68
129.68
126
126
128 128
130 130
2+900
128.22
129.09
128 128
130 130
132 132
2+925
129.15
130.22
128
128
130 130
132 132
134 134
2+950
130.22
132.22
134 134
136 136
2+975
135.48
135.43
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
131.71131.69 131.67 131.65
131.12 131.12
129.37 129.83
129.58 129.58
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
128.23 128.20
128.99 128.99
129.16 129.14129.15 129.16
130.12 130.12
130.21130.10 130.23 130.25
132.12 132.12
135.38 135.57
135.33 135.33
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
5.00 5.005.00 5.00
1.131.15
0.81
1.05
1.912.17

CROSS SECTION
STA 3+000 S/D 3+125
1:150
138 138
140 140
142 142
3+000
140.42
138.64
138
138
140 140
142 142
3+025
141.93
139.97
140 140
142 142
144 144
3+050
143.31
140.82
138 138
140 140
142 142
3+075
139.71
138.73
134
134
136 136
138 138
3+100
136.14
136.14
130
130
132 132
134 134
3+125
132.06
133.21
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
140.43 140.45
138.54 138.54
140.01 140.63
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
141.92 142.04141.80 142.11
139.87 139.87
143.23 143.39
140.72 140.72
142.95 143.40 139.73139.67 139.86 139.96
138.63 138.63
136.99 136.26
136.04 136.04
131.90 132.08131.88 132.11
133.11 133.11
136.26
5.00 5.00 5.00 5.00
5.00 5.005.00 5.00
5.00 5.00 5.00 5.00
2.902.472.752.13
2.83 3.27 1.12 2.00
1.101.20
0.92

CROSS SECTION
STA 3+150 S/D 3+275
1:150
128 128
130 130
132 132
3+150
128.28
130.28
126 126
128 128
130 130
3+175
127.16
128.16
124 124
126 126
128 128
3+200
126.03
125.97
122 122
124 124
126 126
128 128
3+225
125.04
124.03
120 120
122 122
124 124
126 126
3+250
123.96
122.02
118
118
120 120
122 122
3+275
120.02
120.02
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
123.82123.41 124.19 125.33
121.98 121.98
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
119.78 120.40 120.56
119.98 119.98
130.18 130.18
128.27 128.21128.23 128.29
125.87125.87
126.11126.27 125.97
127.23
128.06 128.06
127.22 127.22
123.97
125.21 125.12125.45
123.97
125.87
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
2.02 2.07 0.91
2.542.121.44
4.082.08 1.35

CROSS SECTION
STA 3+300 S/D 3+425
1:150
114
114
116 116
118 118
3+300
116.17
116.39
110
110
112 112
114 114
3+325
111.48
112.76
106 106
108 108
110 110
3+350
107.13
109.13
106 106
108 108
3+375
106.56
107.70
106 106
108 108
3+400
106.27
107.70
108 108
110 110
112 112
3+425
109.99
109.99
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
106.33 106.26106.36 106.32
107.60 107.60
106.32 106.73106.25 106.79
107.60 107.60
107.13106.94 107.14 107.25
109.03 109.03
111.22 111.69111.25 111.54
112.66 112.66
116.17 116.18
116.28 116.28
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
111.17 110.00 109.86
109.89 109.89
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
0.991.47
1.692.30 1.47
0.82
1.911.191.44

CROSS SECTION
STA 3+450 S/D 3+575
1:150
112 112
114 114
116 116
3+450
113.51
112.51
114 114
116 116
118 118
3+475
117.26
114.89
114 114
116 116
118 118
3+500
116.32
115.21
114 114
116 116
3+525
115.30
115.28
112 112
114 114
3+550
113.22
113.34
110
110
112 112
114 114
3+575
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
112.41 112.41
113.51114.40 113.52 113.55
117.80 117.24118.71 117.18
114.79 114.79
116.30116.34 116.27 116.28
115.11 115.11
115.29 115.30
115.18 115.18
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
113.25 113.29
113.24 113.24
111.37
112.18
111.36111.34 111.40 111.42
112.08 112.08
5.00 5.00
5.00 5.00
5.00 5.005.00 5.00
5.00 5.00 5.00 5.00
4.58 2.97
1.793.58
0.620.83

CROSS SECTION
STA 3+600 S/D 3+725
1:150
112 112
114 114
3+600
112.60
112.59
108
108
110 110
112 112
3+625
110.57
109.95
106 106
108 108
110 110
112 112
3+650
102
102
104 104
106 106
3+675
103.99
104.47
98
98
100 100
102 102
3+700
99.46
101.46
96 96
98 98
100 100
3+725
96.86
98.76
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
112.51 112.71112.55 112.72
112.49 112.49
110.52110.64 110.67 110.70
109.85 109.85
108.30
107.29
109.38110.39 108.30 108.40
107.19 107.19
104.84105.29 103.77 103.79
104.37 104.37
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
99.6599.89 99.47 99.46
101.36 101.36
96.9997.02 96.67 96.71
98.66 98.66
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
5.00 5.005.00 5.001.21 1.96 1.66 1.96
1.51
0.51
3.79 1.80
0.80 0.85
1.39 1.45

CROSS SECTION
STA 3+750 S/D 3+875
1:150
92
92
94 94
96 96
3+750
92
92
94 94
96 96
3+775
94.13
95.12
92
92
94 94
96 96
3+800
94.16
94.16
94 94
96 96
3+825
94.63
95.11
94 94
96 96
98 98
3+850
95.20
97.00
96
96
98 98
100 100
3+875
98.38
99.38
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
94.08
96.28
94.0894.04 94.07 94.03
96.18 96.18
94.1194.09 94.09 94.07
95.02 95.02
94.16 94.16
94.06 94.06
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
94.56 94.60 94.59
95.01 95.01
94.57
95.2095.18 95.18 95.15
96.90 96.90
98.4398.45 98.34 98.32
99.28 99.28
5.00 5.00 5.00 5.00
5.00 5.005.00 5.00
5.00 5.00 5.00 5.001.79 1.77
0.78
1.13
0.50 0.45
0.97 0.992.212.20

CROSS SECTION
STA 3+900 S/D 4+025
1:150
100 100
102 102
3+900
101.26
101.16
102 102
104 104
3+925
102.94
102.94
102
102
104 104
106 106
3+950
104.42
103.75
104 104
106 106
3+975
104.84
104.56
104 104
106 106
108 108
4+000
105.36
105.36
104
104
106 106
108 108
4+025
106.10
105.54
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
101.26 101.26
101.06101.06
102.87 102.97
102.84 102.84
104.87105.34 104.42 104.44
103.65 103.65
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
104.46 104.46
104.82104.82 104.89 104.90
105.31 105.31
105.31 106.00 106.35
105.48 105.48
105.73 106.04 106.20105.66
5.00 5.005.00 5.00
5.00 5.00 5.00 5.00
5.00 5.005.00 5.00 1.37
0.82
1.72
2.31 1.45 0.96 1.09

CROSS SECTION
STA 4+050 S/D 4+175
1:150
104
104
106 106
4+050
105.72
105.73
102
102
104 104
4+075
103.54
103.54
100
100
102 102
104 104
4+100
101.45
102.08
100
100
102 102
104 104
4+125
101.90
101.90
100
100
102 102
104 104
4+150
102.34
102.34
102
102
104 104
106 106
4+175
103.45
103.45
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
105.63 105.63
105.75 105.69105.74 105.68
103.44 103.44
103.54 103.49
0.65 0.61
101.42101.42 101.46 101.47
101.92 102.92
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
103.35 103.35
103.54103.63 103.59 103.79102.33102.37 102.37 102.40
102.24 102.24
101.87101.95 101.90 101.88
101.80101.80
5.00 5.00
5.00 5.005.00 5.00
5.00 5.00 5.00 5.00
1.26 0.86
1.16 1.54
0.63 0.56
1.02
0.73
0.600.70

CROSS SECTION
STA 4+200 S/D 4+325
1:150
102
102
104 104
106 106
4+200
104.28
104.27
100
100
102 102
104 104
4+225
102.48
102.34
100 100
102 102
104 104
4+250
100.41
100.41
96
96
98 98
100 100
4+275
97.21
97.39
94
94
96
96
4+300
94.42
95.42
94 94
96 96
4+325
95.07
95.07
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
102.61103.60 103.44 103.64
102.24 102.24
104.52104.74 105.29 105.99
104.17 104.17
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
100.31 100.31
100.43100.56 100.53 100.72
97.29 97.29
97.0798.06 97.58 97.64
95.32 95.32
94.40 94.41 94.4094.37
94.9394.93
95.05 95.02
5.00 5.005.00 5.00
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.001.06 1.01
2.02 1.53 1.39 0.96
1.96 1.991.19 2.43

CROSS SECTION
STA 4+350 S/D 4+475
1:150
94
94
96 96
98 98
4+350
95.83
96.08
98 98
100 100
102 102
4+375
99.61
98.54
100 100
102 102
104 104
4+400
101.69
101.24
102
102
104 104
106 106
108 108
4+425
105.24
103.94
10
104
104
106 106
108 108
110 110
4+450
106.94
106.12
104 104
106 106
4+475
105.18
105.18
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
95.91 95.83
95.92 98.4498.44
100.07100.17
98.71 98.74
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
101.14 101.14
101.85101.94 101.54 101.49 105.83106.02 104.52 104.35
103.84 103.84
106.02106.02
106.99108.11 107.00 106.99 105.45 105.34105.25 105.32
105.08105.08
95.91
95.92
5.00 5.005.00 5.00
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00 0.940.982.71
1.57
2.25
0.84
2.81 1.14
0.88
2.361.66

CROSS SECTION
STA 4+500 S/D 4+625
1:150
100
100
102 102
104 104
4+500
101.96
102.44
98 98
100 100
4+525
98.35
99.69
94 94
96 96
98 98
4+550
95.16
96.95
94 94
96 96
4+575
94.37
94.61
92
92
94 94
4+600
93.67
92
92
94 94
4+625
93.72
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
102.34 102.34
102.05 101.96
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
99.0599.11 98.3598.18
99.59 99.59
94.50 94.3395.3295.42 95.01 94.84
94.51 94.51
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.001.46
1.86
96.85 96.85
0.54
1.27

CROSS SECTION
STA 4+650 S/D 4+775
1:150
92 92
94 94
4+650
93.25
90
90
92 92
94 94
4+675
92.16
90 90
92 92
4+700
90.79
88
88
90 90
92 92
4+725
90.42
88
88
90 90
92 92
4+750
90.10
88
88
90 90
92 92
4+775
90.20
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00

CROSS SECTION
STA 4+800 S/D 4+925
1:150
88
88
90 90
92 92
4+800
90.21
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
℄
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
87
88
89
90
91
92
4+825
90.01
4+850
89.81
4+875
89.82
4+900
89.82
4+925
90.07
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
87
89
91
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄

CROSS SECTION
STA 4+950 S/D 5+075
1:150
4+950
90.24
4+975
90.27
5+000
90.25
5+025
90.26
5+050
90.23
5+075
89.78
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄

CROSS SECTION
STA 5+100 S/D 5+225
1:150
5+100
90.24 90.242
5+125
90.13
5+150
90.01
5+175
90.08
5+200
90.10
5+225
90.16
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄

CROSS SECTION
STA 5+250 S/D 5+375
1:150
5+250
90.21
5+275
90.20
5+300
90.19
5+325
90.20
5+350
90.19
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
5+375
90.04
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄

CROSS SECTION
STA 5+400 S/D 5+525
1:150
5+400
90.04
5+425
89.91
5+450
89.76
5+475
89.73
5+500
89.36
5+525
88.62
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄

CROSS SECTION
STA 5+550 S/D 5+675
1:150
5+550
90.13
5+575
89.93
5+600
89.63
5+625
89.74
5+650
89.78
5+675
89.77
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄

CROSS SECTION
STA 5+700 S/D 5+825
1:150
5+700
89.75
5+725
89.82
5+750
89.85
5+775
89.83
5+800
89.80
5+825
89.83
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄

CROSS SECTION
STA 5+850 S/D 5+975
1:150
5+850
89.78
5+875
89.59
5+900
89.41
5+925
89.40
5+950
89.40
5+975
89.58
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄

90
92
6+075
90.68
90.74
92
94
6+100
92.39
92.386
92
94
96
6+125
93.68
93.68
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
94.09 93.87
93.57 93.57
92.53 92.59
92.30 92.30
90.54 90.84
90.64 90.64
90
92
92
94
92.53 92.53
92
96
94.10 93.91
CROSS SECTION
STA 6+000 S/D 6+125
1:150
6+000
89.65
6+025
89.00
6+050
89.11
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
3.00 3.00
℄
90.87
5.00 5.00
5.00 5.00 5.00 5.000.91 1.06 1.30 1.03
0.91

92
94
96
6+150
93.84
93.68
92
94
96
6+175
93.82
93.82
92
94
6+200
93.32
93.32
90
92
94
6+225
92.15
92.15
88
90
92
6+250
89.83
89.83
86
88
90
6+275
88.60
89.60
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
88.26
89.5089.50
89.91 89.75
89.7389.73
92.07 92.23
92.05 92.05
93.19 93.47
93.2293.22
93.66 93.97
93.7293.72
93.92 94.03
93.5893.58
CROSS SECTION
STA 6+150 S/D 6+275
1:150
93.92 94.08
92
94
96
92
94
96
94.03
92
94
93.47
90
92
94
92.27
88
90
92
89.87
86
88
90
88.29
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.000.88 1.33
1.011.09 1.18
0.810.96
89.09

90
92
6+300
90.90
90.90
92
94
6+325
92.91
92.90
94
96
6+350
94.05
94.047
94
96
6+375
94.77
94.77
94
96
6+400
94.43
94.43
92
94
96
6+425
93.88
93.88
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
87,00
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
94.05 93.71
93.7893.78
94.49 94.26
94.33 94.33
94.78 94.74
94.72 94.72
93.99 94.07
94.047 94.047
92.79 93.03
92.8092.80
91.01 90.83
90.80 90.80
CROSS SECTION
STA 6+300 S/D 6+425
1:150
90
92
90.99
92
94
93.04
94.08
94
96
0.71
94
96
94
96
92
94
96
94.1194.49
94.37
5.00 5.00
5.00 5.00
5.00 5.00
5.00 5.00
5.00 5.00
5.00 5.00
0.79 0.97
0.98

92
94
6+450
93.12
93.12
92
94
6+475
92.82
92.82
92
94
96
6+500
93.65
93.65
92
94
96
6+525
93.80
93.80
90
92
94
6+550
91.83
91.83
88
90
92
6+575
90.30
90.30
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
90.70 89.91
90.2090.20
92.12 91.58
91.73 91.73
93.90 93.68
93.70 93.70
93.80 93.54
93.55 93.55
92.00 92.62
92.7292.72
93.32 92.97
93.02 93.02
CROSS SECTION
STA 6+450 S/D 6+575
1:150
92
94
93.37
92
94
93.04
92
94
96
93.84 93.99
92
94
96
90
92
94
92.25
88
90
92
90.78
5.00 5.00 5.00 5.00
5.00 5.005.00 5.00
5.00 5.00 5.00 5.001.28 1.33
1.001.00
1.00 1.02

90
92
6+600
89.83
89.83
88
90
6+625
89.42
89.42
88
90
6+650
89.09
89.05
88
90
6+675
88.67
88.67
88
90
6+700
88.20
88.20
86
88
90
6+725
87.84
88.17
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
87.70 88.00
88.07 88.07
87.99 88.38
88.10 88.10
88.41 88.93
88.57 88.57
89.01 89.15
88.9588.95
89.59 89.26
89.32 89.32
90.12 89.57
89.73 89.73
CROSS SECTION
STA 6+600 S/D 6+725
1:150
90
92
90.17
88
90
89.55
0.85
88
90
89.18
88
90
88.95
88.40
88
90
86
88
90
5.00 5.00 5.00 5.00
5.00 5.005.00 5.00
5.00 5.00 5.00 5.000.95
0.92 1.09
1.13

86
88
90
6+750
87.95
88.14
86
88
90
6+775
88.05
88.12
86
88
90
6+800
87.94
88.09
86
88
90
6+825
87.97
88.06
86
88
90
6+850
88.56
88.03
86
88
90
92
6+875
88.87
88.01
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
87,00
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
88.28 89.47
87.01 87.01
88.24 88.91
87.93 87.93
87.96 88.0187.79 88.04
87.99 87.99
87.76 88.32
88.0288.02
87.75 88.21
88.04 88.04
CROSS SECTION
STA 6+750 S/D 6+875
1:150
86
88
90
88.21
86
88
90
88.36
86
88
90
86
88
90
87.96 87.96
88
90
86
88.95
86
88
90
92
89.75
5.00 5.00 5.00 5.00
5.00 5.005.00 5.00
5.00 5.00 5.00 5.001.77 2.69
0.96 1.08

86
88
90
6+900
88.35
87.98
86
88
90
6+925
87.73
87.95
84
86
88
6+950
86.42
87.92
84
86
88
6+975
85.49
87.90
84
86
88
7+000
85.64
87.87
84
86
88
7+025
86.18
87.84
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
86.11 86.26
87.74 87.74
85.48 85.88
87.77 87.77
85.21 85.94
87.80 87.80
86.98 88.47
87.8587.89
87.72 89.09
87.88 87.88
CROSS SECTION
STA 6+900 S/D 7+025
1:150
86
88
90
89.34
86
88
90
88.60
87.82 87.82
85.92 86.99
84
86
88
85.66 87.08
84
86
88
85.08 86.00
84
86
88
85.37 85.91
84
86
88
86.03 86.33
86.98
87.85
5.00 5.005.00 5.00
5.00 5.00 5.00 5.00
5.00 5.005.00 5.002.45 1.391.741.84
2.34
0.60
2.83 1.65
1.31 1.70

86
88
90
7+050
87.82
87.82
86
88
90
7+075
88.43
88.43
84
86
88
90
7+100
86.36
88.00
84
86
88
7+125
84.69
87.57
82
84
86
88
7+150
83.59
87.14
7+175
83.18
86.71
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
82.86 83.49
86.61 86.61
83.35 84.04
87.04 87.04
84.43 85.00
87.47 87.47
86.17 86.79
87.90 87.90
88.05 88.85
88.33 88.33
87.48 88.10
87.72 87.72
CROSS SECTION
STA 7+050 S/D 7+175
1:150
86
86
88
90
88.15 88.91
86
88
90
84
86
88
90
86.11 86.84 84.37 85.12
84
86
88
83.24 84.21
82
84
86
88
82.74
84
83.69
82
86
82
88
84
88
5.00 5.00 5.00 5.00
5.00 5.005.00 5.00
5.00 5.005.00 5.003.80 2.84 2.933.88
3.11 2.361.80 1.00
1.02 1.19

82
84
86
88
7+200
84.13
86.28
84
86
7+225
84.96
85.85
84
86
7+250
85.42
85.42
84
86
88
7+275
85.62
85.42
84
86
88
7+300
85.29
85.42
84
86
7+325
84.79
85.42
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
84.30
85.2
85.75 84.86
85.32 85.32
85.99 85.27
85.32 85.32
85.63 85.19
85.32 85.32
85.09 84.84
85.75 85.7584.02 84.20
86.18 86.18
CROSS SECTION
STA 7+200 S/D 7+325
1:150
84
82
84.01
88
86
84.19
84
0.71
86
85.10 84.83
84
86
0.92
0.93
85.65
84
86.06
88
86
85.79
8484
86
88
86
84.2384.83 85.29
85.32
5.00 5.00
5.00 5.00
5.00 5.00 5.00 5.00
5.00 5.00 5.00 5.001.08
0.49
1.09
1.36
2.18 2.01

82
84
86
7+350
83.78
85.421
82
84
86
7+375
83.09
85.42
82
84
86
7+400
82.97
85.42
82
84
86
7+425
83.18
85.42
82
84
86
7+450
84.30
85.421
84
86
88
7+475
85.23
85.42
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
82
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
77,00
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
85.74 84.77
85.32 85.32
84.50 84.08
85.32 85.32
83.22 83.16
85.32 85.32
83.03 82.92
85.37 85.37
83.25 82.95
85.32 85.32
89.20 83.42
CROSS SECTION
STA 7+350 S/D 7+475
1:150
82
86
84
83.32 82.92
84
82
83.03
86
82.89 83.22 83.13
84
82
86
82
84
86
84.53 84.04
0.83 1.29
85.80 84.74
0.58
84
88
86
81.48
85.36
83.16
85.36
5.00 5.00
5.00 5.00
5.00 5.00
5.00 5.00
5.00 5.00
5.00 5.00 1.09
2.191.952.29 2.43
1.12 1.90
2.01 2.40

84
86
88
7+500
85.69
85.42
84
86
88
7+525
85.49
85.42
82
84
86
7+550
83.63
84.68
80
82
84
7+575
82.28
83.94
80
82
84
7+600
82.49
83.20
80
82
84
7+625
82.49
82.46
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
82.95 81.80
82.37 82.37
82.05 82.18
83.11 83.11
82.60 81.99
83.85 83.85
83.99 83.26
84.59 84.59
86.10 84.89
85.31 85.31
86.30 85.32
85.32 85.32
81.88
CROSS SECTION
STA 7+500 S/D 7+625
1:150
86.45
84
86
88
84
86.23
88
86
86
82
84.00
84
83.21 82.68 81.93
80
84
82
84
82
80
0.31
82
80
84
83.34 81.76
84.85
5.00 5.005.00 5.00
5.00 5.00 5.00 5.00
5.00 5.005.00 5.00 1.19 1.59
0.61
0.59
1.38 1.22 1.92
1.74 1.53
0.48

℄
80
82
84
7+650
78
80
82
84
7+675
80.81
80.81
78
80
82
7+700
79.44
79.443
78
80
82
7+718.042
78.46
78.456
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
bidang persamaan
reference level
ELEVASI TANAH ASLI
ORIGINAL GROUND LEVEL
JARAK (m)
DISTANCE (m)
ELEVASI RENCANA
PLAN ELEVATION
℄
81.72
81.72
79.82 79.55
78.37 78.37
80.65 79.58
79.35 79.35
80.75 80.22
80.75 80.75
82.52 80.94
81.63 81.63
80.25 79.8281.05 79.49
81.71 80.2882.71 80.86
CROSS SECTION
STA 7+650 S/D 7+718
1:150
80
82
84
78
82
80
84
78
82
80
78
80
82
5.00 5.00 5.00 5.00
5.00 5.005.00 5.00 2.50 2.072.31 0.81
1.69 0.77 2.00
0.67
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