J A L A N S T A 0 + 0 0 0 - 0 + 7 8 0 A S -B U IL D D R A W IN G
00 0+0
0+
02 5
0+
0 05
0+
07 5
0+
10 0
0+
12 5
0+
15 0
0+
5 17
0+
20 0
0+
22 5
0+
25 0
AK AN
SUN
IBI C GA
TE AN
N
AN JAL
PAN LO
G - B
EN ANT
A LAM
AW AL P EK ER JA AN ST A 0+ 00 0 AW AL P EK ER JA AN JB T. KA LIM AT I
JE MB AT AN K AL IM AT I Ju d u l G a m b ar : D ib u a t O le h :
T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d ya n to T an u s an d ja ja P ro je ct M an ag er S ka la
T a n g N o . L
A S -B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G
0+
27 5
0+
30 0
0+
5 32
0+
35 0
0+
37 5
0+
40 0
0+
42 5
0+
45 0
0+
47 5
0+
0 50
2
AK HIR P EK ER JA AN J BT . K AL IM AT I AW AL P EK ER JA AN J BT . C IBA NT EN Ju d u l G a m b ar : D ib u a t O le h :
T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d ya n to T an u s an d ja ja P ro je ct M an ag er S ka la
T a n g g al N o . L e m b a r : : : A S -B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G N T S
0+
52 5
0+
55 0
0+
57 5
0+
0 60
0+
62 5
0+
0 65
0+
67 5
0+
70 0
0+
5 72
0+
0 78 0+
75 0 0+575
AK HIR P EK ER JA AN J BT . C IBA NT EN JE MB AT AN C IBA NT EN Ju d u l G a m b ar : D ib u a t O le h :
T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d ya n to T an u s an d ja ja P ro je ct M an ag er S ka la
T a n g N o . L
A S -B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G
E le va si R en ca na
E le va si E ks is tin g
S ta tio n 0 + 0 00 0 + 0 25 0 + 0 50 0 + 1 00 0 + 1 50 0 + 1 75 0 + 2 00
19.202 19.202
19.238 18.553
18.539
18.649
18.676
18.400
16.044 19.747
20.257
20.766
21.276
21.560
0 + 2 25 0 + 2 50
21.272 18.830
18.864
18.823
18.745 20.727
20.183
19.638
0 + 1 25 0 + 0 75 4
P O T O N G A N M E M A N J A N G -1 A W A L P E K E R JA A N J B T . K A LIM A T I JE M B A TA N K A LI M A TI Ju d u l G a m b ar : D ib u a t O le h :
T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d ya n to T an u s an d ja ja P ro je ct M an ag er S ka la
T a n g g al N o . L e m b a r : : : A S -B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G 1 :1 00
E le va si R e a lis as i
19.202
19.238
19.747
20.257
20.766
21.276
21.560
21.272
20.727
20.183
19.638
0 + 2 75 0 + 3 00 0 + 3 25 0 + 3 50
18.745
18.718 19.638
19.638
0 + 3 75 0 + 4 00 0 + 4 25 0 + 4 50 0 + 4 75 0 + 5 00
19.638 19.045
18.871
18.924
18.746
18.594
18.478 19.638
19.638
19.638
19.996
20.355
20.714 18.464
18.480 21.072
P O T O N G A N M E M A N J A N G -2 A K H IR P E K E R JA A N JB T . K A LI M A T I A W A L P E K E R JA A N JB T . C IB A N T E N Ju d u l G a m b ar : D ib u a t O le h :
T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d ya n to T an u s an d ja ja P ro je ct M an ag er S ka la
T a n g g N o . L e
A S -B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G
19.638
19.638
19.638
19.638
19.638
19.638
19.996
20.355
20.714
21.072
0 + 5 25 0 + 5 50 0 + 5 75 0 + 6 00 0 + 6 25 0 + 6 50
18.382
18.786
14.511
18.108 21.959
22.973
23.149
22.973
0 + 6 75 0 + 7 00 0 + 7 25 0 + 7 50 0 + 7 80
21.959 18.233
18.380
18.209
18.316
18.366 20.945
20.292
19.639
19.073
18.300 18.916
18.137 18.846
6
P O T O N G A N M E M A N J A N G -3 A K H IR P E K E R JA A N JB T . C IB A N T E N JE M B A TA N C IB A N TE N Ju d u l G a m b ar : D ib u a t O le h :
T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d ya n to T an u s an d ja ja P ro je ct M an ag er S ka la
T a n g g al N o . L e m b a r : : : A S -B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G 1 :1 00
21.95922.973
23.149
22.973
21.959
20.945
20.292
19.639
19.073
18.916
18.846
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)4.001.50 4.001.5034.65 Beton FS 45 T = 25 cmLean Concrete T = 10 cmAgg klas B T = 15 cm
Paving Blok 10 cm Kansteen (Type A1nh) Timbunan Tanah Beton FS 45 T = 25 cmLean Concrete T = 10 cmAgg klas B T = 15 cmTimbunan Tanah EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN
PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH 4.001.50
4.001.50
ST A 0 +0 00
46.724.001.50
4.001.50
4.001.50
4.001.50 Paving Blok 10 cm Kansteen (Type A1nh)
Ju d u l G a m b ar : D ib u a t O le h :
T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d y an to T an u s an d ja ja P ro je c t M a n ag er S ka la
T a n g g al N o . L e
A S - B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G
34.6546.72
34.6546.72
34.6546.72 Box Culvert1.00 x 1.00
19.202
19.202 18.702
19.202 19.202
19.202 18.702 19.202
7 A Ju d u l G a m b ar : D ib u a t O le h : T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d y an to T an u s an d ja ja P ro je c t M a n ag er S ka la
T a n g g al N o . L e m b a r : : : A S - B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G 1 :1 00
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1.5 0
19.202
4 .0 0 1.5 0 17 .7 7
19.202
B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m
Paving Blok 10 cm Kansteen (Type A1nh)
T im bu na n T an ah B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
4 .0 0 1.5 0
4 .0 0 1.5 0
18.702
ST A 0 +0 25
3 6.8 5
1 7.7 7 3 6.8 5
1 7.7 7 3 6.8 5
1 7.7 7 3 6.8 5 4 .0 0 1 .5 0
4 .0 0 1 .5 0
4 .0 0 1 .5 0
4 .0 0 1 .5 0
Paving Blok 10 cm Kansteen (Type A1nh)Box Culvert1.00 x 1.00
19.202 19.202
19.202 18.702 19.202
Box Culvert 1.00x1.00
Ju d u l G a m b ar : D ib u a t O le h : T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d y an to T an u s an d ja ja P ro je c t M a n ag er S ka la
T a n g g al N o . L e
A S - B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
1 0.6 0 4 .0 0 1.5 0 1.6 5 12 .4 8 1 0.6 0 4 .0 0 1.5 0 1 3.2 1 16 .7 4 1.6 7 4 .5 0 12 .4 8
Box Culvert1.00 x 1.00B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m
Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00
T im bu na n T an ah B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
1 0.6 0 4 .0 0 1.5 0 1.6 5 12 .4 8
1 0.6 0 4 .0 0 1.5 0 1.6 5 12 .4 8
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
1 0.6 0
19.567
4 .0 0 1.5 0 1 1.5 7 3.0 0 14 .5 3 1.6 5 4 .4 4 12 .4 8
18.393
19.747
1 0.6 0 4 .0 0 1.5 0 1 1.5 7 3.0 0 14 .5 3 1.6 5 4 .4 4 12 .4 8
Box Culvert1.00 x 1.0018.393 19.747
19.567
18.393
B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m
Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00
T im bu na n T an ah B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
1 0.6 0 4 .0 0 1.5 0 1 1.5 7 3.0 0 14 .5 3 1.6 5 4 .4 4 12 .4 8
1 0.6 0 4 .0 0 1.5 0 1 1.5 7 3.0 0 14 .5 3 1.6 5 4 .4 4 12 .4 8
17.893
19.247
19.247 19.067
19.067 17.893
17.893
17.893
17.893
ST A 0 +0 50 A
ST A 0 +0 50 B 1 3.2 1 16 .7 4 4.5 0
1 3.2 1 16 .7 4 4.5 0
1 3.2 1 16 .7 4 4.5 0
19.567
18.393
19.747
18.393 19.567
19.247 19.067
19.067 17.893
17.893
17.893
9 Ju d u l G a m b ar : D ib u a t O le h : T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d y an to T an u s an d ja ja P ro je c t M a n ag er S ka la
T a n g g al N o . L e m b a r : : : A S - B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G 1 :1 00
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0
18.449
20.257
1 0.6 2 4.0 0 1 .5 0 3 .0 0
20.257
20.077
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
19.577 17.949
ST A 0 +0 75
1 .5 1
1 .5 1
1 .5 1
1 .5 1 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
9 .7 1 7.5 0
7 .5 0
7 .5 0
7 .5 0
20.077 19.577
1 0.8 6
4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
19.757
19.577
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATION
JARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0
18.478 20.047
20.766
1 0.1 1 4.0 0 1 .5 0 3 .0 0
20.766
20.586
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
20.086 17.978
ST A 0 +10 0
1 .5 0
1 .5 0
1 .5 0
1 .5 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
8 .2 4 7 .5 0
7 .5 0
7 .5 0
7 .5 0
20.586 20.086
1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
20.266
20.086
8 .2 4
8 .2 4
8 .2 4 1 0.1 1
1 0.1 1
1 0.1 1
18.449
19.577 17.949
18.449
19.577 17.949
19.757
9 .7 1
9 .7 1
9 .7 1 1 0.6 2
1 0.6 2
1 0.6 2 1 0.8 6
1 0.8 6
1 0.8 6
19.577 18.478
20.086 17.978
18.478 17.978 20.266
20.086
Ju d u l G a m b ar : D ib u a t O le h : T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d y an to T an u s an d ja ja P ro je c t M a n ag er S ka la
T a n g g al N o . L e
A S - B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)4.00
1 .5 0 3 .0 0 1 0.7 6 4.0 0 1.5 0 3 .0 0
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
20.776
ST A 0 +12 5
1 .5 0
1 .5 0
1 .5 0
1 .5 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
7 .5 0
7 .5 0
7 .5 0
7 .5 0 7 .5 0
7 .5 0
7 .5 0
7 .5 0
21.276 20.776
1 0.7 6
1 0.7 6
1 0.7 6 1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
18.200 17.700
ST A 0 +13 2.2
CL
18.200 17.700
21.276 20.776
21.276 20.776
21.276 20.776
20.776
20.776 17.700 18.200
11 Ju d u l G a m b ar : D ib u a t O le h : T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d y an to T an u s an d ja ja P ro je c t M a n ag er S ka la
T a n g g al N o . L e m b a r : : : A S - B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G 1 :1 00
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0 1 0.7 6 4.0 0 1.5 0 3 .0 0
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
20.772
ST A 0 +17 5
1 .5 0
1 .5 0
1 .5 0
1 .5 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
7 .5 0
7 .5 0
7 .5 0
7 .5 0 7 .5 0
7 .5 0
7 .5 0
7 .5 0
21.272 20.772
1 0.7 6
1 0.7 6
1 0.7 6 1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
18.370 17.870
ST A 0 +16 7.7 CL
20.772 17.870 18.370
18.370 17.870 20.772
20.772
20.772 20.772 21.272
21.272
21.272
Ju d u l G a m b ar : D ib u a t O le h : T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d y an to T an u s an d ja ja P ro je c t M a n ag er S ka la
T a n g g al N o . L e
A S - B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0
19.214 20.047
20.727
1 0.7 6 4.0 0 1.5 0 3 .0 0
20.727
20.047
19.214 20.047
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
18.714 18.714
18.714 18.714
ST A 0 +2 00
1 .5 0
1 .5 0
1 .5 0
1 .5 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
7 .5 0
7 .5 0
7 .5 0
7 .5 0 7 .5 0
7 .5 0
7 .5 0
7 .5 0
19.214
20.047 18.714 18.714
1 0.7 6
1 0.7 6
1 0.7 6 1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
19.214
18.714 18.714
19.214
18.714 18.714
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0
19.214 20.047
20.727
1 0.7 6 4.0 0 1.5 0 3 .0 0
20.727
20.047
19.214 20.047
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
18.714 18.714
18.714 18.714
ST A 0 +2 25
1 .5 0
1 .5 0
1 .5 0
1 .5 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
7 .5 0
7 .5 0
7 .5 0
7 .5 0 7 .5 0
7 .5 0
7 .5 0
7 .5 0
19.214
20.047 18.714 18.714
1 0.7 6
1 0.7 6
1 0.7 6 1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
19.214
18.714 18.714
19.214
18.714 18.714
13 Ju d u l G a m b ar : D ib u a t O le h : T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d y an to T an u s an d ja ja P ro je c t M a n ag er S ka la
T a n g g al N o . L e m b a r : : : A S - B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G 1 :1 00
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0 1 0.7 6 4.0 0 1.5 0 3 .0 0
Box Culvert1.00 x 1.0019.638
19.458
18.945
Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
18.245 18.958
18.958
ST A 0 +2 50
1 .5 0
1 .5 0
1 .5 0
1 .5 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
7 .5 0
7 .5 0
7 .5 0
7 .5 0 7 .5 0
7 .5 0
7 .5 0
7 .5 0
19.458 18.958
1 0.7 6
1 0.7 6
1 0.7 6 1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
19.138
18.958
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0
19.214
19.638
1 0.7 6 4.0 0 1.5 0 3 .0 0
19.458
19.214 19.458
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
18.714 18.958
18.714
ST A 0 +2 75
1 .5 0
1 .5 0
1 .5 0
1 .5 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
7 .5 0
7 .5 0
7 .5 0
7 .5 0 7 .5 0
7 .5 0
7 .5 0
7 .5 0
19.214
19.458 18.958 18.714
1 0.7 6
1 0.7 6
1 0.7 6 1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
19.214
19.138 18.714
19.214
19.958 18.714
Box Culvert1.00 x 1.00 Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00 Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00
19.638
18.945
18.945 18.245
18.245 19.138 18.958
19.138
19.638
Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00
Ju d u l G a m b ar : D ib u a t O le h : T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d y an to T an u s an d ja ja P ro je c t M a n ag er S ka la
T a n g g al N o . L e
A S - B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0 1 0.7 6 4.0 0 1.5 0 3 .0 0
Box Culvert1.00 x 1.0019.638
19.458
Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
18.958
18.958
ST A 0 +3 00
1 .5 0
1 .5 0
1 .5 0
1 .5 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
7 .5 0
7 .5 0
7 .5 0
7 .5 0 7 .5 0
7 .5 0
7 .5 0
7 .5 0
19.458 18.958
1 0.7 6
1 0.7 6
1 0.7 6 1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
19.138
18.958
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0
18.871
19.638
1 0.7 6 4.0 0 1.5 0 3 .0 0
19.458
18.871 19.458
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
18.171 18.958
18.171
ST A 0 +3 25
1 .5 0
1 .5 0
1 .5 0
1 .5 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
7 .5 0
7 .5 0
7 .5 0
7 .5 0 7 .5 0
7 .5 0
7 .5 0
7 .5 0
19.458 18.958
1 0.7 6
1 0.7 6
1 0.7 6 1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
19.138
19.958
Box Culvert1.00 x 1.00 Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00 Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00
19.638 19.138
18.958
19.138
19.638
Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00
19.045 19.045 18.345
18.345
18.871
18.171 18.345 19.045
15 Ju d u l G a m b ar : D ib u a t O le h : T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d y an to T an u s an d ja ja P ro je c t M a n ag er S ka la
T a n g g al N o . L e m b a r : : : A S - B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G 1 :1 00
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0 1 0.7 6 4.0 0 1.5 0 3 .0 0
Box Culvert1.00 x 1.0019.638
19.458
Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
18.958
18.958
ST A 0 +3 50
1 .5 0
1 .5 0
1 .5 0
1 .5 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
7 .5 0
7 .5 0
7 .5 0
7 .5 0 7 .5 0
7 .5 0
7 .5 0
7 .5 0
19.458 18.958
1 0.7 6
1 0.7 6
1 0.7 6 1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
19.138
18.958
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0
18.748
19.638
1 0.7 6 4.0 0 1.5 0 3 .0 0
19.458
18.748 19.458
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
18.048 18.958
18.048
ST A 0 +3 75
1 .5 0
1 .5 0
1 .5 0
1 .5 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
7 .5 0
7 .5 0
7 .5 0
7 .5 0 7 .5 0
7 .5 0
7 .5 0
7 .5 0
19.458 18.958
1 0.7 6
1 0.7 6
1 0.7 6 1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
19.138
19.958
Box Culvert1.00 x 1.00 Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00 Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00
19.638 19.138
18.958
19.138
19.638
Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00
18.924 18.924 18.224
18.224
18.748
18.048 18.224 18.924
Ju d u l G a m b ar : D ib u a t O le h : T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d y an to T an u s an d ja ja P ro je c t M a n ag er S ka la
T a n g g al N o . L e
A S - B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0 1 0.7 6 4.0 0 1.5 0 3 .0 0
Box Culvert1.00 x 1.0019.638
19.458
Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
18.958
18.958
ST A 0 +4 00
1 .5 0
1 .5 0
1 .5 0
1 .5 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
7 .5 0
7 .5 0
7 .5 0
7 .5 0 7 .5 0
7 .5 0
7 .5 0
7 .5 0
19.458 18.958
1 0.7 6
1 0.7 6
1 0.7 6 1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
19.138
18.958
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0
18.119
19.996
1 0.7 6 4.0 0 1.5 0 3 .0 0
19.816
18.119 19.816
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
17.419 19.316
17.419
ST A 0 +4 25
1.50
1.50
1.50
1.50
B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
7 .5 0
7 .5 0
7 .5 0
7 .5 0 7 .5 0
7 .5 0
7 .5 0
7 .5 0
19.816 18.958
1 0.7 6
1 0.7 6
1 0.7 6 1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
19.496
19.316
19.638 19.138
19.316
19.496
19.996
Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00
18.466 18.466 17.766
17.766
18.466 17.766 18.119
17.419
17 Ju d u l G a m b ar : D ib u a t O le h : T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d y an to T an u s an d ja ja P ro je c t M a n ag er S ka la
T a n g g al N o . L e m b a r : : : A S - B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G 1 :1 00
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0 1 0.7 6 4.0 0 1.5 0 3 .0 0
20.355
20.175
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
19.675
19.675
ST A 0 +4 50
1 .5 0
1 .5 0
1 .5 0
1 .5 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
7 .5 0
7 .5 0
7 .5 0
7 .5 0 7 .5 0
7 .5 0
7 .5 0
7 .5 0
20.175 19.675
1 0.7 6
1 0.7 6
1 0.7 6 1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
19.855
19.675
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0
18.122
20.714
1 0.7 6 4.0 0 1.5 0 3 .0 0
20.534
18.122 20.534
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
17.422 20.034
17.422
ST A 0 +4 75
1 .5 0
1 .5 0
1 .5 0
1 .5 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
7 .5 0
7 .5 0
7 .5 0
7 .5 0 7 .5 0
7 .5 0
7 .5 0
7 .5 0
20.534 20.034
1 0.7 6
1 0.7 6
1 0.7 6 1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
20.214
20.034
20.355 19.855
20.034
20.214
20.714
18.105 18.105 17.405
17.405
18.105 17.405 18.122
17.422
Ju d u l G a m b ar : D ib u a t O le h : T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d y an to T an u s an d ja ja P ro je c t M a n ag er S ka la
T a n g g al N o . L e
A S - B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0 1 0.7 6 4.0 0 1.5 0 3 .0 0
Box Culvert1.00 x 1.0021.072
20.892
Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
20.392
20.392
ST A 0 +5 00
1 .5 0
1 .5 0
1 .5 0
1 .5 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
7 .5 0
7 .5 0
7 .5 0
7 .5 0 7 .5 0
7 .5 0
7 .5 0
7 .5 0
20.892 20.392
1 0.7 6
1 0.7 6
1 0.7 6 1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
20.572
20.392
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0
17.772
21.959
1 0.7 6 4.0 0 1.5 0 3 .0 0
21.779
18.871 19.458
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
18.171 18.958
17.072
ST A 0 +5 25
1 .5 0
1 .5 0
1 .5 0
1 .5 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
7 .5 0
7 .5 0
7 .5 0
7 .5 0 7 .5 0
7 .5 0
7 .5 0
7 .5 0
21.779 21.279
1 0.7 6
1 0.7 6
1 0.7 6 1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
21.459
21.279
21.072 20.572
21.279
21.459
21.959
Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00
17.495 17.495 16.795
16.795
17.772 17.072
19 Ju d u l G a m b ar : D ib u a t O le h : T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d y an to T an u s an d ja ja P ro je c t M a n ag er S ka la
T a n g g al N o . L e m b a r : : : A S - B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G 1 :1 00
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0 1 0.7 6 4.0 0 1.5 0 3 .0 0
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
22.473
22.473
ST A 0 +5 50
1 .5 0
1 .5 0
1 .5 0
1 .5 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
7 .5 0
7 .5 0
7 .5 0
7 .5 0 7 .5 0
7 .5 0
7 .5 0
7 .5 0
22.973 19.675
1 0.7 6
1 0.7 6
1 0.7 6 1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
18.786 18.786 18.086
18.086
ST A 0 +5 59 .7
LAJUR
-2% SLAB T=250TROTOARLAJUR
-2% SLAB T=250TROTOAR
PCI GIRDER L=30.6m H=1.7m
DIAFRAGMA
BEARING PAD
DUDUKAN BEARING PAD
ABUTMENT
PILECAP
2x7 CSP 600 L=18m
22.973 19.675
22.973 19.675
22.973 19.675
19.675 18.086 18.786
Ju d u l G a m b ar : D ib u a t O le h : T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d y an to T an u s an d ja ja P ro je c t M a n ag er S ka la
T a n g g al N o . L e
A S - B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0 1 0.7 6 4.0 0 1.5 0 3 .0 0
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
22.473
22.473
ST A 0 +6 00
1 .5 0
1 .5 0
1 .5 0
1 .5 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
7 .5 0
7 .5 0
7 .5 0
7 .5 0 7 .5 0
7 .5 0
7 .5 0
7 .5 0
22.973 19.675
1 0.7 6
1 0.7 6
1 0.7 6 1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
18.108 18.108 17.408
17.408
22.973 19.675
22.973 19.675
22.973 19.675
19.675 18.086 18.786
ST A 0 +5 90
LAJUR
-2% SLAB T=250TROTOARLAJUR
-2% SLAB T=250TROTOAR
PCI GIRDER L=30.6m H=1.7m
DIAFRAGMA
BEARING PAD
DUDUKAN BEARING PAD
ABUTMENT
PILECAP
2x7 CSP 600 L=18m
21 Ju d u l G a m b ar : D ib u a t O le h : T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d y an to T an u s an d ja ja P ro je c t M a n ag er S ka la
T a n g g al N o . L e m b a r : : : A S - B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G 1 :1 00
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0 1 0.7 6 4.0 0 1.5 0 3 .0 0
Box Culvert1.00 x 1.0021.959
21.779
Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
21.279
21.279
ST A 0 +6 25
1 .5 0
1 .5 0
1 .5 0
1 .5 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
7 .5 0
7 .5 0
7 .5 0
7 .5 0 7 .5 0
7 .5 0
7 .5 0
7 .5 0
21.779 21.279
1 0.7 6
1 0.7 6
1 0.7 6 1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
21.459
21.279
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0
18.380
20.945
1 0.7 6 4.0 0 1.5 0 3 .0 0
20.765 19.458
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
17.680
ST A 0 +6 50
1 .5 0
1 .5 0
1 .5 0
1 .5 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
7 .5 0
7 .5 0
7 .5 0
7 .5 0 7 .5 0
7 .5 0
7 .5 0
7 .5 0
20.765 20.265
1 0.7 6
1 0.7 6
1 0.7 6 1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
20.445
20.265
Box Culvert1.00 x 1.00 Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00 Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00
21.959 21.459
20.265
20.445
20.945
Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00
18.233 18.233 17.533
17.533
17.772 17.072
18.380 17.680 20.265
18.233 17.533
Ju d u l G a m b ar : D ib u a t O le h : T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d y an to T an u s an d ja ja P ro je c t M a n ag er S ka la
T a n g g al N o . L e
A S - B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0 1 0.7 6 4.0 0 1.5 0 3 .0 0
20.292
20.112
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
19.612
ST A 0 +6 75
1 .5 0
1 .5 0
1 .5 0
1 .5 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
7 .5 0
7 .5 0
7 .5 0
7 .5 0 7 .5 0
7 .5 0
7 .5 0
7 .5 0
20.112 19.612
1 0.7 6
1 0.7 6
1 0.7 6 1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
19.792
19.612
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0
18.316
19.639
1 0.7 6 4.0 0 1.5 0 3 .0 0
20.534 20.534
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
17.616
ST A 0 +7 00
1 .5 0
1 .5 0
1 .5 0
1 .5 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
7 .5 0
7 .5 0
7 .5 0
7 .5 0 7 .5 0
7 .5 0
7 .5 0
7 .5 0
19.459 18.959
1 0.7 6
1 0.7 6
1 0.7 6 1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
19.139
20.034
20.292 19.792
18.959
19.139
19.639
18.209 17.509
18.105 17.405 18.122
17.422
19.612 17.509 18.209
18.316 17.616 18.959
23 Ju d u l G a m b ar : D ib u a t O le h : T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d y an to T an u s an d ja ja P ro je c t M a n ag er S ka la
T a n g g al N o . L e m b a r : : : A S - B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G 1 :1 00
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0 1 0.7 6 4.0 0 1.5 0 3 .0 0
Box Culvert1.00 x 1.0019.073
18.893
Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
18.393
ST A 0 +7 25
1 .5 0
1 .5 0
1 .5 0
1 .5 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
7 .5 0
7 .5 0
7 .5 0
7 .5 0 7 .5 0
7 .5 0
7 .5 0
7 .5 0
18.893 18.393
1 0.7 6
1 0.7 6
1 0.7 6 1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
19.138
18.393
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0
18.300
18.916
1 0.7 6 4.0 0 1.5 0 3 .0 0
18.736 19.458
EXCAVATION LEVELJARAK (m)DISTANCE (m) ELEVASI GALIAN PILE OF LAND LEVELJARAK (m)DISTANCE (m) TIMBUNAN TANAH
4 .0 0 1 .5 0 3 .0 0
4 .0 0 1 .5 0 3 .0 0
17.600
ST A 0 +7 50
1 .5 0
1 .5 0
1 .5 0
1 .5 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
7 .5 0
7 .5 0
7 .5 0
7 .5 0 7 .5 0
7 .5 0
7 .5 0
7 .5 0
18.736 18.236
1 0.7 6
1 0.7 6
1 0.7 6 1 0.7 6
1 0.7 6
1 0.7 6
1 0.7 6 4 .0 0 4 .0 0
4 .0 0
4 .0 0 B eto n F S 4 5 T = 2 5 c m L e an C o n cr ete T = 1 0 c m A gg k la s B T = 1 5 c m T im bu na n T an ah
18.416
18.236
Box Culvert1.00 x 1.00 Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00
19.073
18.366 17.666
18.245 18.573 18.236
18.416
18.916
18.393 17.666 18.366
18.300 17.600 18.236
18.300
18.300
18.300 18.366
17.600
Box Culvert1.00 x 1.00 Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00
Box Culvert1.00 x 1.00 Paving Blok 10 cm Kansteen (Type A1nh)
Box Culvert 1.00x1.00
Ju d u l G a m b ar : D ib u a t O le h : T im P e n d u ku n g K eg ia ta n P em b a n g u n an J ala n B a n te n L am a - T o n jo n g K o n tr a kt o r P ela ks an a D E L T A - B A T H A R A , K S O D ip er ik s a O le h : D is et u ju i :
Konsultan PengawasPT. FAJAR KONSULTAN
Ja la n S ye kh N a w aw i A l-B an ta ni, C u ru g - P ali m a S e ra ng B a nte n T elp . ( 0 25 4) 2 19 7 60 B ID A N G B IN A M A R G A D IN A S P E K E R JA A N U M U M D A N P E N A T A A N R U A N G P E M E R IN T A H P R O V IN S I B A N T E N
L u k m an u l H a kim , S T N IP . 1 99 2 02 0 1 2 01 90 3 1 0 05 A m in u d in , S T T ea m L ea d er Ir. R u d y an to T an u s an d ja ja P ro je c t M a n ag er S ka la
T a n g g al N o . L e
A S - B U IL D D R A W IN G P E M B A N G U N A N J A L A N B A N T E N L A M A - T O N JO N G
16.00 20 18
ORIGINAL GROUND LEVELJARAK (m)DISTANCE (m) Reference level Bidang persamaan
ELEVASI TANAH ASLI
EXITING DESIGN
ELEV. MUKA RENCANATOP DESIGN ELEVATIONJARAK (m)DISTANCE (m)
4 .0 0 1 .5 0 3 .0 0 1 0.7 6 4.0 0 1.5 0 3 .0 0
Box Culvert1.00 x 1.0018.846
18.666
Paving Blok 10 cm Kansteen (Type A1nh)
