DED PLUMBING Mall Pelayanan Publik Pelayanan Terpadu Satu Pintu

(1)

DED

PLUMBING

(2)

JALUR KE HB LANTAI 02 JALUR KE HB LANTAI 02

Skala 1:300

4200

JANITOR

±0.00

N N

JANITOR

±0.00 LAV.

PRIA -0.05 LAVATORY

WANITA -0.05

SAFF SAFF

49001800

5400

13 12 11 10 9 8 7 6 5 4 3 2 1

LOBBY

±0.00

350200600200200500400400500

80290130250150350 200600200200

600 600

600 150

150 300 300 300 300 300 600

300 300 300 300 300 150 150 600

600 600

600 150

150 300 300 300 300 300 600

300 300 300 300 300 150 150 600

350200600200200500400400500 80290130250150350

200600200200

ATM CENTER

±0.00 ATM CENTER

±0.00

LOBBY

±0.00

ETRANCE

±0.00 ETRANCE

±0.00

ETRANCE SAMPING -1.00 COFFE SHOP

-1.00

STORE

±0.00

ETRANCE SAMPING -1.00 COFFE SHOP

-1.00

BIDANG PENYELENGGARA

±0.00 SEKSI 3

±0.00 SEKSI 2

±0.00 SEKSI 1

±0.00 BIDANG PENGADUAN

±0.00 SEKSI 1

±0.00 SEKSI 2

±0.00 LAV.

PRIA -0.05 STORE

±0.00

POS INDONESIA

±0.00 BPJS

±0.00 BNI

±0.00 BPD

±0.00 BRI

±0.00

ATR BPN

±0.00 KPP RAHA

±0.00 PT

TASPEN

±0.00 GAPENSI

±0.00 R.

LAKTASI

±0.00

SATLANTAS

±0.00 SAMSAT

±0.00 KABID

±0.00

LAVATORY WANITA

-0.05 SEKSI 3

±0.00 KABID

±0.00 PLN

±0.00 GRAPARI

±0.00

Penyusunan Detail Engineering Design (DED) Mall Pelayanan Publik PTSP Kabupaten Muna Barat

Catatan / Revisi :

Pejabat Pembuat Komitmen (PPK) Lingkup Bidang Cipta Karya Dinas Pekerjaan Umum dan Tara Ruang Disetujui Oleh :

Tim Perencana : Paraf

Paraf

Konsultan Perencana CV. Bharata Mahakarya Consultant Dibuat Oleh :

Nama Gambar Skala

Tim Leader Ahli Arsitek K3 Konstruksi

Drafter

Pejabat Pelaksana Teknis Kegiatan (PPTK) Lingkup Bidang Cipta Karya Dinas Pekerjaan Umum dan Tara Ruang Diperiksa Oleh :

(3)

PIPA HB KE LT 02 PIPA HB KE LT 02

29M 35M

10M 10M

20M 18M

Skala 1:300

4200

JANITOR

±0.00

N N

JANITOR

±0.00 LAV.

PRIA -0.05 LAVATORY

WANITA -0.05

SAFF SAFF

49001800

5400

13 12 11 10 9 8 7 6 5 4 3 2 1

LOBBY

±0.00

350200600200200500400400500

80290130250150350 200600200200

600 600

600 150

150 300 300 300 300 300 600

300 300 300 300 300 150 150 600

600 600

600 150

150 300 300 300 300 300 600

300 300 300 300 300 150 150 600

350200600200200500400400500 80290130250150350

200600200200

ATM CENTER

±0.00 ATM CENTER

±0.00

LOBBY

±0.00

ETRANCE

±0.00 ETRANCE

±0.00

ETRANCE SAMPING -1.00 COFFE SHOP

-1.00

STORE

±0.00

ETRANCE SAMPING -1.00 COFFE SHOP

-1.00

BIDANG PENYELENGGARA

±0.00 SEKSI 3

±0.00 SEKSI 2

±0.00 SEKSI 1

±0.00 BIDANG PENGADUAN

±0.00 SEKSI 1

±0.00 SEKSI 2

±0.00 LAV.

PRIA -0.05 STORE

±0.00

POS INDONESIA

±0.00 BPJS

±0.00 BNI

±0.00 BPD

±0.00 BRI

±0.00

ATR BPN

±0.00 KPP RAHA

±0.00 PT

TASPEN

±0.00 GAPENSI

±0.00 R.

LAKTASI

±0.00

SATLANTAS

±0.00 SAMSAT

±0.00 KABID

±0.00

-0.05 SEKSI 3

±0.00 KABID

±0.00 PLN

±0.00 GRAPARI

±0.00

Pekerjaan :

Catatan / Revisi :

Paraf

Drafter

(4)

PIPA HB DARI LT 01 PIPA HB DARI LT 01

13M 12M

9M 7M 7M

8M 15M

Skala 1:300

PILAR TYPE A PILAR TYPE B

PILAR TYPE B PILAR TYPE A

COFFE SHOP +3.00

KM/WC PRIA +3.00 MUSHOLAH

+3.00

5400

49001800

13 12 11 10 9 8 7 6 5 4 3 2 1

200

VOID

T T

SAFF SAFF

R. ISTIRAHAT +3.00

R. KADIS PTSP +3.00

R. SEKRETARSI +3.00 R. TAMU

+3.00

R. RAPAT TEKNIS

+3.00

KM/WC WANITA KM/WC

PRIA KABID

+3.00 BIDANG PERENCANAAN

+3.00

R. GANTI +3.00

KM/WC

SEKSI 1 +3.00 SEKSI 2

+3.00 SEKSI 3

+3.00

350200600200200500400400500

80290130250150350 200600200200

600 600

600 150

150 300 300 300 300 300 600

300 300 300 300 300 150 150 600

600 600

600 150

150 300 300 300 300 300 600

300 300 300 300 300 150 150 600

350200600200200500400400500 80420250150350

600206200

KM/WC WANITA +3.00

Catatan / Revisi :

Paraf

Drafter

(5)

Skala NTS

Pekerjaan :

Pejabat Pembuat Komitmen (PPK) Lingkup Bidang Cipta Karya Dinas Pekerjaan Umum dan Tara Ruang Disetujui Oleh :

Paraf

Drafter

(6)

PVC Ø3/4" PVC Ø3/4"

PVC Ø3/4"

PIPA PVC Ø2" DARI ROOF TANK

= PIPA AIR BERSIH Ø2"

= PIPA AIR BERSIH Ø³₄"

KETERANGAN

TANGKI RESERVOIR KAP. 7.5M3

PIPA PVC Ø2" DARI ROOF TANK TANGKI RESERVOIR KAP. 7.5M3

Skala 1:300

4200

N N

49001800

5400

J I

H G

F E

D C

B A

13 12 11 10 9 8 7 6 5 4 3 2 1

350200600200200500400400500

80290130250150350 200600200200

600 600

600 150

150 300 300 300 300 300 600

300 300 300 300 300 150 150 600

600 600

600 150

150 300 300 300 300 300 600

300 300 300 300 300 150 150 600

350200600200200500400400500 80290130250150350

200600200200

Catatan / Revisi :

Paraf

Drafter

(7)

PIPA PVC Ø3/4"

PIPA PVC Ø3/4" PIPA PVC Ø3/4" PIPA PVC Ø3/4"

PIPA PVC Ø3/4"

PIPA PVC Ø3/4" PIPA PVC Ø3/4"

PIPA PVC Ø3/4"

PIPA PVC Ø3/4" PIPA PVC Ø2"

PIPA PVC Ø3/4"

PIPA PVC Ø3/4" PIPA PVC Ø2"PIPA PVC Ø2" DARI ROOF TANK

PVC Ø3/4"

PAS. DINDING TRASRAM 1:3

PAS. DINDING TRASRAM 1:3 PVC Ø2" DARI ROOF TANK

PVC Ø3/4"PVC Ø3/4"

PVC Ø3/4"

PIPA PVC Ø3/4"

FLOORDRAIN

URUGAN TANAH URUGAN TANAH

URUGAN TANAH

-0.05

6 5

137

100

KOLOM H BEAM WIDE FLANGE 300X300X10X15

Skala 1:70

KERAN AIR Ø1/2"

+7.10

LAVATORY WANITA LAVATORY PRIA

PLAT ATAP BETON SHAFF PLUMBING T=12CM FIN.

WATERPROOF PAS. DINDING TRASRAM 1:3

PLAT ATAP BETON LANTAI 02 T=12CM FIN. WATERPROOF

PAS. DINDING TRASRAM 1:3 +7.00

+6.00

+3.00

±0.00

110300

PENGGANTUNG

RANGKA PLAFOND METAL FUURING 4/4

PLAFOND KALSIBOARD T= 4.5MM

+2.50

+6.00 +6.00

+2.92 +2.95

LANTAI 02 +3.00

KERAMIK DINDING 30/60

TEMPAT WUDHU

PAS. DINDING TRASRAM 1:3

PAS. ALLUMINIUM COMPOSITE PANEL (PILAR TYPE L)

SHAFF PLUMBING +6.00

CLOSED DUDUK

+2.40 +2.40 +2.40 +2.40

CLOSED DUDUK CLOSED DUDUK

WASHTAFEL URINOIR URINOIR

1070

2026 PAS. BATU GUNUNG 1:4

RABAT BETON 1:3:5

50

LANTAI 01

±0.00 -0.05 -0.08 -0,10

MTA -0.90

300 85180

144 106 150

250 130

290

+0,90

A A

FLOORDRAIN

KM/WC -0.08 KM/WC

-0.05

KM/WC -0.05

FLOORDRAIN

WASHTAFEL

URINOIR CLOSED DUDUK

120 180

±0.00 SAFF PLUMBING

B

7

150 150

8029013025015070

WASHTAFEL

+0.90 FLOORDRAIN

URINOIR

6

LAVATORY PRIA -0.05

5

Pekerjaan :

Paraf

Drafter

(8)

PIPA PVC Ø3/4"

PIPA PVC Ø3/4" PIPA PVC Ø3/4"PIPA PVC Ø3/4"

PIPA PVC Ø3/4"PIPA PVC Ø3/4"

PIPA PVC Ø2" DARI ROOF TANK

PIPA PVC Ø3/4"

PVC Ø2" DARI ROOF TANK

PVC Ø3/4"PVC Ø3/4"

PVC Ø3/4"

PIPA PVC Ø3/4"

URUGAN TANAH WASHTAFELL

137

A A

FLOORDRAIN

KM/WC -0.08 KM/WC

-0.05 KM/WC

-0.05

FLOORDRAIN

WASHTAFEL

URINOIR CLOSED DUDUK

120 180

±0.00

SAFF PLUMBING

B

7

20

150

KACA CERMIN UK. 180X80CM

290130

100 15070

WASHTAFEL +0.90

FLOORDRAIN

URINOIR

6

LAVATORY PRIA -0.05

5

WASHTAFEL + MEJA BETON

250

90

PVC Ø3/4"

150

80250

FLOORDRAIN

214

180

90

+3.00 KM/WC WANITA WASHTAFELL

90

+2.95 CLOSED DUDUK

-0.05

6 5

KUSEN PINTU TYPE P3 +7.10

WATERPROOF

PAS. DINDING TRASRAM 1:3 PLAT ATAP BETON LANTAI 02 T=12CM

FIN. WATERPROOF PAS. DINDING TRASRAM 1:3

+7.00

+6.00

+3.00

±0.00

300

+2.50 +6.00

+6.00

+2.95 +3.00

LANTAI 02 +3.00 R. GANTI

PAS. DINDING TRASRAM 1:3 PAS. ALLUMINIUM COMPOSITE PANEL

(PILAR TYPE L)

PAS. DINDING TRASRAM 1:3 SHAFF PLUMBING

+6.00

+2.40

+2.40 +2.40 +2.40

CLOSED DUDUK

1070

2026

PAS. BATU GUNUNG 1:4 RABAT BETON 1:3:5

50

LANTAI 01

±0.00 -0.05

-0.08

±0.00 -0,10

MTA -0.90

300

80180

106 144 150 130 290

+0,90

70

90

Skala 1:70 Skala 1:70

Catatan / Revisi :

Paraf

Drafter

(9)

PVC Ø3/4"

= PIPA AIR BERSIH Ø2"

= PIPA AIR BERSIH Ø³₄"

KETERANGAN

PIPA PVC Ø2" DARI ROOF TANK PIPA PVC Ø2" DARI ROOF TANK

Skala 1:300

5400

49001800

J I

H G

F E

D C

B A

13 12 11 10 9 8 7 6 5 4 3 2 1

200

VOID

T T

350200600200200500400400500

80290130250150350 200600200200

600 600

600 150

150 300 300 300 300 300 600

300 300 300 300 300 150 150 600

600 600

600 150

150 300 300 300 300 300 600

300 300 300 300 300 150 150 600

350200600200200500400400500 80420250150350

600206200

Pekerjaan :

Paraf

Drafter

(10)

TANGGA MONYET Ø16

PVC Ø2" DARI LT.02

PIPA PVC Ø3/4"

PIPA PVC Ø3/4" PIPA PVC Ø2"

PIPA PVC Ø3/4"

PIPA PVC Ø3/4" PIPA PVC Ø2"PIPA PVC Ø2" DARI ROOF TANK

URUGAN TANAH

-0.05

5 6

100

KOLOM H BEAM WIDE FLANGE 300X300X10X15

+7.10

WATERPROOF PAS. DINDING TRASRAM 1:3

PLAT ATAP BETON LANTAI 02 T=12CM FIN. WATERPROOF

PAS. DINDING TRASRAM 1:3 +7.00

+6.00

+3.00

±0.00

110300

PENGGANTUNG

+2.50

+6.00 +6.00

+2.92 +2.95

LANTAI 02 +3.00

KERAMIK DINDING 30/60

TEMPAT WUDHU

PAS. DINDING TRASRAM 1:3

SHAFF PLUMBING +6.00

CLOSED DUDUK

+2.40 +2.40 +2.40 +2.40

CLOSED DUDUK CLOSED DUDUK

1070

2026 PAS. BATU GUNUNG 1:4

RABAT BETON 1:3:5

50

LANTAI 01

±0.00 -0.05 -0.08 -0,10

MTA -0.90

300 85180

106 144

150 250

130 290

+0,90

PIPA PVC Ø3/4"PIPA PVC Ø3/4"

PVC Ø3/4"

PIPA PVC Ø3/4"

PVC Ø3/4"

PIPA PVC Ø3/4"

FLOORDRAIN

Skala 1:70

Skala 1:70 P2

A

45°

SHAFF PLUMBING

CLOSED DUDUK CLOSED

DUDUK

FLOORDRAIN

40707070

TEMPAT WUDHU -0.05 TEMPAT WUDHU

-0.05

10 30

LAVATORY PRIA -0.08 LAVATORY

WANITA -0.08 137

6

70

B

5

150 150

250150

Catatan / Revisi :

Paraf

Drafter

(11)

PIPA PVC Ø3/4"

PIPA PVC Ø2" PIPA PVC Ø3/4" PIPA PVC Ø3/4" PIPA PVC Ø3/4"

PIPA PVC Ø2"PIPA PVC Ø2" DARI ROOF TANK

PAS. DINDING TRASRAM 1:3 FLOORDRAIN

URUGAN TANAH URUGAN TANAH URUGAN TANAH

-0.05

5 6

100

KOLOM H BEAM WIDE FLANGE 300X300X10X15 KERAN AIR Ø1/2"

+7.10

WATERPROOF

+7.00

+6.00

+3.00

±0.00

110300

PENGGANTUNG

+2.50 +6.00

+6.00

+2.92 +2.95

LANTAI 02 +3.00 KERAMIK DINDING 30/60

TEMPAT WUDHU

(PILAR TYPE L)

SHAFF PLUMBING

+6.00

CLOSED DUDUK

+2.40

+2.40 +2.40 +2.40

CLOSED DUDUK

1070

2026

50

LANTAI 01

±0.00 -0.05

-0.08 -0,10

MTA -0.90

300

85180

106 144 150 250 130 290

+0,90

PIPA PVC Ø3/4"

PIPA PVC Ø3/4"PIPA PVC Ø3/4"PIPA PVC Ø3/4"PIPA PVC Ø3/4"

PVC Ø3/4"

Skala 1:70

A

137

70

CLOSED DUDUK

WASHTAFEL WASHTAFEL

DUDUK

FLOORDRAIN

WASHTAFEL

150

6 5

420400

I

SAFF PLUMBING

KM/WC +2.95

150

KM/WC +2.95 KM/WC

+2.95

KM/WC WANITA +3.00 KM/WC

PRIA +3.00

R. GANTI +3.00

290150250150

150 150

Pekerjaan :

Paraf

Drafter

(12)

PIPA PVC Ø3/4"

PIPA PVC Ø2" PIPA PVC Ø3/4" PIPA PVC Ø3/4" PIPA PVC Ø3/4"

PIPA PVC Ø2"PIPA PVC Ø2" DARI ROOF TANK

PAS. DINDING TRASRAM 1:3 FLOORDRAIN

URUGAN TANAH URUGAN TANAH URUGAN TANAH

-0.05

5 6

100

KOLOM H BEAM WIDE FLANGE 300X300X10X15 KERAN AIR Ø1/2"

+7.10

WATERPROOF

+7.00

+6.00

+3.00

±0.00

110300

PENGGANTUNG

+2.50 +6.00

+6.00

+2.92 +2.95

LANTAI 02 +3.00 KERAMIK DINDING 30/60

TEMPAT WUDHU

(PILAR TYPE L)

SHAFF PLUMBING

+6.00

CLOSED DUDUK

+2.40

+2.40 +2.40 +2.40

CLOSED DUDUK

1070

2026

50

LANTAI 01

±0.00 -0.05

-0.08 -0,10

MTA -0.90

300

85180

106 144 150 250 130 290

+0,90

PIPA PVC Ø3/4"

PIPA PVC Ø3/4"PIPA PVC Ø3/4"PIPA PVC Ø3/4"PIPA PVC Ø3/4"

PVC Ø3/4"

Skala 1:70

A

137

70

CLOSED DUDUK

WASHTAFEL WASHTAFEL

DUDUK

FLOORDRAIN

WASHTAFEL

150

6 5

420400

I

SAFF PLUMBING

KM/WC +2.95

150

KM/WC +2.95 KM/WC

+2.95

KM/WC WANITA +3.00 KM/WC

PRIA +3.00

R. GANTI +3.00

290150250150

150 150

Catatan / Revisi :

Paraf

Drafter

(13)

Skala 1:50

PLAT BETON T=15CM KE ROOF TANK

TANGKI TEKAN 0.5M3 TANGKI TEKAN 0.5M3

Skala 1:50

300

185160 15151510540

330

15 15 270 15 15

KERAMIK LANTAI 20/25 70

115 70

GIP Ø 2"

KERAMIK DINDING 20/25 SUMBER DARI SUMUR BOR

HEADER GIP MED Ø4"

PT.1 PT.2

GIP Ø 2"

FV FV

A

PIPA HAWA 60

PLAT BETON T=15CM ¹²⁰

4010

MUKA TANAH

SUMBER DARI METERAN AIR PAM RADAR OTOMATIS AIR

BERSIH TANGKI TEKAN 0.5M3

TANGKI TEKAN 0.5M3

B B

A A

SUMBER DARI PAM PIPA PVC 3/4"

SUMBER DARI SUMUR BOR PIPA PVC 2"

PT.2

330 300

15 115

15

HEADER GIP MED Ø4"

FV FV

ROOF TANK 2M3

PT.1

130 100 1515701515

PT FV WLC

STRAINER

POMPA TRANFER FLEXIBLE JOINT

KETERANGAN

FOOT VALVE WATER LEVEL CONTROL ELECTRIC WATER HEATER CHECK VALVE GATE VALVE STOP KERAN

ELBOW Ø³₄"

PIPA PVC Ø³₄"

PLAT BETON T=15cm

15 90 120

60

SUMBER DARI PAM

Pekerjaan :

Paraf

Drafter

(14)

FV WLC

STRAINER FLEXIBLE JOINT

KETERANGAN

FOOT VALVE WATER LEVEL CONTROL ELECTRIC WATER HEATER CHECK VALVE GATE VALVE SHAFF PLUMBING

TOP FLOOR +6,60

PIPA PENYANGGAH TANGKI TEKAN KAP. 0.5M3

185160 15151510540

KERAMIK DINDING 20/25 PT.1

GIP Ø 2"

FV

1204010

MUKA TANAH

+2.40 KERAMIK

DINDING 30/60

KERAMIK DINDING 30/60

KERAMIK DINDING 30/60 ROOF TANK 2m3

WASHTAFELL

FLOORDRAIN

URUGAN TANAH

90

-0.05

5

+7.10

LAVATORY WANITA PLAT ATAP BETON SHAFF PLUMBING T=12CM FIN.

WATERPROOF

+6.00

+2.95 +3.00

SHAFF PLUMBING

+6.00

+2.40

CLOSED DUDUK

50

-0,10

MTA -0.90

106 144 150

Catatan / Revisi :

Paraf

Drafter

(15)

PVC Ø3/4"

ELBOW Ø3/4"

TEE Ø3/4"

ELBOW Ø3/4"

PVC Ø3/4 "

PVC Ø3/4"

ELBOW Ø3/4"

PVC Ø3/4" PVC Ø3/4" PVC Ø3/4"

PVC Ø3/4 "

ELBOW Ø3/4"

ELBOW Ø3/4" ELBOW Ø3/4"

TEE Ø3/4"

ELBOW Ø3/4"

PVC Ø3/4"

ELBOW Ø3/4"

TEE Ø3/4"

ELBOW Ø3/4"

PVC Ø3/4"

PVC Ø3/4" PVC Ø3/4" PVC Ø3/4" PVC Ø3/4"

PVC Ø3/4 "

ELBOW Ø3/4"

TEE Ø3/4"

ELBOW Ø3/4"

TEE Ø3/4"

ELBOW Ø3/4"

PIPA PVC Ø12¹"

KE LT.2

URINOIR WASTAFEL KRAN CLOSED ELBOW TEE

ELBOW Ø3/4"

TEE Ø3/4"

PT FV WLC

STRAINER

POMPA TRANFER FLEXIBLE JOINT

KETERANGAN

FOOT VALVE WATER LEVEL CONTROL ELECTRIC WATER HEATER CHECK VALVE GATE VALVE TOP FLOOR

LANTAI 2

LANTAI 1

PVC Ø 2"

PVC Ø3/4 "

PVC Ø2 "

LT. 1 PVC Ø2 "

LT. 2 PVC Ø2 "

PIPA PENGURAS PVC Ø2 "

PVC Ø1 2 "1

ROOF TANK FRP 2 m

SHAFT

PIPA PENGURAS KE SALURAN AIR HUJAN HEADER GIP med Ø4"POMPA BOSTER

GROUND TANK7.5 M3

GIP Ø 2"

PT. 2

FV

GIP Ø 2"

HEADER GIP med Ø 4"

PT. 1

FV

Pekerjaan :

Paraf

Drafter

(16)

PVC Ø3"

PVC Ø4" PVC Ø3"

PVC Ø4"

PERESAPAN

PIPA OUTLET Ø4"

BIOTECH KAP. 2M3

PERESAPAN

PIPA OUTLET Ø4"

BIOTECH KAP. 2M3

KETERANGAN

= PIPA VENTILASIØ2"

CO

= CLEAN OUT

= PIPA AIR BEKASØ3"

= PIPA AIR KOTORØ4"

Skala 1:300

4200

N N

49001800

5400

J I

H G

F E

D C

B A

13 12 11 10 9 8 7 6 5 4 3 2 1

350200600200200500400400500

80290130250150350 200600200200

600 600

600 150

150 300 300 300 300 300 600

300 300 300 300 300 150 150 600

600 600

600 150

150 300 300 300 300 300 600

300 300 300 300 300 150 150 600

350200600200200500400400500 80290130250150350

200600200200

Catatan / Revisi :

Paraf

Drafter

(17)

KETERANGAN

= PIPA VENTILASIØ2"

CO

= CLEAN OUT

= PIPA AIR BEKASØ3"

= PIPA AIR KOTORØ4"

PIPA PVC Ø4" KE BIOTECH PIPA PVC Ø4" KE BIOTECH

PVC Ø3/4"

Skala 1:300

5400

49001800

J I

H G

F E

D C

B A

13 12 11 10 9 8 7 6 5 4 3 2 1

200

VOID

T T

350200600200200500400400500

80290130250150350 200600200200

600 600

600 150

150 300 300 300 300 300 600

300 300 300 300 300 150 150 600

600 600

600 150

150 300 300 300 300 300 600

300 300 300 300 300 150 150 600

350200600200200500400400500 80420250150350

600206200

Pekerjaan :

Paraf

Drafter

(18)

REMARKS

SITE INFRASTRUCTURE KEY PLAN

NOTES LEGEND

SKALA NTS SKALA NTS

HEAVY DUTY Ø600MM RECTANGULER CONCRETE

MUKA TANAH HEAVY DUTY Ø600MM FLAT

CONCRETE MUKA TANAH

URUGAN PASIR RECTANGULER CONCRETE RECTANGULER CONCRETE

B B

70 60

70 60 195

10 175

10

195

1017510

10 63

50 63

10

195 175

19020

1017010

Catatan / Revisi :

Paraf

Drafter

(19)

2 3

4

1

REMARKS

SITE INFRASTRUCTURE KEY PLAN

NOTES

LEGEND KE MINI BLOWER

BODY TANK FRP RUANG PEMISAHAN (PADAT) OUTLET PIPE Ø 100MM

RUANG AEROBIK BICELL TYPE-M INLET PIPE Ø 100MM PIPA UDARA MASUK Ø15MM

INLET PIPE Ø 100MM

SKALA NTS SKALA NTS

100 165 175 195

185

165

4 3 2 1

RUANG SEDIMENTASI RUANG AEROBIK #.2 RUANG AEROBIK #.1

RUANG PEMISAHAN (PADAT)

B B

PIPA UDARA MASUK Ø15MM MB.01

NYM 3X2.5 SQMM TO POWER PANEL

DRAFT TUBE OUTLET PIPE Ø 100MM

TABUNG DRAFT LIFT UDARA

INLET PIPE Ø 100MM PIPA VENTILASI Ø 50MM

TUTUP VENTILASI

Pekerjaan :

Paraf

Tim