Print 3b Drawing

NO. Conceptual Design1 0032-50-L-DG-202-A32 0032-50-L-DG-203-A33 0032-50-L-DG-204-A34 0032-50-L-DG-205-A35 0032-50-L-DG-206-A36 0032-50-L-DG-207-A37 0032-50-L-DG-208-A38 0032-50-L-DG-209-A39 0032-50-L-DG-211-A310 0032-50-L-DG-211-A311 0032-50-L-DG-212-A3

River Crossing Drawing

12 0032-50-L-DG-213-A313 0032-50-L-DG-214-A314 0032-50-L-DG-215-A315 0032-50-L-DG-216-A316 0032-50-L-DG-217-A317 0032-50-L-DG-218-A3

Trenchless drawing

18 0032-50-L-DG-220-A319 0032-50-L-DG-221-A320 0032-50-L-DG-222-A321 0032-50-L-DG-223-A322 0032-50-L-DG-224-A323 0032-50-L-DG-225-A324 0032-50-L-DG-226-A325 0032-50-L-DG-227-A326 0032-50-L-DG-228-A3

Road Crossing Drawing

27 0032-50-L-DG-501-A328 0032-50-L-DG-515-A3

Detail Overpass Crossing in MMS - Toll Road Area

29 0032-50-L-DG-502-A330 0032-50-L-DG-503-A331 0032-50-L-DG-504-A332 0032-50-L-DG-505-A333 0032-50-L-DG-506-A334 0032-50-L-DG-507-A335 0032-50-L-DG-508-A336 0032-50-L-DG-508-A337 0032-50-L-DG-509-A338 0032-50-L-DG-509-A339 0032-50-L-DG-510-A340 0032-50-L-DG-510-A341 0032-50-L-DG-511-A342 0032-50-L-DG-512-A343 0032-50-L-DG-513-A344 0032-50-L-DG-514-A3

45 0032-50-L-DG-516-A346 0032-50-L-DG-517-A347 0032-50-L-DG-518-A348 0032-50-L-DG-519-A3

Sectional PGN's Pipeline Within MMS - Toll Road Area

49 0032-50-L-DG-800-A3

50 0032-50-L-DG-801-A3

51 0032-50-L-DG-802-A3

52 0032-50-L-DG-803-A3

53 0032-50-L-DG-803-A3

54 0032-50-L-DG-804-A3

55 0032-50-L-DG-805-A3

56 0032-50-L-DG-805-A3

57 0032-50-L-DG-806-A3

58 0032-50-L-DG-807-A3

59 0032-50-L-DG-808-A3

60 0032-50-L-DG-809-A3

61 0032-50-L-DG-810-A3

62 0032-50-L-DG-811-A3

63 0032-50-L-DG-812-A3

64 0032-50-L-DG-813-A3

65 0032-50-L-DG-814-A3

66 0032-50-L-DG-815-A3

67 0032-50-L-DG-816-A3

Civil

68 0032-50-S-DG-001-A369 0032-50-S-DG-002-A370 0032-50-S-DG-003-A371 0032-50-S-DG-004-A372 0032-50-S-DG-004-A373 0032-52-S-DG-005-A374 0032-50-S-DG-011-A375 0032-50-S-DG-015-A376 0032-50-S-DG-016-A377 0032-50-S-DG-017-A3

78 0032-50-S-DG-018-A379 0032-50-S-DG-029-A380 0032-50-S-DG-030-A381 0032-50-S-DG-030-A3

Electrical

82 0032-50-E-DG-001-A383 0032-50-E-DG-002-A384 0032-50-E-DG-003-A385 0032-50-E-DG-004-A386 0032-50-E-DG-005-A387 0032-50-E-DG-005-A3

88 0032-50-E-DG-006-A389 0032-50-E-DG-007-A390 0032-50-E-DG-008-A3

Preliminary Design

91 0032-50-P-DG-102-A3

92 0032-50-P-DG-103-A3

93 0032-50-P-DG-104-A3

94 0032-50-P-DG-105-A3

95 0032-50-P-DG-106-A3

96 0032-50-P-DG-107-A3

97 0032-53-P-DG-002-A3

98 0032-56-P-DG-001-A3

99 0032-58-P-DG-001-A3

100 0032-50-L-DG-209-A3

101 0032-50-L-DG-228-A3River Crossing Drawing

102 0032-50-L-DG-213-A3

103 0032-50-L-DG-214-A3

104 0032-50-L-DG-215-A3

105 0032-50-L-DG-216-A3

106 0032-50-L-DG-217-A3

107 0032-50-L-DG-218-A3

108 0032-50-L-DG-219-A3Trenchless DrawingRoad Crossing Drawing

109 0032-50-L-DG-229-A3Detail Overpass Crossing in MMS - Toll Road Area

110 0032-50-L-DG-502-A3111 0032-50-L-DG-503-A3112 0032-50-L-DG-504-A3113 0032-50-L-DG-505-A3114 0032-50-L-DG-506-A3115 0032-50-L-DG-507-A3116 0032-50-L-DG-508-A3117 0032-50-L-DG-509-A3118 0032-50-L-DG-510-A3

119 0032-50-L-DG-511-A3120 0032-50-L-DG-512-A3121 0032-50-L-DG-513-A3122 0032-50-L-DG-513-A3123 0032-50-L-DG-514-A3124 0032-50-L-DG-515-A3125 0032-50-L-DG-516-A3126 0032-50-L-DG-517-A3127 0032-50-L-DG-518-A3128 0032-50-L-DG-519-A3129 0032-50-L-DG-520-A3

Sectional PGN's Pipeline Within MMS - Toll Road Area

130 0032-50-L-DG-800-A3

131 0032-50-L-DG-801-A3

132 0032-50-L-DG-802-A3

133 0032-50-L-DG-803-A3

134 0032-50-L-DG-803-A3

135 0032-50-L-DG-804-A3

136 0032-50-L-DG-805-A3

137 0032-50-L-DG-805-A3

138 0032-50-L-DG-805-A3

139 0032-50-L-DG-806-A3

140 0032-50-L-DG-807-A3

141 0032-50-L-DG-808-A3

142 0032-50-L-DG-809-A3

143 0032-50-L-DG-810-A3

144 0032-50-L-DG-811-A3

145 0032-50-L-DG-812-A3

146 0032-50-L-DG-813-A3

147 0032-50-L-DG-814-A3

148 0032-50-L-DG-815-A3

149 0032-50-L-DG-816-A3

150 0032-50-M-DG-005-A3

151 0032-50-I-DG-001-A3

152 0032-50-E-DG-004-A3

153 0032-50-E-DG-008-A3

154 0032-50-E-DG-009-A3

155 0032-50-E-DG-010-A3

156 0032-50-E-DG-011-A3

157 0032-50-E-DG-011-A3

158 0032-50-E-DG-011-A3

159 0032-50-E-DG-012-A3

160 0032-50-E-DG-012-A3

161 0032-50-E-DG-013-A3

162 0032-50-E-DG-014-A3

163 0032-50-E-DG-015-A3

164 0032-50-E-DG-016-A3

165 0032-50-E-DG-017-A3

166 0032-50-E-DG-018-A3

167 0032-50-E-DG-019-A3

168 0032-50-E-DG-019-A3

169 0032-50-S-DG-002-A3

170 0032-50-S-DG-018-A3

171 0032-50-S-DG-029-A3

172 0032-50-S-DG-030-A3

173 0032-50-S-DG-030-A3

174 0032-50-S-DG-032-A3

175 0032-50-S-DG-033-A3

176 0032-50-S-DG-033-A3

177 0032-50-S-DG-033-A3

178 0032-50-S-DG-033-A3

179 0032-50-S-DG-034-A3

180 0032-50-S-DG-036-A3

181 0032-50-S-DG-035-A3

182 0032-50-S-DG-036-A3

183 0032-50-S-DG-037-A3

184 0032-50-S-DG-031-A3

185 0032-50-S-DG-038-A3

186 0032-50-S-DG-038-A3

187 0032-50-S-DG-038-A3

188 0032-50-S-DG-038-A3

189 0032-50-S-DG-039-A3

190 0032-50-S-DG-040-A3

191 0032-50-S-DG-041-A3

192 0032-50-S-DG-003-A3

193 0032-50-S-DG-004-A3

194 0032-50-S-DG-004-A3

195 0032-50-S-DG-004-A3

196 0032-50-S-DG-005-A3

197 0032-50-S-DG-005-A3

198 0032-50-S-DG-005-A3

199 0032-50-S-DG-006-A3

200 0032-50-S-DG-011-A3

201 0032-50-S-DG-012-A3

Detailed Design

202 0032-50-P-DG-100-A1

203 0032-50-P-DG-100-A1

204 0032-50-P-DG-001-A1

205 0032-50-P-DG-001-A1

206 0032-50-P-DG-101-A1

207 0032-50-P-DG-102-A1

208 0032-50-P-DG-103-A1

209 0032-50-P-DG-104-A1

210 0032-50-P-DG-105-A1

211 0032-50-P-DG-106-A1

212 0032-50-P-DG-107-A1

213 0032-53-P-DG-002-A1

214 0032-56-P-DG-001-A1

215 0032-58-P-DG-001-A1

216 0032-50-L-DG-209-A3

217 0032-50-L-DG-213-A3

218 0032-50-L-DG-214-A3

219 0032-50-L-DG-215-A3

220 0032-50-L-DG-216-A3

221 0032-50-L-DG-217-A3

222 0032-50-L-DG-218-A3

223 0032-50-L-DG-227-A3

224 0032-50-L-DG-519-A3

225 0032-50-L-DG-805-A3

226 0032-50-L-DG-805-A3

227 0032-50-L-DG-806-A3

228 0032-50-L-DG-807-A3

229 0032-50-L-DG-814-A3

230 0032-50-I-DG-010-A3

231 0032-50-E-DG-001-A3

232 0032-50-E-DG-004-A3

233 0032-50-E-DG-009-A3

234 0032-50-E-DG-010-A3

235 0032-50-E-DG-011-A3

236 0032-50-E-DG-011-A3

237 0032-50-E-DG-011-A3

238 0032-50-E-DG-012-A3

239 0032-50-E-DG-013-A3

240 0032-50-E-DG-014-A3

241 0032-50-E-DG-015-A3

242 0032-50-E-DG-016-A3

243 0032-50-E-DG-017-A3

244 0032-50-E-DG-018-A3

245 0032-50-E-DG-019-A3

246 0032-50-E-DG-019-A3

247 0032-50-E-DG-020-A3

248 0032-50-E-DG-021-A3

249 0032-50-E-DG-021-A3

250 0032-50-E-DG-022-A3

251 0032-50-S-DG-000-A3

252 0032-50-S-DG-002-A3

253 0032-50-S-DG-004-A3

254 0032-50-S-DG-004-A3

255 0032-50-S-DG-004-A3

256 0032-50-S-DG-004-A3

257 0032-50-S-DG-011-A3

258 0032-50-S-DG-031-A3

259 0032-50-S-DG-034-A3

260 0032-50-S-DG-038-A3

261 0032-50-S-DG-038-A3

262 0032-50-S-DG-038-A3

263 0032-50-S-DG-038-A3

264 0032-50-S-DG-040-A3

265 0032-50-S-DG-042-A3

266 0032-50-S-DG-042-A3

267 0032-50-S-DG-045-A3

268 0032-50-S-DG-046-A3

Typical Drawing for River CrossingsTypical Drawing for ROW Cross Sections Typical Drawing for Foreign Pipeline CrossingsTypical Drawing for Installing Pipe within Toll Road AreasTypical Drawing for Ditch DetailsTypical Sectional Valve BoxTypical Sectional Valve Box Fence

Cikande Pipeline Battery Limit CP-3A and CP-3BBitung Offtake StationBitung Offtake StationTypical Drawing for Warning Marker Tape

PIPE CROSSING AT PAMARAYAN TIMUR IRRIGATION CANAL LOCATION KP 33+420 SERANGPIPE CROSSING AT CIDURIAN RIVER LOCATION KP 42+760 TANGERANGPIPE CROSSING AT DESA TOBAT IRRIGATION CANAL LOCATION KP 47+830PIPE CROSSING AT CIPAYEUN RIVER LOCATION KP 52+030 TANGERANGPIPE CROSSING AT CIMANCEURI RIVER LOCATION KP 53+383 TANGERANGPIPE CROSSING AT CIRARAB RIVER LOCATION KP 62+840 TANGERANG

DETAILS TRENCHLESS KM TOLL 44+000 CIKANDE - BITUNG PIPELINEDETAILS TRENCHLESS KM TOLL 41+000 CIKANDE - BITUNG PIPELINEDETAILS TRENCHLESS KM TOLL 34+750 CIKANDE - BITUNG PIPELINESPECIAL CONSTRUCTION METHOD AT KP 53+690 - KP 53+800SPECIALCONSTRUCTION METHOD AT KP 50+700 - KP 50+920SPECIAL CONSTRUCTION METHOD AT KP 50+950 - KP 51+060SPECIAL CONSTRUCTION METHOD AT KP 51+890 - KP 52+550SPECIAL CONSTRUCTION METHOD AT KP 52+790 - KP 52+820DETAIL TRENCHLESS KM TOLL 31+000 CIKANDE - BITUNG PIPELINE

DETAILS ROAD CROSSING KM TOLL 56+533.87 CIKANDE - BITUNGDETAILS ROAD CROSSING KM TOLL 31+148 CIKANDE - BITUNG PIPELINE

DETAILS OVERPASS CROSSING KM TOLL 53+175 CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 50+593 CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 49+803 CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 47+529 CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 41+000 CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 39+249.2 CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 38+919.22 CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 38+920 CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 36+379.5 CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 36+500 CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 36+250 CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 36+250 CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 33+862 CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 31+578.8 CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 31+516.8 CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 31+406.3 CIKANDE - BITUNG PIPELINE

DETAILS OVERPASS CROSSING KM TOLL 30+390 CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 29+432.5 CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 28+000 CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 27+116.49 CIKANDE - BITUNG PIPELINE

SECTIONAL PGN'S PIPELINE WITHIN MMS - TOLL ROAD AREA TYPICAL CONSTRUCTION DETAIL CIKANDE - BITUNG PIPELINE

SECTIONAL PGN'S PIPELINE WITHIN TOLL ROAD AREA KM TOLL 56+086 ~ KM TOLL 56+000 CIKANDE - BITUNG PIPELINE


SECTIONAL PGN'S PIPELINE WITHIN TOLL ROAD AREA KM TOLL 37+216 ~ KM TOLL 36+701.5 CIKANDE - BITUNG PIPELINE

SECTIONAL PGN'S PIPELINE WITHIN TOLL ROAD AREA KM TOLL 31+634.8 ~ KM TOLL 31+578.8 CIKANDE - BITUNG PIPELINE









Soil Erosion Control Measures - Typical Details Diversion DikeSoil Erosion Control Measures - Typical Details Ditch BreakerSoil Erosion Control Measures - Typical Details Side Slope StabilityTypical Conrete Slab at Graha Mitra Sentosa (GMS) AreaTypical Conrete Slab at Graha Mitra Sentosa (GMS) AreaGas Pipeline At PT. GMS AreaTypical Toll Road Fence ReinstatementSafety HarnessEmergency Symbols ConstructionTraffic Control Light


SECTIONAL PGN'S PIPELINE WITHIN TOLL ROAD AREA KM TOLL 55+155 ~ KM TOLL 54+525 (SHEET 1 OF 2) CIKANDE - BITUNG PIPELINESECTIONAL PGN'S PIPELINE WITHIN TOLL ROAD AREA KM TOLL 55+155 ~ KM TOLL 54+525 (SHEET 2 OF 2) CIKANDE - BITUNG PIPELINESECTIONAL PGN'S PIPELINE WITHIN TOLL ROAD AREA KM TOLL 52+455.85 ~ KM TOLL 52+200.94 CIKANDE - BITUNG PIPELINESECTIONAL PGN'S PIPELINE WITHIN TOLL ROAD AREA KM TOLL 40+163 ~ KM TOLL 39+335 (SHEET 1 OF 2) CIKANDE - BITUNG PIPELINESECTIONAL PGN'S PIPELINE WITHIN TOLL ROAD AREA KM TOLL 40+163 ~ KM TOLL 39+335 (SHEET 2 OF 2) CIKANDE - BITUNG PIPELINE

Traffic ConeTraffic Signs & Traffic Control DevicesTraffic Management Layout (Sheet 1 of 2)Traffic Management Layout (Sheet 2 of 2)

Electrical Symbol and LegendsElectrical Single Line Diagram Bojonegara StationTypical Installation of Lightning Arrester Box at Insulation Joint and Hazardous AreaLayout Plan for Impressed Curret Cathodic Protection System at Bojonegara StationOverall Layout for Temporary Anode and Permanent Test StationOverall Layout for Temporary Anode and Permanent Test StationElectrical Single Line Diagram Bitung StationHazardous Area Classification at Bitung Offtake StationLayout Plan for Electrical Equipment at Bitung Offtake Station

Process Flow Diagram South Sumatra - West Java Gas Distribution PipelineProcess Flow Diagram Compressor StationMaterial Balance Table Base Case for South Sumatra - West Java Gas Distribution PipelineMaterial Balance Table Step-1 Initial Case for South Sumatra - West Java Gas Distribution PipelineMaterial Balance Table Base Case for Compressor StationMaterial Balance Table Case-4: Severe-3 for South Sumatra - West Java Gas Distribution Pipeline

P & ID - 24" Under Ground Pipeline Cikande Offtake Station - Bitung OfftakeP & ID - Cikande Offtake Station Main BranchP & ID - Bitung Offtake Station Main BranchCikande Pipeline Battery Limit CP-3A and CP-3BSectional Valve Location

PIPE CROSSING AT PAMARAYAN TIMUR IRRIGATION CANAL LOCATION KP 33+420 SERANGPIPE CROSSING AT CIDURIAN RIVER LOCATION KP 42+760 TANGERANGPIPE CROSSING AT DESA TOBAT IRRIGATION CANAL LOCATION KP 47+830PIPE CROSSING AT CIPAYEUN RIVER LOCATION KP 52+030 TANGERANGPIPE CROSSING AT CIMANCEURI RIVER LOCATION KP 53+383 TANGERANGPIPE CROSSING AT CIRARAB RIVER LOCATION KP 62+850 TANGERANGPipe Crossing at ROW Pertamina (KP 33+950)

DETAILS ROAD CROSSING KM TOLL 31+148 CIKANDE - BITUNG PIPELINE

DETAILS OVERPASS CROSSING KM TOLL 53+175 (KP 36+500) CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 50+750 (KP 39+160) CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 50+000 (KP 40+020) CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 47+500 (KP 42+180) CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 41+000 CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 39+320 (KP 50+660) CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 38+920 (KP 51+120) CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 36+500 (KP 53+680) CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 36+250 CIKANDE - BITUNG PIPELINE

DETAILS OVERPASS CROSSING KM TOLL 33+750 CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 31+600 CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 31+516.8 CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 31+500 (KP 58+500) CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 31+406.3 CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 31+148 (KP 58+900) CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 30+390 (KP 59+700) CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 29+432.5 (KP 60+750) CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 28+000 (KP 61+980) CIKANDE - BITUNG PIPELINEDETAILS OVERPASS CROSSING KM TOLL 27+116.49/KP 63+100) CIKANDE - BITUNG PIPELINEPipe CROSSING at Cikupa Area (HDD) Location KP 58+360 - KP 58+710

SECTIONAL PGN'S PIPELINE WITHIN MMS - TOLL ROAD AREA TYPICAL CONSTRUCTION DETAIL CIKANDE - BITUNG PIPELINE







Piping Isometric Drawing Typical Sectional Valve Layout Plan for Instrument and F&G System at Bitung Offtake Station


SECTIONAL PGN'S PIPELINE WITHIN TOLL ROAD AREA KM TOLL 55+155 ~ KM TOLL 54+525 (SHEET 1 OF 2) CIKANDE - BITUNG PIPELINESECTIONAL PGN'S PIPELINE WITHIN TOLL ROAD AREA KM TOLL 55+155 ~ KM TOLL 54+525 (SHEET 2 OF 2) CIKANDE - BITUNG PIPELINESECTIONAL PGN'S PIPELINE WITHIN TOLL ROAD AREA KM TOLL 52+455.85 ~ KM TOLL 52+200.94 CIKANDE - BITUNG PIPELINESECTIONAL PGN'S PIPELINE WITHIN TOLL ROAD AREA KM TOLL 40+163 ~ KM TOLL 39+335 (SHEET 1 OF 2) CIKANDE - BITUNG PIPELINESECTIONAL PGN'S PIPELINE WITHIN TOLL ROAD AREA KM TOLL 40+163 ~ KM TOLL 39+335 (SHEET 2 OF 2) CIKANDE - BITUNG PIPELINESECTIONAL PGN'S PIPELINE WITHIN TOLL ROAD AREA KM TOLL 40+163 ~ KM TOLL 39+335 (SHEET 2 OF 2) CIKANDE - BITUNG PIPELINE

SECTIONAL PGN'S PIPELINE WITHIN TOLL ROAD AREA KM TOLL 37+251 ~ KM TOLL 36+644 (KP. 52+852 - KP. 53+363) CIKANDE - BITUNG PIPELINE

SECTIONAL PGN'S PIPELINE WITHIN TOLL ROAD AREA KM TOLL 31+658.7 ~ KM TOLL 31+642.7 (KP. 58+450 - KP. 58+466) CIKANDE - BITUNG PIPELINESECTIONAL PGN'S PIPELINE WITHIN TOLL ROAD AREA KM TOLL 31+581.3 ~ KM TOLL 31+438.2 (KP 58+510 ~ KP 58+610) CIKANDE - BITUNG PIPELINESECTIONAL PGN'S PIPELINE WITHIN TOLL ROAD AREA KM TOLL 31+436~ KM TOLL 31+420 (KP 58+610 - KP 58+630) CIKANDE - BITUNG PIPELINE

SECTIONAL PGN'S PIPELINE WITHIN TOLL ROAD AREA KM TOLL 29+588 ~ KM TOLL 29+490 (KP 60+555 ~ KP 60+654) CIKANDE - BITUNG PIPELINESECTIONAL PGN'S PIPELINE WITHIN TOLL ROAD AREA KM TOLL 28+255 ~ KM TOLL 28+150 (KP 61+770 ~ KP 61+919.3) CIKANDE - BITUNG PIPELINE

Layout Plan for Impressed Curret Cathodic Protection System at Bojonegoro Station (Sheet 1 of 2)Layout Plan for Electrical Equipment at Bitung Offtake StationElectrical Single Line Diagram Bitung Offtake StationOverall Layout for Temporay Cathodic Protection SystemOverall Layout For Permanent Cathodic Protection System (Sheet 1 of 3)Overall Layout For Permanent Cathodic Protection System (Sheet 2 of 3)Overall Layout For Permanent Cathodic Protection System (Sheet 3 of 3)Typical Installation of Permanent Cathodic Protection System and Test Stations at Piping CasingTypical Installation of Permanent Cathodic Protection System and Test Stations at Piping CasingTypical Installation of Temporay Cathodic Protection System and Test StationsTypical Temporary Anodes DetailsTypical Permanent Anodes DetailsCable Layout for Outdoor Lighting Pole at Bitung Offtake StationLayout for Grounding Connection at Bitung Offtake StationCable Schedule at Bitung Offtake StationLightning Protection Coverage Area at Bitung Offtake Station (Sheet 1 of 2)Lightning Protection Coverage Area at Bitung Offtake Station (Sheet 2 of 2)Soil Erosion Control Measures - Typical Details Ditch BreakerTraffic ConeTraffic Sign & Traffic Control DeviceTraffic Management Layout (Sheet 1 of 2)Traffic Management Layout (Sheet 2 of 2)Soil Erosion Control Measures - Rip RapTypical Sectional Valve Box & Support Foundation (Sheet 1 of 3)Typical Sectional Valve Box & Support Foundation (Sheet 2 of 3)Typical Sectional Valve Box & Support Foundation (Sheet 3 of 3)Typical Sectional Valve Box & Support Foundation Anchor BlockTypical Pipe Support (Sheet 1 of 2)Typical Pipe Support (Sheet 2 of 2)Pig Receiver Foundationlightning Protection FoundationSoil Erosion Control measures - Rip Rap Mat GabionTypical Sign Board And Marker Detail (Sheet 1 of 4)Typical Sign Board And Marker Detail (Sheet 2 of 4)Typical Sign Board And Marker Detail (Sheet 3 of 4)Typical Sign Board And Marker Detail (Sheet 4 of 4)Road and Pavement Within Bitung Offtake Station LayoutRoad and Pavement Within Bitung Offtake StationOutdoor Lightning Pole Foundation At Bitung Offtake StationSoil Erosion Control Measures - Typical Details Side Slope StabilityTypical Concrete Slab at Graha Mitra Sentosa (GMS) Area (Sheet 1 of 3 )Typical Concrete Slab at Graha Mitra Sentosa (GMS) Area (Sheet 2 of 3 )Typical Concrete Slab at Graha Mitra Sentosa (GMS) Area (Sheet 3 of 3 )Gas Pipeline at PT . GMS Area (Sheet 1 of 3)Gas Pipeline at PT . GMS Area (Sheet 2 of 3)Gas Pipeline at PT . GMS Area (Sheet 3 of 3)Soil Erosion Control Measures - Waterway Crossing

Typical Toll Road Fence ReinstatementDetail Safety Fence MCB (Mobile Concrete Barrier)

Drawing Index (sheet 1 of 2)Drawing Index (sheet 2 of 2)P & ID Legend Sheet Symbols and Notes (Sheet 2 of 3)P & ID Legend Sheet Symbols and Notes (Sheet 3 of 3)Overall Process Flow SchemeProcess Flow Diagram South Sumatra - West Java Gas Distribution PipelineProcess Flow Diagram Compressor StationMaterial Balance Table Base Case for South Sumatra - West Java Gas Distribution PipelineMaterial Balance Table Step-1 Initial Case for South Sumatra - West Java Gas Distribution PipelineMaterial Balance Table Base Case for Compressor StationMaterial Balance Table Case-4: Severe-3 for South Sumatra - West Java Gas Distribution Pipeline

P & ID - 24" Under Ground Pipeline Cikande Offtake Station - Bitung OfftakeP & ID - Cikande Offtake Station Main BranchP & ID - Bitung Offtake Station Main BranchCikande Pipeline Battery Limit CP-3A and CP-3BPIPE CROSSING AT PAMARAYAN TIMUR IRRIGATION CANAL LOCATION KP 33+420 SERANGPIPE CROSSING AT CIDURIAN RIVER LOCATION KP 42+760 TANGERANGPIPE CROSSING AT DESA TOBAT IRRIGATION CANAL LOCATION KP 47+830PIPE CROSSING AT CIPAYEUN RIVER LOCATION KP 52+030 TANGERANGPIPE CROSSING AT CIMANCEURI RIVER LOCATION KP 53+383 TANGERANGPIPE CROSSING AT CIRARAB RIVER LOCATION KP 62+840 TANGERANGSPECIAL CONSTRUCTION METHOD AT KP 52+790 - KP 52+820DETAILS OVERPASS CROSSING KM TOLL 27+116.49 CIKANDE - BITUNG PIPELINE


SECTIONAL PGN'S PIPELINE WITHIN TOLL ROAD AREA KM TOLL 37+216 ~ KM TOLL 36+701.5 CIKANDE - BITUNG PIPELINE


Cable Schedule for InstrumentationElectrical Symbol and LegendLayout Plan for Impressed Curret Cathodic Protection System at Bojonegoro StationElectrical Single Line Diagram Bitung StationOverall Layout for Temporay Cathodic Protection SystemOverall Layout For Permanent Cathodic Protection System (Sheet 1 of 3)Overall Layout For Permanent Cathodic Protection System (Sheet 2 of 3)Overall Layout For Permanent Cathodic Protection System (Sheet 3 of 3)Typical Installation of Permanent Cathodic Protection System and Test StationsTypical Installation of Temporay Cathodic Protection System and Test StationsTypical Temporary Anodes DetailsTypical Permanent Anodes DetailsCable Layout for Outdoor Lighting Pole at Bitung Offtake Station

SECTIONAL PGN'S PIPELINE WITHIN TOLL ROAD AREA KM TOLL 40+163 ~ KM TOLL 39+335 (SHEET 1 OF 2) CIKANDE - BITUNG PIPELINESECTIONAL PGN'S PIPELINE WITHIN TOLL ROAD AREA KM TOLL 40+163 ~ KM TOLL 39+335 (SHEET 2 OF 2) CIKANDE - BITUNG PIPELINE

Layout for Grounding Connection at Bitung Offtake StationCable Schedule at Bitung Offtake StationLightning Protection Coverage Area at Bitung Offtake Station (Sheet 1 of 2)Lightning Protection Coverage Area at Bitung Offtake Station (Sheet 2 of 2)Typical Cable ConectionTypical Grounding (sheet 1 of 2)Typical Grounding (sheet 2 of 2)Typical Installation CableCivil Drawing Index Soil Erosion Control Measures - Typical Details Ditch BreakerTypical Conrete Slab at Graha Mitra Sentosa (GMS) Area Typical Conrete Slab (type A) at Graha Mitra Sentosa (GMS) Area (Sheet 1 of 3)Typical Conrete Slab (Type B) at Graha Mitra Sentosa (GMS) Area (Sheet 2 of 3)Typical Conrete Slab (Type C) at Graha Mitra Sentosa (GMS) Area (Sheet 3 of 3)Typical Toll Road Fence ReinstatementSoil Erosion Control Measures - Rip Rap Gabion At KP 53+400 (Cimanceuri River)Anchor BlockTypical Sign Board And Marker Detail (Sheet 1 of 4)Typical Sign Board And Marker Detail (Sheet 2 of 4)Typical Sign Board And Marker Detail (Sheet 3 of 4)Typical Sign Board And Marker Detail (Sheet 4 of 4)Road and Pavement Within Bitung Offtake StationRetaining Wall For Cirarab River Crossing At KP 62+840 Cikande - Bitung (Sheet 1 of 2)Retaining Wall For Cirarab River Crossing At KP 62+840 Cikande - Bitung (Sheet 2 of 2)Bitung Offtake Station Foundation LayoutPermanent Slope Protection At Bitung Offtake Station

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Print 3b Drawing

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