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Home My WebLink About20070173 Ver 5_CL XX DAPI-US 3 10 00156 02 003_2016122181 71 61 4 1 1 3 1 1 2 1 I K 42" t INV: INV: 284.00 H G 1 1 310 305 300 295 290 285 ELEVATION 280 PLANLU u 5 u 100' j Q L 6 04-00 1+00 2+00 3+00 4+00 5+00 6+00 STATI O N STORM LINE GA PROFILE HORIZONTAL SCALE: 111= 501 VERTICAL SCALE: 111= 5' K J H G F E 7+00 310 305 300 295 290 285 tE LINE k 2so LOTTED DRAIN SLOTTED DRAIN 'ION SHEET LOCATION D C NOTES: 1. REFER TO CL XX DAPI -US 3 10 00156 00 FOR KEY PLAN, LEGEND AND G= LTES 3 2. WRAP BEDDING AND PRIMARY BACKFILL AROUND THE FOLLOWING PIPE SEGMENTS WITH MIRIFI17ON FILER FABRIC. REFER TO SHEET CL XX DAPI -US 310 00546 00 FOR DETAILS. 2.1. SMH-26 TO FES #1 2.2. SMH-9 TO SMH-26 2.3. SMH-12 TO SMH-9 2.4. SMH-13 TO SMH-12 2.5. SMH-14 TO SMH-13 ■ i Know what's IOW. Call befi a yo 003 26JUL2016 CIT IFC - ADD MIRAFI 170N FILTER FABRIC AROUND BACKFILL 002 15JUN20 - CIT ISSUED FOR CONSTRUCTION 001 091 016 CIT ISSUED FOR INFORMATION - 95% DESIGN 00A AIMAY2016 CIT ISSUED FOR SQUAD CHECK Rev. date: I Design init.: Revisions. FDEE Engineering Professional Corporation 100 Fluor Daniel Drive. Greenville C 29607 License No C-074 Dra ng c ked: Drawing Document approved: classification ` Rc,''f, S/0". , '-- % O 5 : 4 SEAL _ _ X18243 • N�tt1E .......... VA "` novonordisl< Novo Nordisk AIS 3611 Powhatan Road US�ton,NC27527 Novo Nordisk Diabetes API -US Creation date: 30APR2016 CIVIL UNDERGROUND UTILITIES STORM DRAIN LINE GA PLAN AND PROFILE Revision date: 26JUL2016 Drawn By: C. TAYLOR Design By: AT Scale: ASS NOTED Pae no.: CL XX DAPI -US 3 10 00156 02 003 C �Mml M mmm mill M i�',mm �C �� SCC .� �� HDPEIFMM MM 0F. IPOND BOTTOM: 284,0 0' OF 42"2-1HDPE H 04-00 1+00 2+00 3+00 4+00 5+00 6+00 STATI O N STORM LINE GA PROFILE HORIZONTAL SCALE: 111= 501 VERTICAL SCALE: 111= 5' K J H G F E 7+00 310 305 300 295 290 285 tE LINE k 2so LOTTED DRAIN SLOTTED DRAIN 'ION SHEET LOCATION D C NOTES: 1. REFER TO CL XX DAPI -US 3 10 00156 00 FOR KEY PLAN, LEGEND AND G= LTES 3 2. WRAP BEDDING AND PRIMARY BACKFILL AROUND THE FOLLOWING PIPE SEGMENTS WITH MIRIFI17ON FILER FABRIC. REFER TO SHEET CL XX DAPI -US 310 00546 00 FOR DETAILS. 2.1. SMH-26 TO FES #1 2.2. SMH-9 TO SMH-26 2.3. SMH-12 TO SMH-9 2.4. SMH-13 TO SMH-12 2.5. SMH-14 TO SMH-13 ■ i Know what's IOW. Call befi a yo 003 26JUL2016 CIT IFC - ADD MIRAFI 170N FILTER FABRIC AROUND BACKFILL 002 15JUN20 - CIT ISSUED FOR CONSTRUCTION 001 091 016 CIT ISSUED FOR INFORMATION - 95% DESIGN 00A AIMAY2016 CIT ISSUED FOR SQUAD CHECK Rev. date: I Design init.: Revisions. FDEE Engineering Professional Corporation 100 Fluor Daniel Drive. Greenville C 29607 License No C-074 Dra ng c ked: Drawing Document approved: classification ` Rc,''f, S/0". , '-- % O 5 : 4 SEAL _ _ X18243 • N�tt1E .......... VA "` novonordisl< Novo Nordisk AIS 3611 Powhatan Road US�ton,NC27527 Novo Nordisk Diabetes API -US Creation date: 30APR2016 CIVIL UNDERGROUND UTILITIES STORM DRAIN LINE GA PLAN AND PROFILE Revision date: 26JUL2016 Drawn By: C. TAYLOR Design By: AT Scale: ASS NOTED Pae no.: CL XX DAPI -US 3 10 00156 02 003 C 1 7 1 1 6 1 1 5 1 1 4 1 3 —� Z