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HomeMy WebLinkAbout20070173 Ver 5_CL XX DAPI-US 3 10 00156 03 004_201612217 W W 1 3 1 2 K SLOTTED DRAI 3C 3C 2S 2S 2E 2E ELEVATION 2; I CI -31 G Is POND 2 1 ' SLOTTED DRAIN I ' FES#1 - SWMt3 #2 1 SMH-19�—\ G� Q CI -33 `a '' X WAREHOUSE 0 --4 o I V.1 I r °.-1 _ PLAN 0 50' 100' 01 r� o o�. Q 0 /'� O Q 0 �. 0 0 \18" SA AR 0 Q 0 C 42" STORM <� C I B I A A 0+00 1+00 2+00 3+00 4+00 5+00 6+00 STATION STORM DRAIN LINE LA PROFILE HORIZONTAL SCALE: 111 = 50' VERTICAL SCALE: 1" = 51 7+00 8+00 SHEET LOCATION D .NOTES: 7 1. REFER TO CL XX DAPI -US 3 10 00156 00 FOR KEY PLAN, LEGEND AND 42. WRAP BEDDING�NDPR=IMARYBCL�AROU�NDTHECOLLOWZMGPE SEGMENTS WITH MIRIFI170N FILER FABRIC. REFER TO SHEET CL XX DAPI -US 3 10 00546 00 FOR DETAILS. 2.1. SMH-19 TO FES#1 2.2. SMH -18 TO SMH-19 2.3. CI -33 TO SMH -18 2.4. CI -32 TO CI -33 9+00 10+00 004 26JUL2016 CIT IFC - ADD MIRAFI 170N FILTER FABRIC AROUND BACKFILL 003 21JUN2016 CIT ISSUED FOR CONSTRUCTION - STORM RELOCATED TO AVOID PILE CAP 0 002 15JUN2016 CIT ISSUED FOR CONSTRUCTION 1 001 09JUN20.16 CIT ISSUED FOR INFORMATION - 95°x6 DESIGN 00A 1 2016 CIT ISSUED FOR SQUAD CHECK Ore ev. date: Design snit.: Revisions: Know what's bel FDEE Enaineerina Professional r or io 100 Fluor Daniel rive, Greenville, SC 29607 License No. C 7 Call before u di ' ra ng Drawing Document ked: approved: classification Novo Nordisk ,•��' R04 �%, novo nordisw Diabetes API -US ��S S I p4; -y Novo Nordisk AIS Creation date: 30APR2016 3611 Powhatan RoadCIVIL Revision date; 26JUL2016 SEA,' = Gayton, NC 27527 Drawn B C. TAYLOR UNDERGROUND UTILITIES X8243 USA Design By: A.ZUENDT STORM DRAIN LINE LA Scale: AS NOTED Page no.: PLAN AND PROFILE ,N ' \ CL XX DAPI -US 3 10 00156 03 004 C M1 51 M om 1 21 O M N M01 pCM 00 M 06 1000N !� �I,aZO O N N ,.., O 00 r -4 r�-yyzz i fY] NOtiNN0 M�.-1� �+ VZW ' �o I d ��n_ Z3 00 305 300 r1 [+yoo ,:,�DN�ZZ U rnR �� V or 00 rn N 00MNNI— U1, r' O NNHO Wr1 y z W cZZ"P-4 NN WNN _ - r p Gr N Qy W OM i r� tOc r"� ' M I� O O mpN T 'Inn OD Gnp N C7,nV'� �`DN>rz nzw M o -r UzWOGa-iH d rZ 01Z0 > > N ZZ rrr f�00N UZW�Zz N nOLOf�IN � N ry,-i � NmzO N r O0NM �O►-,Nz�O WZW0c _ OD I � �jOp.1 NO Oi hNNNN 00 N r1 .. .. � -• ROUGH GRAQE ISTING RADE _ 00 G OUNd ATER _ —_ N 11:1 - O m Do -- N r -4O p— In �0 � N -- — -- ,i Cf1 C � N p N 00 Z 10 N :i > — SWMB #2 17' OF 18" HOPE 01.00% I— 100 YR: 285.89 285 10 YR: 284.97 92' OF 18" HDPE @ 1.00°x6 300' OF 24" HDPE @ 1.00 1 - -2 8 0 POND BOTTOM: 280.0 148' OF HDPE 24" @ 1.00% 278' OF 36" HDPE @ 0.50% — - ^� �-- 69' OF 48" HDPE @ 0.50% —I— -- 275 270 0+00 1+00 2+00 3+00 4+00 5+00 6+00 STATION STORM DRAIN LINE LA PROFILE HORIZONTAL SCALE: 111 = 50' VERTICAL SCALE: 1" = 51 7+00 8+00 SHEET LOCATION D .NOTES: 7 1. REFER TO CL XX DAPI -US 3 10 00156 00 FOR KEY PLAN, LEGEND AND 42. WRAP BEDDING�NDPR=IMARYBCL�AROU�NDTHECOLLOWZMGPE SEGMENTS WITH MIRIFI170N FILER FABRIC. REFER TO SHEET CL XX DAPI -US 3 10 00546 00 FOR DETAILS. 2.1. SMH-19 TO FES#1 2.2. SMH -18 TO SMH-19 2.3. CI -33 TO SMH -18 2.4. CI -32 TO CI -33 9+00 10+00 004 26JUL2016 CIT IFC - ADD MIRAFI 170N FILTER FABRIC AROUND BACKFILL 003 21JUN2016 CIT ISSUED FOR CONSTRUCTION - STORM RELOCATED TO AVOID PILE CAP 0 002 15JUN2016 CIT ISSUED FOR CONSTRUCTION 1 001 09JUN20.16 CIT ISSUED FOR INFORMATION - 95°x6 DESIGN 00A 1 2016 CIT ISSUED FOR SQUAD CHECK Ore ev. date: Design snit.: Revisions: Know what's bel FDEE Enaineerina Professional r or io 100 Fluor Daniel rive, Greenville, SC 29607 License No. C 7 Call before u di ' ra ng Drawing Document ked: approved: classification Novo Nordisk ,•��' R04 �%, novo nordisw Diabetes API -US ��S S I p4; -y Novo Nordisk AIS Creation date: 30APR2016 3611 Powhatan RoadCIVIL Revision date; 26JUL2016 SEA,' = Gayton, NC 27527 Drawn B C. TAYLOR UNDERGROUND UTILITIES X8243 USA Design By: A.ZUENDT STORM DRAIN LINE LA Scale: AS NOTED Page no.: PLAN AND PROFILE ,N ' \ CL XX DAPI -US 3 10 00156 03 004 C M1 51 M om 1 21