HomeMy WebLinkAbout20070173 Ver 5_CL XX DAPI-US 3 10 00156 03 004_201612217
W
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1 2
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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
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17' OF 18"
HOPE
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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