HomeMy WebLinkAboutC-208_Private Road E Utiltiy Plan V1APPROVED
M06/22
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WATER NOTES
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REMOVE EXISTING THRUST BLOCK, BLOW OFF
ASSEMBLY, AND APPROXIMATELY 7-LF OF
EXISTING WATER PIPE TO ENSURE MINIMUM
10-FT SEPARATION TO SEWER AND CONNECT TO
EXISTING 8" WATER MAIN STUB. CONTRACTOR TO
DIG & VERIFY SIZE, MATERIAL, AND DEPTH OF
WATERLINE PRIOR TO CONSTRUCTION. o
STA: 1 1 +99.00, 37.7' L. U
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8" 45" ELBOW WITH THRUST BLOCK PER ISPWC w
SD-403. _
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177 LF 8" C900 WATER LINE w
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25 LF 8" C900 WATER LINE U)
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2" BLOW -OFF ASSEMBLY PER COM SD-W13.
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8"x8" TEE W/ (2) GATE VALVES AND THRUST
BLOCK PER ISPWC SD-403.
W7
44 LF 8" C900 WATER LINE
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51 LF 8" C900 WATER LINE
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POTABLE, NON -POTABLE CROSSING. SEE SHEET
C-002 WATER NOTES 2 AND 3.
SANITARY SEWER NOTES
s1 SEE "OUTERBANKS SANITARY SEWER" SET OF
PLANS.
DRAINAGE NOTES
D1 TYPE I CATCH BASIN PER ISPWC SD-601
p2 OBSERVATION WELL PER ACHD SUPPLEMENT TO
ISPWC SD-627
D3 SEEPAGE BED M PER ACHD BMP-20
DIMENSIONS: 10'x24'x4.5' DEEP
VOLUME= 451 CIF WATER
MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR
TOP OF BED: 2571.00
BOTTOM OF BED: 2566.50
BOTTOM OF SAND: 2565.00
p4 1000 GAL. SAND AND GREASE TRAP M PER
ISPWC SD-624.
INV IN: 2570.95
INV OUT: 2570.10
INLET BAFFLE EL. 2570.35, OUTLET BAFFLE EL.
2570.85
D5 24 LF 18" PVC @ 0.00% (PERFORATED)
D6 21 LF 12" PVC @ 0.50%
NOTES:
1. ALL SAND AND GREASE TRAPS SHALL HAVE 20" BAFFLE
SEPARATION.
2. NO TREES OR DEEP ROOTED BUSHES SHALL BE
PLANTED WITHIN THE EASEMENT.
2585-
2580-
2575-
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2560-
2555
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HORZ 0 20 40
VERT 0 5 10
SCALE IN FEET
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FILE: 10-20-143_C-207
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JUB PROJ. # : 10-20-143
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DRAWN BY: JGC
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DESIGN BY: DSM
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CHECKED BY: DSM
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LAST UPDATED: 7/12/2022
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