WA0501-PN (2) „. tt vvv ..,•u• ■
0 5 6 Open Cut: 20 1
Bore: 40 L.F. -
Sta. 15 +40.36 C Drive Sta. 16+14.07
Install: 1 — 11.25' 8” Bend Sta. 15 +58.37 Bore: 27 L.F. — 8" Pipe
Road Sta. 15 +26.37 Install: 1 — 11.25' 8" Bend
Bore: 48 L.F. — 8" Ductile Iron Pipe Sta. 15 +79.67 C. Drive S
Sta. 15 +04.37 Existing 3/4"0 Short Service Bore: 27
Existing 3/4"0 Short Service \ Install New 1"0 Type K " Copper Service
Install New 1"0 Type K " Copper Service
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150 Sta. 14 +98.02 0 V
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Install: 1 — 11.25' 8" Bend
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Sta. 14 +67.90 ,....e+...�.+ '
Install: 1 — 11.25' 8" Bend mo,,,.. „
t 48" RCP Sta. 14 +57.37
041...'- �i'Z:.Gf.P• Ex. 24 C.M.P.
" Ex. t2" PVC 16+00 on -t.nX on -1.75X 17+00
Raise Proposed 8 Pipe on -3.23 -
Install: 4 — 45 8" Bends • � ./► .err Ex. t2' C.N.P. Ex. to" R.C.P.
56 L.F. — 8" Ductile Iron Pipe 1 _ • on -3.43X 2 C. on -0 • x
� .1 ASPHALT �..
Sta. 14 +37.81
` PAVEMENT - Mr ,
Install: 1 — 11.25' 8" Bend\ f
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r . 1 Z .. .
Sta. 14 +07.72 l , *� ry C CONC I g i
R.C.P. -4.2 EX. 12 C.M.P�
Install: 1 — 11.25' 8" Bend ` -o.o7X °N - 58x
Sta. 13 +77.63 ` '
Install: 1 — 11.25' 8" Bend ' 11
.—•. Sta. 16 +07.24 Existing 4" Ga.
Sta. 13 +66.75 ON -t " CAA f Ex Tz" R.C.P. Existing 3/4 "0 Long Service
Install: 1 — Fire Hydrant (SD16) / ` ON -2. 7% install New 1"0 Type K Copper Service v
1 — 8"x 6 TEE Sta. 15 +05.03
1 — 6" Gate Valve (SD15) C� • Existing 3/4 "0 Long Service
1 — 5 1.f. of 6" PVC x Install New 1"0 Type K" Copper Service • X0( (,' l e 1 - 8" Gate Valve (SD 15) mob
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C /3 4.7 7 CURVE #4
,( / D _ 700 07' 38" Approximate Sta. 16 +40 — Verizon Crossing
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PAVEIAEN
ASPHALT T '. �`
ii
P R = 149.60' Verify Depth Prior to Construction
- Ex. t2" R.G.P. ON -2.59% 1 10J.00'
L= 183.10'
Sta. 13 +44.84 ,"
Connect to Existing_ 6" C.I.P. W.L. •
Install: 1 — 8 "x 6" Tee , l ir --- 1 10 Lf. of 6 PVC c+ akc.
1 — 6" Gate Valve (SD15) " '
Q Road Sta. 13 +26.58
44 / Sta. 13 +04.65 '� Bore: 4 — 8" Ductile Iron Pipe
Remove Ex. Fire Hydrant
7 , 153
; L
Sta. 12 +71.32
1 34 Existing 3/4 "0 Long Service VA 0-01 Install New 1 "0 Type K" Copper Service