HomeMy WebLinkAboutWPO201500026 Plan - As-built 2018-12-194-11
TOP 564.24
IN 15" HDPE 560.25 FROM 4-3 r
OUT 15" HDPE 558.37 TO 4-4-Q
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' 70.61' OF "HDPE I 14-4 1
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LEGEND:
CSW = CONCRETE SIDEWALK
GW = GUY WIRE
HDPE = HIGH DENSITY POLYETHYLENE
LOC = LOCUST
MC = MAILBOX
SFM = SANITARY FORCE MAIN
UP = UTILITY POLE
3TREE12 = 3" TREE WITH 12' CANOPY
TMP 6OA-9-28
BARBARA L. HARRIS
D.B. 4963 P. 745
D.B. 2049 P. 330, 333 PLAT
TEMPORARY
CONSTRUCTION
EASEMENT
D.B. 4963 P. 252, 259 PLAT
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' I \ 1 ' 63.79' OF 15" HDPE
r r I J\ fal 3.48 % I
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20' ASCA ' I
SEWER EASEMENT
D.B. 702 P. 509 i 4-3I
1 TOP 567.74
20.00• I\ IN 15" HDPE 564.54 FROM 4-2
r OUT 15- HDPE 562.47 TO 4-11
'570 — I
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20.00, I
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� 5 4 O � 20' COUNTY OF ALBEMARLE
\' \ DRAINAGE EASEMENT
r I \ I D.B. 4862 P. 387, 394 PLAT I
2I D.B. 4936 P. 315 I
r \ D.B. 4963 P. 252, 259 PLAT
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155.22' OF 15" HDPE TMP 60A-9-25A
JOHN A. HAA5
r �{ f0 6.745% D.B. 4903 P. 569 PLAT
D.B. 4457 PG. 606
i D.B. 530 P. 605 PLAT
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\ ' y TOP 01: WE66
IR
� r I 0P OF WEIR 578.51
IWF;IR OPENING 575.31
IN 48" HDPE 575.06 FROM 4-1 /
OUTW' HDPE 5750 T
TEMPORARY /
40.98' OF 48" HDPE : CONSTRUCTION
5 0.634% EASEMENT
\ D.B. 4903 P. 569 PLAT/
2' OF\SEPERATION� /
BETWEEN PIPES \ /
\46.80' OF 8" PVC
\ S \ fol 1.09%
TOP 587.45 \ \ rOp \ \ N�pFRTy\ /
IN 6" SFM 581.74 FROM NORTH \ °Vl SB> C11vF
IN 8" PVC 581.48 FROM SS2 \ QB•'7? SS-3
OUT 8" PVC 581.35 TO SS3 \ h'Op TOP 586.38
IN 8" PVC 580.84 FROM SS3A
qiQ \ \ S32 OUT 8" PVC 580.62 TO SS5 \ \
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ASBUILT SURVEY
SHOWING BARRACKS ROAD
STORM WATER MANAGEMENT
A PORTION OF VDOT PROJECT
N9999-002-R45
ALBEMARLE COUNTY, VIRGINIA
SCALE: 1" = 25' DECEMBER 19, 2018
SCALE IN FEET
0 12.5 25 37.5 50
W
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9
CHRISTOPHER B. KEAN
LIC. NO. 2378
LINC� LN
SURVEYING
Innovation. Integrity. Vision.
632 BERKMAR CIRCLE
CHARLOTTESVILLE, VIRGINIA 22901
OFFICE: 434-974-1417
117008200-ASB_18353.PRO 117-0082-00