HomeMy WebLinkAboutR-438812TAX PARCELS 3340404265 AND 3340404148
BOUNDARY AND TOPOGRAPHIC SURVEY DETAIL
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SANITARY SEWER
MANHOLE - FULL
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INVERTS FELT
/RIM-21.35' N/
TOP WATER-20.01'
ATE 2 4'
SANITARY SEWER /
MANHOLE 214 N
W/ CONC. CHANNEL
RIM=21.61'
IE=14.61' 6" PVC N
IE=14.33' 8" PVC E
IE=14.06' 8" CONC. W
46'(C)�/ LADDER=
IE=19.00' 8" PVC N
IE=18.79' 8" PVC SW
IE=19.15' 6" PVC W
6' CLF ANGLE POINT
BEARS N53023W, 1.3' FROM CALCULATED LOT CORNER
8' CLF END BEARS N25°48'W, 1.0' FROM CALCULATED LOT n
CORNER /
-8' CLF
STORMDRAIN MANHOLE
TYPE II
RIM=20.35'
IE=14.80' 8" PVC E /
8" STANDPIPE STRUCTURE /
ON WEST SIDE /
IE=14.80' 8" PVC W /
BOTTOM STANDPLADDER8N
(ENCOMPASSESUTILITIES EASEMENT TO THE CITY OF WHOLE VACATED PER AFN 20020207002539, CITY OSTR ET) NOORDINANCE 4942
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W 13TH STREET �
STORMDRAIN MANHOLE
TYPE II
RIM-20.36'
IE=14.86' 8" S (FULL OF DIRT)
8" STANDPIPE STRUCTURE
ON WEST SIDE
IE=15.278" PVC W
TOP STANDPIPE=17.81'
BOTTOM STAN DPI PE=14.81'
LADDER=N
2.8'
21
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STORMWATER I P �i —21 — TOP021.8' 6.2'
a 11� -STORMDRAIN CULVERT END DETENTION I _ rnF�18.1' TOE TOE
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SCALE: 1" = 10'
FOR 22" X 34" SHEET
LINE IS 1"AT
FULL SCALE
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Call before you dig.
01/29/2026
SHEET MATCHLINE
SEE SHEET 9 OF 55 FOR CONTINUATION
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----8'/6' CLF INTERSECTION
BEARS S26055W, 0.8' FROM THE
CALCULATED LOT CORNER
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-6' CLF
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SHEET MATCHLINE
SEE SHEET 13 OF 55 FOR CONTINUATION
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R-438812