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<br />11"PO
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<br />14"PO11"PO14"PO 10"PO10"PI8"OA7"FR8"PI6"PI7"PO13"FR
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<br />10"PI
<br />8"PO
<br />11"SP7"SP7"SP
<br />9"EL
<br />10"SP 29"SP
<br />15"EL
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<br />11"PI
<br />13"WI16"PI14"PI14"PI
<br />15"PI
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<br />8"PO
<br />8"PO
<br />9"PO
<br />14"PO 28"PO7"BI7"PO17"PO 210"PO 7"PI
<br />13"PI7"PI6"PI
<br />6"PO
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<br />18"PI7"PO
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<br />7"PO
<br />10"PO11"OA7"PO12"PI
<br />13"PI
<br />6"FR14"PI
<br />9"PO
<br />9"PO
<br />6"PO9"PO
<br />7"PO
<br />7"PO
<br />10"PO
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<br />Hodgson Road(Publicly Traveled Roadway)Wetlands Delineated by KjolhaugEnvironmental, Located 06/11/18x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
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<br />FENCE COR. FALLS0.5± SOUTH
<br />FENCE COR. FALLSON PROP. LINE
<br />FENCE COR. FALLS2.1± NORTH
<br />FENCE FALLS0.1± NORTH
<br />FENCE FALLS0.1± SOUTH
<br />BITUMINO
<br />US TRAIL
<br />W'ly Ext. of N Line ofLot 4, AUD. SUB. NO. 107
<br />Centerline of Hodgson Rd. per MNDOTNotes Project SP 0204-4711 Dated 04-92NE'ly Line of Lot 22SW'ly Line of Lot 4
<br />N Line of Lot 4, AUD. SUB. NO. 107& N Line of SW 1/4 of theSE 1/4 of S. 31, T. 31, R. 22
<br />S Line of ROHAVIC OAKS
<br />E Line of Lot 4 & W Line of HodgsonRd. per S'ly Extension of E Line ofROHAVIC OAKS and MonumentationEDGE OF BITUMINOUSEDGE OF BITUMINOUSELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELE(FKA Hwy. 29)EDGE OF BITUMINOUSEDGE OF BITUMINOUS66
<br />633.17E Line of Lot 4 perAUD. SUB. NO. 107Approx. S Line of Lot 14,L O T 1 4E
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<br />N89°53'35"E 1014.46
<br />Trail Easement2
<br />0 20202
<br />3
<br />6
<br />.
<br />7
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<br />L =6 3 .7 2
<br />Δ =4 0 °3 4 '0 2"
<br />R =9 0 .0 0
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<br />S71°02'23"E25.50
<br />L =8 1 .6 0
<br />Δ =6 6 °4 7 '2 7 "
<br />R =7 0 .0 0
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<br />06.1 EOF
<br />06.3 EOF
<br />00.1 EOF
<br />05.9 EOF
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<br />06.4 EOF
<br />05.1 EOF06.3 EOF
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<br />18"OA
<br />15"PI12"PO
<br />11"PO
<br />11"PO8"PO
<br />7"PO9"PO
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<br />10"PO
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<br />8"PO
<br />11"SP7"SP7"SP
<br />9"EL
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<br />15"EL
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<br />11"PI
<br />13"WI16"PI14"PI14"PI
<br />15"PI
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<br />9"PI7"PI7"PI
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<br />8"PO
<br />8"PO
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<br />13"PI7"PI6"PI
<br />6"PO
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<br />18"PI7"PO
<br />7"PO
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<br />7"PO
<br />10"PO11"OA7"PO12"PI
<br />13"PI
<br />6"FR14"PI
<br />9"PO
<br />9"PO
<br />6"PO9"PO
<br />7"PO
<br />7"PO
<br />10"PO
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<br />Hodgson Road(Publicly Traveled Roadway)Wetlands Delineated by KjolhaugEnvironmental, Located 06/11/18x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
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<br />FENCE COR. FALLS0.5± SOUTH
<br />FENCE COR. FALLSON PROP. LINE
<br />FENCE COR. FALLS2.1± NORTH
<br />FENCE FALLS0.1± NORTH
<br />FENCE FALLS0.1± SOUTH
<br />BITUMINO
<br />US TRAIL
<br />W'ly Ext. of N Line ofLot 4, AUD. SUB. NO. 107
<br />Centerline of Hodgson Rd. per MNDOTNotes Project SP 0204-4711 Dated 04-92NE'ly Line of Lot 22SW'ly Line of Lot 4
<br />N Line of Lot 4, AUD. SUB. NO. 107& N Line of SW 1/4 of theSE 1/4 of S. 31, T. 31, R. 22
<br />S Line of ROHAVIC OAKS
<br />E Line of Lot 4 & W Line of HodgsonRd. per S'ly Extension of E Line ofROHAVIC OAKS and MonumentationEDGE OF BITUMINOUSEDGE OF BITUMINOUSELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELE(FKA Hwy. 29)EDGE OF BITUMINOUSEDGE OF BITUMINOUS66
<br />633.17E Line of Lot 4 perAUD. SUB. NO. 107Approx. S Line of Lot 14,L O T 1 4E
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<br />N89°53'35"E 1014.46
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<br />8"PO
<br />11"SP7"SP7"SP
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<br />18"PI7"PO
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<br />7"PO
<br />10"PO11"OA7"PO12"PI
<br />13"PI
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<br />9"PO
<br />6"PO9"PO
<br />7"PO
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<br />FENCE COR. FALLS0.5± SOUTH
<br />FENCE COR. FALLSON PROP. LINE
<br />FENCE COR. FALLS2.1± NORTH
<br />FENCE FALLS0.1± NORTH
<br />FENCE FALLS0.1± SOUTH
<br />BITUMINO
<br />US TRAIL
<br />W'ly Ext. of N Line ofLot 4, AUD. SUB. NO. 107
<br />Centerline of Hodgson Rd. per MNDOTNotes Project SP 0204-4711 Dated 04-92NE'ly Line of Lot 22SW'ly Line of Lot 4
<br />N Line of Lot 4, AUD. SUB. NO. 107& N Line of SW 1/4 of theSE 1/4 of S. 31, T. 31, R. 22
<br />S Line of ROHAVIC OAKS
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<br />633.17E Line of Lot 4 perAUD. SUB. NO. 107Approx. S Line of Lot 14,L O T 1 4E
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<br />N89°53'35"E 1014.46
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<br />N89°53'35"E 1014.46
<br />Trail Easement2
<br />0 20202
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<br />L =6 3 .7 2
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<br />R =9 0 .0 0
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<br />W
<br />L
<br />W
<br />L
<br />W
<br />L
<br />W
<br />L
<br />WL
<br />WL
<br />WL
<br />6
<br />2
<br />.
<br />9
<br />1
<br />S73°40'37"W
<br />35.00
<br />605.00'5.00'LOT 4
<br />DRY BASIN 4P
<br />WETLAND 1
<br />LOT 9
<br />EXISTING 2YR HWL = 899.66
<br />LOT 3
<br />PROPOSED 2YR HWL = 899.70
<br />PROPOSED 100YR HWL = 900.34
<br />PROPOSED 10YR HWL = 900.05
<br />EXISTING 100YR HWL = 900.72
<br />LOT 1LOT 6 LOT 5
<br />LOT 20
<br />EXISTING 10YR HWL = 900.13
<br />LOT 13
<br />LOT 2
<br />LOT 15
<br />LOT 17
<br />LOT 12
<br />LOT 10
<br />LOT 16
<br />LOT 14
<br />LOT 7
<br />POND 3P NORTH POND
<br />LOT 11
<br />LOT 8
<br />LOT 19
<br />LOT 18
<br />25' WETLAND BUFFER
<br />233 WOODRIDGE LANE
<br />231 WOODRIDGE LANE
<br />LINO LAKES, MN 55014
<br />229 WOODRIDGE LANE
<br />LINO LAKES, MN 55014
<br />223 WOODRIDGE LANE
<br />LINO LAKES, MN 55014
<br />221 WOODRIDGE LANE
<br />LINO LAKES, MN 55014
<br />BLANCHARD BOULEVARDDENNIS LANEHAMMERLY COURT
<br />152' - 15"
<br />R
<br />C
<br />P
<br />@ 0.53%
<br />45' - 18" RCP
<br />@ 0.69%
<br />82' - 1
<br />8"
<br />R
<br />C
<br />P
<br />@ 0.69
<br />%46' - 18" RCP@ 0.72%57' - 24" RCP@ 0.35%157' - 30" RCP@ 0.32%25' - 30"
<br />R
<br />C
<br />P
<br />@ 0.60
<br />%
<br />19
<br />7
<br />'
<br />
<br />-
<br />
<br />1
<br />2
<br />"
<br />
<br />R
<br />C
<br />P@ 0.74%7' - 18" RCP
<br />@ 0.46%
<br />35
<br />'
<br />
<br />-
<br />
<br />1
<br />8
<br />"
<br />
<br />R
<br />C
<br />P
<br />@
<br />
<br />0
<br />.
<br />5
<br />5
<br />%
<br />29' -
<br />1
<br />8
<br />"
<br />
<br />R
<br />C
<br />P
<br />@ 0.
<br />6
<br />1
<br />%
<br />22' - 15" RCP
<br />@ 0.41%57' - 15" RCP@ 0.44%63' - 15" RCP@ 0.43%76' - 15" RCP@ 0.65%64' - 15" RC
<br />P
<br />@ 0.45%27' - 15" RCP@ 0.44%29' - 15" RCP@ 0.45%35' - 15" RCP@ 1.03%29' - 15" RCP@ 0.79%72' - 15" RCP@ 2.78%99' -
<br />
<br />1
<br />5
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<br />
<br />R
<br />C
<br />P
<br />@ 0
<br />.
<br />5
<br />0
<br />%54' - 15" RCP
<br />@ 0.50
<br />%15' - 15" RCP@ 0.68%57' - 15" RCP
<br />@ 0.35%
<br />56' - 15" RCP
<br />@ 0.35%
<br />58' - 15" RCP
<br />@ 0.35%
<br />58' - 15" RCP
<br />@ 0.35%151' - 15" RCP
<br />@ 0.35%
<br />129' - 15" RCP
<br />@ 0.49%
<br />32' - 15" RC
<br />P
<br />@ 0.63%50' - 15" RCP
<br />@ 0.52
<br />%
<br />21' - 18" RCP
<br />@ 0.41%
<br />12
<br />4
<br />'
<br />
<br />-
<br />
<br />2
<br />1
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<br />
<br />R
<br />C
<br />P
<br />@
<br />0
<br />.
<br />3
<br />3
<br />%77' - 15" RCP@ 0.43%22
<br />'
<br />
<br />-
<br />
<br />1
<br />5
<br />"
<br />
<br />R
<br />C
<br />P
<br />@
<br />
<br />0
<br />.
<br />5
<br />0
<br />%
<br />7
<br />0
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<br />P@
<br />0
<br />.
<br />4
<br />6%22' - 15" RCP@ 0.45%78' - 15" RCP
<br />@ 1.27%31' - 15" RCP@ 1.00%22' - 15" RCP@ 0.45%FFE = 905.5
<br />= ARCH 95'-0"
<br />CB 20
<br />RIM = 906.7
<br />INV. = 902.66 (SW)
<br />INV. = 902.58 (N)
<br />48" ID
<br />R-3508-C
<br />CB 21
<br />RIM = 907.5
<br />INV. = 902.85 (S)
<br />48" ID
<br />R-3508-C
<br />MH 110
<br />RIM = 907.7
<br />INV. = 896.15 (N)
<br />INV. = 896.15 (W)
<br />72" ID
<br />R-1642
<br />CB 40E
<br />RIM = 906.3
<br />INV. = 901.77 (W)
<br />48" ID
<br />R-2501
<br />MH 120A
<br />RIM = 907.3
<br />INV. = 902.17 (NE)
<br />INV. = 901.97 (W)
<br />48" ID
<br />R-1642
<br />MH 112
<br />RIM = 906.6
<br />INV. = 898.48 (NE)
<br />INV. = 898.08 (SW)
<br />48" ID
<br />R-1642
<br />MH 126
<br />RIM = 906.5
<br />INV. = 899.50 (E)
<br />INV. = 899.50 (W)
<br />48" ID
<br />R-1642
<br />CB 23
<br />RIM = 906.5
<br />INV. = 901.11 (E)
<br />INV. = 901.11 (W)
<br />INV. = 901.91 (S)
<br />INV. = 902.60 FD
<br />INV. = 902.85 PPD
<br />48" ID
<br />R-3067-V
<br />CB 25
<br />RIM = 906.6
<br />INV. = 902.14 (SW)
<br />INV. = 902.14 (N)
<br />INV. = 902.60 FD
<br />INV. = 903.70 DT
<br />48" ID
<br />R-3067-V
<br />CB 40D
<br />RIM = 905.2
<br />INV. = 901.57 (E)
<br />INV. = 901.57 (W)
<br />48" ID
<br />R-2501
<br />MH 125
<br />RIM = 906.3
<br />INV. = 899.30 (E)
<br />INV. = 899.30 (SW)
<br />INV. = 901.25 (SE)
<br />48" ID
<br />R-1642CB 34
<br />RIM = 906.0
<br />INV. = 899.04 (NE)
<br />INV. = 898.99 (SW)
<br />INV. = 901.49 (SE)
<br />48" ID
<br />R-3067-V
<br />MH 121
<br />RIM = 905.9
<br />INV. = 897.23 (SW)
<br />INV. = 897.00 (SE)
<br />48" ID
<br />R-1642
<br />MH 111
<br />RIM = 906.3
<br />INV. = 897.75 (NE)
<br />INV. = 897.35 (SW)
<br />72" ID
<br />R-1642
<br />CB 17
<br />RIM = 906.0
<br />INV. = 901.68 (E)
<br />INV. = 901.68 (S)
<br />48" ID
<br />R-2501
<br />MH 113
<br />RIM = 905.8
<br />INV. = 899.35 (E)
<br />INV. = 899.05 (SW)
<br />INV. = 900.95 (N)
<br />48" ID
<br />R-1642
<br />CB 35
<br />RIM = 906.0
<br />INV. = 901.60 (NW)
<br />INV. = 902.10 FD
<br />INV. = 902.54 PPD
<br />48" ID
<br />R-3067-V
<br />CB 36
<br />RIM = 905.9
<br />INV. = 901.57 (NW)
<br />48" ID
<br />R-2501
<br />MH 123
<br />RIM = 905.9
<br />INV. = 898.48 (NE)
<br />INV. = 898.48 (NW)
<br />INV. = 899.88 (SW)
<br />48" ID
<br />R-1642
<br />CB 16
<br />RIM = 905.7
<br />INV. = 901.26 (S)
<br />48" ID
<br />R-2501
<br />CB 37
<br />RIM = 905.6
<br />INV. = 900.13 (W)
<br />INV. = 901.18 (S)
<br />INV. = 900.13 (E)
<br />INV. = 901.80 FD
<br />INV. = 902.12 PPD
<br />48" ID
<br />R-3508-C
<br />CB 38
<br />RIM = 905.6
<br />INV. = 901.28 (N)
<br />48" ID
<br />R-3508-C
<br />CB 30
<br />RIM = 905.6
<br />INV. = 899.53 (SE)
<br />INV. = 899.13 (NW)
<br />INV. = 901.80 FD
<br />48" ID
<br />R-3067-V
<br />CB 15
<br />RIM = 905.6
<br />INV. = 897.15 (NE)
<br />INV. = 896.65 (S)
<br />INV. = 898.95 (SE)
<br />INV. = 900.16 PPD
<br />INV. = 901.80 FD
<br />72" ID
<br />R-3067-V
<br />CB 26
<br />RIM = 905.5
<br />INV. = 901.19 (N)
<br />INV. = 898.19 FD
<br />48" ID
<br />R-3067-V
<br />CB 22
<br />RIM = 905.5
<br />INV. = 900.31 (E)
<br />INV. = 899.66 (W)
<br />INV. = 901.56 (N)
<br />INV. = 901.06 (S)
<br />INV. = 901.70 FD
<br />INV. = 902.54 PPD
<br />60" ID
<br />R-3067-V
<br />CB 39A
<br />RIM = 905.5
<br />INV. = 901.12 (S)
<br />INV. = 901.12 (W)
<br />INV. = 901.70 FD
<br />INV. = 902.06 PPD
<br />48" ID
<br />R-3508-C
<br />CB 39B
<br />RIM = 905.5
<br />INV. = 901.22 (N)
<br />INV. = 901.72 FD
<br />48" ID
<br />R-3508-C
<br />CB 27A
<br />RIM = 905.4
<br />INV. = 901.04 (E)
<br />INV. = 901.04 (S)
<br />INV. = 901.60 FD
<br />INV. = 902.88 PPD
<br />48" ID
<br />R-3508-C
<br />CB 27B
<br />RIM = 905.4
<br />INV. = 901.13 (W)
<br />INV. = 901.63 FD
<br />48" ID
<br />R-3508-C
<br />CB 40C
<br />RIM = 905.4
<br />INV. = 901.37 (E)
<br />INV. = 901.37 (W)
<br />48" ID
<br />R-2501
<br />CB 40B
<br />RIM = 905.0
<br />INV. = 901.17 (E)
<br />INV. = 901.17 (W)
<br />48" ID
<br />R-2501
<br />CB 32
<br />RIM = 905.2
<br />INV. = 901.04 (SE)
<br />INV. = 900.30 (N)
<br />INV. = 902.70 DT
<br />INV. = 902.70 FD
<br />48" ID
<br />R-3067-V
<br />OCS 2
<br />RIM = 905.1
<br />INV. = 897.50 (NW)
<br />INV. = 897.50 (NE)
<br />48" ID
<br />CB 31
<br />RIM = 905.1
<br />INV. = 900.27 (S)
<br />INV. = 899.72 (NW)
<br />INV. = 902.50 FD
<br />INV. = 901.90 DT (SE)
<br />60" ID
<br />R-3067-V
<br />CB 40A
<br />RIM = 905.3
<br />INV. = 900.97 (E)
<br />INV. = 900.02 (W)
<br />48" ID
<br />R-2501
<br />BD 2
<br />INV. = 902.50 = MECH 92'-0"
<br />15,000 SF
<br />CB 33B
<br />RIM = 904.6
<br />INV. = 900.21 (NE)
<br />INV. 900.71 FD
<br />48" ID
<br />R-3508-C
<br />OCS 1
<br />FES 6
<br />INV. = 900.79 (N)
<br />15 inch Flared End Section 67 x 74
<br />FES 9
<br />INV. = 899.00 (S)
<br />15 inch Flared End Section 67 x 74
<br />FES 10
<br />INV. = 898.90 (N)
<br />15 inch Flared End Section 67 x 74
<br />FES 8
<br />INV. = 898.08 (SE)
<br />21 inch Flared End Section 67 x 74
<br />FES 7
<br />INV. = 898.00 (SE)
<br />15 inch Flared End Section 67 x 74
<br />FES 3
<br />INV. = 896.00 (E)
<br />30 inch Flared End Section 67 x 74
<br />FES 5
<br />INV. = 889.00 (S)
<br />15 inch Flared End Section 67 x 74
<br />17
<br />C2.11
<br />16
<br />C2.11
<br />25
<br />C2.11
<br />25
<br />C2.11
<br />25
<br />C2.1125
<br />C2.11
<br />4
<br />C2.12
<br />4
<br />C2.12
<br />4
<br />C2.12
<br />4
<br />C2.12
<br />4
<br />C2.12
<br />4
<br />C2.12
<br />4
<br />C2.12
<br />4
<br />C2.12
<br />4
<br />C2.124
<br />C2.12
<br />4
<br />C2.12
<br />4
<br />C2.12
<br />4
<br />C2.12
<br />4
<br />C2.12
<br />6
<br />C2.12
<br />6
<br />C2.12
<br />6
<br />C2.12
<br />17
<br />C2.11
<br />18
<br />C2.11
<br />16
<br />C2.11
<br />18
<br />C2.1125
<br />C2.11
<br />25
<br />C2.11
<br />4
<br />C2.12
<br />4
<br />C2.12
<br />4
<br />C2.12
<br />4
<br />C2.12
<br />4
<br />C2.12
<br />4
<br />C2.12 4
<br />C2.12
<br />4
<br />C2.12
<br />4
<br />C2.12
<br />4
<br />C2.12
<br />4
<br />C2.12
<br />25
<br />C2.11
<br />20' SOLID PVC DT PIPE
<br />CENTERED ON WM CROSSING.
<br />INV. = 894.50
<br />SLOPE DT @
<br />0.23% TYP
<br />SLOPE DT @
<br />0.23% TYP
<br />5
<br />C2.12
<br />1
<br />C2.14
<br />2
<br />C2.14
<br />6
<br />C2.14
<br />1
<br />C2.12
<br />2
<br />C2.12
<br />1
<br />C2.12
<br />2
<br />C2.12
<br />1
<br />C2.12
<br />2
<br />C2.12
<br />1
<br />C2.12
<br />2
<br />C2.12
<br />FES 4
<br />INV. = 896.00 (NW)
<br />15 inch Flared End Section 67 x 74
<br />171' - 15" RCP
<br />@ 0.58%
<br />1
<br />C2.12
<br />2
<br />C2.12
<br />MH WW
<br />RIM = 904.2
<br />INV. = 888.35
<br />60" ID
<br />R-1642
<br />INV. = 888.00
<br />69' - 10" PVC @ 0.50%15.00'BOTTOM = 886.00
<br />HWL = 900.73
<br />NWL = 896.00
<br />EOF = 901.90
<br />BOTTOM = SLOPED AT 1%
<br />HWL = 900.89
<br />EOF = 902.00
<br />10.00'MH 127
<br />RIM = 903.3
<br />INV. = 899.49 (E)
<br />INV. = 899.49 (W)
<br />48" ID
<br />R-1642
<br />MH 129
<br />RIM = 903.5
<br />INV. = 899.21 (NE)
<br />INV. = 899.21 (SE)
<br />48" ID
<br />R-1642
<br />94' - 15"
<br />R
<br />C
<br />P
<br />@ 0.12%
<br />88' - 15" RCP
<br />@ 0.35%15.00'CB 40F
<br />RIM = 906.1
<br />INV. = 898.90 (NE)
<br />INV. = 898.90 (SW)
<br />INV. = 898.90 (NW)
<br />72" ID
<br />R-2501
<br />103' - 18" RCP@ 0.41%15.
<br />0
<br />0
<br />'15.00'MH 128
<br />RIM = 903.4
<br />INV. = 899.38 (E)
<br />INV. = 899.38 (SW)
<br />48" ID
<br />R-1642
<br />41' - 15" RCP
<br />@ 0.40%
<br />NON-POTABLE WATER SUPPLY LINE
<br />TO SUPPLMEMENT POND WATER
<br />SOURCE (FROM CITY WATER
<br />SYSTEM) BY MECHANICAL AND
<br />WILL BE FURNISHED TO CITY IN A
<br />FUTURE SUBMITTAL BY THE
<br />CONTRACTOR.
<br />FCB 2 (FUTURE CB)
<br />RIM = 907.2
<br />INV. = 902.10
<br />48" ID
<br />R-3067-V
<br />FCB 5 (FUTURE CB)
<br />RIM = 907.6
<br />INV. = 901.44 (W)
<br />48" ID
<br />R-3067-V60' - 15" RCP
<br />@ 0.55%
<br />T
<br />T
<br />T
<br />INV=892.5916"PI14"PI14"PI
<br />15"PI
<br />14"PI11"PI15"PI9"PI12"PI15"PI
<br />9"PI7"PI7"PI
<br />8"PI3"PI10"PI9"FR9"PI11"BO7"PI7"PI6"PI6"PI7"PO4"PI4"PI4"PI3"PI5"PI5"PI4"PI5"PI8"PO6"PO6"PO
<br />8"PO
<br />8"PO
<br />9"PO
<br />14"PO 28"PO7"BI7"PO17"PO 210"PO 7"PI
<br />13"PI7"PI6"PI6"PO
<br />7
<br />"
<br />PO
<br />9"PI11"OA10"PI10"PI
<br />18"PI7"PO
<br />7"PO
<br />8"PO
<br />9"PO8"PO8"PO8"PO6"PO
<br />7"PO
<br />10"PO11"OA7"PO12"PI
<br />13"PI
<br />6"FR14"PI9"PO
<br />9"PO
<br />6"PO
<br />9"PO
<br />7"PO
<br />7"PO
<br />10"PO
<br />7"PO11"PO
<br />8"PO
<br />9"PO8"PO8"PO15"PI9"PI11"PI
<br />9"PI 10"PI
<br />12
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<br />P
<br />I
<br />11"PI7"BO8"PI 8"PI12"PI8"PI
<br />8"PI
<br />13"PI12"PI
<br />1
<br />1
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<br />P
<br />I
<br />8"PI 9"PI12"PI
<br />21"PI 4
<br />3"PI
<br />16"FR
<br />5"PI
<br />11"PI
<br />14"PI10"PI10"EL13"PI6"PI12"PI11"BO7"PO7"PO13"PO10"PO
<br />10"PO
<br />12"PO8"PO6"PO6"PO
<br />10"PO
<br />7"PO
<br />7"PO11"PI6"PI9"PI7"PI7"PI7"PI
<br />11"PI
<br />11"PI
<br />9"PI10"PI
<br />10"PO
<br />8"BO
<br />7"PO6"PO8"PO
<br />10"PO
<br />9"PO8"PO7"PO8"PO9"PO10"PO10"
<br />P
<br />O
<br />10"PO 11"PI13"PI10"PI9"PI10"PI
<br />9"PI17"PO
<br />10"PI10"PI12"PI10"PI9"PI
<br />5"PI
<br />11"PI9"PI 8"PI11"PI7"PI7"PI
<br />14"PI
<br />6"PO
<br />7"PO
<br />8"BO10"BO11"PI
<br />10"PI14"PI
<br />17"BO
<br />13"PI 8"PI
<br />10"EL
<br />4"PI
<br />13"PI
<br />14"PI
<br />11"PI27"EL36"EL15"EL13"EL12"EL17"EL14"EL15"EL15"ELFOFOFOGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASxxxxxxxxxxxxxxxxxOHOHOHOHOHOHOHOHOHOHOHOHOHOH
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<br />FOFOHodgson Road(Publicly Traveled Roadway)>>CO
<br />OLD PPBASES U B D I V I S I O N
<br /> N O. 1 0 7W O
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<br />L O T 4
<br />L O T 526
<br />24
<br />23
<br />22
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<br />Parcel 2
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<br />S'ly Line of Lot 4 &N Line Lot 5
<br />1/2" OPEN
<br />PINCHEDTOP
<br />CAP#3527
<br />CAP#12251
<br />CAP#12251
<br />1/2" OPEN
<br />E Line Lot 5Roadway Easement per Doc.No. 2034379.001Roadway Easement per Doc.Nos. 337189, 713828 & 1832823W Line of the E 50 Ft.Lot 22, AUD. SUB. NO. 107 & NE'lyLine of WOODRIDGE ESTATES
<br />W'ly Ext. of S Line ofLot 4, Aud. Sub. No. 107
<br />W'ly Ext. of N Line ofLot 5, Aud. Sub. No. 107 Centerline of Hodgson Rd. per MNDOTNotes Project SP 0204-4711 Dated 04-92NE'ly Line of Lot 22SW'ly Line of Lot 4
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<br />ROW per MNDOT Alignmentof S.T.H. No. 49 &Found MonumentationEDGE OF BITUMINOUS33
<br />33633.17E Line of Lot 4 perAUD. SUB. NO. 107L=151.02Δ=6°10'55"R=1399.69Not TangentChBrg=S3°53'03"WApprox. S Line of Lot 14,AUD. SUB. NO. 107Approx. S Line of Lot 15,AUD. SUB. NO. 107L O T 1 5E
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<br />ExistingHouseWOODRIDGE ESTATESOwner:Shockency, Kathleen
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<br />S73°40'37"W
<br />35.00
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<br />01.9 EOF
<br />06.4 EOF
<br />05.1 EOF06.3 EOF
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<br />S'ly Line of Lot 4 &N Line Lot 5
<br />1/2" OPEN
<br />PINCHEDTOP
<br />CAP#3527
<br />CAP#12251
<br />CAP#12251
<br />1/2" OPEN
<br />E Line Lot 5Roadway Easement per Doc.No. 2034379.001Roadway Easement per Doc.Nos. 337189, 713828 & 1832823W Line of the E 50 Ft.Lot 22, AUD. SUB. NO. 107 & NE'lyLine of WOODRIDGE ESTATES
<br />W'ly Ext. of S Line ofLot 4, Aud. Sub. No. 107
<br />W'ly Ext. of N Line ofLot 5, Aud. Sub. No. 107 Centerline of Hodgson Rd. per MNDOTNotes Project SP 0204-4711 Dated 04-92NE'ly Line of Lot 22SW'ly Line of Lot 4
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<br />33 (State Trunk Hwy No.49)LOT 23EDGE OF BITUMINOUSELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELE(FKA Hwy. 29)33
<br />ROW per MNDOT Alignmentof S.T.H. No. 49 &Found MonumentationEDGE OF BITUMINOUS33
<br />33633.17E Line of Lot 4 perAUD. SUB. NO. 107L=151.02Δ=6°10'55"R=1399.69Not TangentChBrg=S3°53'03"WApprox. S Line of Lot 14,AUD. SUB. NO. 107Approx. S Line of Lot 15,AUD. SUB. NO. 107L O T 1 5E
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<br />ExistingHouseWOODRIDGE ESTATESOwner:Shockency, Kathleen
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<br />S'ly Line of Lot 4 &N Line Lot 5
<br />1/2" OPEN
<br />PINCHEDTOP
<br />CAP#3527
<br />CAP#12251
<br />CAP#12251
<br />1/2" OPEN
<br />E Line Lot 5Roadway Easement per Doc.No. 2034379.001Roadway Easement per Doc.Nos. 337189, 713828 & 1832823W Line of the E 50 Ft.Lot 22, AUD. SUB. NO. 107 & NE'lyLine of WOODRIDGE ESTATES
<br />W'ly Ext. of S Line ofLot 4, Aud. Sub. No. 107
<br />W'ly Ext. of N Line ofLot 5, Aud. Sub. No. 107 Centerline of Hodgson Rd. per MNDOTNotes Project SP 0204-4711 Dated 04-92NE'ly Line of Lot 22SW'ly Line of Lot 4
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<br />33 (State Trunk Hwy No.49)LOT 23EDGE OF BITUMINOUSELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELE(FKA Hwy. 29)33
<br />ROW per MNDOT Alignmentof S.T.H. No. 49 &Found MonumentationEDGE OF BITUMINOUS33
<br />33633.17E Line of Lot 4 perAUD. SUB. NO. 107L=151.02Δ=6°10'55"R=1399.69Not TangentChBrg=S3°53'03"WApprox. S Line of Lot 14,AUD. SUB. NO. 107Approx. S Line of Lot 15,AUD. SUB. NO. 107L O T 1 5E
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<br />ExistingHouseWOODRIDGE ESTATESOwner:Shockency, Kathleen
<br />26
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<br />S0°34'11"E 1288.54S89°44'38"E80.95 PAVERSDECK
<br />STAIRS
<br />ExistingBuildingPAVERS33
<br />33
<br />60
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<br />5 S0°34'11"E 1288.54S89°44'38"E80.95
<br />60
<br />S89°40'47"E 62.09
<br />S73°40'37"W
<br />35.00
<br />6060
<br />MAIN BUILDING
<br />LOT 13
<br />LOT 12
<br />LOT 14
<br />POND 3P NORTH POND
<br />255 WOODRIDGE LANE
<br />LINO LAKES, MN 55014
<br />253 WOODRIDGE LANE
<br />LINO LAKES, MN 55014
<br />251 WOODRIDGE LANE
<br />LINO LAKES, MN 55014
<br />245 WOODRIDGE LANE
<br />LINO LAKES, MN 55014
<br />241 WOODRIDGE LANE
<br />LINO LAKES, MN 55014
<br />239 WOODRIDGE LANE
<br />LINO LAKES, MN 55014
<br />COMMERCIAL BUILDING
<br />RESTAURANT
<br />LYNGBLOMSTEN DRIVEBLANCHARD BOULEVARDELEVATOR PIT:FFE = 893.50'
<br />= ARCH 83'-0"
<br />FFE = 905.5= ARCH 95'-0"
<br />FFE = 905.5
<br />= ARCH 95'-0"
<br />ELEVATOR PIT:
<br />FFE = 893.50'
<br />= ARCH 83'-0"
<br />FFE = 898.50= ARCH 88'-0"
<br />FFE = 898.50
<br />= ARCH 88'-0"10.00'MIN TYP10.00'MIN TYP20' SOLID PVC DT PIPE
<br />CENTERED ON WM CROSSING.
<br />20' SOLID PVC DT PIPE
<br />CENTERED ON WM CROSSING.
<br />0.00% PVC DT
<br />@ INV. = 893.60
<br />TYP
<br />0.00% PVC DT
<br />@ INV. = 893.60
<br />TYP
<br />0.50% PVC DT
<br />@ INV. = 898.15
<br />TYP
<br />PROVIDE BACKWATER
<br />VALVES AT 2 DT
<br />CONNECTIONS
<br />17
<br />C2.11
<br />18
<br />C2.11
<br />18
<br />C2.11
<br />MH 203
<br />RIM = 906.3
<br />INV. = 893.60
<br />INV. = 892.60
<br />(1' SUMP)
<br />48" ID
<br />R-1642
<br />FES 3C
<br />INV. = 893.00
<br />15" APRON
<br />AND RIP RAP
<br />68' - 15" RCP
<br />@ 0.20%
<br />MH 201
<br />RIM = 902.7
<br />INV. = 893.14
<br />48" ID
<br />R-1642
<br />MH 202
<br />RIM = 901.7
<br />INV. = 893.41
<br />48" ID
<br />R-1642
<br />136' - 15" PVC
<br />@ 0.20%
<br />115' - 15" PVC
<br />@ 0.17%
<br />18
<br />C2.11
<br />18
<br />C2.11
<br />20' SOLID PVC DT PIPE
<br />CENTERED ON WM CROSSING.
<br />6
<br />C2.12
<br />6
<br />C2.12
<br />6
<br />C2.12
<br />6
<br />C2.12
<br />6
<br />C2.12
<br />18
<br />C2.11
<br />18
<br />C2.11
<br />1
<br />C2.12
<br />2
<br />C2.12
<br />18
<br />C2.11
<br />BOTTOM = 886.00
<br />HWL = 900.73
<br />NWL = 896.00
<br />EOF = 901.90 10.00'15.00'EDGE OF BITUMINOUSEDGE OF BITUMINOUSEDGE OF BITUMINOUS
<br />0 20 40
<br />1. REFER TO SHEET C1.41, UTILITY PLAN NORTH WATERMAIN, FOR NOTES.
<br />2. REFER TO SHEET C1.31, GRADING PLAN NORTH, FOR GENERAL NOTES.
<br />NOTES
<br />LEGEND
<br />REFERENCE KEY TO SITE DETAILS
<br /> DETAIL I.D NUMBER (TOP)
<br /> DETAIL SHEET NUMBER (BOTTOM)
<br />EXISTING CONTOUR
<br />PROPOSED CONTOUR
<br />PROPOSED SPOT ELEVATION
<br />ME = MATCH EXISTING
<br />PROPOSED GRADING LIMITS
<br />PROPOSED SANITARY SEWER
<br />PROPOSED STORM SEWER
<br />PROPOSED WATERMAIN
<br />PROPOSED FINGER DRAIN (FD) / DRAINTILE (DT) / PERFORATED PIPE DRAIN (PPD)
<br />PROPOSED MANHOLE (MH)
<br />PROPOSED CATCH BASIN (CB)
<br />PROPOSED FLARED END SECTION (FES)
<br />PROPOSED HYDRANT (HYD)
<br />PROPOSED GATE VALVE (GV)
<br />PROPOSED POST INDICATOR VALVE (PIV)
<br />TRENCH DRAIN (TD)
<br />PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
<br />PROPERTY LINE
<br />1
<br />C2.11
<br />955
<br />54.6
<br />908
<br />16
<br />C2.11
<br />22
<br />C2.11
<br />1
<br />C2.12
<br />2
<br />C2.12
<br />11
<br />C2.12
<br />12
<br />C2.12
<br />13
<br />C2.12
<br />4
<br />C2.12
<br />25
<br />C2.11
<br />24
<br />C2.11
<br />8
<br />C2.12
<br />3
<br />C2.12
<br />PERIMETER DRAINTILE
<br />SCALE: 1"=100'
<br />PROFESSIONAL ENGINEER
<br />LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
<br />ANDERSON - JOHNSONASSOCIATES,INC.
<br />7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
<br />FAX (763) 544-0531 PH (763) 544-7129
<br />DateRegistration Number
<br />Check:
<br />Drawn:
<br />Date:
<br />Comm:
<br />I hereby certify that this plan, specification or report was prepared by
<br />me or under my direct supervision and that I am a duly Licensed
<br />under the laws of the State of
<br />H
<br />G
<br />F
<br />E
<br />D
<br />C
<br />B
<br />A
<br />1 2 3 4 5 6 7 8 109
<br />C
<br />MN
<br />Revisions
<br />Description Date Num
<br />Scale:
<br />North
<br />Lyngblomsten Lino
<br />Lakes Campus
<br />14115 ALMOND AVE W
<br />ST. PAUL, MN 55108
<br />LYNGBLOMSTEN
<br />MINNESOTA
<br />DAVID A. REY
<br />40180 10/04/2019
<br />196015
<br />10/04/2019
<br />BJD
<br />DAR
<br />1"=40'
<br />UTILITY PLAN
<br />NORTH STORM
<br />SEWER
<br />C1.45
<br />PUD DEV STAGE RESUB 05/11/2020 1
<br />PUD DEV STAGE RESUB 07/13/2020 2
<br />PUD DEV STAGE RESUB 08/21/2020 3
<br />PUD DEV STAGE RESUB 09/28/2020 4
<br />PUD DEV STAGE RESUB 04/06/2021 5
<br />PUD DEV STAGE RESUB 07/14/2021 6
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