preliminary - otter tail county, mn€¦ · 28-000-34-0265-001 earl a. seeba and nancy l. seeba se...
TRANSCRIPT
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PROJECT No.
DATE:
REVISED:
REVISED:
RECORD:
REVISED:
10.18.17
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engineering, inc.moore
32 290
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REVIEWER:
MANAGER:
DESIGNER: ZAC
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KJO
LFB
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SOIL BORING LEGEND
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EX. 15" RCP INL. 1345.16 RT. OUTL. 1344.44
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EX. GROUND (EG) @
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GRADING GRADE (GG) @
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FINISHED GROUND (FG) @
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WOODS
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WETLAND
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28-000-33-0261-000 UNITED STATES OF AMERICA, AND ITS ASSIGNS, WASHINGTON, D.C. E SW &W SE 12SW &W SE 14&W SE 12SE 14SEC.33-T134N-R42W 0.03 A. C.E. 1.23 A.
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03-000-04-0020-000 LARRY D. BUCHHOLZ AND JULIE BUCHHOLZ NE NW &N NE 14NW &N NE 14&N NE 12NE 14SEC.4-T134N-R42W 1.05 A. C.E. 2.81 A.2.81 A.
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28-000-33-0261-000 UNITED STATES OF AMERICA, AND ITS ASSIGNS, WASHINGTON, D.C. E SW &W SE 12SW &W SE 14&W SE 12SE 14SEC.33-T134N-R42W 0.03 A. C.E. 1.23 A.
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03-000-04-0020-001 BRYON J. PETERSON & MATA M. PETERSON NE NW &N NE 14NW &N NE 14&N NE 12NE 14SEC.4-T134N-R42W 0.02 A. C.E. 0.06 A.
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ST-01
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ST-02
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4:1
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3:1
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4:1
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6:1
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03-000-04-0020-000 LARRY D. BUCHHOLZ AND JULIE BUCHHOLZ NE NW &N NE 14NW &N NE 14&N NE 12NE 14SEC.4-T134N-R42W 1.05 A. C.E. 2.81 A.2.81 A.
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+07 F.E.
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+89 ENT.
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+82 F.E.
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= BITUMINOUS SURFACE 1.33' ABOVE GRADING GRADE
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= GRADING GRADE
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= EXISTING GROUND
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SLOPE LINE
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= BITUMINOUS SURFACING
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= AGGREGATE BASE
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= FILL
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= SILTY SAND
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= SANDY LEAN CLAY
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= SWAMP DEPOSIT
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PROJECT No.
DATE:
REVISED:
REVISED:
RECORD:
REVISED:
10.18.17
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50-450+
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engineering, inc.moore
33 290
DRAFTER:
REVIEWER:
MANAGER:
DESIGNER: ZAC
DRH
KJO
LFB
SHEET OF
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WETLAND
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WETLAND
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28-000-33-0259-000 JOHN F. CLAUSEN AND JOYCE M. CLAUSEN, TRUSTEES, OR THEIR SUCCESSORS IN TRUST, UNDER CLAUSEN FAMILY REVOCABLE LIVING TRUST, DATED SEPTEMBER 3, 2004. E SE 12SE 14SEC.33-T134N-R42W 0.33 A. C.E. 0.70 A.0.70 A.
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03-000-03-0014-000 BRUCE A. AUSTAD AND MARTHA M. AUSTAD NW 14SEC.3-T133N-R42W 0.65 A. C.E. 0.37 A.0.37 A.
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BREKKE LAKE RD
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250TH AVE
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ST-03
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ST-04
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6:1
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4:1
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03-000-04-0020-000 LARRY D. BUCHHOLZ AND JULIE BUCHHOLZ NE NW &N NE 14NW &N NE 14&N NE 12NE 14SEC.4-T134N-R42W 1.05 A. C.E. 2.81 A.2.81 A.
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28-000-34-0267-000 JOHN F. CLAUSEN AND JOYCE M. CLAUSEN, TRUSTEES, OR THEIR SUCCESSORS IN TRUST, UNDER CLAUSEN FAMILY REVOCABLE LIVING TRUST, DATED SEPTEMBER 3, 2004. W SW 12SW 14SEC.34-T134N-R42W 0.31 A. C.E. 0.67 A.0.67 A.
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+82 F.E.
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+00 F.E.
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+51 TWP.CONN.
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+17 TWP.CONN.
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+34 F.E.
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+55 ENT.
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+54 F.E.
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+54 ENT.
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INL. 1354.06 LT. OUTL. 1352.75
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INL. 1342.70 LT. OUTL. 1340.33
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EX. GROUND (EG) @
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GRADING GRADE (GG) @
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FINISHED GROUND (FG) @
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ORGANICS TO BE REMOVED ASSUMED AT 51' WIDE BY 1.5' DEEP
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SLOPE LINE
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PROJECT No.
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REVISED:
RECORD:
REVISED:
10.18.17
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00-477+
50
engineering, inc.moore
34 290
DRAFTER:
REVIEWER:
MANAGER:
DESIGNER: ZAC
DRH
KJO
LFB
SHEET OF
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03-000-03-0214-000 BRUCE A. AUSTAD AND MARTHA M. AUSTAD NW 14SEC.3-T133N-R42W 0.65 A. C.E. 0.37 A.0.37 A.
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28-000-34-0265-000 VERNON J. SEEBA AND LORICE J. SEEBA, AS TRUSTEES OF THE SEEBA FAMILY REVOCABLE LIVING TRUST SE SE &W SE 14SE &W SE 14&W SE 12SE 14SEC.34-T134N-R42W 0.61 A. C.E. 0.96 A.0.96 A.
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03-000-03-0017-000 ERVIN O. LANGSETH & DORIS M. LANGSETH, TRUSTEES, OR THEIR SUCCESSORS IN TRUST, UNDER THE LANGSETH FAMILY TRUST, DATED JULY 5, 2000 N NE 12NE 14SEC.3-T133N-R42W 0.69 A. C.E. 0.25 A.0.25 A.
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28-000-34-0265-000 BONNIE ANDERSON AND DEBRA A KINNEBERG E SE 12SE 14SEC.34-T134N-R42W 0.20 A. C.E. 0.06 A.0.06 A.
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ST-05
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ST-06
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4:1
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6:1
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CURB
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6:1
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6:1
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28-000-34-0265-001 EARL A. SEEBA AND NANCY L. SEEBA SE SE &W SE 14SE &W SE 14&W SE 12SE 14SEC.34-T134N-R42W 0.05 A. C.E. 0.11 A.
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28-000-34-0265-000 VERNON J. SEEBA AND LORICE J. SEEBA, AS TRUSTEES OF THE SEEBA FAMILY REVOCABLE LIVING TRUST SE SE &W SE 14SE &W SE 14&W SE 12SE 14SEC.34-T134N-R42W 0.61 A. C.E. 0.96 A.0.96 A.
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28-000-34-0268-001 STAVANGER CONGREGATION OF OTTER TAIL COUNTY, MINNESOTA SE SE 14SE 14SEC.34-T134N-R42W ____ A. C.E. 0 A.
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+41 ENT.
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+77 ENT.
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+63 F.E.
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+00 ENT.
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+32 F.E.
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INL. 1343.16 RT. OUTL. 1340.99
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INL. 1358.45 RT. OUTL. 1358.35
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INL. 1354.97 LT. OUTL. 1353.84
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INL. 1352.41 LT. OUTL. 1352.20
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EX. GROUND (EG) @
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GRADING GRADE (GG) @
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FINISHED GROUND (FG) @
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ORGANICS TO BE REMOVED ASSUMED AT 51' WIDE BY 1.5' DEEP
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SLOPE LINE
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STA. 473+71.32 BEGIN CURB & GUTTER B624
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STA. 475+57.64 END CURB & GUTTER B624
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PROJECT No.
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REVISED:
REVISED:
RECORD:
REVISED:
10.18.17
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A 477+
50-505+
00
engineering, inc.moore
35 290
DRAFTER:
REVIEWER:
MANAGER:
DESIGNER: ZAC
DRH
KJO
LFB
SHEET OF
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LIM
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RY
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EX. 8" CPP
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EX. 8" CPP
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DRAIN TILE 1315.64
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WETLAND
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28-000-34-0265-000 BONNIE ANDERSON AND DEBRA A KINNEBERG E SE 12SE 14SEC.34-T134N-R42W 0.20 A. C.E. 0.06 A.0.06 A.
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28-000-34-0268-003 BONNIE ANDERSON E SE 12SE 14SEC.34-T134N-R42W 0.05 A. C.E. 0.02 A.
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28-000-34-0268-002 DEBRA A. KINNEBERG E SE 12SE 14SEC.34-T134N-R42W 0.06 A. C.E. 0.07 A. 0.07 A.
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03-000-02-0010-004 LARRY D. BUCHHOLZ, AKA LARRY DEAN BUCHHOLZ, AND JULIE A. BUCHHOLZ NW 14SEC.2-T133N-R42W 0.39 A. C.E. 0.88 A.
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C.S.A.H. 43
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ST-06
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ST-07
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ST-08
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6:1
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4:1
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6:1
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6:1
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6:1
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28-000-35-0276-000 LARRY DEAN BUCHHOLZ W SW 12SW 14SEC.35-T133N-R42W 0.30 A. C.E. 1.25 A. 1.25 A.
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28-000-35-0274-001 RANDALL L. ROEN & GINA R. ROEN SE SW 14SW 14SEC.35-T133N-R42W 0.10 A. C.E. 0.02 A.
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28-000-35-0274-005 JEFFREY A. ANDERSON & RACHEL K. ANDERSON SE SW 14SW 14SEC.35-T133N-R42W ____ A. C.E. 0.03 A.
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+65 F.E.
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+68 ENT.
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+05 ENT.
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+46 F.E.
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+48 ENT.
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+65 CSAH.CONN.
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+26 ENT.
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+77 ENT.
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+66 ENT.
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EX. GROUND (EG) @
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GRADING GRADE (GG) @
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FINISHED GROUND (FG) @
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INL. 1319.72 RT. OUTL. 1317.74
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SLOPE LINE
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STA. 501+29.02 BEGIN CURB & GUTTER B624
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PROJECT No.
DATE:
REVISED:
REVISED:
RECORD:
REVISED:
10.18.17
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A 505+
00-532+
50
engineering, inc.moore
36 290
DRAFTER:
REVIEWER:
MANAGER:
DESIGNER: ZAC
DRH
KJO
LFB
SHEET OF
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LIM
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N
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1365
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1300
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ABANDONED GAS TANKS
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35
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2
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WETLAND
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WETLAND
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WETLAND
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WETLAND
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WOODS
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WOODS
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03-000-02-0010-004 GAS, LLC NE NW 14NW 14SEC.2-T133N-R42W 0.20 A. C.E. 0.75 A.
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28-000-35-0274-000 LARRY D. BUCHHOLZ & JULIE A. BUCHHOLZ SE SW 14SW 14SEC.35-T133N-R42W 0.27 A. C.E. 0.05 A.0.05 A.
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28-000-35-0276-001 ERVIN O. LANGSETH & PAUL J. LANGSETH, TRUSTEES, OR THEIR SUCCESSORS IN TRUST, UNDER LANGSETH FAMILY TRUST DATED THE 5TH DAY OF JULY, 2000, AS RESTATED S SE 12SE 14SEC.35-T133N-R42W 0.61 A. C.E. 3.16 A.3.16 A.
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03-000-02-0007-000 ALAN E. SPORRE & KURT L. SPORRE NW NE 14NE 14SEC.2-T133N-R42W 0.27 A. C.E. 0.36 A. 0.36 A.
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03-000-02-0008-001 RILEY BRUCE NEUHARDT & PAMELA JOY NEUHARDT NW NE 14NE 14SEC.2-T133N-R42W 0.12 A. C.E. 0.07 A. 0.07 A.
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03-000-02-0008-005 GLENN A. GRIMMS & CHERYL A. GRIMMS NE NE 14NE 14SEC.2-T133N-R42W 0.05 A. C.E. 0.03 A.
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03-000-02-0007-001 THE FRIBERG SWEDISH BAPTIST CONGREGATION OF OTTER TAIL COUNTY, MINNESOTA NW NE 14NE 14SEC.2-T133N-R42W 0 A. C.E. ____ A.
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CLEAR BEACH RD
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ST-09
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ST-10
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ST-11
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4:1
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6:1
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6:1
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4:1
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4:1
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6:1
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28-000-35-0274-001 RANDALL L. ROEN & GINA R. ROEN SE SW 14SW 14SEC.35-T133N-R42W 0.10 A. C.E. 0.02 A.
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28-000-35-0274-004 MARK E. SCHMALZER & LAVONNE M. SCHMALZER SE SW 14SW 14SEC.35-T133N-R42W 0.04 A. C.E. 0.01 A.
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28-000-35-0280-000 JENNY ROCHOLL SE SW 14SW 14SEC.35-T133N-R42W 0.08 A. C.E. 0.07 A.
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+77 ENT.
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+66 ENT.
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+95 ENT.
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+64 ENT.
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+34 TWP.CONN.
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+11 ENT.
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+59 F.E.
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+64 F.E.
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+87 ENT.
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+86 ENT.
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+73 F.E.
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INL. 1336.78 LT. OUTL. 1335.48
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INL. 1334.35 RT. OUTL. 1333.52
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NO EX. NORTH INV
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EX. GROUND (EG) @
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GRADING GRADE (GG) @
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FINISHED GROUND (FG) @
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MUCK TO BE REMOVED ASSUMED AT 51' WIDE BY 3' DEEP
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ORGANICS TO BE REMOVED ASSUMED AT 51' WIDE BY 1.5' DEEP
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SLOPE LINE
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STA. 506+95.38 END CURB & GUTTER B624
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A 532+
50-560+
00
engineering, inc.moore
37 290
DRAFTER:
REVIEWER:
MANAGER:
DESIGNER: ZAC
DRH
KJO
LFB
SHEET OF
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LIM
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Scale in Feet
0 200
1315
1320
1325
1330
1335
1340
1345
1350
1355
1310
1305
1300
1310
1305
1300
1295
1290
1285
1295
1290
1285
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
35
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2
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1
AutoCAD SHX Text
36
AutoCAD SHX Text
WETLAND
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WETLAND
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WETLAND
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WOODS
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WOODS
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WOODS
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WOODS
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03-000-02-0008-005 GLENN A. GRIMMS & CHERYL A. GRIMMS NE NE 14NE 14SEC.2-T133N-R42W 0.05 A. C.E. 0.03 A.
AutoCAD SHX Text
03-000-02-0008-000 LEONARD E. DAVIS NE NE 14NE 14SEC.2-T133N-R42W 0.05 A. C.E. 0.04 A.0.04 A.
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28-000-36-0285-000 GARY G. SUPERNOIS SW SW 14SW 14SEC.36-T134N-R42W 0.30 A. C.E. 0.53 A.
AutoCAD SHX Text
03-000-01-0001-001 MARC D. SHEARER & REBECCA E. SHEARER NW NW 14NW 14SEC.1-T133N-R42W 0.12 A. C.E. 0.31 A.
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FISH LAKE BEACH RD
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ST-12
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ST-13
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3:1
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4:1
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3:1
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6:1
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4:1
AutoCAD SHX Text
3:1
AutoCAD SHX Text
6:1
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03-000-02-0008-003 GLENN A. GRIMMS & CHERYL A. GRIMMS NE NE 14NE 14SEC.2-T133N-R42W 0.05 A. C.E. 0.04 A.
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03-000-02-0008-004 GARY GRIMMS NE NE 14NE 14SEC.2-T133N-R42W 0.05 A. C.E. 0.05 A.
AutoCAD SHX Text
03-000-01-0001-900 MARC D. SHEARER & REBECCA E. SHEARER NW 14SEC.1-T133N-R42W 0.24 A. C.E. 0.31 A.
AutoCAD SHX Text
03-000-01-0004-000 BRANDON PETERSON NE NW 14NW 14SEC.1-T133N-R42W 0.11 A. C.E. 0.31 A.
AutoCAD SHX Text
28-000-36-0283-000 STEVEN S. HOUGE SE SW 14SW 14SEC.36-T134N-R42W 0.30 A. C.E. 0.86 A.
AutoCAD SHX Text
+95 ENT.
AutoCAD SHX Text
+37 F.E.
AutoCAD SHX Text
+24 ENT.
AutoCAD SHX Text
+81 ENT.
AutoCAD SHX Text
+48 TWP.CONN.
AutoCAD SHX Text
+65 ENT.
AutoCAD SHX Text
+64 ENT.
AutoCAD SHX Text
+06 ENT.
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EX. GROUND (EG) @
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GRADING GRADE (GG) @
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FINISHED GROUND (FG) @
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DATE:
REVISED:
REVISED:
RECORD:
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10.18.17
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A 560+
00-587+
50
engineering, inc.moore
38 290
DRAFTER:
REVIEWER:
MANAGER:
DESIGNER: ZAC
DRH
KJO
LFB
SHEET OF
PRE
LIM
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RY
N
W E
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1315
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1355
Scale in Feet
0 200
1315
1320
1325
1330
1335
1340
1345
1350
1355
1310
1305
1300
1310
1305
1300
1295
1290
1285
1295
1290
1285
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
W
AutoCAD SHX Text
36
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1
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WETLAND
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WETLAND
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WETLAND
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WETLAND
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WETLAND
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WETLAND
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WETLAND
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WETLAND
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03-000-01-0005-000 BRIAN V & TRACY J BUCHHOLZ NE NW 14NW 14SEC.1-T133N-R42N 0.13 A. C.E. 0.13 A.
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ST-14
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ST-15
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ST-16
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3:1
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6:1
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4:1
AutoCAD SHX Text
3:1
AutoCAD SHX Text
28-000-36-0283-000 STEVEN S. HOUGE SE SW 14SW 14SEC.36-T134N-R42W 0.30 A. C.E. 0.86 A.
AutoCAD SHX Text
28-000-36-0286-000 MARCIA ANN PEDERSON W SE 12SE 14SEC.36-T134N-R42W 0.30 A. C.E. 0.82 A.
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28-000-36-0288-002 JASON B. NELSON & SARAH J. NELSON SE SE 14SE 14SEC.36-T134N-R42W 0.30 A. C.E. 1.48 A.
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03-000-01-0002-000 JAMES IVAN MULLER & SONIA G. MULLER NW NE 14NE 14SEC.1-T133N-R42N 0.10 A. C.E. 0.08 A.
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03-000-01-0005-001 GERALD & HELEN RICHTER NW NE 14NE 14SEC.1-T133N-R42N 0.15 A. C.E. 0.37 A.
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03-000-01-0005-004 MARILYN BAUER NW NE 14NE 14SEC.1-T133N-R42N 0.05 A. C.E. 0.07 A.
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03-000-01-0006-002 RICHARD LANNERS & ANGELA LANNERS NE 14SEC.1-T133N-R42N ____ A. C.E. ____ A.
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+57 ENT.
AutoCAD SHX Text
+08 F.E.
AutoCAD SHX Text
+48 F.E.
AutoCAD SHX Text
+49 ENT.
AutoCAD SHX Text
+08 ENT.
AutoCAD SHX Text
+01 ENT.
AutoCAD SHX Text
+39 ENT.
AutoCAD SHX Text
INL. 1310.18 LT. OUTL. 1308.91
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INL. 1307.42 LT. OUTL. 1308.20
AutoCAD SHX Text
INL. 1309.13 LT. OUTL. 1308.78
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EX. GROUND (EG) @
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GRADING GRADE (GG) @
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FINISHED GROUND (FG) @
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PROJECT No.
DATE:
REVISED:
REVISED:
RECORD:
REVISED:
10.18.17
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Y, M
IN
NE
SO
TA
ST
A 587+
50-615+
00
engineering, inc.moore
39 290
DRAFTER:
REVIEWER:
MANAGER:
DESIGNER: ZAC
DRH
KJO
LFB
SHEET OF
PRE
LIM
INA
RY
N
W E
S
1315
1320
1325
1330
1335
1340
1345
1350
1355
Scale in Feet
0 200
1315
1320
1325
1330
1335
1340
1345
1350
1355
1310
1305
1300
1310
1305
1300
1295
1290
1285
1295
1290
1285
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C
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
S
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T
AutoCAD SHX Text
36
AutoCAD SHX Text
1
AutoCAD SHX Text
6
AutoCAD SHX Text
31
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WETLAND
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WETLAND
AutoCAD SHX Text
WETLAND
AutoCAD SHX Text
WOODS
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WOODS
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57-000-06-0044-000 FREDERICK W. PETERSEN NE NW 14NW 14SEC.6-T133N-R41W 0.30 A. C.E. 1.15 A.
AutoCAD SHX Text
WATER STREET RD
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280TH AVE
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ST-16
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ST-17
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ST-18
AutoCAD SHX Text
3:1
AutoCAD SHX Text
6:1
AutoCAD SHX Text
3:1
AutoCAD SHX Text
3:1
AutoCAD SHX Text
6:1
AutoCAD SHX Text
3:1
AutoCAD SHX Text
6:1
AutoCAD SHX Text
03-000-01-0006-002 RICHARD LANNERS & ANGELA LANNERS NE 14SEC.1-T133N-R42N ____ A. C.E. ____ A.
AutoCAD SHX Text
57-000-06-0045-000 RANDOLPH V. WASVICK & MARIAN D. WASVICK, TRUSTEES, OR THEIR SUCCESSORS IN TRUST, UNDER THE WASVICK FAMILY REVOCABLE LIVING TRUST DATED SEPTEMBER 17, 2014, AND ANY AMENDMENTS THERETO NW NW 14NW 14SEC.6-T133N-R41N ____ A. C.E. ____ A.
AutoCAD SHX Text
38-000-31-0240-001 LEROY D. STINE SW SW 14SW 14SEC.31-T134N-R41N 0.07 A. C.E. 0.17 A.
AutoCAD SHX Text
38-000-31-0240-002 RANDOLPH V. WASVICK & MARIAN D. WASVICK, TRUSTEES, OR THEIR SUCCESSORS IN TRUST, UNDER THE WASVICK FAMILY REVOCABLE LIVING TRUST DATED SEPTEMBER 17, 2014, AND ANY AMENDMENTS THERETO NW NW 14NW 14SEC.31-T134N-R41N 0.20 A. C.E. 0.37 A.
AutoCAD SHX Text
+26 TWP.CONN.
AutoCAD SHX Text
+26 TWP.CONN.
AutoCAD SHX Text
+04 F.E.
AutoCAD SHX Text
+36 F.E.
AutoCAD SHX Text
+35 F.E.
AutoCAD SHX Text
INL. 1307.42 LT. OUTL. 1308.20
AutoCAD SHX Text
INL. 1309.13 LT. OUTL. 1308.78
AutoCAD SHX Text
INL. 1307.70 RT. OUTL. 1306.48
AutoCAD SHX Text
EX. GROUND (EG) @
AutoCAD SHX Text
GRADING GRADE (GG) @
AutoCAD SHX Text
FINISHED GROUND (FG) @
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ORGANICS TO BE REMOVED ASSUMED AT 30' WIDE BY 1' DEEP
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SLOPE LINE
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PROJECT No.
DATE:
REVISED:
REVISED:
RECORD:
REVISED:
10.18.17
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REVISED:
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C.S
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Y, M
IN
NE
SO
TA
ST
A 615+
00-642+
50
engineering, inc.moore
40 290
DRAFTER:
REVIEWER:
MANAGER:
DESIGNER: ZAC
DRH
KJO
LFB
SHEET OF
PRE
LIM
INA
RY
N
W E
S
1315
1320
1325
1330
1335
1340
1345
1350
1355
Scale in Feet
0 200
1315
1320
1325
1330
1335
1340
1345
1350
1355
1310
1305
1300
1310
1305
1300
1295 1295
1360
1365
1360
1365
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C
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C
AutoCAD SHX Text
C
AutoCAD SHX Text
W
AutoCAD SHX Text
31
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6
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WETLAND
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WETLAND
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WOODS
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WOODS
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WOODS
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3:1
AutoCAD SHX Text
6:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
3:1
AutoCAD SHX Text
6:1
AutoCAD SHX Text
57-000-06-0043-001 LEROY D. STINE NW NE 14NE 14SEC.6-T133N-R41N 0.19 A. C.E. 0.34 A.
AutoCAD SHX Text
38-000-31-0241-003 DEREK SHOL SW SE &SE SW 14SE &SE SW 14&SE SW 14SW 14SEC.31-T134N-R41W 0.16 A. C.E. ____ A.
AutoCAD SHX Text
38-000-31-0241-000 DEREK SHOL SE SE 14SE 14SEC.31-T134N-R41W 0.30 A. C.E. 0.68 A.
AutoCAD SHX Text
57-000-06-0043-000 TRIPLE P DAIRY, LLC NE 14SEC.6-T133N-R41N 0.42 A. C.E. 1.14 A.
AutoCAD SHX Text
+90 ENT.
AutoCAD SHX Text
+06 F.E.
AutoCAD SHX Text
+61 F.E.
AutoCAD SHX Text
+74 ENT.
AutoCAD SHX Text
+26 F.E.
AutoCAD SHX Text
+83 F.E.
AutoCAD SHX Text
INL. 1313.62 RT. OUTL. 1309.38
AutoCAD SHX Text
INL. 1346.09 LT. OUTL. 1343.09
AutoCAD SHX Text
INL. 1349.22 RT. OUTL. 1344.43
AutoCAD SHX Text
EX. GROUND (EG) @
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GRADING GRADE (GG) @
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FINISHED GROUND (FG) @
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ORGANICS TO BE REMOVED ASSUMED AT 30' WIDE BY 1' DEEP
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SLOPE LINE
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PROJECT No.
DATE:
REVISED:
REVISED:
RECORD:
REVISED:
10.18.17
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REVISED:
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PLA
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C.S
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. 1
OT
TE
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OU
NT
Y, M
IN
NE
SO
TA
ST
A 642+
50-670+
00
engineering, inc.moore
41 290
DRAFTER:
REVIEWER:
MANAGER:
DESIGNER: ZAC
DRH
KJO
LFB
SHEET OF
PRE
LIM
INA
RY
N
W E
S
1315
1320
1325
1330
1335
1340
1345
1350
1355
Scale in Feet
0 200
1315
1320
1325
1330
1335
1340
1345
1350
1355
1360
1365
1360
1365
1370
1375
1380
1385
1370
1375
1380
1385
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C
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
31
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3
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5
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32
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WOODS
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WOODS
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WOODS
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WOODS
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57-000-05-0035-000 KRISTI L. SEM FORMERLY KNOWN AS KRISTI LILLEMOEN NW NW 14NW 14SEC.5-T133N-R41N 0.05 A. C.E. 0.16 A.0.16 A.
AutoCAD SHX Text
57-000-05-0035-008 RICHARD SWIONTEK & TAMMY L. HANSEN NW NW 14NW 14SEC.5-T133N-R41N 0.03 A. C.E. 0.05 A.
AutoCAD SHX Text
57-000-05-0035-008 JOEY A. GEISZLER & NAOMI R. GEISZLER NW NW 14NW 14SEC.5-T133N-R41N 0.03 A. C.E. 0.04 A.
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ROSTAD RD
AutoCAD SHX Text
LITTLE PLEASANT DR
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ST-19
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ST-20
AutoCAD SHX Text
3:1
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4:1
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6:1
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4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
3:1
AutoCAD SHX Text
6:1
AutoCAD SHX Text
38-000-32-0244-000 ARTHUR E. BARBER & KATHLEEN G. BARBER SW SW 14SW 14SEC.32-T134N-R41W 0.10 A. C.E. 0.19 A.
AutoCAD SHX Text
38-000-32-0244-002 COUNTY OF OTTER TAIL SW SW 14SW 14SEC.32-T134N-R41W 0.13 A. C.E. 0.31 A.
AutoCAD SHX Text
38-000-32-0244-002 RICHARD V. & AMY ROSTAD SW SW 14SW 14SEC.32-T134N-R41W 0.07 A. C.E. 0.50 A.
AutoCAD SHX Text
38-000-32-0246-001 LORAN A. & LOIS J. ROGNESS SW SE &SE SW 14SE &SE SW 14&SE SW 14SW 14SEC.32-T134N-R41W 0.36 A. C.E. 0.46 A.
AutoCAD SHX Text
38-000-32-0246-000 STEVEN LACOURSIERE & DAWN ELIZABETH JAROS SW SE &SE SW 14SE &SE SW 14&SE SW 14SW 14SEC.32-T134N-R41W 0.24 A. C.E. 0.49 A.
AutoCAD SHX Text
57-000-05-0035-002 LOGAN D. & JASMINE SONMOR NW NW 14NW 14SEC.5-T133N-R41N 0.04 A. C.E. 0.13 A.
AutoCAD SHX Text
57-000-05-0035-007 MICHAEL J. GOEDEN & VICKI A. GOEDEN NW NW 14NW 14SEC.5-T133N-R41N 0.03 A. C.E. 0.20 A.
AutoCAD SHX Text
57-000-05-0035-011 STEVE BUSKO NW NW 14NW 14SEC.5-T133N-R41N 0.09 A. C.E. 0.31 A.0.31 A.
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57-000-05-0035-003 LOIS I. HERMES NW NW 14NW 14SEC.5-T133N-R41N 0.03 A. C.E. 0.16 A.
AutoCAD SHX Text
57-000-05-0038-000 DAVID A. HAREN & MARCENE E. HAGEN, TRUSTEES, AND SUCCESSOR TRUSTEES OF THE DAVID A. HAGEN REVOCABLE TRUST AGREEMENT DATED MAY 3, 2011 NW NE &NE NW 14NE &NE NW 14&NE NW 14NW 14SEC.5-T133N-R41W 0.60 A. C.E. 2.79 A.
AutoCAD SHX Text
+83 F.E.
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+47 TWP.CONN.
AutoCAD SHX Text
+15 F.E.
AutoCAD SHX Text
+76 F.E.
AutoCAD SHX Text
+01 TWP.CONN.
AutoCAD SHX Text
+24 ENT.
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+44 ENT.
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INL. 1328.96 LT. OUTL. 1324.64
AutoCAD SHX Text
EX. GROUND (EG) @
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GRADING GRADE (GG) @
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FINISHED GROUND (FG) @
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SLOPE LINE
R
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PROJECT No.
DATE:
REVISED:
REVISED:
RECORD:
REVISED:
10.18.17
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engineering, inc.moore
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INL. 1331.14 LT. OUTL. 1331.07
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EX. GROUND (EG) @
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GRADING GRADE (GG) @
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FINISHED GROUND (FG) @
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C
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C
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C
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C
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32
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5
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32
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5
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4
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33
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WETLAND
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WOODS
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38-000-99-0644-001 TINGVOLD LUTHERAN CHURCH OF MAINE TOWNSHIP, OTTER TAIL COUNTY, MINNESOTA SE SE 14SE 14SEC.32-T134N-R32W 0 A. C.E. 0.12 A.
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57-000-05-0037-900 RICHARD A. HABBERSTAD NE NE 14NE 14SEC.5-T133N-R41W 0.23 A. C.E. 0.35 A.
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38-000-33-0255-000 RICHARD A. HABBERSTAD
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57-000-04-0034-001 SANDRA E. BARNHOUSE BUCKLEY
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TWIN PINE RD
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C.S.A.H. 35
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ST-21
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ST-22
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4:1
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6:1
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6:1
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3:1
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4:1
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+11 F.E.
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38-000-32-0246-001 LORAN A. & LOIS J. ROGNESS SW SE &SE SW 14SE &SE SW 14&SE SW 14SW 14SEC.32-T134N-R41W 0.36 A. C.E. 0.46 A.
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38-000-99-0644-000 PATRICK T. & AMY L. HERZOG SE SE 14SE 14SEC.32-T134N-R41W 0.16 A. C.E. 0.42 A.
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38-000-32-0247-004 TINGVOLD LUTHERAN CHURCH OF MAINE TOWNSHIP, OTTER TAIL COUNTY, MINNESOTA SE SE 14SE 14SEC.32-T134N-R32W 0 A. C.E. 0.03 A.
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57-000-05-0038-000 DAVID A. HAREN & MARCENE E. HAGEN, TRUSTEES, AND SUCCESSOR TRUSTEES OF THE DAVID A. HAGEN REVOCABLE TRUST AGREEMENT DATED MAY 3, 2011 NW NE &NE NW 14NE &NE NW 14&NE NW 14NW 14SEC.5-T133N-R41W 0.60 A. C.E. 2.79 A.
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57-000-05-0037-002 JOHN W. DUTCHUK & KAY M. DUTCHUK NE NE 14NE 14SEC.5-T133N-R41W 0.07 A. C.E. 0.12 A.
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57-000-05-0037-900 RICHARD A. HABBERSTAD NE NE 14NE 14SEC.5-T133N-R41W 0.23 A. C.E. 0.06 A.
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+49 ENT.
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+70 F.E.
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+42 TWP.CONN.
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+70 ENT.
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+89 ENT.
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SLOPE LINE
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STA. 694+73.15 BEGIN CURB & GUTTER B624
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STA. 697+38.22 END CURB & GUTTER B624