ഠ ground at the time of survey we cannot ......n.89 -17'-35"e. 350.37' nw corner of...
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N.89°-17'-35"E. 350.37'
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NW CORNER OF PLAT OF PETERSON'S BIRCHWOOD
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S. LINE OF GOV'T LOT 2 & N. LINE OF PLAT OF PETERSON'S BIRCHWOOD & S. LINE OF PLAT OF FRANJULO WOODS
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PRIVATE WALKWAY
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SW CORNER OF NE 1/4 OF SE 1/4 PER THE PLAT OF FRANJULO WOODS
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W. LINE OF THE N.E. 1/4 OF S.E. 1/4
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28.03' S89°-18'-35"W
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S87°-11'-01"E 23.25'
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L=111.52' R=3819.72' CHD=111.52' CHD BRG=N26°-38'-30"W
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N89°-19'-04"E
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222.64'
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N60°-45'-44"E
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33.99'
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S89°-21'-40"W
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332.18'
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S89°-17'-35"W
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239.39'
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2.14 ACRES
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TAX #10-05-001-131-00
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TOP OF BANK
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POST AND RAIL FENCE
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FENCE
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BITUMINOUS DRIVE
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BITUMINOUS DRIVE
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GRAVEL DRIVE
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GRAVEL DRIVE
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TOP OF BANK
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TOE OF SLOPE
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TOE OF SLOPE
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TOE OF SLOPE
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TOE OF SLOPE
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TOE OF SLOPE
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POST AND RAIL FENCE
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TOE OF SLOPE
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BUILDING 32.2'X18.0'
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BUILDING 28.6'X 14.4'
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EDGE OF RIP RAP
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WATER'S EDGE
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CRYSTAL LAKE
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BITUMINOUS ROAD
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WOOD DECK
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CONCRETE
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CONCRETE
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STEPS
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33'
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OVERHEAD POWER LINES
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OVERHEAD POWER LINES
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33.6'
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29.7'
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40.8'
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BUILDING
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SHOREWOOD DRIVE
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FOUND CONCRETE MONUMENT
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FOUND IRON ROD
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BENCHMARK #200 ELEV=688.11
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35 FOOT SETBACK LINE
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10 FOOT SIDE SETBACK
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58 FOOT FRONT SETBACK
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10 FOOT SIDE SETBACK
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PROPOSED HOUSE LOCATION
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PROPOSED SEPTIC FIELD 1200 SF
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C
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D
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B
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A
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D
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C
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A
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B
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A-A
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640
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650
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660
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670
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680
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640
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650
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660
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670
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680
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0
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20
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60
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B-B
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640
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660
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670
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680
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690
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640
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650
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660
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670
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680
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690
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0
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C-C
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640
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670
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680
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690
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640
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680
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690
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0
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D-D
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630
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640
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670
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680
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670
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680
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0
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SCALE:
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H: 1"=40' V: 1"=40'
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CRYSTAL LAKE TOWNSHIP
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T.26 N. - R.16 W.
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SECTION 13
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BENZIE COUNTY, MICHIGAN
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SCALE: 1" = 40'
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N
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0
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80
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40
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20
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10
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%%ULEGEND
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- STUMP
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- TREE LINE
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- OVERHEAD POWER LINES
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- FENCE LINE
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- CATCHBASIN
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- MANHOLE
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- LIGHT POLE
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- MAIL BOX
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- GAS VALVE
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- POWER POLE
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- WATER VALVE
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- FIRE HYDRANT
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- CONCRETE CURB
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- TRANSFORMER
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- SPRINKLER
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- BITUMINOUS SURFACE
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- CONCRETE SURFACE
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- TELEPHONE POLE
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- POWER AND TELEPHONE POLE
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- RAILROAD SIGNAL
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- BARRIER FREE PARKING
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- CURB CATCHBASIN
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//
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//
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- SIGN
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AC
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N.F.L.
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C
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- BURIED ELECTRIC LINES
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- WATERMAINS
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- TELEPHONE LINES
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- STORM SEWER LINES
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- SANITARY SEWER LINES
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- GASMAINS
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- NOT FIELD LOCATED
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- BURIED CABLE LINES
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- CABLE TV PEDESTAL
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- ELECTRICAL PEDESTAL
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- SATELLITE DISH
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- AIR CONDITIONING UNIT
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- SOIL BORING
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- ANTENNA
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- TELEPHONE PEDESTAL
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- GUY ANCHOR AND POLE
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- SET P.K. NAIL
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- SET 3/4" IRON PIPE
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- FOUND SURVEY CORNER
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- PINE
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- TREE
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- BUSH
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%%ULEGAL DESCRIPTION
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Contour Interval = 1 foot
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TAX #10-05-001-131-00 Beginning at the Southwest corner of the Northeast fractional 1/4 of the Southeast 1/4 of Section 13, Town at the Southwest corner of the Northeast fractional 1/4 of the Southeast 1/4 of Section 13, Town at the Southwest corner of the Northeast fractional 1/4 of the Southeast 1/4 of Section 13, Town the Southwest corner of the Northeast fractional 1/4 of the Southeast 1/4 of Section 13, Town the Southwest corner of the Northeast fractional 1/4 of the Southeast 1/4 of Section 13, Town Southwest corner of the Northeast fractional 1/4 of the Southeast 1/4 of Section 13, Town Southwest corner of the Northeast fractional 1/4 of the Southeast 1/4 of Section 13, Town corner of the Northeast fractional 1/4 of the Southeast 1/4 of Section 13, Town corner of the Northeast fractional 1/4 of the Southeast 1/4 of Section 13, Town of the Northeast fractional 1/4 of the Southeast 1/4 of Section 13, Town of the Northeast fractional 1/4 of the Southeast 1/4 of Section 13, Town the Northeast fractional 1/4 of the Southeast 1/4 of Section 13, Town the Northeast fractional 1/4 of the Southeast 1/4 of Section 13, Town Northeast fractional 1/4 of the Southeast 1/4 of Section 13, Town Northeast fractional 1/4 of the Southeast 1/4 of Section 13, Town fractional 1/4 of the Southeast 1/4 of Section 13, Town fractional 1/4 of the Southeast 1/4 of Section 13, Town 1/4 of the Southeast 1/4 of Section 13, Town 1/4 of the Southeast 1/4 of Section 13, Town of the Southeast 1/4 of Section 13, Town of the Southeast 1/4 of Section 13, Town the Southeast 1/4 of Section 13, Town the Southeast 1/4 of Section 13, Town Southeast 1/4 of Section 13, Town Southeast 1/4 of Section 13, Town 1/4 of Section 13, Town 1/4 of Section 13, Town of Section 13, Town of Section 13, Town Section 13, Town Section 13, Town 13, Town 13, Town Town Town 26 North, Range 6 West; thence North on the one-eighth line, 3.30 chains; thence East to the waters of North, Range 6 West; thence North on the one-eighth line, 3.30 chains; thence East to the waters of North, Range 6 West; thence North on the one-eighth line, 3.30 chains; thence East to the waters of Range 6 West; thence North on the one-eighth line, 3.30 chains; thence East to the waters of Range 6 West; thence North on the one-eighth line, 3.30 chains; thence East to the waters of 6 West; thence North on the one-eighth line, 3.30 chains; thence East to the waters of 6 West; thence North on the one-eighth line, 3.30 chains; thence East to the waters of West; thence North on the one-eighth line, 3.30 chains; thence East to the waters of West; thence North on the one-eighth line, 3.30 chains; thence East to the waters of thence North on the one-eighth line, 3.30 chains; thence East to the waters of thence North on the one-eighth line, 3.30 chains; thence East to the waters of North on the one-eighth line, 3.30 chains; thence East to the waters of North on the one-eighth line, 3.30 chains; thence East to the waters of on the one-eighth line, 3.30 chains; thence East to the waters of on the one-eighth line, 3.30 chains; thence East to the waters of the one-eighth line, 3.30 chains; thence East to the waters of the one-eighth line, 3.30 chains; thence East to the waters of one-eighth line, 3.30 chains; thence East to the waters of one-eighth line, 3.30 chains; thence East to the waters of line, 3.30 chains; thence East to the waters of line, 3.30 chains; thence East to the waters of 3.30 chains; thence East to the waters of 3.30 chains; thence East to the waters of chains; thence East to the waters of chains; thence East to the waters of thence East to the waters of thence East to the waters of East to the waters of East to the waters of to the waters of to the waters of the waters of the waters of waters of waters of of of Crystal Lake; thence in a Southeasterly direction along Crystal Lake to the South line of the Northeast Lake; thence in a Southeasterly direction along Crystal Lake to the South line of the Northeast Lake; thence in a Southeasterly direction along Crystal Lake to the South line of the Northeast thence in a Southeasterly direction along Crystal Lake to the South line of the Northeast thence in a Southeasterly direction along Crystal Lake to the South line of the Northeast in a Southeasterly direction along Crystal Lake to the South line of the Northeast in a Southeasterly direction along Crystal Lake to the South line of the Northeast a Southeasterly direction along Crystal Lake to the South line of the Northeast a Southeasterly direction along Crystal Lake to the South line of the Northeast Southeasterly direction along Crystal Lake to the South line of the Northeast Southeasterly direction along Crystal Lake to the South line of the Northeast direction along Crystal Lake to the South line of the Northeast direction along Crystal Lake to the South line of the Northeast along Crystal Lake to the South line of the Northeast along Crystal Lake to the South line of the Northeast Crystal Lake to the South line of the Northeast Crystal Lake to the South line of the Northeast Lake to the South line of the Northeast Lake to the South line of the Northeast to the South line of the Northeast to the South line of the Northeast the South line of the Northeast the South line of the Northeast South line of the Northeast South line of the Northeast line of the Northeast line of the Northeast of the Northeast of the Northeast the Northeast the Northeast Northeast Northeast fractional 1/4 of said Southeast 1/4; thence West along said South line to the Point of Beginning; AND Part of Government Lot 2 of Section 13, Town 26 North, Range 16 West, more fully described as follows: of Government Lot 2 of Section 13, Town 26 North, Range 16 West, more fully described as follows: of Government Lot 2 of Section 13, Town 26 North, Range 16 West, more fully described as follows: Government Lot 2 of Section 13, Town 26 North, Range 16 West, more fully described as follows: Government Lot 2 of Section 13, Town 26 North, Range 16 West, more fully described as follows: Lot 2 of Section 13, Town 26 North, Range 16 West, more fully described as follows: Lot 2 of Section 13, Town 26 North, Range 16 West, more fully described as follows: 2 of Section 13, Town 26 North, Range 16 West, more fully described as follows: 2 of Section 13, Town 26 North, Range 16 West, more fully described as follows: of Section 13, Town 26 North, Range 16 West, more fully described as follows: of Section 13, Town 26 North, Range 16 West, more fully described as follows: Section 13, Town 26 North, Range 16 West, more fully described as follows: Section 13, Town 26 North, Range 16 West, more fully described as follows: 13, Town 26 North, Range 16 West, more fully described as follows: 13, Town 26 North, Range 16 West, more fully described as follows: Town 26 North, Range 16 West, more fully described as follows: Town 26 North, Range 16 West, more fully described as follows: 26 North, Range 16 West, more fully described as follows: 26 North, Range 16 West, more fully described as follows: North, Range 16 West, more fully described as follows: North, Range 16 West, more fully described as follows: Range 16 West, more fully described as follows: Range 16 West, more fully described as follows: 16 West, more fully described as follows: 16 West, more fully described as follows: West, more fully described as follows: West, more fully described as follows: more fully described as follows: more fully described as follows: fully described as follows: fully described as follows: described as follows: described as follows: as follows: as follows: follows: follows: Commencing at the Northwest corner of the Plat of Peterson's Birchwood; thence, along the North line of the at the Northwest corner of the Plat of Peterson's Birchwood; thence, along the North line of the at the Northwest corner of the Plat of Peterson's Birchwood; thence, along the North line of the the Northwest corner of the Plat of Peterson's Birchwood; thence, along the North line of the the Northwest corner of the Plat of Peterson's Birchwood; thence, along the North line of the Northwest corner of the Plat of Peterson's Birchwood; thence, along the North line of the Northwest corner of the Plat of Peterson's Birchwood; thence, along the North line of the corner of the Plat of Peterson's Birchwood; thence, along the North line of the corner of the Plat of Peterson's Birchwood; thence, along the North line of the of the Plat of Peterson's Birchwood; thence, along the North line of the of the Plat of Peterson's Birchwood; thence, along the North line of the the Plat of Peterson's Birchwood; thence, along the North line of the the Plat of Peterson's Birchwood; thence, along the North line of the Plat of Peterson's Birchwood; thence, along the North line of the Plat of Peterson's Birchwood; thence, along the North line of the of Peterson's Birchwood; thence, along the North line of the of Peterson's Birchwood; thence, along the North line of the Peterson's Birchwood; thence, along the North line of the Peterson's Birchwood; thence, along the North line of the Birchwood; thence, along the North line of the Birchwood; thence, along the North line of the thence, along the North line of the thence, along the North line of the along the North line of the along the North line of the the North line of the the North line of the North line of the North line of the line of the line of the of the of the the the Plat of Peterson's Birchwood and the South line of Government Lot 2, thence N89°17'33"E, 350.37 feet to the of Peterson's Birchwood and the South line of Government Lot 2, thence N89°17'33"E, 350.37 feet to the of Peterson's Birchwood and the South line of Government Lot 2, thence N89°17'33"E, 350.37 feet to the Peterson's Birchwood and the South line of Government Lot 2, thence N89°17'33"E, 350.37 feet to the Peterson's Birchwood and the South line of Government Lot 2, thence N89°17'33"E, 350.37 feet to the Birchwood and the South line of Government Lot 2, thence N89°17'33"E, 350.37 feet to the Birchwood and the South line of Government Lot 2, thence N89°17'33"E, 350.37 feet to the and the South line of Government Lot 2, thence N89°17'33"E, 350.37 feet to the and the South line of Government Lot 2, thence N89°17'33"E, 350.37 feet to the the South line of Government Lot 2, thence N89°17'33"E, 350.37 feet to the the South line of Government Lot 2, thence N89°17'33"E, 350.37 feet to the South line of Government Lot 2, thence N89°17'33"E, 350.37 feet to the South line of Government Lot 2, thence N89°17'33"E, 350.37 feet to the line of Government Lot 2, thence N89°17'33"E, 350.37 feet to the line of Government Lot 2, thence N89°17'33"E, 350.37 feet to the of Government Lot 2, thence N89°17'33"E, 350.37 feet to the of Government Lot 2, thence N89°17'33"E, 350.37 feet to the Government Lot 2, thence N89°17'33"E, 350.37 feet to the Government Lot 2, thence N89°17'33"E, 350.37 feet to the Lot 2, thence N89°17'33"E, 350.37 feet to the Lot 2, thence N89°17'33"E, 350.37 feet to the 2, thence N89°17'33"E, 350.37 feet to the 2, thence N89°17'33"E, 350.37 feet to the thence N89°17'33"E, 350.37 feet to the thence N89°17'33"E, 350.37 feet to the N89°17'33"E, 350.37 feet to the N89°17'33"E, 350.37 feet to the 350.37 feet to the 350.37 feet to the feet to the feet to the to the to the the the existing centerline of Shorewood Drive and the Point of Beginning; thence, along said existing centerline along the arc of a curve to the left (R + 3819.72 feet; 1 = thence, along said existing centerline along the arc of a curve to the left (R + 3819.72 feet; 1 = thence, along said existing centerline along the arc of a curve to the left (R + 3819.72 feet; 1 = along said existing centerline along the arc of a curve to the left (R + 3819.72 feet; 1 = along said existing centerline along the arc of a curve to the left (R + 3819.72 feet; 1 = said existing centerline along the arc of a curve to the left (R + 3819.72 feet; 1 = said existing centerline along the arc of a curve to the left (R + 3819.72 feet; 1 = existing centerline along the arc of a curve to the left (R + 3819.72 feet; 1 = existing centerline along the arc of a curve to the left (R + 3819.72 feet; 1 = centerline along the arc of a curve to the left (R + 3819.72 feet; 1 = centerline along the arc of a curve to the left (R + 3819.72 feet; 1 = along the arc of a curve to the left (R + 3819.72 feet; 1 = along the arc of a curve to the left (R + 3819.72 feet; 1 = the arc of a curve to the left (R + 3819.72 feet; 1 = the arc of a curve to the left (R + 3819.72 feet; 1 = arc of a curve to the left (R + 3819.72 feet; 1 = arc of a curve to the left (R + 3819.72 feet; 1 = of a curve to the left (R + 3819.72 feet; 1 = of a curve to the left (R + 3819.72 feet; 1 = a curve to the left (R + 3819.72 feet; 1 = a curve to the left (R + 3819.72 feet; 1 = curve to the left (R + 3819.72 feet; 1 = curve to the left (R + 3819.72 feet; 1 = to the left (R + 3819.72 feet; 1 = to the left (R + 3819.72 feet; 1 = the left (R + 3819.72 feet; 1 = the left (R + 3819.72 feet; 1 = left (R + 3819.72 feet; 1 = left (R + 3819.72 feet; 1 = (R + 3819.72 feet; 1 = (R + 3819.72 feet; 1 = + 3819.72 feet; 1 = + 3819.72 feet; 1 = 3819.72 feet; 1 = 3819.72 feet; 1 = feet; 1 = feet; 1 = 1 = 1 = = = 01°40'22"; Chord =N26°38'30"W, 111.52 feet); a distance of 111.52 feet; thence parallel with said south line of Chord =N26°38'30"W, 111.52 feet); a distance of 111.52 feet; thence parallel with said south line of Chord =N26°38'30"W, 111.52 feet); a distance of 111.52 feet; thence parallel with said south line of =N26°38'30"W, 111.52 feet); a distance of 111.52 feet; thence parallel with said south line of =N26°38'30"W, 111.52 feet); a distance of 111.52 feet; thence parallel with said south line of 111.52 feet); a distance of 111.52 feet; thence parallel with said south line of 111.52 feet); a distance of 111.52 feet; thence parallel with said south line of feet); a distance of 111.52 feet; thence parallel with said south line of feet); a distance of 111.52 feet; thence parallel with said south line of a distance of 111.52 feet; thence parallel with said south line of a distance of 111.52 feet; thence parallel with said south line of distance of 111.52 feet; thence parallel with said south line of distance of 111.52 feet; thence parallel with said south line of of 111.52 feet; thence parallel with said south line of of 111.52 feet; thence parallel with said south line of 111.52 feet; thence parallel with said south line of 111.52 feet; thence parallel with said south line of feet; thence parallel with said south line of feet; thence parallel with said south line of thence parallel with said south line of thence parallel with said south line of parallel with said south line of parallel with said south line of with said south line of with said south line of said south line of said south line of south line of south line of line of line of of of Government Lot 2, N89 17'33" E, 222.67 feet; thence N56°04'27"E, 50.09 feet; thence N49°09'15"E, 33.10 feet Lot 2, N89 17'33" E, 222.67 feet; thence N56°04'27"E, 50.09 feet; thence N49°09'15"E, 33.10 feet Lot 2, N89 17'33" E, 222.67 feet; thence N56°04'27"E, 50.09 feet; thence N49°09'15"E, 33.10 feet 2, N89 17'33" E, 222.67 feet; thence N56°04'27"E, 50.09 feet; thence N49°09'15"E, 33.10 feet 2, N89 17'33" E, 222.67 feet; thence N56°04'27"E, 50.09 feet; thence N49°09'15"E, 33.10 feet N89 17'33" E, 222.67 feet; thence N56°04'27"E, 50.09 feet; thence N49°09'15"E, 33.10 feet N89°17'33" E, 222.67 feet; thence N56°04'27"E, 50.09 feet; thence N49°09'15"E, 33.10 feet E, 222.67 feet; thence N56°04'27"E, 50.09 feet; thence N49°09'15"E, 33.10 feet 222.67 feet; thence N56°04'27"E, 50.09 feet; thence N49°09'15"E, 33.10 feet 222.67 feet; thence N56°04'27"E, 50.09 feet; thence N49°09'15"E, 33.10 feet feet; thence N56°04'27"E, 50.09 feet; thence N49°09'15"E, 33.10 feet feet; thence N56°04'27"E, 50.09 feet; thence N49°09'15"E, 33.10 feet thence N56°04'27"E, 50.09 feet; thence N49°09'15"E, 33.10 feet thence N56°04'27"E, 50.09 feet; thence N49°09'15"E, 33.10 feet N56°04'27"E, 50.09 feet; thence N49°09'15"E, 33.10 feet N56°04'27"E, 50.09 feet; thence N49°09'15"E, 33.10 feet 50.09 feet; thence N49°09'15"E, 33.10 feet 50.09 feet; thence N49°09'15"E, 33.10 feet feet; thence N49°09'15"E, 33.10 feet feet; thence N49°09'15"E, 33.10 feet thence N49°09'15"E, 33.10 feet thence N49°09'15"E, 33.10 feet N49°09'15"E, 33.10 feet N49°09'15"E, 33.10 feet 33.10 feet 33.10 feet feet feet to the west line of the Northeast 1/4 of the Southeast 1/4 as previously described; thence along said west line, S00 02'49"E, 149.08 feet to the Southwest corner of as previously described; thence along said west line, S00 02'49"E, 149.08 feet to the Southwest corner of as previously described; thence along said west line, S00 02'49"E, 149.08 feet to the Southwest corner of previously described; thence along said west line, S00 02'49"E, 149.08 feet to the Southwest corner of previously described; thence along said west line, S00 02'49"E, 149.08 feet to the Southwest corner of described; thence along said west line, S00 02'49"E, 149.08 feet to the Southwest corner of described; thence along said west line, S00 02'49"E, 149.08 feet to the Southwest corner of thence along said west line, S00 02'49"E, 149.08 feet to the Southwest corner of thence along said west line, S00 02'49"E, 149.08 feet to the Southwest corner of along said west line, S00 02'49"E, 149.08 feet to the Southwest corner of along said west line, S00 02'49"E, 149.08 feet to the Southwest corner of said west line, S00 02'49"E, 149.08 feet to the Southwest corner of said west line, S00 02'49"E, 149.08 feet to the Southwest corner of west line, S00 02'49"E, 149.08 feet to the Southwest corner of west line, S00 02'49"E, 149.08 feet to the Southwest corner of line, S00 02'49"E, 149.08 feet to the Southwest corner of line, S00 02'49"E, 149.08 feet to the Southwest corner of S00 02'49"E, 149.08 feet to the Southwest corner of S00°02'49"E, 149.08 feet to the Southwest corner of 149.08 feet to the Southwest corner of feet to the Southwest corner of feet to the Southwest corner of to the Southwest corner of to the Southwest corner of the Southwest corner of the Southwest corner of Southwest corner of Southwest corner of corner of corner of of of the Northeast 1/4 of the Southeast 1/4 as previously shown on the recorded plats of Peterson's Birchwood Northeast 1/4 of the Southeast 1/4 as previously shown on the recorded plats of Peterson's Birchwood Northeast 1/4 of the Southeast 1/4 as previously shown on the recorded plats of Peterson's Birchwood 1/4 of the Southeast 1/4 as previously shown on the recorded plats of Peterson's Birchwood 1/4 of the Southeast 1/4 as previously shown on the recorded plats of Peterson's Birchwood of the Southeast 1/4 as previously shown on the recorded plats of Peterson's Birchwood of the Southeast 1/4 as previously shown on the recorded plats of Peterson's Birchwood the Southeast 1/4 as previously shown on the recorded plats of Peterson's Birchwood the Southeast 1/4 as previously shown on the recorded plats of Peterson's Birchwood Southeast 1/4 as previously shown on the recorded plats of Peterson's Birchwood Southeast 1/4 as previously shown on the recorded plats of Peterson's Birchwood 1/4 as previously shown on the recorded plats of Peterson's Birchwood 1/4 as previously shown on the recorded plats of Peterson's Birchwood as previously shown on the recorded plats of Peterson's Birchwood as previously shown on the recorded plats of Peterson's Birchwood previously shown on the recorded plats of Peterson's Birchwood previously shown on the recorded plats of Peterson's Birchwood shown on the recorded plats of Peterson's Birchwood shown on the recorded plats of Peterson's Birchwood on the recorded plats of Peterson's Birchwood on the recorded plats of Peterson's Birchwood the recorded plats of Peterson's Birchwood the recorded plats of Peterson's Birchwood recorded plats of Peterson's Birchwood recorded plats of Peterson's Birchwood plats of Peterson's Birchwood plats of Peterson's Birchwood of Peterson's Birchwood of Peterson's Birchwood Peterson's Birchwood Peterson's Birchwood Birchwood Birchwood and Franjulo Woods; thence along said North line of the Plat of Peterson's Birchwood and the South line of Franjulo Woods; thence along said North line of the Plat of Peterson's Birchwood and the South line of Franjulo Woods; thence along said North line of the Plat of Peterson's Birchwood and the South line of Woods; thence along said North line of the Plat of Peterson's Birchwood and the South line of Woods; thence along said North line of the Plat of Peterson's Birchwood and the South line of thence along said North line of the Plat of Peterson's Birchwood and the South line of thence along said North line of the Plat of Peterson's Birchwood and the South line of along said North line of the Plat of Peterson's Birchwood and the South line of along said North line of the Plat of Peterson's Birchwood and the South line of said North line of the Plat of Peterson's Birchwood and the South line of said North line of the Plat of Peterson's Birchwood and the South line of North line of the Plat of Peterson's Birchwood and the South line of North line of the Plat of Peterson's Birchwood and the South line of line of the Plat of Peterson's Birchwood and the South line of line of the Plat of Peterson's Birchwood and the South line of of the Plat of Peterson's Birchwood and the South line of of the Plat of Peterson's Birchwood and the South line of the Plat of Peterson's Birchwood and the South line of the Plat of Peterson's Birchwood and the South line of Plat of Peterson's Birchwood and the South line of Plat of Peterson's Birchwood and the South line of of Peterson's Birchwood and the South line of of Peterson's Birchwood and the South line of Peterson's Birchwood and the South line of Peterson's Birchwood and the South line of Birchwood and the South line of Birchwood and the South line of and the South line of and the South line of the South line of the South line of South line of South line of line of line of of of Government Lot 2; S89°17'33"W, 239.39 feet to the Point of Beginning; EXCEPT that part of Government Lot 2, also described as part of the Northeast 1/4 of the Southeast 1/4 of that part of Government Lot 2, also described as part of the Northeast 1/4 of the Southeast 1/4 of that part of Government Lot 2, also described as part of the Northeast 1/4 of the Southeast 1/4 of part of Government Lot 2, also described as part of the Northeast 1/4 of the Southeast 1/4 of part of Government Lot 2, also described as part of the Northeast 1/4 of the Southeast 1/4 of of Government Lot 2, also described as part of the Northeast 1/4 of the Southeast 1/4 of of Government Lot 2, also described as part of the Northeast 1/4 of the Southeast 1/4 of Government Lot 2, also described as part of the Northeast 1/4 of the Southeast 1/4 of Government Lot 2, also described as part of the Northeast 1/4 of the Southeast 1/4 of Lot 2, also described as part of the Northeast 1/4 of the Southeast 1/4 of Lot 2, also described as part of the Northeast 1/4 of the Southeast 1/4 of 2, also described as part of the Northeast 1/4 of the Southeast 1/4 of 2, also described as part of the Northeast 1/4 of the Southeast 1/4 of also described as part of the Northeast 1/4 of the Southeast 1/4 of also described as part of the Northeast 1/4 of the Southeast 1/4 of described as part of the Northeast 1/4 of the Southeast 1/4 of described as part of the Northeast 1/4 of the Southeast 1/4 of as part of the Northeast 1/4 of the Southeast 1/4 of as part of the Northeast 1/4 of the Southeast 1/4 of part of the Northeast 1/4 of the Southeast 1/4 of part of the Northeast 1/4 of the Southeast 1/4 of of the Northeast 1/4 of the Southeast 1/4 of of the Northeast 1/4 of the Southeast 1/4 of the Northeast 1/4 of the Southeast 1/4 of the Northeast 1/4 of the Southeast 1/4 of Northeast 1/4 of the Southeast 1/4 of Northeast 1/4 of the Southeast 1/4 of 1/4 of the Southeast 1/4 of 1/4 of the Southeast 1/4 of of the Southeast 1/4 of of the Southeast 1/4 of the Southeast 1/4 of the Southeast 1/4 of Southeast 1/4 of Southeast 1/4 of 1/4 of 1/4 of of of Section 13, Town 26 North, Range 16 West, more fully described as follows: Commencing at the Northwest 13, Town 26 North, Range 16 West, more fully described as follows: Commencing at the Northwest 13, Town 26 North, Range 16 West, more fully described as follows: Commencing at the Northwest Town 26 North, Range 16 West, more fully described as follows: Commencing at the Northwest Town 26 North, Range 16 West, more fully described as follows: Commencing at the Northwest 26 North, Range 16 West, more fully described as follows: Commencing at the Northwest 26 North, Range 16 West, more fully described as follows: Commencing at the Northwest North, Range 16 West, more fully described as follows: Commencing at the Northwest North, Range 16 West, more fully described as follows: Commencing at the Northwest Range 16 West, more fully described as follows: Commencing at the Northwest Range 16 West, more fully described as follows: Commencing at the Northwest 16 West, more fully described as follows: Commencing at the Northwest 16 West, more fully described as follows: Commencing at the Northwest West, more fully described as follows: Commencing at the Northwest West, more fully described as follows: Commencing at the Northwest more fully described as follows: Commencing at the Northwest more fully described as follows: Commencing at the Northwest fully described as follows: Commencing at the Northwest fully described as follows: Commencing at the Northwest described as follows: Commencing at the Northwest described as follows: Commencing at the Northwest as follows: Commencing at the Northwest as follows: Commencing at the Northwest follows: Commencing at the Northwest follows: Commencing at the Northwest Commencing at the Northwest Commencing at the Northwest at the Northwest at the Northwest the Northwest the Northwest Northwest Northwest corner of the Plat of Peterson's Birchwood; thence along the North line of the Plat of Peterson's Birchwood of the Plat of Peterson's Birchwood; thence along the North line of the Plat of Peterson's Birchwood of the Plat of Peterson's Birchwood; thence along the North line of the Plat of Peterson's Birchwood the Plat of Peterson's Birchwood; thence along the North line of the Plat of Peterson's Birchwood the Plat of Peterson's Birchwood; thence along the North line of the Plat of Peterson's Birchwood Plat of Peterson's Birchwood; thence along the North line of the Plat of Peterson's Birchwood Plat of Peterson's Birchwood; thence along the North line of the Plat of Peterson's Birchwood of Peterson's Birchwood; thence along the North line of the Plat of Peterson's Birchwood of Peterson's Birchwood; thence along the North line of the Plat of Peterson's Birchwood Peterson's Birchwood; thence along the North line of the Plat of Peterson's Birchwood Peterson's Birchwood; thence along the North line of the Plat of Peterson's Birchwood Birchwood; thence along the North line of the Plat of Peterson's Birchwood Birchwood; thence along the North line of the Plat of Peterson's Birchwood thence along the North line of the Plat of Peterson's Birchwood thence along the North line of the Plat of Peterson's Birchwood along the North line of the Plat of Peterson's Birchwood along the North line of the Plat of Peterson's Birchwood the North line of the Plat of Peterson's Birchwood the North line of the Plat of Peterson's Birchwood North line of the Plat of Peterson's Birchwood North line of the Plat of Peterson's Birchwood line of the Plat of Peterson's Birchwood line of the Plat of Peterson's Birchwood of the Plat of Peterson's Birchwood of the Plat of Peterson's Birchwood the Plat of Peterson's Birchwood the Plat of Peterson's Birchwood Plat of Peterson's Birchwood Plat of Peterson's Birchwood of Peterson's Birchwood of Peterson's Birchwood Peterson's Birchwood Peterson's Birchwood Birchwood Birchwood and the South line of Government Lot 2, N89°17'33"E, 589.76 feet to the Southwest corner of the Northeast the South line of Government Lot 2, N89°17'33"E, 589.76 feet to the Southwest corner of the Northeast the South line of Government Lot 2, N89°17'33"E, 589.76 feet to the Southwest corner of the Northeast South line of Government Lot 2, N89°17'33"E, 589.76 feet to the Southwest corner of the Northeast South line of Government Lot 2, N89°17'33"E, 589.76 feet to the Southwest corner of the Northeast line of Government Lot 2, N89°17'33"E, 589.76 feet to the Southwest corner of the Northeast line of Government Lot 2, N89°17'33"E, 589.76 feet to the Southwest corner of the Northeast of Government Lot 2, N89°17'33"E, 589.76 feet to the Southwest corner of the Northeast of Government Lot 2, N89°17'33"E, 589.76 feet to the Southwest corner of the Northeast Government Lot 2, N89°17'33"E, 589.76 feet to the Southwest corner of the Northeast Government Lot 2, N89°17'33"E, 589.76 feet to the Southwest corner of the Northeast Lot 2, N89°17'33"E, 589.76 feet to the Southwest corner of the Northeast Lot 2, N89°17'33"E, 589.76 feet to the Southwest corner of the Northeast 2, N89°17'33"E, 589.76 feet to the Southwest corner of the Northeast 2, N89°17'33"E, 589.76 feet to the Southwest corner of the Northeast N89°17'33"E, 589.76 feet to the Southwest corner of the Northeast N89°17'33"E, 589.76 feet to the Southwest corner of the Northeast 589.76 feet to the Southwest corner of the Northeast 589.76 feet to the Southwest corner of the Northeast feet to the Southwest corner of the Northeast feet to the Southwest corner of the Northeast to the Southwest corner of the Northeast to the Southwest corner of the Northeast the Southwest corner of the Northeast the Southwest corner of the Northeast Southwest corner of the Northeast Southwest corner of the Northeast corner of the Northeast corner of the Northeast of the Northeast of the Northeast the Northeast the Northeast Northeast Northeast 1/4 of the Southeast 1/4, as shown on the recorded plats of Franjulo Woods and Peterson's Birchwood; of the Southeast 1/4, as shown on the recorded plats of Franjulo Woods and Peterson's Birchwood; of the Southeast 1/4, as shown on the recorded plats of Franjulo Woods and Peterson's Birchwood; the Southeast 1/4, as shown on the recorded plats of Franjulo Woods and Peterson's Birchwood; the Southeast 1/4, as shown on the recorded plats of Franjulo Woods and Peterson's Birchwood; Southeast 1/4, as shown on the recorded plats of Franjulo Woods and Peterson's Birchwood; Southeast 1/4, as shown on the recorded plats of Franjulo Woods and Peterson's Birchwood; 1/4, as shown on the recorded plats of Franjulo Woods and Peterson's Birchwood; 1/4, as shown on the recorded plats of Franjulo Woods and Peterson's Birchwood; as shown on the recorded plats of Franjulo Woods and Peterson's Birchwood; as shown on the recorded plats of Franjulo Woods and Peterson's Birchwood; shown on the recorded plats of Franjulo Woods and Peterson's Birchwood; shown on the recorded plats of Franjulo Woods and Peterson's Birchwood; on the recorded plats of Franjulo Woods and Peterson's Birchwood; on the recorded plats of Franjulo Woods and Peterson's Birchwood; the recorded plats of Franjulo Woods and Peterson's Birchwood; the recorded plats of Franjulo Woods and Peterson's Birchwood; recorded plats of Franjulo Woods and Peterson's Birchwood; recorded plats of Franjulo Woods and Peterson's Birchwood; plats of Franjulo Woods and Peterson's Birchwood; plats of Franjulo Woods and Peterson's Birchwood; of Franjulo Woods and Peterson's Birchwood; of Franjulo Woods and Peterson's Birchwood; Franjulo Woods and Peterson's Birchwood; Franjulo Woods and Peterson's Birchwood; Woods and Peterson's Birchwood; Woods and Peterson's Birchwood; and Peterson's Birchwood; and Peterson's Birchwood; Peterson's Birchwood; Peterson's Birchwood; Birchwood; Birchwood; thence along the West line of the Northeast 1/4 of the Southeast 1/4 N00 02'49"W, 149.08 feet to the Point along the West line of the Northeast 1/4 of the Southeast 1/4 N00 02'49"W, 149.08 feet to the Point along the West line of the Northeast 1/4 of the Southeast 1/4 N00 02'49"W, 149.08 feet to the Point the West line of the Northeast 1/4 of the Southeast 1/4 N00 02'49"W, 149.08 feet to the Point the West line of the Northeast 1/4 of the Southeast 1/4 N00 02'49"W, 149.08 feet to the Point West line of the Northeast 1/4 of the Southeast 1/4 N00 02'49"W, 149.08 feet to the Point West line of the Northeast 1/4 of the Southeast 1/4 N00 02'49"W, 149.08 feet to the Point line of the Northeast 1/4 of the Southeast 1/4 N00 02'49"W, 149.08 feet to the Point line of the Northeast 1/4 of the Southeast 1/4 N00 02'49"W, 149.08 feet to the Point of the Northeast 1/4 of the Southeast 1/4 N00 02'49"W, 149.08 feet to the Point of the Northeast 1/4 of the Southeast 1/4 N00 02'49"W, 149.08 feet to the Point the Northeast 1/4 of the Southeast 1/4 N00 02'49"W, 149.08 feet to the Point the Northeast 1/4 of the Southeast 1/4 N00 02'49"W, 149.08 feet to the Point Northeast 1/4 of the Southeast 1/4 N00 02'49"W, 149.08 feet to the Point Northeast 1/4 of the Southeast 1/4 N00 02'49"W, 149.08 feet to the Point 1/4 of the Southeast 1/4 N00 02'49"W, 149.08 feet to the Point 1/4 of the Southeast 1/4 N00 02'49"W, 149.08 feet to the Point of the Southeast 1/4 N00 02'49"W, 149.08 feet to the Point of the Southeast 1/4 N00 02'49"W, 149.08 feet to the Point the Southeast 1/4 N00 02'49"W, 149.08 feet to the Point the Southeast 1/4 N00 02'49"W, 149.08 feet to the Point Southeast 1/4 N00 02'49"W, 149.08 feet to the Point Southeast 1/4 N00 02'49"W, 149.08 feet to the Point 1/4 N00 02'49"W, 149.08 feet to the Point 1/4 N00 02'49"W, 149.08 feet to the Point N00 02'49"W, 149.08 feet to the Point N00°02'49"W, 149.08 feet to the Point 149.08 feet to the Point feet to the Point feet to the Point to the Point to the Point the Point the Point Point Point of Beginning; thence continuing along said West line, N00 02'49"W, 68.72 feet; thence parallel with the South Beginning; thence continuing along said West line, N00 02'49"W, 68.72 feet; thence parallel with the South Beginning; thence continuing along said West line, N00 02'49"W, 68.72 feet; thence parallel with the South thence continuing along said West line, N00 02'49"W, 68.72 feet; thence parallel with the South thence continuing along said West line, N00 02'49"W, 68.72 feet; thence parallel with the South continuing along said West line, N00 02'49"W, 68.72 feet; thence parallel with the South continuing along said West line, N00 02'49"W, 68.72 feet; thence parallel with the South along said West line, N00 02'49"W, 68.72 feet; thence parallel with the South along said West line, N00 02'49"W, 68.72 feet; thence parallel with the South said West line, N00 02'49"W, 68.72 feet; thence parallel with the South said West line, N00 02'49"W, 68.72 feet; thence parallel with the South West line, N00 02'49"W, 68.72 feet; thence parallel with the South West line, N00 02'49"W, 68.72 feet; thence parallel with the South line, N00 02'49"W, 68.72 feet; thence parallel with the South line, N00 02'49"W, 68.72 feet; thence parallel with the South N00 02'49"W, 68.72 feet; thence parallel with the South N00°02'49"W, 68.72 feet; thence parallel with the South 68.72 feet; thence parallel with the South feet; thence parallel with the South feet; thence parallel with the South thence parallel with the South thence parallel with the South parallel with the South parallel with the South with the South with the South the South the South South South line of the North 1/2 of the Southeast 1/4, (also being the South line of Government Lot 2) N89°22'19"E, of the North 1/2 of the Southeast 1/4, (also being the South line of Government Lot 2) N89°22'19"E, of the North 1/2 of the Southeast 1/4, (also being the South line of Government Lot 2) N89°22'19"E, the North 1/2 of the Southeast 1/4, (also being the South line of Government Lot 2) N89°22'19"E, the North 1/2 of the Southeast 1/4, (also being the South line of Government Lot 2) N89°22'19"E, North 1/2 of the Southeast 1/4, (also being the South line of Government Lot 2) N89°22'19"E, North 1/2 of the Southeast 1/4, (also being the South line of Government Lot 2) N89°22'19"E, 1/2 of the Southeast 1/4, (also being the South line of Government Lot 2) N89°22'19"E, 1/2 of the Southeast 1/4, (also being the South line of Government Lot 2) N89°22'19"E, of the Southeast 1/4, (also being the South line of Government Lot 2) N89°22'19"E, of the Southeast 1/4, (also being the South line of Government Lot 2) N89°22'19"E, the Southeast 1/4, (also being the South line of Government Lot 2) N89°22'19"E, the Southeast 1/4, (also being the South line of Government Lot 2) N89°22'19"E, Southeast 1/4, (also being the South line of Government Lot 2) N89°22'19"E, Southeast 1/4, (also being the South line of Government Lot 2) N89°22'19"E, 1/4, (also being the South line of Government Lot 2) N89°22'19"E, 1/4, (also being the South line of Government Lot 2) N89°22'19"E, (also being the South line of Government Lot 2) N89°22'19"E, (also being the South line of Government Lot 2) N89°22'19"E, being the South line of Government Lot 2) N89°22'19"E, being the South line of Government Lot 2) N89°22'19"E, the South line of Government Lot 2) N89°22'19"E, the South line of Government Lot 2) N89°22'19"E, South line of Government Lot 2) N89°22'19"E, South line of Government Lot 2) N89°22'19"E, line of Government Lot 2) N89°22'19"E, line of Government Lot 2) N89°22'19"E, of Government Lot 2) N89°22'19"E, of Government Lot 2) N89°22'19"E, Government Lot 2) N89°22'19"E, Government Lot 2) N89°22'19"E, Lot 2) N89°22'19"E, Lot 2) N89°22'19"E, 2) N89°22'19"E, 2) N89°22'19"E, N89°22'19"E, N89°22'19"E, 276.53 feet to a point near the water's edge of Crystal Lake; thence along a shoreline traverse line, S15°41 feet to a point near the water's edge of Crystal Lake; thence along a shoreline traverse line, S15°41 feet to a point near the water's edge of Crystal Lake; thence along a shoreline traverse line, S15°41 to a point near the water's edge of Crystal Lake; thence along a shoreline traverse line, S15°41 to a point near the water's edge of Crystal Lake; thence along a shoreline traverse line, S15°41 a point near the water's edge of Crystal Lake; thence along a shoreline traverse line, S15°41 a point near the water's edge of Crystal Lake; thence along a shoreline traverse line, S15°41 point near the water's edge of Crystal Lake; thence along a shoreline traverse line, S15°41 point near the water's edge of Crystal Lake; thence along a shoreline traverse line, S15°41 near the water's edge of Crystal Lake; thence along a shoreline traverse line, S15°41 near the water's edge of Crystal Lake; thence along a shoreline traverse line, S15°41 the water's edge of Crystal Lake; thence along a shoreline traverse line, S15°41 the water's edge of Crystal Lake; thence along a shoreline traverse line, S15°41 water's edge of Crystal Lake; thence along a shoreline traverse line, S15°41 water's edge of Crystal Lake; thence along a shoreline traverse line, S15°41 edge of Crystal Lake; thence along a shoreline traverse line, S15°41 edge of Crystal Lake; thence along a shoreline traverse line, S15°41 of Crystal Lake; thence along a shoreline traverse line, S15°41 of Crystal Lake; thence along a shoreline traverse line, S15°41 Crystal Lake; thence along a shoreline traverse line, S15°41 Crystal Lake; thence along a shoreline traverse line, S15°41 Lake; thence along a shoreline traverse line, S15°41 Lake; thence along a shoreline traverse line, S15°41 thence along a shoreline traverse line, S15°41 thence along a shoreline traverse line, S15°41 along a shoreline traverse line, S15°41 along a shoreline traverse line, S15°41 a shoreline traverse line, S15°41 a shoreline traverse line, S15°41 shoreline traverse line, S15°41 shoreline traverse line, S15°41 traverse line, S15°41 traverse line, S15°41 line, S15°41 line, S15°41 S15°41 S15°41 '44"E, 22.33 feet; thence N87°13'06"W, 80.00 feet; thence N88°02'43"W, 76.89 feet; thence S74°05'50"W, 22.33 feet; thence N87°13'06"W, 80.00 feet; thence N88°02'43"W, 76.89 feet; thence S74°05'50"W, 22.33 feet; thence N87°13'06"W, 80.00 feet; thence N88°02'43"W, 76.89 feet; thence S74°05'50"W, feet; thence N87°13'06"W, 80.00 feet; thence N88°02'43"W, 76.89 feet; thence S74°05'50"W, feet; thence N87°13'06"W, 80.00 feet; thence N88°02'43"W, 76.89 feet; thence S74°05'50"W, thence N87°13'06"W, 80.00 feet; thence N88°02'43"W, 76.89 feet; thence S74°05'50"W, thence N87°13'06"W, 80.00 feet; thence N88°02'43"W, 76.89 feet; thence S74°05'50"W, N87°13'06"W, 80.00 feet; thence N88°02'43"W, 76.89 feet; thence S74°05'50"W, N87°13'06"W, 80.00 feet; thence N88°02'43"W, 76.89 feet; thence S74°05'50"W, 80.00 feet; thence N88°02'43"W, 76.89 feet; thence S74°05'50"W, 80.00 feet; thence N88°02'43"W, 76.89 feet; thence S74°05'50"W, feet; thence N88°02'43"W, 76.89 feet; thence S74°05'50"W, feet; thence N88°02'43"W, 76.89 feet; thence S74°05'50"W, thence N88°02'43"W, 76.89 feet; thence S74°05'50"W, thence N88°02'43"W, 76.89 feet; thence S74°05'50"W, N88°02'43"W, 76.89 feet; thence S74°05'50"W, N88°02'43"W, 76.89 feet; thence S74°05'50"W, 76.89 feet; thence S74°05'50"W, 76.89 feet; thence S74°05'50"W, feet; thence S74°05'50"W, feet; thence S74°05'50"W, thence S74°05'50"W, thence S74°05'50"W, S74°05'50"W, S74°05'50"W, 47.76 feet; thence S66°25'57"W, 41.58 feet; thence S60 42'14"W, 34.01 feet; thence S49°09'15"W, 15.92 feet to feet; thence S66°25'57"W, 41.58 feet; thence S60 42'14"W, 34.01 feet; thence S49°09'15"W, 15.92 feet to feet; thence S66°25'57"W, 41.58 feet; thence S60 42'14"W, 34.01 feet; thence S49°09'15"W, 15.92 feet to thence S66°25'57"W, 41.58 feet; thence S60 42'14"W, 34.01 feet; thence S49°09'15"W, 15.92 feet to thence S66°25'57"W, 41.58 feet; thence S60 42'14"W, 34.01 feet; thence S49°09'15"W, 15.92 feet to S66°25'57"W, 41.58 feet; thence S60 42'14"W, 34.01 feet; thence S49°09'15"W, 15.92 feet to S66°25'57"W, 41.58 feet; thence S60 42'14"W, 34.01 feet; thence S49°09'15"W, 15.92 feet to 41.58 feet; thence S60 42'14"W, 34.01 feet; thence S49°09'15"W, 15.92 feet to 41.58 feet; thence S60 42'14"W, 34.01 feet; thence S49°09'15"W, 15.92 feet to feet; thence S60 42'14"W, 34.01 feet; thence S49°09'15"W, 15.92 feet to feet; thence S60 42'14"W, 34.01 feet; thence S49°09'15"W, 15.92 feet to thence S60 42'14"W, 34.01 feet; thence S49°09'15"W, 15.92 feet to thence S60 42'14"W, 34.01 feet; thence S49°09'15"W, 15.92 feet to S60 42'14"W, 34.01 feet; thence S49°09'15"W, 15.92 feet to S60°42'14"W, 34.01 feet; thence S49°09'15"W, 15.92 feet to 34.01 feet; thence S49°09'15"W, 15.92 feet to feet; thence S49°09'15"W, 15.92 feet to feet; thence S49°09'15"W, 15.92 feet to thence S49°09'15"W, 15.92 feet to thence S49°09'15"W, 15.92 feet to S49°09'15"W, 15.92 feet to S49°09'15"W, 15.92 feet to 15.92 feet to 15.92 feet to feet to feet to to to the Point of Beginning. Township of Crystal Lake, County of Benzie, State of Michigan.
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%%UBENCHMARK
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BM 200 CENTER OF ROUND CONCRETE MONUMENT WITH 1/2" IRON ROD. ELEV=688.11
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%%UNOTES
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1. THE BOUNDARY WAS A RETRACEMENT OF A SURVEY THE BOUNDARY WAS A RETRACEMENT OF A SURVEY BY SMENDZUIK AS RECORDED IN LIBER 2 PAGE 1066, BENZIE COUNTY RECORDS. 2. WE HAVE MADE EVERY ATTEMPT TO SHOW ALL WE HAVE MADE EVERY ATTEMPT TO SHOW ALL IMPROVEMENTS ON THE SUBJECT PROPERTY USING REASONABLE STANDARD OF CARE FOR COLLECTING TOPOGRAPHY; HOWEVER, WITH THE SNOW COVER ON THE GROUND AT THE TIME OF SURVEY WE CANNOT GUARANTEE THAT ALL ITEMS HAVE BEEN SHOWN.
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%%UCROSS SECTIONS
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BY
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WITH THE CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS DONE. THE ENGINEER
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SPECIFIC APPLICATION AND SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE
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DOES NOT GUARANTEE AND WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION,
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DESIGN OR PURPOSE.
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DE. BY:
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C
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C
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SMB
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PRELIMINARY DESIGN
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7/24/28
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SMB
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FINAL DESIGN
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8/28/18
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SMB
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PLANNING COMMISSION UPDATES
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10/12/18
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SMB
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PLANNING COMMISSION UPDATES
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10/26/18
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SMB
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SMB
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XXX
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XXX
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-
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1
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5
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JULY, 2018
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1" = 40'
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JD-5504-1
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DIMEO HOUSE SITE PLANS BOUNDARY, TOPOGRAPHIC, UTILITY SURVEY
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125804SG2018
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2018
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2018
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1
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C
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Manistee, MI 49660
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302 River Street
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MANISTEE OFFICE
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www.SpicerGroup.com
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Tel. 231-794-5620
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CONSTRUCTION DESIGN INC. 387 RIVER STREET MANISTEE, MI 49660, MI 49660MI 49660 4966049660
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EASEMENT #3 AS RECORDED IN LIBER 341 PAGE 705
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EASEMENT #2 AS RECORDED IN LIBER 397 PAGE 279
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EASEMENT #1 AS RECORDED IN LIBER 394 PAGE 686
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PRIVATE WALKWAY
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2.14 ACRES
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TAX #10-05-001-131-00
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SHOREWOOD DRIVE
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B
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B
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A
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A
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C
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C
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D
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D
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PROPOSED SEPTIC FIELD 1200 SF
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W
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BY
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MARK
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WITH THE CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS DONE. THE ENGINEER
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SPECIFIC APPLICATION AND SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE
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DOES NOT GUARANTEE AND WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION,
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DESIGN OR PURPOSE.
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DE. BY:
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DR. BY:
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C
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C
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PRELIMINARY DESIGN
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7/24/28
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FINAL DESIGN
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8/28/18
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SMB
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PLANNING COMMISSION UPDATES
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10/12/18
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SMB
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10/26/18
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1" = 20'
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0
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40
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20
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10
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N
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SMB
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XXX
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XXX
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-
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2
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5
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JD-5504-2
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DIMEO HOUSE SITE PLANS PLAN VIEW
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125804SG2018
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2018
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2018
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2
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C
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Manistee, MI 49660
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302 River Street
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MANISTEE OFFICE
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www.SpicerGroup.com
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Tel. 231-794-5620
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CONSTRUCTION DESIGN INC. 387 RIVER STREET MANISTEE, MI 49660, MI 49660MI 49660 4966049660
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HORIZONTAL SCALE: 1" = 20'1" = 20'
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PROPOSED STONE/BLOCK RETAINING WALL
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PROPOSED INFILTRATION BASIN. SEE SHEET 5.5..
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PROPOSED HOUSE LOCATION
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ALTERNATE HOUSE LOCATION
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ALTERNATE HOUSE LOCATION
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BITUMINOUS DRIVEWAY
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PROPOSED SHEET PILE RETAINING WALL
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SEE SHEET 3 3 FOR SECTIONS.
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LOCATION OF PROPOSED SEPTIC FIELD. PROVIDE A 1200SF FIELD, 20'x60'± PER BENZIE COUNTYHEALTH DEPARTMENT REQUIREMENTS
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PROPOSED WELL LOCATION.
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50' CLEAR RADIUS FROM WELL TO SEPTIC SYSTEM
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EXISTING 2" WELL FOR BEACH HOUSE
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EXISTING SEPTIC SYSTEM FOR BEACH HOUSE. (SIZE UNKNOWN)
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BEACH HOUSE RENOVATED
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STORAGE SHED RENOVATED
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6" CHDPE TRENCH DRAIN. SEE DETAIL SHEET 5. SEE ARCHITECTURAL PLANS FOR 5. SEE ARCHITECTURAL PLANS FOR . SEE ARCHITECTURAL PLANS FOR LOCATIONS OF ROOF DOWNSPOUTS AND CONNECT WITH FACTORY CONNECTIONS.
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SILT FENCE
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SECTION A-A
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666'-9"
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656'-10 7/8"
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SECTION B-B
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666'-9"
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656'-10 7/8"
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SECTION C-C
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666'-9"
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SECTION D-D
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666'-9"
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656'-10 7/8"
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BY
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MARK
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WITH THE CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS DONE. THE ENGINEER
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SPECIFIC APPLICATION AND SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE
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DOES NOT GUARANTEE AND WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION,
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DESIGN OR PURPOSE.
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DE. BY:
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C
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7/24/28
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8/28/18
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PLANNING COMMISSION UPDATES
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10/12/18
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10/26/18
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0
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1" = 10'
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SMB
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XXX
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XXX
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-
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3
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5
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JD-5504-3
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DIMEO HOUSE SITE PLANS SECTION VIEW
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125804SG2018
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2018
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2018
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3
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C
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Manistee, MI 49660
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302 River Street
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MANISTEE OFFICE
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www.SpicerGroup.com
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Tel. 231-794-5620
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CONSTRUCTION DESIGN INC. 387 RIVER STREET MANISTEE, MI 49660, MI 49660MI 49660 4966049660
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On flat areas, mild slopes, grassed waterways and spillways, diversion ditchesand dikes, borrow and stockpile areas, and spoil piles when areas are subjectto raindrop impact, and erosive forces from wind or water.
MULCH
When bare soil is exposed, temporarily or permanently, to erosive forces fromwind and or water on flat areas, mild slopes, grassed waterways and spillways,diversion ditches and dikes, borrow and stockpile areas, and spoil piles.
SEEDING
SILT FENCE
As a temporary measure used to capture sediment from sheet flow. May alsodivert small volumes of sheet flow to protected outlets.
STORM DRAIN INLET
PROTECTION
Around the entrance to a newly constructed catch basin or aninlet that will capture runoff from an earth change activity.
Debris Removal
Sediment Removal
DETAILED DRAWINGS AND SPECIFICATIONS ARE LOCATED IN THE
MICHIGAN ASSOCIATION OF COUNTY DRAIN COMMISSIONERS SOIL
EROSION AND SEDIMENTATION CONTROL AUTHORIZED PUBLIC
AGENCY PROCEDURES MANUAL
Along drain banks, shorelines, or where concentrated flowsoccur. Slows velocity, reduces erosion and sediment load.RIPRAP
When concentrated flow must be conveyed down a drain bank or slope ordischarge into another drain. Where slope failure or channel scour is observedor is likely to occur, or when runoff must be redirected around work in the drain.
ARMORED SPILLWAY
At locations where construction equipment will enter and exit theroadway and tracking of soil is anticipated.
STABILIZED CONSTRUCTION
ACCESS
3A
64E
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2.14 ACRES
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TAX #10-05-001-131-00
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SHOREWOOD DRIVE
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DRAINAGE AREA 1
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DRAINAGE AREA 2
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DRAINAGE AREA 3
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PROPOSED SEPTIC FIELD 1200 SF
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3A
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64E
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W
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INFILTRATION BASIN STAGE STORAGE
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ELEV
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AREA (sq. ft.)
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DEPTH (ft)
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AVG END INC. VOL. (cu. ft.)
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AVG END TOTAL VOL. (cu. ft.)
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CONIC INC. VOL. (cu. ft.)
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CONIC TOTAL VOL. (cu. ft.)
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638
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411
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N/A
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N/A
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0.00
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N/A
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0.00
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639
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499
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1
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455
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455
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454
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454
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640
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594
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1
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547
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1002
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546
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1000
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641
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697
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1
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646
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1647
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645
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1645
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642
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809
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1
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753
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2400
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752
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2398
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643
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917
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1
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863
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3263
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862
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3260
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BY
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WITH THE CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS DONE. THE ENGINEER
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SPECIFIC APPLICATION AND SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE
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DOES NOT GUARANTEE AND WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION,
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DESIGN OR PURPOSE.
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DE. BY:
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DR. BY:
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REVISIONS
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THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY THE ENGINEER FOR THIS
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C
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C
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SMB
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PRELIMINARY DESIGN
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7/24/28
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FINAL DESIGN
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8/28/18
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PLANNING COMMISSION UPDATES
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10/12/18
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10/26/18
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AS SHOWN
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0
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80
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40
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20
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10
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N
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HORIZONTAL SCALE: 1" = 40'
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MAINTENANCE PROGRAM FOR SESC MEASURES GENERAL MAINTENANCE TEMPORARY SESC MEASURES SHALL BE INSTALLED, MAINTAINED, AND REMOVED BY THE CONTRACTOR. TEMPORARY MEASURES MUST BE MAINTAINED AND IN PLACE UNTIL AREAS ARE PERMANENTLY STABILIZED. PERMANENT MEASURES SHALL BE INSTALLED AND MAINTAINED BY THE CONTRACTOR UNTIL FINAL COMPLETION DAILY MAINTENANCE IS THE CONTRACTOR'S RESPONSIBILITY. TEMPORARY SESC MEASURES SHALL BE REMOVED AT THE END OF THE PROJECT ONCE PERMANENT MEASURES ARE ESTABLISHED. TEMPORARY SESC MEASURES SHALL BE INSTALLED PRIOR TO OR AT THE TIME OF EARTH DISTURBANCE. CONTRACTOR SHALL PROVIDED DAILY DUST CONTROL ON ALL DISTURBED AREAS, UNTIL TEMPORARY AND PERMANENT STABILIZATION METHODS ARE IN PLACE AND EFFECTIVE. SEEDING AND MULCHING SEEDING PRACTICES INCLUDE TOPSOIL (AS DIRECTED BY ENGINEER), SEED, POLYMER SILT STOP, AND MULCH OR MULCH MATTING (AS DIRECTED BY ENGINEER OR WHERE SHOWN ON PLANS). WHERE NECESSARY, APPROPRIATE MULCH MATTING MUST BE APPLIED BASED ON SLOPE AND GROWING CONDITIONS AS APPROVED BY THE PROJECT ENGINEER. ALL SLOPES AND HIGHLY EROSIVE AREAS WILL BE SEEDED AND MULCHED WHEN CONSTRUCTION ACTIVITY IS NOT TAKING PLACE. SEED AND MULCH IS TO BE INSPECTED FOLLOWING EACH RAIN EVENT TO DETERMINE IF CONCENTRATED FLOWS ARE PRESENT. IN THE EVENT THAT SEED AND MULCH ARE REMOVED BY EROSIVE RUNOFF, REPAIRS ARE TO BE MADE IMMEDIATELY. COST TO BE INCLUDED IN THE LUMP SUM BID PRICE FOR SOIL EROSION AND SEDIMENTATION CONTROL MEASURES. ALL AREAS DURING CONSTRUCTION WILL BE PERMANENTLY STABILIZED WITHIN 24 HOURS OF FINAL GRADE (GRADE LISTED ON PLAN). SILT FENCE SILT FENCE IS TO BE TRENCHED IN NO LESS THAN 6 INCHES BELOW THE GROUND SURFACE. INSPECT SILT FENCE DAILY AND IMMEDIATELY FOLLOWING EACH RAINFALL. REPAIR WHEN SILT FENCE IS SAGGING OR HAS BEEN REMOVED/TORN DOWN. WHEN SILT COLLECTS TO HALF THE HEIGHT OF THE FENCE ALL SILT IS TO BE REMOVED AND FENCE REPAIRED. REMOVE SILT FENCE WHEN PERMANENT SESC MEASURES ARE IN PLACE AND VEGETATION IS ESTABLISHED. COMPLIANCE WITH PART 91 OF PA 451 RESPOND IMMEDIATELY TO STORMWATER OPERATOR AND/OR SOIL EROSION AND SEDIMENTATION CONTROL INSPECTOR CONCERNS. MAKE CORRECTIVE MEASURES AS REQUIRED IMMEDIATELY AS DETAILED BY THE APPROVED APA MANUAL(S) THAT APPLY. STORM INLET PROTECTION INSPECT ROUTINELY AND FOLLOWING A PRECIPITATION EVENT THAT RESULTS IN RUNOFF UNTIL SEDIMENT FILTER IS REMOVED. ROUTINELY REMOVE SEDIMENT ACCUMULATION. REPAIR AND OR REPLACE CONTROL MEASURE AS NEEDED. REMOVE TEMPORARY CONTROL MEASURES AND CLEAN SEDIMENT FROM SUMP AFTER SITE IS STABILIZED. INLET PROTECTION SHALL BE PROVIDED WITH THE CORRESPONDING SILT SACK, DANDY BAG OR EQUAL PRODUCT UNLESS ALTERNATIVE METHOD IS APPROVED BY THE ENGINEER.
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CONTINUED MAINTENANCE PROGRAM FOR PERMANENT SESC MEASURES
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AGENCY RESPONSIBLE:
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BENZIE COUNTY SOIL EROSION CONTROL
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INSPECTION SCHEDULE:
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PERMANENT SESC MEASURE
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MAINTENANCE PROCEDURE
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SEEDING:
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INSPECT BMPS MONTHLY DURING FIRST GROWING SEASON AFTER COMPLETION OF CONTRUCTION OR AS NEEDED. INSPECT A MINIMUM OF THREE TIMES PER GROWING SEASON FOLLOWING THE FIRST GROWING SEASON AND TWICE DURING THE WINTER SEASON.
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REPAIR BARE AREAS, APPLYING SUPPLEMENTAL SEED, MULCH, AND WATER AS NEEDED. MOWING CAN BE USED PERIODICALLY TO DISCOURAGE WEEDS.
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CATCH BASIN:
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ROUTINELY REMOVE SEDIMENT ACCUMULATION BY HAND OR WITH A VACUUM TRUCK AND HAUL TO AN UPLAND SITE AND STABILIZE. CONTAMINATED SEDIMENTS MUST BE DISPOSED OF AT AN APPROVED LANDFILL.
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MICHIGAN ASSOCIATION OF COUNTY DRAIN COMMISSIONERS SOIL EROSION AND SEDIMENTATION CONTROL KEYING SYSTEM
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WHERE USED
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KEY
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SESC MEASURE
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SYMBOL
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2
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1
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61
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60
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80
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81
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ROUTINE MAINTENANCE ACTIVITY DETAILS
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KEY
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BEST MANAGEMENT PRACTICE
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FINAL INSPECTION AND REMOVE TEMPORARY EROSION CONTROLS
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RESTORATION - TOPSOIL SPREADING AND PERMANENT SEEDING
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SITE CONSTRUCTION
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SITE GRADING
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PLACE & MAINTAIN EROSION CONTROLS
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SESC SCHEDULE
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2018
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AUG
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SEPT
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OCT
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NOV
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7
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15
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66
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SSURGO SOILS IN PROJECT LOCATION
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MUSYM
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COMPOSITION NAME
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PSAMMENTS, MODERATELY WET-BEACHES COMPLEX, NEARLY LEVEL
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BENONA SAND, 18 TO 35 PERCENT SLOPES
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SITE RUNOFF QUANTITIES
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DRAINAGE AREA 1
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PERVIOUS AREA (SFT)
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IMPERVIOUS AREA (SFT)
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TOTAL AREA (SFT)
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10 YEAR STORM ACCUM. (CFT)
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25 YEAR STORM ACCUM. (CFT)
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50 YEAR STORM ACCUM. (CFT)
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100 YEAR STORM ACCUM. (CFT)
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FIRST 1" RAINFALL ACCUM. (CFT)
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Existing Lot No House
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51,560
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9,603
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61,163
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5,138
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6,407
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7,538
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8,807
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1529
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Existing Lot & Proposed House
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46,133
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15,030
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61,163
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6,850
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8,542
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10,051
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11,743
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2039
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Difference =
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-5,427
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5,427
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0
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1,713
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2,136
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2,513
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2,936
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C Factors: (EX/PR)
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0.2/0.2
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0.9/0.9
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0.3/0.4
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DRAINAGE AREA 2
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Existing NE Corner of Lot
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14,351
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1,021
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15,372
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7,365
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1,323
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1,557
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13,258
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316
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C Factors:
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0.2
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0.9
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0.2
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DRAINAGE AREA 3
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Existing S. Portion of Lot
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8,773
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357
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9,130
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511
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638
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750
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877
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152
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Existing S. Portion of Lot minus House
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8,060
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357
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8,417
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471
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588
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692
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808
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140
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Difference =
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-713
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0
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-713
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-40
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-50
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-59
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-68
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C Factors: (EX/PR)
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0.2/0.2
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0.9/0.9
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0.2/0.2
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NOAA Atlas 14 Point Precipitation Frequency:
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10 Year - 24 Hour Rainfall:
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3.36
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Inches
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25 Year - 24 Hour Rainfall:
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4.19
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Inches
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50 Year - 24 Hour Rainfall:
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4.93
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Inches
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100 Year - 24 Hour Rainfall:
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5.76
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Inches
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PROPOSED STORM WATER DETENTION
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STORAGE VOLUME BELOW 1.0' FREEBOARD (642.00) = 2400 cft
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STORAGE VOLUME TO SPILLWAY (643.00) = 3260 cft
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SMB
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SMB
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XXX
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XXX
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-
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4
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5
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JULY, 2018
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JD-5504-4
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DIMEO HOUSE SITE PLANS SITE DRAINAGE & SESC
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125804SG2018
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2018
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2018
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4
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C
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Manistee, MI 49660
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302 River Street
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MANISTEE OFFICE
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www.SpicerGroup.com
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Tel. 231-794-5620
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CONSTRUCTION DESIGN INC. 387 RIVER STREET MANISTEE, MI 49660, MI 49660MI 49660 4966049660
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EXISTING IMPERVIOUS AREA(Approx. 0.25 Acres)(Approx. 0.25 Acres)
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PROPOSED IMPERVIOUS AREA(Approx. 0.35 Acres)(Approx. 0.35 Acres)
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2 ROWS OF SILT FENCE FOR EXTRA PROTECTION TO CONTROL ON-SITE EROSION AT CONSTRUCTION LIMITS.
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Zoning Requirements
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The subject property is zoned "R2, Single Family Residential".
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Zoning Ordinance Requirement
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Minimum Lot Area
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15,000 SF
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Minimum Lot Width
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100 Ft
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Front Yard Setback
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25 Ft
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Side Yard Setback
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10 Ft
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Rear Yard Setback
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25 Ft
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Maximum Building Height
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28 Ft
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Crystal Lake Setback
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35' from Ordinary High-Water Mark
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Existing
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Proposed
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Lot Area
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2.14 Acres
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2.14 Acres
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Impervious Surface Lot Coverage
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11%
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17%
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Percent of Lot to Remain in Natural Vegetative Cover
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87%
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71%
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INSTALL GEOTEXTILE FABRIC AND RIPRAP ON INFILTRATION BASIN SIDE SLOPES
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INSTALL GEOTEXTILE FABRIC AND RIPRAP ON INFILTRATION BASIN SIDE SLOPES
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INFILTRATION BASIN STAGE STORAGE
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ELEV
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AREA (sq. ft.)
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DEPTH (ft)
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AVG END INC. VOL. (cu. ft.)
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AVG END TOTAL VOL. (cu. ft.)
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CONIC INC. VOL. (cu. ft.)
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CONIC TOTAL VOL. (cu. ft.)
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638
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411
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N/A
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N/A
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0.00
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N/A
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0.00
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639
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499
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1
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455
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455
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454
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454
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640
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594
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1
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547
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1002
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546
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1000
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641
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697
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1
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646
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1647
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645
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1645
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642
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809
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1
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753
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2400
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752
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2398
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643
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917
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1
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863
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3263
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862
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3260
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BY
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MARK
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WITH THE CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS DONE. THE ENGINEER
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SPECIFIC APPLICATION AND SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE
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DOES NOT GUARANTEE AND WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION,
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DESIGN OR PURPOSE.
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DE. BY:
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DR. BY:
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STDS.
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SCALE
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DATE
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CH. BY:
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APP. BY:
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SHEET
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FILE NO.
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OF
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PROJECT NO.
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REVISIONS
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DATE
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THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY THE ENGINEER FOR THIS
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C
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C
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SMB
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PRELIMINARY DESIGN
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7/24/28
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SMB
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FINAL DESIGN
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8/28/18
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SMB
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PLANNING COMMISSION UPDATES
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10/12/18
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SMB
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PLANNING COMMISSION UPDATES
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10/26/18
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PROPOSED RETAINING WALL
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PROPOSED RETAINING WALL
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BOTTOM OF INFILTRATION BASIN ELEV.=638.00
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AS SHOWN
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SMB
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SMB
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XXX
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XXX
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-
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5
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5
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JULY, 2018
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JD-5504-5
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DIMEO HOUSE SITE PLANS INFILTRATION BASIN
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125804SG2018
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2018
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2018
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5
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C
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Manistee, MI 49660
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302 River Street
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MANISTEE OFFICE
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www.SpicerGroup.com
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Tel. 231-794-5620
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CONSTRUCTION DESIGN INC. 387 RIVER STREET MANISTEE, MI 49660, MI 49660MI 49660 4966049660
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PROPOSED OVERFLOW SPILLWAY
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PROPOSED OVERFLOW SPILLWAY
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BITUMIOUS DRIVEWAY
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PROPOSED HOUSE
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NORTH-SOUTH SECTION OF INFILTRATION BASIN
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EAST-WEST SECTION OF INFILTRATION BASIN
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PERFORATED H.D.P.E. TRENCH DETAIL
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NOT TO SCALE
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6" OF MDOT 6A COARSE AGGREGATE BEDDING.
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TYPE A, COURSE AGGREGATE BACKFILL
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PROPOSED PIPE - SEE PLANS AND SPECIFICATIONS FOR MATERIAL AND SIZE
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INSTALL FILTER FABRIC AROUND AGGREGATE BACKFILL.
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RESTORE SURFACE WITH 4" TOPSOIL & SEED AS INDICATED ON PLANS OR CALLED FOR IN SPECIFICATIONS.
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EXISTING GRADE
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TRENCH SLOPE SHALL BE PER O.S.H.A. & MI.O.S.H.A. REGULATIONS.REGULATIONS.
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%%UDRAIN BASIN DETAIL
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NOT TO SCALE
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PROVIDE MDOT 6A STONE BEDDING
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ALL DRAIN BASINS SHALL HAVE A 24" SUMP UNLESS OTHERWISE INDICATED ON THE PLANS.
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SIZE AS SPECIFIED (TYP.)
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PROVIDE M.D.O.T. CLASS II SAND BACKFILL COMPACTED TO 95% OF MAXIMUM DENSITY
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MIN.4" TOP SOIL 4" TOP SOIL
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ALL DRAIN BASINS SHALL HAVE STANDARD GRATES. SIZE AS SPECIFIED (TYP.)
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24" DIAMETER STRUCTURE
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0
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20
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10
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5
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N
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HORIZONTAL SCALE: 1" = 10'1" = 10'
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SPILLWAY ELEV 643.00
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BY
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MARK
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WITH THE CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS DONE. THE ENGINEER
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SPECIFIC APPLICATION AND SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE
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DOES NOT GUARANTEE AND WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION,
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DESIGN OR PURPOSE.
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DE. BY:
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DR. BY:
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STDS.
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SCALE
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DATE
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CH. BY:
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APP. BY:
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SHEET
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FILE NO.
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OF
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PROJECT NO.
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REVISIONS
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DATE
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THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY THE ENGINEER FOR THIS
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C
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C
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SMB
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PRELIMINARY DESIGN
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7/24/28
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SMB
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FINAL DESIGN
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8/28/18
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SMB
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PLANNING COMMISSION UPDATES
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10/12/18
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SMB
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PLANNING COMMISSION UPDATES
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10/26/18
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1" = 10'
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0
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40
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20
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10
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N
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SMB
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SMB
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XXX
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XXX
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-
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6
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5
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JULY, 2018
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JD-5504-6
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DIMEO HOUSE SITE PLANS ALTERNATE LOCATION MAP
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125804SG2018
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2018
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2018
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6
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C
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Manistee, MI 49660
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302 River Street
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MANISTEE OFFICE
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www.SpicerGroup.com
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Tel. 231-794-5620
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CONSTRUCTION DESIGN INC. 387 RIVER STREET MANISTEE, MI 49660, MI 49660MI 49660 4966049660
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HORIZONTAL SCALE: 1" = 10'1" = 10'
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ALTERNATE HOUSE LOCATION
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PROPOSED HOUSE LOCATION
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BITUMINOUS DRIVEWAY
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BEACH HOUSE RENOVATED
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STORAGE SHED RENOVATED
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ALTERNATE HOUSE LOCATION
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ALTERNATE HOUSE LOCATION