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GRADING PLAN
<br />5
<br />GRAPHIC SCALE
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<br />120
<br />P-wofowm TURNBERRY CROSSING 2ND ADDITION /
<br />owmforow HOKANSON CONSTRUCTION, INC. /
<br />9174 ISANTI STREET N.E. /
<br />BLAINE.. MN 55434 /
<br />ATTN: ROGER HOKANSON /
<br />(763) 286 - 7995 /
<br />/
<br />VICINITY MAP /
<br />PART OF SEC. 19 E 20, TWP. 31, RNG. 22
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<br />ANOKA COUNTY, MINNESOTA
<br />(NO SCALE)
<br />/
<br />1110,311
<br />EBIT
<br />/
<br />LEGEND
<br />/
<br />• DENOTES IRON MONUMENT FOUND AS LABELED
<br />\
<br />/
<br />x900.57
<br />o DENOTES IRON MONUMENT SET, MARKED RLS#
<br />41578
<br />❑ DENOTES CATCH BASIN
<br />/
<br />OD DENOTES STORM SEWER MANHOLE
<br />9000.09
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<br />EDIT
<br />OS DENOTES SANITARY SEWER MANHOLE
<br />/
<br />To;
<br />\4
<br />DENOTES HYDRANT
<br />/
<br />902.92
<br />TOP x
<br />DENOTES GATE VALVE
<br />903.35
<br />AS 12
<br />X 952.36 DENOTES EXISTING SPOT ELEVATION
<br />/ �; �
<br />�•. x900X 901.33
<br />-77- DENOTES SIGN
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<br />90299
<br />DENOTES TELEPHONE PEDESTAL
<br />TOP 0
<br />❑r
<br />© DENOTES CABLE PEDESTAL
<br />/
<br />903.43
<br />ASH12
<br />ASH.4
<br />❑E DENOTES ELECTRICAL BOX
<br />EDIT88
<br />DENOTES RETAINING WALL
<br />/
<br />..........................."DENOTES EXISTING CONTOURS
<br />�,
<br />M PLEE30�
<br />..............
<br />> DENOTES EXISTING SANITARY SEWER
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<br />>� DENOTES EXISTING STORM SEWER
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<br />DENOTES EXISTING WATER MAIN
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<br />BLDSB DENOTES BUILDING SETBACK LINE
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<br />x90
<br />DENOTES CONCRETE SURFACE
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<br />90197
<br />ASH14
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<br />I DENOTES BITUMINOUS SURFACE
<br />89964
<br />1 4 EDIT
<br />9023
<br />p DENOTES RIGHT OF ACCESS DEDICATED
<br />898.3Z
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<br />AS1.H,2
<br />TO ANOKA COUNTY
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<br />/ " /
<br />/ : 900.30
<br />TOP
<br />DENOTES PROPOSED CONTOURS
<br />900.85
<br />x9D1.4,
<br />S DENOTES SILT FENCE
<br />4. /
<br />SOG DENOTES SLAB ON GRADE
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<br />9�1.19
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<br />899.51 SETIP41578 I
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<br />S89043�p'w
<br />S00°22'4c
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<br />898.25
<br />DITCH 900 99
<br />x 900.43
<br />x x -.SETIP41578
<br />00.77
<br />NDIP#12251 x g01.50
<br />899.69 901.10
<br />TOP TOP x
<br />�`' /
<br />EROSION CONTROL /
<br />900.18
<br />��� ELLM12 XTOE❑
<br />�- /
<br />; _
<br />90112
<br />ELMI
<br />REVEGETATION SPECS. 41 � /
<br />; �; TOP93x
<br />� BIT i x
<br />EDIT
<br />x T01
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<br />900.37
<br />°E x
<br />32 /
<br />1.
<br />PRIOR TO ROUGH GRADING, INSTALL SILT STOP FENCE /
<br />900.68 ;
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<br />TOP
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<br />IN LOCATIONS SHOWN. ADDITIONAL SILT STOP FENCE
<br />X 89864 T00.96
<br />DITCH :. x
<br />/
<br />WILL BE REQUIRED WHERE LOCAL CONDITIONS REQUIRE. /
<br />IT
<br />INSTALL TREE PROTECTION AS DEEMED NECESSARY
<br />' .'
<br />8990900.23
<br />_ $ro
<br />BY THE CITY FORESTER PRIOR TO ANY GRADING. /
<br />(�
<br />;' x 900.5E
<br />TOP C�: 68
<br />/
<br />2.
<br />ANY GRADING SHALL PROCEED ON AN AREA BY AREA
<br />TOP
<br />�1
<br />�1
<br />/
<br />BASIS TO MINIMIZE UNCOMPLETED AREAS. /
<br />/ 901.59
<br />900.91 x 90 .74
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<br />3.
<br />AS EACH AREA OUTSIDE THE STREET IS GRADED, PROVIDE /
<br />8BI9 43
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<br />NATIVE TOPSOIL, SEED, AND MULCH ANCHORED WITH A
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<br />STRAIGHT SET DISC WITHIN SEVEN DAYS AFTER ROUGH GRADING.
<br />4.
<br />MAINTAIN AND REPAIR SILT STOP FENCES (INCLUDING
<br />REMOVAL OF ACCUMULATED SILT) UNTIL VEGETATION IS ESTABLISHED.
<br />xD9S X4Too 93
<br />5.
<br />SEE "STORM WATER POLLUTION PREVENTION PLAN" FOR ADDITIONAL
<br />x901.1
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<br />EROSION CONTROL NOTES AND SITE SEQUENCING. /
<br />902.35 z W
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<br />899.62
<br />EDIT '`O J a
<br />BENCHMARK /
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<br />x89905
<br />DISH
<br />MNDOT GSID STATION #62913 /
<br />xT0P 57x LLI
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<br />MN/DOT NAME: ANOKA BM 44
<br />+ Q
<br />_ 901.59
<br />901.53 901.92 F-- J x /
<br />ELEVATION = 906.82 (NAVD88) /
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<br />53m
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<br />x 90
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<br />100
<br />899.6i I
<br />EDIT :
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<br />x TOP'80 x 901.14 x 901.35 x 901.23
<br />TOP
<br />8S07a
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<br />�99.01.27
<br />%�IT86�/Cn. ' AFFTIPd117R
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<br />DIRECTION OF RUNOFF
<br />EXTEND WIRE MESH
<br />INTO TRENCH
<br />SUPPORT POST
<br />ANCHORAGE IN -SITU SOIL
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<br />\OO CQLF SI G
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<br />899,77' 901.
<br />EDIT
<br />\ \/ 899.99
<br />EBIT
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<br />SILT FENCE DETAIL
<br />2" X 2" WOOD OR STEEL
<br />POST 7'-7" O.C.
<br />WIRE MESH REINFORCEMENT, STD.
<br />FIELD FENCE. MIN. 30" HIGH, MAX.
<br />MESH SPACING OF 6" AND MIN.
<br />14-1/2" GAUGE WIRE IS OPTIONAL.
<br />GEOTEXTILE FILTER FABRIC -
<br />OVERLAP 6" AND FASTEN AT 2'
<br />INTERVALS. LAY FABRIC IN TRENCH.
<br />FABRIC ANCHORAGE TRENCH.
<br />BACKFILL TRENCH WITH TAMPED
<br />NATURAL SOIL.
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<br />6 NOTES:
<br />MIN.
<br />1) WIRE MESH IS NOT REQUIRED.
<br />2) CONTRACTOR IS RESPONSIBLE FOR
<br />REMOVAL OF ALL EROSION CONTROL
<br />MATERIALS FOLLOWING TURF
<br />ESTABLISHMENT.
<br />EST.19n Professional Land Surveyors
<br />www.egrud.com 6 776 Lake Drive NE, Suite 110
<br />Lino Lakes, MN 55014
<br />Tel. (651) 361-8200 Fax (651) 361-8701
<br />r /
<br />x 899.3J3
<br />TOE /
<br />- 7- -
<br />NnTM
<br />- Field survey was completed by E.G. Rud and Sons, Inc. on 01 /28/15.
<br />- Bearings shown are on Anoka County Coordinate System.
<br />- Curb shots are taken at the top and back of curb.
<br />- This survey was prepared without the benefit of title work. Additional
<br />easements, restrictions and/or encumbrances may exist other than those
<br />shown hereon. Survey subject to revision upon receipt of a current title
<br />commitment or an attorneys title opinion.
<br />- Due to field work being completed during the winter season there may be
<br />improvements in addition to those shown that were not visible due to snow
<br />and ice conditions characteristic of Minnesota winters.
<br />- Utilities shown hereon are observed. Excavations were not made during the
<br />process of this survey to locate underground utilities and/or structures. The
<br />location of underground utilities and/or structures may vary fromlocations
<br />shown hereon and additional underground utilities and/or structures may be
<br />encountered. Contact Gopher State One Call Notification Center at (651)
<br />454-0002 for verification of utility type and field location, prior to
<br />excavation.
<br />- Location of 1000 foot setback line from the DNR ordinary high water line of
<br />Marshan Lake taken from Turnberry Crossing Impervious Surface Area Exhibit
<br />prepared by MFRA, dated 8-28-2012.
<br />- Surveyed premises shown on this survey map is in Flood Zone C (area of
<br />minimal flooding), according to Flood Insurance Rate Map Community Panel
<br />No. 270015 0010 B by the Federal Emergency Management Agency, effective
<br />date May 17, 1982.
<br />- Vacation of Drainage and Utility Easement over Lot 24 will be required.
<br />- Building styles are slab on grade.
<br />- Ponding Calculations provided by Plowe Engineering, Inc. on 3-4-15.
<br />TOWNHOME DETAILS
<br />2 0
<br />DECK
<br />PROPOSED
<br />SINGLE UNIT
<br />TOWNHOME
<br />87� o GARAGE
<br />'07( o
<br />16.17 22.50
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<br />/_\ I I I I I I I I I I\ I
<br />L/ L_ \/ ♦/ I \ I
<br />I I
<br />TONING AND SETBACKS
<br />CURRENT ZONING IS R-3 PDO MEDIUM DENSITY
<br />RESIDENTIAL PLANNED DEVELOPMENT
<br />C.S.A.H NO. 23 (LAKE DRIVE) 40 FEET
<br />AQUA LANE 30 FEET
<br />AQUA CIRCLE 25 FEET
<br />PERIMETER (NORTH LINE) 29 FEET (PROPOSED)
<br />PRIVATE STREET TO GARAGE DOORS 20 FEET
<br />IMPERVIOUS SURFACE
<br />CALCULATIONS
<br />AREA INSIDE 1000 FT
<br />SHORELAND DISTRICT ..............................
<br />162,726 S.F. (3.73 AC.)
<br />AREA OUTSIDE 1000 FT
<br />SHORELAND DISTRICT ..............................
<br />4,248 S.F. (0.10 AC.)
<br />ALLOWABLE IMPERVIOUS AREA:
<br />INSIDE SHORELAND DISTRICT (35%) ........
<br />56,954 S.F.
<br />OUTSIDE SHORELAND DISTRICT (65%) ...
<br />2,761 S.F.
<br />TOTAL ALLOWABLE IMPERVIOUS ...............
<br />59,715 S.F.
<br />EXISTING IMPERVIOUS SURFACES
<br />BUILDINGS ................................................
<br />8,003 S.F.
<br />SIDEWALKS/STOOP..................................
<br />848 S.F.
<br />DRIVEWAYS ..............................................
<br />2,003 S.F.
<br />PRIVATE DRIVES ......................................
<br />20,856 S.F.
<br />TOTAL EXISTING IMPERVIOUS ..................
<br />31,710 S.F.
<br />INCLUDES LOTS 12-23, BLOCK 1, TURNBERRY
<br />CROSSING
<br />PROPOSED IMPERVIOUS SURFACES
<br />TOTAL EXISTING IMPERVIOUS ...................31,710
<br />S.F.
<br />PROPOSED UNITS LOTS 1-11 ..................
<br />20,119 S.F.
<br />PROPOSED UNITS LOTS 12-15 & 20-21...
<br />8,421 S.F.
<br />PROPOSED IMPERVIOUS DRIVEWAYS
<br />LOTS 20 & 21...........................................
<br />640 S.F.
<br />TOTAL IMPERVIOUS ..................................
<br />60,890 S.F.
<br />PROPOSED REMOVALS .............................
<br />(1,308) S.F.
<br />TOTAL PROPOSED IMPERVIOUS ................
<br />59,582 S.F.
<br />* 100% PERVIOUS DRIVES AND SIDEWALKS
<br />REQUIRED
<br />FOR PROPOSED UNITS ON LOTS 1-15.
<br />PERVIOUS WALKS
<br />FOR LOTS 20 - 21.
<br />I
<br />/ /60
<br />.48 8C7.85 89\
<br />C -
<br />898.07 89 .71
<br />TC TFIL
<br />31
<br />C ECONC
<br />IZ 89 .37 /
<br />1197.70 /
<br />TC-EBIT
<br />i 89 .46
<br />897.97TO D
<br />/
<br />897
<br />89 .77
<br />T -D
<br />89 .56 /
<br />°
<br />41
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<br />VTC
<br />I
<br />PROPERTY DESCRIPTION
<br />Lots 1 through 11 and 24, Block 1,
<br />TURNBERRY CROSSING,
<br />Anoka County, Minnesota.
<br />AREA COMPUTATIONS
<br />TOTAL SITE AREA: 3.83t ACRES
<br />EXISTING LOTS 23
<br />PROPOSED LOTS 23
<br />DENSITY. 6.00 f UNITS/ ACRE
<br />* INCLUDES LOTS 12-23, BLOCK 1,
<br />TURNBERRY CROSSING
<br />I hereby certify that this survey, plan
<br />or report was prepared by me or under
<br />my direct supervision and that I am
<br />a duly Registered Land Surveyor under
<br />the laws of the State of Minnesota.
<br />J A SQLL E. 1D
<br />Date: 03/04/15 License No. 41578
<br />DRAWN BY. JEN
<br />I JOB NO: 1505OPP
<br />I DATE: 2105115
<br />CHECK BY. JER
<br />ISCANNED ❑
<br />1
<br />2109115
<br />Revised Layout
<br />JEN
<br />2
<br />3104115
<br />Revised Layout
<br />JEN
<br />3
<br />NO.
<br />DATE
<br />DESCRIPTION
<br />BY
<br />SHEET 4 15050PP
<br />
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