|
GRADING PLAN
<br />�offtm TURNBERRY CROSSING 2ND ADDITION
<br />for HOKANSON CONSTRUCTION, INC.
<br />9174 ISANTI STREET N.E.
<br />BLAINE, M N 55434
<br />ATTN: ROGER HOKANSON
<br />(763) 286-7995
<br />VICINITY MAP
<br />PART OF SEC. 19 E 20, TWP. 31, RNG. 22
<br />� 3
<br />Ulmer Dt
<br />ceiddleal
<br />Midd4e
<br />School
<br />6
<br />5
<br />c'
<br />Blue Heron
<br />Elementary
<br />Schad Rd
<br />v O ka
<br />ti
<br />t1
<br />SITE
<br />Rine
<br />Creek
<br />Aqua Ln Rice Creel(.Chain
<br />[hmmnnix. Gol
<br />ChcmxmiK Gc I4
<br />Coumn
<br />ANOKA COUNTY, MINNESOTA
<br />(NO SCALE)
<br />•
<br />0
<br />111
<br />O
<br />O
<br />X 952.36
<br />❑r
<br />❑E
<br />BLDSB
<br />I I
<br />L J
<br />LEGEND
<br />DENOTES
<br />DENOTES
<br />DENOTES
<br />DENOTES
<br />DENOTES
<br />DENOTES
<br />DENOTES
<br />DENOTES
<br />DENOTES
<br />DENOTES
<br />DENOTES
<br />DENOTES
<br />DENOTES
<br />DENOTES
<br />DENOTES
<br />DENOTES
<br />DENOTES
<br />DENOTES
<br />DENOTES
<br />DENOTES
<br />NORTH
<br />IRON MONUMENT FOUND AS LABELED
<br />IRON MONUMENT SET, MARKED RLS# 41578
<br />CATCH BASIN
<br />STORM SEWER MANHOLE
<br />SANITARY SEWER MANHOLE
<br />HYDRANT
<br />GATE VALVE
<br />EXISTING SPOT ELEVATION
<br />SIGN
<br />TELEPHONE PEDESTAL
<br />CABLE PEDESTAL
<br />ELECTRICAL BOX
<br />RETAINING WALL
<br />EXISTING CONTOURS
<br />EXISTING SANITARY SEWER
<br />EXISTING STORM SEWER
<br />EXISTING WATER MAIN
<br />BUILDING SETBACK LINE
<br />CONCRETE SURFACE
<br />BITUMINOUS SURFACE
<br />p DENOTES RIGHT OF ACCESS DEDICATED
<br />s
<br />TO ANOKA COUNTY
<br />DENOTES PROPOSED CONTOURS
<br />DENOTES SILT FENCE
<br />SOG DENOTES SLAB ON GRADE
<br />EROSION CONTROL /
<br />REVEGETATION SPECS.
<br />1. PRIOR TO ROUGH GRADING, INSTALL SILT STOP FENCE
<br />IN LOCATIONS SHOWN. ADDITIONAL SILT STOP FENCE
<br />WILL BE REQUIRED WHERE LOCAL CONDITIONS REQUIRE.
<br />INSTALL TREE PROTECTION AS DEEMED NECESSARY
<br />BY THE CITY FORESTER PRIOR TO ANY GRADING.
<br />2. ANY GRADING SHALL PROCEED ON AN AREA BY AREA
<br />BASIS TO MINIMIZE UNCOMPLETED AREAS.
<br />1_,/
<br />J
<br />-.J
<br />1 /
<br />J
<br />/
<br />3. AS EACH AREA OUTSIDE THE STREET IS GRADED, PROVIDE /
<br />NATIVE TOPSOIL, SEED, AND MULCH ANCHORED WITH A
<br />STRAIGHT SET DISC WITHIN SEVEN DAYS AFTER ROUGH GRADING.
<br />4. MAINTAIN AND REPAIR SILT STOP FENCES (INCLUDING
<br />REMOVAL OF ACCUMULATED SILT) UNTIL VEGETATION IS ESTABLISHED.
<br />5. SEE "STORM WATER POLLUTION PREVENTION PLAN" FOR ADDITIONAL
<br />EROSION CONTROL NOTES AND SITE SEQUENCING.
<br />/
<br />/
<br />/
<br />BENCHMARK
<br />MNDOT GSID STATION #62913
<br />MN/DOT NAME: ANOKA BM 44
<br />ELEVATION = 906.82 (NAVD88) /
<br />1
<br />/
<br />• J 4 J1
<br />/ 9 /
<br />c
<br />V
<br />/
<br />7-
<br />/ /
<br />1-
<br />2
<br />0
<br />w
<br />DIRECTION OFA
<br />EXTEND WIRE MESH
<br />INTO TRENCH
<br />SUPPORT POST
<br />ANCHORAGE IN-SITU SOIL
<br />/
<br />/
<br />85
<br />/
<br />/
<br />/
<br />/
<br />/
<br />100
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />\
<br />•
<br />'1
<br />/
<br />/
<br />-r-.
<br />J
<br />/
<br />/ ,
<br />Z.
<br />•�J
<br />l -
<br />C �
<br />/
<br />/
<br />/
<br />/
<br />•
<br />/
<br />/
<br />c 1
<br />•
<br />899.62
<br />EBIT
<br />899.05
<br />x DI 2H
<br />•
<br />899.66
<br />EBIT
<br />•
<br />•
<br />•
<br />•
<br />•
<br />•
<br />•
<br />•
<br />•
<br />x 899.80 901.14
<br />TOP TOP
<br />899.86
<br />;BIT
<br />5
<br />899.43
<br />EBIT
<br />899.5
<br />EBIT
<br />899.47
<br />[BIT
<br />x 898i54
<br />DITCH 900-93
<br />x TOP
<br />•
<br />•
<br />902.35
<br />.' "ELM40
<br />o
<br />Q1\
<br />90
<br />TO1.57 f�
<br />P ,'
<br />x
<br />90153
<br />901.13
<br />•i9O 901.04
<br />•
<br />O.
<br />899.77
<br />EBIT
<br />899.64
<br />EBIT
<br />899.88
<br />EBIT
<br />/
<br />900.09
<br />[BIT
<br />900.30
<br />EBIT
<br />x 900.57
<br />900.36
<br />EBIT
<br />x 900.32
<br />x 901.09
<br />903.03 '
<br />,TOP
<br />902.92
<br />TOP
<br />903.35
<br />ASH12
<br />x 900.09
<br />x90'1.33
<br />902.99
<br />T05
<br />•
<br />3-
<br />5111
<br />903.38
<br />ASH14
<br />N
<br />O
<br />0)
<br />•
<br />903.10
<br />MAPLE30
<br />898 •73
<br />x DITq-I 901 23
<br />x
<br />O
<br />O
<br />9)
<br />x 898.31
<br />DITCH, x
<br />: 900.30
<br />TOP
<br />•
<br />•
<br />•
<br />91.19
<br />SETIP41578
<br />S89°49'/"W
<br />898.25 fie"'
<br />DITCH doom
<br />x ..SETIF41578
<br />899.69
<br />TOP
<br />900.68
<br />TOP 900.96
<br />x 898.64 • TOP
<br />DITCH x
<br />901.10
<br />TOP x
<br />901.22
<br />ELM12
<br />900.93
<br />TOP x
<br />•
<br />899.08
<br />900.23
<br />TOP
<br />x 900.56
<br />. TOP
<br />x 901
<br />x
<br />900.91
<br /><r
<br />z
<br />o
<br />� W
<br />o z
<br />J
<br />1x
<br />900.37
<br />OE x
<br />901, 68
<br />TOP
<br />X 904.74
<br />CC
<br />o
<br />EO 53
<br />= W
<br />Q
<br />901.92 1-
<br />o 01
<br />0Q<
<br />Z
<br />o 0 1C
<br />o�<
<br />o
<br />x 901.35 x 90123
<br />901.27
<br />SETIP41578
<br />901.9
<br />902.50
<br />901.97
<br />ASH14
<br />901.23
<br />ASH1 2
<br />900.85
<br />x 901.41
<br />x 901.40
<br />900.16
<br />[BIT
<br />903.39:
<br />10P
<br />903.97
<br />T0P
<br />900.33
<br />TC -D x
<br />99
<br />-5.05
<br />x 900.22
<br />85
<br />100
<br />90'.23
<br />E¢IT
<br />900.29
<br />EBIT
<br />0
<br />90.09
<br />T0E
<br />x
<br />901.82'. 902.34
<br />TOP '..ELM20
<br />8
<br />TOE 99.3 /
<br />899.84
<br />SETIP41578
<br />90Q.04
<br />Te' .
<br />30
<br />0
<br />GRAPHIC SCALE
<br />15 30
<br />60
<br />120
<br />( IN FEET ) 1
<br />1 inch = 30 ft. /
<br />/-\
<br />900.12
<br />898.48
<br />x 900.51 7
<br />897.85 897.31
<br />TC CB' -FL
<br />898.07 89 .71
<br />TC T ECONC
<br />89 .37
<br />X 90.4.25
<br />x 904.88
<br />898.05
<br />902.09
<br />ELM26
<br />46
<br />TOP -181
<br />897.97
<br />901.03
<br />ASH1 4
<br />/ m 90c
<br />TOE•
<br />902,88 1899 45
<br />- ASH14 . : TC
<br />902.68 /
<br />TOP:' /
<br />89c9.34. •,
<br />/ r
<br />899.30
<br />TOP-PILE •
<br />899.12
<br />905.98
<br />T©E-PI
<br />,2x 900.
<br />89
<br />89
<br />/.77
<br />-D
<br />56
<br />899.55
<br />x_902.1
<br />• TOE -PILE
<br />898.4
<br />EB
<br />901,02
<br />ASH10
<br />•
<br />.899.00
<br />TC
<br />898.71
<br />MH SAN
<br />898.8:
<br />900.98
<br />ASH1 6
<br />900.92
<br />ASH1 4
<br />x9
<br />899.16
<br />898.77
<br />8/98.94
<br />C
<br />898.7
<br />C
<br />898.82
<br />901 04
<br />". ASH16
<br />901.10
<br />ASH16
<br />x 900.99
<br />902.31
<br />TOP
<br />9
<br />G
<br />898162
<br />TC/
<br />89$.14
<br />5ENC- TC
<br />898.96
<br />898.28
<br />TC -EB /T
<br />98
<br />GL
<br />899.00
<br />89-785
<br />x 900.917
<br />898.
<br />899
<br />.;
<br />898113
<br />CL--
<br />7 /
<br />/
<br />/
<br />66
<br />/
<br />/
<br />•
<br />•
<br />-897.
<br />896
<br />BASIN
<br />x 900.91
<br />TOE
<br />1.20
<br />0
<br />8991
<br />TOE
<br />x
<br />900.29 I
<br />900.43
<br />00.77
<br />NDIP#12251
<br />900.18
<br />TOEm
<br />x 901 50
<br />Lu
<br />900.1
<br />1
<br />89865 \
<br />CB -TC
<br />6 x 8 .3
<br />r
<br />1111111
<br />441101144,
<br />898
<br />HWL=898.1........_...
<br />. 9 ................X 855.5:.
<br />-- 89550
<br />7-a_-EXIS G DRAINTILE x8 543�.�,
<br />896 ----=-
<br />897 TOE
<br />TO899.15
<br />P
<br />897.94
<br />897.b8
<br />JOB NO: 15050PP
<br />---
<br />42"1-94-----------____;4..x.
<br />70�--___
<br />TOE
<br />8A
<br />•
<br />898
<br />1
<br />.............
<br />900-
<br />JEN
<br />2
<br />3/04/15
<br />Revised Layout
<br />JEN
<br />3
<br />X9Q0,2.1................f.r
<br />TnP
<br />•.
<br />�h.7%
<br />xT„,
<br />398.28
<br />9001
<br />TOP
<br />900
<br />„89d.82
<br />p
<br />00.38..
<br />P
<br />P° W
<br />o 0
<br />O
<br />c
<br />(0
<br />-10
<br />00
<br />r• NDATION TO ,o
<br />BE EXPOSED AND"
<br />FOOTINGS DROPPEDI
<br />on 900
<br />�o
<br />o 10 SOG
<br />m
<br />8 SOG
<br />iuJ
<br />900.8 11
<br />x 9
<br />.47
<br />n
<br />1 IL
<br />4 x 900 62
<br />T0�
<br />^
<br />IL
<br />x 900.68 89
<br />RF
<br />91
<br />ATI
<br />-
<br />391.57
<br />[C -'D
<br />CS
<br />'- C4
<br />3 :
<br />CS
<br />900.02
<br />x 900 60 1Z)
<br />900.10
<br />900 35
<br />TC D
<br />TC D
<br />898 42
<br />TRANS
<br />89
<br />TC
<br />.78
<br />898.81
<br />MHSAN
<br />898.
<br />CURB CUT
<br />899 0
<br />TC -D
<br />A
<br />899.79
<br />MHSAN
<br />PRIVATE STRE
<br />CRB CUT
<br />8'45"E 87.34c
<br />899.
<br />60
<br />900.71
<br />x SOG 901.0
<br />x 900.70
<br />8.99.44
<br />TD
<br />SOG 901.0
<br />900.88
<br />TOP
<br />TOE
<br />°8 83'45"lir 8.c34
<br />ri
<br />SOG 901.0
<br />7
<br />x 900 87
<br />SOG p91.0
<br />EOF 898.15
<br />90
<br />9
<br />x 905
<br />901.13
<br />>898.13
<br />x 896.95
<br />x 896.31
<br />901 32
<br />TOP
<br />899.99
<br />EBIT
<br />900.67
<br />FNDIP#12251
<br />x 901
<br />x 701 47
<br />/ 901.59
<br />40
<br />0 12
<br />x 901.47
<br />901 14
<br />901.2
<br />-8qjti; 901.26
<br />902.84
<br />'902.35
<br />DECK
<br />901.60 901.27
<br />901.41
<br />DECK
<br />902.75 902.76
<br />GAR -FFE
<br />I r7
<br />Ak
<br />sZgl
<br />90.2.75
<br />02.27
<br />S89°
<br />900.85
<br />TC-EBIT
<br />901.16
<br />90 .21
<br />TC -D
<br />900.85
<br />MHSAN
<br />(1901.05 00.88
<br />•
<br />900.89
<br />900.87
<br />900.86
<br />TC-EBIT TC -D
<br />0
<br />N Claw
<br />CUM
<br />TOP
<br />898 ,J898.57
<br />898.88
<br />10 901.08 99.86 I
<br />901.04
<br />901.301
<br />901.31 900.99
<br />9.02.73
<br />902
<br />901
<br />902 82
<br />902473
<br />902.42
<br />- S89°
<br />900.72 900.73
<br />TC -D EBIT-TC
<br />900.65
<br />901.03 TC-EBIT
<br />87.34
<br />900.58
<br />•
<br />TC -D
<br />900.73
<br />El
<br />900.64 900.60
<br />EBIT-TC TC -D
<br />900.84
<br />TC -D -
<br />87.
<br />1211 900.44
<br />MHSAN
<br />901.61
<br />901.24 901.82 901,75
<br />CID
<br />„90 42
<br />901.81
<br />‘TX 901.45
<br />/
<br />00
<br />00
<br />cm -
<br />901.78
<br />ou
<br />crji-
<br />900.09 4k
<br />kr3 .F0
<br />901.83
<br />00 60
<br />S89°39'24"If 87.3
<br />BASIN
<br />TOE
<br />899.81
<br />EBIT
<br />x389°58 45" fir
<br />899 62
<br />EBIT
<br />A
<br />/
<br />CO
<br />901.65
<br />co
<br />901.44
<br />TOP
<br />SOG
<br />74
<br />901.7
<br />7
<br />01 39
<br />900.63
<br />TC -D
<br />44 90076
<br />901.7
<br />TOR
<br />th
<br />TOE
<br />896.81 x
<br />TOE
<br />278.18
<br />898.65x \
<br />NDIP1/2
<br />898.89
<br />EBIT
<br />•
<br />898.40
<br />EBIT
<br />co
<br />90
<br />TC D
<br />A
<br />A
<br />899. 3
<br />Ira
<br />97
<br />OE
<br />5
<br />8 9.08
<br />TC -D
<br />898.25
<br />EBIT
<br />8
<br />98
<br />A
<br />A
<br />A
<br />9.19
<br />TC60
<br />A
<br />SILT FENCE DETAIL
<br />1
<br />wr
<br />6"
<br />MIN.
<br />2" X 2" WOOD OR STEEL
<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.
<br />NOTES:
<br />liJ
<br />D UJ
<br />2E Op
<br />OL
<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 />111111 & SONS INC.
<br />""9" Professional Land Surveyors
<br />www egrud com 6776 Lake Drive NE, Suite 110
<br />Lino Lakes, MN 55014
<br />Tel. (651) 361-8200 Fax (651) 361-8701
<br />NOTES
<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 attorney's 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 Howe Engineering, Inc. on 3-4-15.
<br />TOWNHOME DETAILS
<br />14.0 0
<br />11.000° DECK cd
<br />0 14.0
<br />cd DECK
<br />c's811 00
<br />84.5
<br />27 67
<br />PROPOSED
<br />27.67
<br />TOWNHOME
<br />GARAGE
<br />22.50
<br />GARAGE
<br />22.50
<br />4.5 00
<br />PORCH 0.
<br />16.17 (0
<br />14.0
<br />11.0000 DECK cd
<br />Lri
<br />27.67
<br />PROPOSED
<br />SINGLE UNIT
<br />TOWNHOME
<br />co
<br />cpel
<br />0. PORCH Lg.
<br />(0 16.17
<br />GARAGE
<br />22.50
<br />A
<br />900.30
<br />MHSAN
<br />ZONING AND SETBACKS
<br />CURRENT ZONING IS R-3 PDO MEDIUM DENSITY
<br />RESIDENTIAL PLANNED DEVELOPMENT
<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 />IMPERVIOU
<br />S SURFACE
<br />CALCULATIONS
<br />AREA INSIDE 1000 FT
<br />SHORELAND DISTRICT 162,726 S.F. (3.73 AC.)
<br />AREA OUTSIDE 1000 FT
<br />SHORELAND DISTRICT 4,248 S.F. (0.10 AC.)
<br />ALLOWABLE IMPERVIOUS AREA:
<br />INSIDE SHORELAND DISTRICT (35%) 56,954 S.F.
<br />OUTSIDE SHORELAND DISTRICT (65%) 2,761 S.F.
<br />TOTAL ALLOWABLE IMPERVIOUS 59,715 S.F.
<br />EXISTING IMPERVIOUS SURFACES
<br />BUILDINGS 8,003 S.F.
<br />SIDEWALKS/STOOP 848 S.F.
<br />DRIVEWAYS 2,003 S.F.
<br />PRIVATE DRIVES 20,856 S.F.
<br />TOTAL EXISTING IMPERVIOUS 31,710 S.F.
<br />INCLUDES LOTS 12-23, BLOCK 1, TURNBERRY CROSSING
<br />PROPOSED IMPERVIOUS SURFACES
<br />TOTAL EXISTING IMPERVIOUS 31,710 S.F.
<br />PROPOSED UNITS LOTS 1-11 20,119 S.F.
<br />PROPOSED UNITS LOTS 12-15 (Sc 20-21...8,421 S.F.
<br />PROPOSED IMPERVIOUS DRIVEWAYS
<br />LOTS 20 8c 21 640 S.F.
<br />TOTAL IMPERVIOUS 60,890 S.F.
<br />PROPOSED REMOVALS (1,308) S.F.
<br />TOTAL PROPOSED IMPERVIOUS 59,582 S.F.
<br />* 100% PERVIOUS DRIVES AND SIDEWALKS REQUIRED
<br />FOR PROPOSED UNITS ON LOTS 1-15. PERVIOUS WALKS
<br />FOR LOTS 20 - 21.
<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: 3.83± ACRES *
<br />EXISTING LOTS 23 *
<br />PROPOSED LOTS 23 *
<br />DENSITY: 6.00 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 />I
<br />Date: 03/04/15
<br />License No. 41578
<br />DRAWN BY: JEN
<br />JOB NO: 15050PP
<br />DATE: 2/05/15
<br />CHECK BY: JER
<br />SCANNED
<br />•
<br />1
<br />2/09/15
<br />Revised Layout
<br />JEN
<br />2
<br />3/04/15
<br />Revised Layout
<br />JEN
<br />3
<br />NO.
<br />DATE
<br />DESCRIPTION
<br />BY
<br />SHEET 4
<br />
|