|
IMPERVIOUS COVERAGE EXHIBIT
<br />,Wofo%o TURNBERRY CROSSING 2ND ADDITION
<br />x 80£ 899.84 To110+ I '
<br />for HOKANSON DEVELOPMENT, INC. ( ' SETIP41578 ;� ^ 60
<br />9174 I ANTI STREET N.E. ,OD a4
<br />S S / _
<br />BLAINE,, MN 55434tc
<br />.
<br />19�0&23 699.36ATTN. ROGER HOKANSON>•�' �O3'�Zy 8L9, s7
<br />I
<br />C
<br />(763) 286 - 7995 ;= :.: xB9 -9 TC 67 Ic
<br />899,23 '
<br />' 899.
<br />�.......................
<br />�O 900.12 900 -31
<br />P rS -- T S
<br />' -PILE Ip/��+` 898.a8 '
<br />899.17 _ `cT TC 897.85 89�3!
<br />_& FC T C -rL
<br />C - � 84 SO 895.07TC
<br />TC
<br />By 71
<br />I x 900-51f he -
<br />►!� S ..I-i� I -40 gOD,22, 897,92 89 .37
<br />CONC
<br />f 1pr �- r0E-PaY q FNDIPI/2 A
<br />VICINITY MAP 9001 f s;,, , y J� _ ory ;�882 698.05
<br />IEBIT f TpWn 906 Qh ` •••.''-••. 897.E7&°T '
<br />`' } EOM •,• J Hp�1 _'•.•• 00 00 , C 0
<br />9 as
<br />PART OF SEC. 19 E 20, TWP. 31, RNG. 22 „940.D9 p 9Ds 7-0 S�n9,, ply :)4,� �, Y---" B�B.AS + e�l.n7 '
<br />II �� 9CIa t 5 p `
<br />TOE �} I TOE�PILE - M r , 4 Qp�
<br />T E Wrr
<br />4 ` 1 TOP B2 902 34 ASH •: BC 458.. , 9oa.88 o-Flat /\ T -D 7
<br />+ ' 909.5: V O
<br />E1.M120 9D268 rOP-PLL S�/�(y' B9 .56 '
<br />xTOP Op-N Tp rlr7 L f G
<br />901.03 !_�T89934 `• 0[--. ' '0 fS0 ♦d99.55
<br />:ti5.5d f ,I
<br />• • ., ed t . A5014 - `C 899,. - BC9.12 �I
<br />x '
<br />E&�TiB f ..�- I x904.72 o a98,
<br />4 f r CS TOE -PILE - £B
<br />3 / 901.02
<br />(� /J �ASH1o� f 89B.71 1 :' fl
<br />TIC .901.
<br />* x900,22 .�99.00 f MHSAN I TOE-PII� -� f ..
<br />5 6« :IC S 898. I ,r 8�9.06 C 1PIL _ i I f 8C 3 1
<br />r SITE
<br />5 _ _ x g0� f 9
<br />F AW6 P 902.27 � r i
<br />0 - \ A'1i15 x TOP 899-16i 99.11
<br />e.: f
<br />�1.•+� - TQE oO 898.77 r r TC ^v '
<br />9DO.92
<br />ASH14 :• --_ 99.17 898 5�4
<br />3 f nr TO 4 m • T I f J
<br />-
<br />fCgy.t TC
<br />98.7 1
<br />- 90T36 C � r 1 J 898.6 TC882 B .14
<br />O I �� __ 5{ C-TC
<br />�9p1.04 x 899D4 1 MHSAN C 62
<br />-� 11� •• I One. x 89E,25 11 f
<br />f
<br />J % �� ff
<br />! 7OWn N�p ! ! 9 `(� 8EB-96 898.E T GLa. 3 i I
<br />901.10 11 •0//1�•.,� / 1
<br />,- L ' • 930.32 ASHtB / ' �I� - JJ o Q
<br />1 1 19 ` 1
<br />t.1 Y 899.00
<br />55
<br />x 900.99 1,3.1 "tea_ TC /
<br />942.
<br />tv b�r-n .:r' - I TOP x9D0.g '' -+ I O f O
<br />L'1
<br />1 np /� aU x I --- - •4 } q 89e. 77 .� ^iU �'t3
<br />ANOKA COUNTY MINNESOTA o p f 899.39 x W
<br />wn H rJV
<br />(NO SCALE) ' EBo 30 (� �d xea8.87 x pr rl--r 99 .65
<br />f - .8 CKC
<br />' x 97- 6 39 � '
<br />f x 897.00 898 x T !
<br />LEGEND ' B 47f
<br />' j � x897.21 `• 895.56 ���.', f �
<br />• DENOTES IRON MONUMENT FOUND AS LABELED x940s7 m TOE xTOE 896
<br />x a / DRAINAGE AND UTILITY x891 x`782 �794 6
<br />1
<br />O DENOTES IRON MONUMENT SET, MARKED RLS 41578 `' 9p10 902.31 „ f EASEMENT COVERS ALL '0E xTOE Q
<br /># TOP a9T fie OF LOT 24, BLOCK 1,
<br />895 9a "
<br />o xa sO
<br />❑ DENOTES CATCH BASIN ' I `' x o .53 - SIC14 HIVE
<br />_
<br />898 TO 97.
<br />• Yam• , 847 BB I
<br />QQ DENOTES STORM SEWER MANHOLE :� r 90009 903 02
<br />I J LBIT - - x 70 7 896 28 .9i+P1.1 898.00 ' 89B.0 p
<br />y , O :' a TDE
<br />O DENOTES SANITARY SEWER MANHOLE \ r T ` / One Story One Story. ................ f SETIP4157_ i �1
<br />DENOTES HYDRANT ' I xs9e
<br />g,Y _ �' ff Town Home ,47 Town Homex9AD.,D o 1
<br />DENOTES GATE VALVE 903.35 p 39 / o30a WV�FPnius 'I O ;
<br />A5012 - x900,91
<br />x 952-6 DENOTES EXISTING SPOT ELEVATION `►- .90oDe '� TOE �9P aol a' �,h
<br />-� DENOTES SIGN s�9s _ x9 .47 „ass. i 68 �I + s `lB Mw51
<br />90.3.97 900.59 x TO
<br />TOE x 900 62 899 pli6 • j1
<br />p DENOTES TELEPHONE PEDESTAL / 43 TOP „ 24 TOP
<br />1
<br />© DENOTES CABLE PEDESTAL903
<br />"�X12 T f
<br />® DENOTES ELECTRICAL BOX ' oil As1HY14 _ c-o coNc TC-V � �' > T A
<br />1
<br />DENOTES RETAINING WALL f _ '-
<br />�`J-
<br />1 � ry C d y14
<br />• DENOTES EXISTING CONTOURS 9031 I ^' -
<br />` 18 -
<br />898.
<br />..........
<br />I 900-02 9983 899.70 899-72......•...... ... 849.91 gc T99. 5 Tc D
<br />> DENOTES EXISTING SANITARY SEWER ' �r. TC'p3 TC-0 .-•••••.... Tc-D rc-E TC-D _ TC-0 c-a = I
<br />>> DENOTES EXISTING STORM SEWER r , ` -L` n ^ A A
<br />01 698,93
<br />DENOTES EXISTING WATER MAIN ' �l,rr f� x0,T1 901.23 1 I
<br />~ x { 899.7 MHSAN !2lVATE STRE T B SAN
<br />DENOTES BUILDING SETBACK LINE x
<br />-----BLD58- ' --� 'ram a I 902.50 -• 7 > > > >
<br />^ ` 1 � O 90t.97 900.46 '^
<br />0 DENOTES CONCRETE SURFACE .. ...... . l„
<br />C t ' 699.64 ASH1< TC- 900 'T:10 10 •' ••• • .- ..999.fi9 899.75 - 899.9 ' ' 899.6-d
<br />1 WT T�-p TSC99.p TE-D TC-0 899.83 TC-0 1C-D ;•�a 7
<br />e---_-__� T TC_D I iC -p-
<br />I I DENOTES BITUMINOUS SURFACE r~ti t �� c N c o a 20
<br />------� ' ;~d �r 901,23 e N m
<br />PIN No. 17-119-22-14-DO08 DENOTES ADJACENT PARCEL OWNER INFORMATION% xa98.3>< AS
<br />9� I 8994>;
<br />Owner- City 01 x / r �_- 0lTCH:x IN, FC0 44 TC
<br />-
<br />Address' Una55gned (PER ANOKA COUNTY TAX INFORMATION) r \e : 900. / ° ECONC _
<br />TOP
<br />f I I'
<br />DENOTES RIGHT OF ACCESS DEDICATED ' I 90os5 x901.41 sac33
<br />f _ x ov-3O x e.et
<br />TO ANOKA COUNTY e_s_ �� I f x899. i <E
<br />900-71 - - 22 3•
<br />. x
<br />>ENOTES PROPOSED REMOVALS 1 I l r ` 9D1.19 90,.4o x9z6 x9oo6o 7' a .E3a
<br />'r - 899.51 *TIP41578 q �r f _ SOG JLO.v , ,. SOG �V�.O
<br />r z `4.G "
<br />E$IT 1S8904s'1rr11' S40. 2 f
<br />r / tin f Two Story_ Two Story
<br />I i,'/ 01TCH5 x .SftIP41t) � N1]EP012251EL90150 "f ... ?tom .............. Tow p .. .-.... -- JU09 897. 3
<br />ac D 7 n Home Town Home
<br />x D°.t8 I�.P
<br />BENCHMARK i�_ ` TOP.. 1FO01
<br />P'� iDE --.- 77 TOE -
<br />899.69 d,` i�'10 29 x 898 .. ......... .. - ..... .... ' OE
<br />90 22 f 89 89688 =D8.621 NW
<br />E.G. Rud Office Control Point ' ^ ELIA12 ; ❑T f x8 .77 x89668 „8969 x896.31 TOE
<br />x AI I .2
<br />ELEV. - 888.72 �� 1 Jl Ir 901 13 ff x 901.18 : x 9.28 x E 99 x8 6. 96 TOE 1 x TOEE.70 TOE 896.49 x ToE 07' ' 89809 t1�..
<br />I \ I EL►112 I TOE x897.4 JS „890157 i 897,77 �
<br />x G x a98.13 l7 x 898-08 _ r -
<br />` J.
<br />900 93 `. f N89 039 '24 ",Fj�99 787. 34 - ! N89 039 ,24 "E 87.34
<br />L• '
<br />- 899 47 x �J01.47 W 901 •••
<br />EBtT 00x37 ! x 900 3-,., ; 901.09 801.1 901.61 901.60 901.2 9D1.2 •....: 0 „899,E • .04 901.31 gOp.
<br />90130 14 'I
<br />1
<br />1
<br />I
<br />1
<br />1
<br />' r ' 900.68 OE x 901.32 f -899 77 901.41 TCP 500.E 8 9.060
<br />TOP TOP 01.26
<br />~ . 898 64 ;: 19 '96 I I OE K1 1. ECK / DECK DECK / i k6 s8.8
<br />x
<br />I � x01TCH � - -
<br />�
<br />' r 899. or• V I
<br />O � m
<br />023C deb Existing Two Story W
<br />x900.56 9a1.68 f ' FExistingTwo St01' 901 it o �w 901,40TOP f0 y ho CV Town Home
<br />Town Home O I -
<br />I f x 901.59 901 14 Q f, O x 99.5t
<br />902.76 902.73
<br />v4.43 900 91 T x 7a 9D2-84 GAR FFE 2.7 c' ' 12-53 CAR-FFE CAR-FFE , 90R'B O
<br />' E91T J I `''� rh
<br />' f 902.72 202.71 9OZ64 �� 902 - , .. p'~ �- 902.73 86 902. 7 v, -
<br />f + � ;4 n !
<br />I Y 9[
<br />f 902.35� 9D 902.27 IU 9 902.37 ....9Q2.24 902.a� D
<br />7 i I ; 'Fig9. 9'�24' 8% 4 - _ S89' 9 `24 B7.1.64'9c !4154 901.2900-85 901,16 90p-67 900-86 90072 90073 I9006D093 TC-0 Y fC-E611 Tr-Eeit TC-D TC-D EMT-TC 900.96 rt-TC C-0
<br />{ 900.73 I
<br />. on1 ai
<br />,� r I I I I I TC I I I VI-?•i�
<br />902 3 p O I NIO MHSAN ' 'A PRIVATE STREET m arl O MHSAN
<br />902 35 + Z Li f - 901. 47 I O I 1 EI in I 900.44
<br />` OI't > > - > ) - > IQ
<br />2 W f � 900.69
<br />O Z f .'_ r 901.16 OI 9 O
<br />Evvn
<br />•O 90056
<br />? DRAINAGE AND UTILITYc w0 21 190105 9'0E8T , 901.03 %-EWI T:- TC-D yT 6 n `24i 87 - I i ! 900.D63 O
<br />y` v � f EASEMENT COVERS ALL 15� N8�• 9 24' 8? L. J /, p
<br />K� H5 a� J � / OF LOT 24. BLOCK 1, 941,6t 901.50 901,45 r
<br />1 �=w f
<br />„ 901.57 (' y .. .. 901.24 901 82 901.7� 90� 791 901.79
<br />TOP _ 941.59 f 1 TC-D 9D1.>5 S C+
<br />?nl 901.92 F x 1 , 901.81 901-81 I �1 Two Story
<br />900 x
<br />1� x 901.86 ' 201.83 �� $,ro F 1 y r�9D0 76 69 .27
<br />O >- Z I y / GAR-fFE GAII a�
<br />` FC W TOE Town Home �' 9 .e,
<br />O Z W f (Q 4. " CO 901.65 I Q
<br />d `w
<br />8996 20 i x9oo d� Existing Two Story w _ �. s.o7
<br />EBIT B I r 0
<br />100 O Town, Home �D N SOG 901.7 O o -
<br />o x I EQ9'''z
<br />' 4 q Ix
<br />r7 ^ A -�. I+ - 1.$7
<br />xg99.80x 901.14 x 401.35 x 9p1.23 8gO781 I DECK 900.76 DECK "l40
<br />t 98.'
<br />TOP I 900.93 TOP 900.79 g - - - _ Op _ - �.1•, 40E -
<br />? f, 1 Tf......... _ _
<br />x90-077-----BLDSB-----BLDS8-1, --^ ... .......--8 �B-_ ..... BLDSB- `:a''.......A..�......-r81�G58.-�. -6L0°8 x
<br />UTB6 s,C SETIP41578 ` S89.39'24"Ar 87.34 a'�e �' ag�65 S89.39'24"A' 87.34 .,,;.96 -���� �m 97.,
<br />1�16 % '•.• 897.99 N89*39'29"E x897.11 'oc x b aoL) 9 E
<br />901 t3 r'/�6 "� TOE r896.32 896.14x \�. BpP -
<br />4>•�7 1 Q� x897.37 g9g67 „895.55 FOE 896.81 . 897.52k9 \V,0 I
<br />9.01
<br />�\ •9 901.04 901 rI/ i d ��'' TOE x TOE TOE TOE \ -D
<br />baCOIg - $
<br />6-' 89S B98.a2N(^
<br />7 900 89 01.14 pp {{ x NP.83 „ 999.52 x 8 ,96 49.60 898.65x \
<br />89 T77 901.14 ?NDIP712251 -• x 80P FNDIPI /2 � \
<br />EE r II
<br />10
<br />3 �
<br />I
<br />n
<br />A
<br />9.19
<br />TC
<br />60
<br />A
<br />BI \ S89 58 45 Af 278. ha -
<br />899 99
<br />EBfi EBIT81 E8699T.62 CBT 99 M.89 40
<br />E91I ! I I I ! I I I f f ! I I I I I I I I
<br />O
<br />1D
<br />A /\ 1 1 A
<br />�-1 ♦ac ♦i i-1
<br />F A ► 1 r-
<br />I J 1 I\I F-
<br />L _ ! - 1 1 \ L _
<br />F.
<br />A
<br />900.30
<br />�_ MHSAN
<br />8S- - �- - - - -�------- ---�
<br />1 I II - i ra r- - , r. r- I • r� r� -- . ,
<br />1 1 �r ►- I I I N /1 I I I I I I I I `I I�1
<br />I I I I
<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 on 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 />NORTH
<br />- Location of 1000 foot setback line from the DNR ordinary high water line of
<br />Marshon Lake taken from Turnberry Crossing Impervious Surface Area Exhibit
<br />prepared by MFRA, doted 8-28-2012.
<br />GRAPHIC SCALE
<br />- Vacation of Drainage and Utility Easement over Lot 24 will be required_
<br />30 0 15 30 60
<br />120
<br />( IN FEET }
<br />1 inch = 30 ft.
<br />TOWNHOME DETAILS
<br />EST.19n Professional Land Surveyors
<br />www.egrudxom 6,776 Lake Drive N E, Suite 11 Q
<br />Lino Lakes, MN 55014
<br />Tel. (651) 361-8200 Fax (651) 361-8701
<br />a
<br />00414 0 p a 14.G
<br />DECK od o DECK +8
<br />$ PROPOSED ITOWNH011E
<br />vry
<br />0 7�i g GARAGE I GARAGE
<br />PORCH o
<br />16.17 22.50 2250
<br />0
<br />N 14.11 0
<br />11.00b DECK ao
<br />27.67
<br />$ PROPOSED
<br />v SINGLE UNIT
<br />TOWNHOME
<br />4 11,67 GARAGE
<br />R PORCH
<br />to 16.17
<br />ZONING AND SETBACKS
<br />CURRENT ZONING IS PUD PLANNED UNIT 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) 25 FEET
<br />PRIVATE STREET TO GARAGE DOORS 20 FEET
<br />IMPERVIOUS SURFACE
<br />CALCULATIONS
<br />AREA INSIDE 1000 FT
<br />I
<br />I
<br />I
<br />PROPERTY DESCRIPTION I
<br />Lots 1 through 15 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 16-23, BLOCK 1,
<br />TURNBERRY CROSSING
<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 (359�) ........
<br />56,954 S.F.
<br />I hereby certify that this survey, plan
<br />OUTSIDE SHORELAND DISTRICT (65%) ..
<br />2.761 S.F.
<br />or report was prepared by me or under
<br />TOTAL ALLOWABLE IMPERVIOUS ...............
<br />59,715 S.F.
<br />my direct supervision and that I am
<br />a duly Registered Land Surveyor under
<br />EXISTING IMPERVIOUS SURFACES
<br />the laws of the State of Minnesota.
<br />BUILDINGS ................................................
<br />SIDEWALKS/STOOP..................................
<br />8,003 S.F.
<br />848 S.F.
<br />PRELIMINARY
<br />DRIVEWAYS ..............................................
<br />2,003 S.F.
<br />PRIVATE DRIVES ......................................
<br />20.856 S.F.
<br />JASON E. RUD
<br />TOTAL EXISTING IMPERVIOUS ..................
<br />31,710 S.F.
<br />Date: 2/5/2015 License No. 41578
<br />INCLUDES LOTS 16-23, BLOCK 1, TURNBERRY CROSSING
<br />PROPOSED IMPERVIOUS SURFACES
<br />TOTAL EXISTING IMPERVIOUS - ................31.710
<br />S.F.
<br />PROPOSED UNITS LOTS 1-15 ..................27,435
<br />S.F.
<br />PROPOSED UNITS LOTS 20 & 21.............
<br />2.807 S.F.
<br />TOTAL IMPERVIOUS .............. ...........
<br />61,952 S.F.
<br />DRAWN BY: JEN
<br />JOB N0: 75050PP
<br />DATE: 2/05/i5
<br />PROPOSED REMOVALS .............................
<br />(2,237) S.F.
<br />CHECK BY. JER
<br />SCANNED ❑
<br />TOTAL PROPOSED IMPERVIOUS ................
<br />59,715 S.F.
<br />r
<br />2
<br />* 100% PERVIOUS DRIVES AND SIDEWALKS
<br />REQUIRED
<br />FOR PROPOSED UNITS ON LOTS 1-15,
<br />20 & 21.
<br />3
<br />NO.
<br />DATE
<br />DESCRIPTION
<br />BY
<br />15050PP
<br />
|