|
CERTIFICATE OF SURVEY - RESOURCE INVENTORY
<br />P%oofowm TURNBERRY CROSSING 2ND ADDITION /
<br />P%mforPI HOKANSON CONSTRUCTION.. INC. x8o9a
<br />9174 ISANTI STREET N.E. /
<br />BLAINE.. MN 55434 EBrT /
<br />ATTN: ROGER HOKANSON /
<br />/ 8S /
<br />899.3JJJ333
<br />(763) 286 - 7995 xTDE / SETIP41578 Tea04
<br />/ 100
<br />EBIT23 \ \•" 899.36 , O�'' L7 v`5�. r RESIN
<br />VICINITY MAP Li 8C 9.57 Vleo// /� �Al
<br />S ( V
<br />/ :: /� 6 OFNSI T Y
<br />PART OF SEC. 19 E 20, TWP. 31, RNG. 22 xags. 0 0�\ p,P� g g2 RE
<br />` q.soo e<.
<br />o� TC
<br />900.12 / goo. Sr- •''•..
<br />/ TOE -PILE �� ' •.
<br />•. / x eCOse\ T 898.60 898.48
<br />TC
<br />x / TOE -PILE ................... ......900.97 x �eias�. �� peR eSS q
<br />/ , • 900.51 / TOE -PILE / \ Op.22 DOC', ��9792.
<br />m ...............190.4.25 gg \
<br />TOE>P�•••., S N 9Res FNNIP
<br />� >36s ease
<br />o x 904 ab 904..... \ �Se�• C \
<br />897.85
<br />TO
<br />07
<br />_- wy Rd 900.1L•1 m 90 \ T \ \ 0 Me 89-EBI
<br />iS EBIT i / 0.........^� 8•D01 - n1 r/ TC-EBIT
<br />,d 902.09x9-
<br />1 ELM26 '•1 TOP -PILE 90
<br />_.. X.SO$,53 $../ CO � GL�
<br />za / 909.32'...., _� x 904.50 \ \ �E �898� 897.97 \/
<br />/ 900.09 / 90C115/ / xTOP-PILE 7 CDSg TC-D
<br />x TOE / x SOP gPILE / \
<br />TOE�P LE
<br />eC� x 902.88 �89�,45
<br />i 901.82' ASH14 T x 908.97900.15 89 .77
<br />TE c - TOP ._.g�M 20 899.4 x 904.8'8.. x 909.52 TOP -PILE '906.35 x T©E-PILE y0 T D
<br />902.E-8 TOP -PILE / t 89 .56
<br />3 •� - c 1 x TOP.: / ... / x 909.59 O
<br />3 g �� 9 Aqu.4M Ride treed -main ;� TOP -PILE 90206'X /
<br />/
<br />D lmer �� 901.03 / 8C9.34. / 900,07 x905.07"
<br />�n � TOE -PILE..... ../............ /
<br />u:
<br />„ Rile \� : CS ......... ..... X 905.98i x goaB8 x 899.55
<br />Creek Chomnlrc Gnl T, ASH14 / 899.30 aC 9.12 \ LrfkIIl
<br />0
<br />x 904.72 NL'
<br />EB0.16 / '••.� / C$ ../............................ .. �T0E161LE / (n Ell
<br />v _
<br />901.02 m /
<br />X 9007
<br />/ ASH10w MHSAN / V SC9.05 ... /
<br />x 900.22 .899.00 \ 859.4E a
<br />Lhcmonir: golf •TC / TOE-PILE"•899,06CS ••�. / v
<br />course
<br />X -RE' ••" TC / 898b3
<br />l 1 / �• / 898.8 ) / 1/ TO ..\-PILE (\.' TC
<br />0� 9.39 Q"�J
<br />900.98 x 9 V� 902.27� / l C�7 �•a
<br />i ASH16 x TOP 899. , N a 899.16 / 99.11
<br />c :X TOE m / tiQP / TO /
<br />\ 898.77 / ) / TC /
<br />m
<br />ASH14 I l \ °j� r� 8C9.17 898.94 (
<br />co 1 898.7 �F i 7
<br />89 .14
<br />900.3E O� •j / C TC ) Fr / _ SCs.82 SE NC-TC
<br />ANOKA COUNTY, MINNESOTA / EBIT m 898. /
<br />(NO SCALE) �90104 /�MHS/�N/� 89.62 J
<br />/ AS r O x ggg.04 TC
<br />' / m /
<br />`^ -�J •• / / r' x89 �48 /x89a.25 \
<br />/p 898.28 �
<br />/ \`// / � / x 899.39 / \ sC 8.9E / TC-EB T 098. 3 \ '
<br />901.10 /
<br />x 900.32 ASH : l \
<br />LEGEND / SC9°° 89\85
<br />x 900.99 r
<br />902.65
<br />• DENOTES IRON MONUMENT FOUND AS LABELED --' TDP: `/ �a
<br />/ x 900.9Q.• 5 / /
<br />= 898.13
<br />o DENOTES IRON MONUMENT SET, MARKED RLS# 41578 / \
<br />x8 9.14\
<br />�89�g 898.7/ � %��O GL�
<br />w
<br />❑ DENOTES CATCH BASIN / EBIT LT O / a 9r2 / /
<br />EBIT T 898.87 / x TOP \ \ /'. / m (�� \
<br />: / ti / \
<br />OO DENOTES STORM SEWER MANHOLE / m \ / ,'r ,
<br />a x \' ce�c 5
<br />Os DENOTES SANITARY SEWER MANHOLE /
<br />. m ....................�� , ......... .$98...898.84. r' x 9E_06 x SC9.39
<br />�'
<br />X 897.00 T6P
<br />� DENOTES HYDRANT :� ` DRAINAGE AND UTILITY `. \ a .47 �,
<br />y�° :` as7/21 CASEMENT COVERS"ALL ...... ........... ... ....... ..... x899P.15 x
<br />DENOTES GATE VALVE �- a�s.5s.896 \..�.. / z.
<br />' OF LOT 24, BCO=1 s50�-EXIs�Q� \ / 897.94 x
<br />X 952.36 DENOTES EXISTING SPOT ELEVATION \ / x90057 1"~ """"" 896.56X G'D$_AIN TILE xeoE.43.........."" ......... 0 60
<br />X 901.09tv
<br />m'..... TOE ._-...._._. ..... �,.895.98 "'\ 89 02 /1
<br />DENOTES SIGN a99.s3 x89�68 __
<br />--- E
<br />--__ 0
<br />/ TOP.31 TOE / - - x E
<br />TO
<br />p DENOTES TELEPHONE PEDESTAL T0E94 x ----- - -
<br />x .. 898- 5 8 7.4 ...�
<br />.............. X -
<br />89Z,B1 HI
<br />© DENOTES CABLE PEDESTAL 9°°09 / xTOP 38 gpp'21...'•"•""""• •, x898211 TOP 12 899.82 CBMH /8CSp0
<br />© DENOTES ELECTRICAL BOX EDIT �p / TOE"' "' xTOp g
<br />TOP 03x ` f / 900.27 SE IP41578
<br />\ ,
<br />`` ..............
<br />o� / x sss.os O
<br />DENOTES RETAINING WALL " TOP'9 _ 1 r� �• 0P.10 \
<br />"' DENOTES EXISTING CONTOURS / 903'.35 FOP / O 1 x' NTRANS
<br />P03.39. , n O ^ 898.42
<br />. ....... ... x 900.09 SF112 x 960.91 m �• w
<br />> DENOTES EXISTING SANITARY SEWER / �; \ / o
<br />rn m
<br />>� DENOTES EXISTING STORM SEWER 902.993 / I I 8C p8 898.81
<br />TOP< : / x 900.47 x 900.59 x TO 31 x 899. 4 900.62 x 900.68 I MHSAN
<br />903.97 IRRI�ATIOM BO❑X(n
<br />DENOTES EXISTING WATER MAIN / TOP a TOE xTOP 8999' x
<br />903.43 x 9 1.20 m I
<br />-BLDSB DENOTES BUILDING SETBACK LINE / ASH12 T E
<br />3 36 899.15
<br />8$9.5AHECONC
<br />89899.88 4 7
<br />EBITDENOTES CONCRETE SURFACE I
<br />_ _ ^
<br />- DENOTES BITUMINOUS SURFACE / :' ° / 1c CS ; Cs CS
<br />L------J : 903.10 / I ........ .... 898.8
<br /><\ c 9' PLE30 m 899. 5 TC-D
<br />DENOTES RIGHT OF ACCESS DEDICATED / : 900.33 900.02 899.83 899.70 899.72"••••...., 89991 99.60 JTC- -
<br />--,
<br />TO ANOKA COUNTY TC-D m Tc-D Tc-D _ TC-D Tc-D _ Tc-D c-D
<br />T�
<br />......_...............
<br />/ 1` / V V V sC-D1 V 1 ^
<br />/ J, ;/ x 898.•73 I 1 1 1 8 9 1 _ 60
<br />L 1 \ DITC�1-I .901.23. :
<br />/ 89 API VA TE STI2E T
<br />X
<br />MHSAN AN M g
<br />/ -4 O 901.97'. 900.4E Jo
<br />t _ O ACH14 TO •• ..
<br />J L 1 ` 889.64 9COp9 900.1D0'};�^_•^••..qT.L................. .. ........ $C-D SC9.D75 .. 8... ....... 89s.99" "........L............, SC9.D89 899.7
<br />BENCHMARK -� - °5 'Yy N�'�fL 87 34c - - S' 45"W 8�4 _ TC agg ^
<br />/ L 8 9.20 TC-D
<br />901.23
<br />` - 898.31• 900. 9 900.35 / 99.44.
<br />MNDOT GSID STATION #62913 / , <-- xDITCH:x rc- rc-D 299 4 s9912 0-� >
<br />900.30 m ECONC x g00 87 . • 899. 0
<br />MN/DOT NAME: ANOKA BM 44 ; 1-J TOP 9°D.aS s% I xsop: o� cBT
<br />ELEVATION = 906.82 (NAVD88) / ,s' / x901.41 / - x9oo Wig' x900.33 h x
<br />Li IX I
<br />x 9 .26a x 900.60 Q �. ;vJ OF
<br />o ^ 8 .34 -
<br />C901.19 x 90' 4C, p �' z p ^ i i o Q i� '< ^ 'i m T -O
<br />Z Q/ - 899.51 SETIP41578 I mm,� O o r (O p p p
<br />�i � O / \/ EDIT J JJ S00°/Ci/Ci'4/Ci"L' m �a O O
<br />Q E89043 W X o o o ^
<br />��,- % 898.25 / Of O
<br />DITCH 9'00.99 x 900.43 Z O -
<br />o
<br />900.88 O 900.27 x900.41 906.(�9 TO€ 3 SB9. 0
<br />x x iSETIP41578 NDIP12251 xgol.so / ¢J x9001 1 xTOP C x T.oi..., m
<br />899.69 l� Tpp.. ................... .. Ss8. I '•...TOP........................ I I
<br />Q TOP 901.10............................................................. x, g x TOE ......ya..X: >
<br />/ TOP x
<br />x 9oo.,a m �/ .. S89°58'45"kY 87 34 - 89°58WAf. ,, .. sgs62
<br />f�fi....
<br />l UJ 901.22 .TOE o .......,.............................. • �°8988 SOE
<br />k / Q J �' E. 2 m ..''.�/ /.... x 896.77 x 896.95 •• 898" N ..87 TOE x ..., rmm - _ A
<br />-/ / TOE x 896.68 x 896.31 tAO] U
<br />9 >>�> TO>� 896.70 >��» aoF aoT TOP : 000
<br />/ x 901.1 gp•.,� 896 57 M
<br />Q Q \ E°M112 x 9.2$ �` lbP� >>�
<br />/ 17 x 8CE.98 -EXISTING D AIR N 'TICE TOE
<br />/ t• co .rry ......................._.............................................. x 897.3 ...........................................................898.88 x18C 7 97.77
<br />J Q > x .13 J ....X 898:08..................... f JJ
<br />8.5 8
<br />Q �// 900.93 // ° ff S i E
<br />4. ' / Q TOP x .. m -
<br />'/J �� 899.47 x x�1.47 !n .'i ..••'901.10 901.08 900.99 -
<br />\ EDIT v, x900� $••., 901.09 901A2 901.61.•• ••.901.60 901.27 90L2i"..... 899,6p . 0L04 899.8E 901.31
<br />_ 00.37 a y� 901.18 901.41 0• x TOP 1
<br />--' Q / i / 900.68 OE x 901.32 m-899.97 01.2E 900.� 901.30 901.14 `J. 8 -D60 A
<br />Z L \ , x 898.64 :\ TOP 96 TOP / DECK DECK / r" DECK DECK / Q x o8.a
<br />DITCH X x '„mil ^ -
<br />ti
<br />899.08' 900.23
<br />Q _ TOP
<br />x 900.5f -%J � / 901.58 v.1 n0`�~0 901.49 ^ .. ^ .. A -
<br />Q TOP 901.68 0 ^ i r/
<br />TOP m 0^ :: O a p �J
<br />/ 0 2 CO ov �p `°
<br />%
<br />901.59
<br />c� _X
<br />Z x x 901.14x o t- 902.76 _`l xOE
<br />_
<br />900.91 x 90 .74 / ,� 902.54 902.75 902.7E 4 . �o �o ao �0 902;83 s 4 GAR-FFE GAR FFE 902 82 °
<br />869.43 / GAR-FFE G -FF o o 1 0 1 x: 5 s -
<br />k U OU OU OU -
<br />902.7E O1� °'� a'� 902.7 o
<br />m/ 902.72 902.71 902.64 A, 9tr2.73 902.6E 902.68 °� ^
<br />,5. Q t�
<br />` 5 . 90227 902.37 � 902.2 - A 42 '
<br />4
<br />5 _y • � �1
<br />m - "902.35 902.21.................902.26 21.29 - ....90224 99.90
<br />S89° 924" 87. 4 - 9°3923 S89° 9'24" 87. 4 TOCD
<br />x I.
<br />/ 901.21 1 900.85 gp1.1g 900.87 900.8E 900.72 900.73 900.64 900.60
<br />/ DITCH g00.93 TC-D 'S"Y TC-EBIT TC-EBIT - TC-D TC-D EBIT-TC 900.96 EBIT-TC TO-D r ` -
<br />x TOP W /\
<br />x 901.1 / 900.8E 900.p 3
<br />�70Tr�n
<br />/ IT OA HSA
<br />soz35 9o1.a7 MPRIVATE STREET I-t
<br />-C90044
<br />ELM40 O MHSAN:SN '
<br />Q
<br />O LLJz / L �I 900.89 - > 900.84 - > >
<br />/ 8999.62 ,EDIT.o J / i /r TC1 D6 IIIIIIIIIIII� TC-D
<br />DRAINAGE AND UTILITY 901.21 901.05 900.88 900.65 900.58 900.56 900.63
<br />/ TC-D 1 T -D TC-EBIT " 901.03 TO
<br />TC-D TC-D o „ TC-D o
<br />.9 Y EASEMENT covERs ALL ° _ N 39 24 E 87.3 _ ! p 0047. BCg. 3
<br />o U l N89 9 24 87. C m ° D:
<br />x 8990E �.qN Q Q OF LOT 24, BLOCK 1, O
<br />DISH Cp p 901 61 901.50 . 5.901.45
<br />/ x 901.57 rw` W O / r \ 901.24 901.82 5 901.75 " 5?
<br />TOP J (n x 901.78 cx
<br />x = Q 901.59 < K TC-D 901.25 / 901,,79 o �o
<br />901.53 901.92 I- -' x / L . u _ . , TC-D ` 901.81 901.81 a o 1 o o 89 .27
<br />x 901.8E 901.83 o ou oUo 1 TOP
<br />TO
<br />/ O OL z / / GAR-FFE GAR-FFE m� rn0m x9 1.74 TOP x x - ^
<br />O Q / w C 900.09 x 901.39 P10 x 98.9E
<br />O z (n / W w TOEx „ x 901.65 O M OE
<br />Qp x 900.84 `'�JU . vJ i��, ^ .. m _OJ
<br />%D EDIT
<br />6 I\ O Im '�� �/ �< <x �x O O'•.. o �x �/ �.; 8 9.p7 -
<br />10
<br />/ / 0?) o 0 899,12 ^
<br />Q.
<br />FN: T4 899:72� 901.44 x 01.37
<br />\ \ / 899.80 x 901.35 x 901.23 8 x 900. Il o 1J) TOE TOP x OP
<br />x TOP x go1.14 SO7g o DECK 900.7E DECK o 901 7 x 98.3
<br />NORTH
<br />GRAPHIC SCALE
<br />30 0 15 30 60
<br />( IN FEET )
<br />1 inch = 30 ft.
<br />TOP TOP 0 900.93 900.79 °i : x TO
<br />..i.............. P .. -TOx 900.77 -BLDSB-----BLDSB-+ --. .-. ,-•-.BLD _B_- ..... LD .�, 0.iB----•---•� =BSB \ BLDSB• •�.BLD B.. ...-•-•--•• BLDSB•••• ,° VE
<br />�9.8sN-GI! so,.27 •...' jY 8%..34.... 98.......�•..... s1 xis .. - ° ► „ as` .���� y° ^
<br />_ �r p/� ,/ 87.34..............
<br />,IT 901.27SETIP41578 6 s8go39.'24f1.........__. a ....S89 39 ,24..'.W..... 96 TOE w. 97.5
<br />xa97.99. _.._.._. x897.11 $CE' x lJ� 901j23 N89°39'29"E \�00 °E 839 .19
<br />x-FOP x896.89 \� 898:
<br />901.13 �'� TOE x 8C6.32 896.14 x x �� TOP - C TC
<br />�7 ° + : : 897.37 x 897.52
<br />4> O? : x 896.67 896.5E 896.81 \y 8�9.08 98. 60
<br />\\C1 901.04 COL
<br />901. 0''a+ Q� TOE ..__..5........................5.....x. TOE...................... xTOE_........_......................................................TOE............. \ C T -D E
<br />o aCF S1CN $sa.s2\
<br />N 898................................ x
<br />7 '•..., 900.89 901.10 ...� 999, 83 x 699..r2 S S 89-''T81P S S x 8C9� S S 1/2t
<br />x
<br />900.67
<br />•••'•'•••• FNDIP 12251 -°
<br />EBIT # S89058'45"#r 278.18 898.25 -
<br />EDIT
<br />899.62 898.99 898.89 8.40
<br />EBIT EDIT EDIT EDIT EDIT EBIT
<br />I I I I I I I I I I I I I I I I I I I
<br />A
<br />A i\ i i A
<br />ZONED: GB GENERAL 'BUSINESS
<br />EXISTING COMPREHENSIVE, LANDI USE: INDUSTRIAL
<br />120
<br />EST.1977 Professional Land Surveyors
<br />www.egrud.com 6,776 Lake Drive N E, 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 />A A I r -
<br />I /_\ I\I H-
<br />L - / \ I 11 L. _
<br />900.30
<br />89 .31 /
<br />C -FL
<br />89 .71 / L
<br />T ECONC
<br />S9 .37
<br />Y
<br />46 /
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />ZONED: R1 X SINGLE FAMILY EXECUTIVE
<br />EXISTING COMPREHENSIVE LAND USE: VACANT RURAL RESIDENTIAL
<br />r\ r- / r\ r- A r\ r\ -I- / N A I
<br />♦/ I \ I/ I L/ L- / \ L/ L/ I I I\/ I V-
<br />r\ I / A
<br />F< I Il I I l< I
<br />ZONING AND SETBACKS PROPERTY DESCRIPTION_
<br />CURRENT ZONING IS R-3 CUP PUD 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) 25 FEET (PROPOSED)
<br />PRIVATE STREET TO GARAGE DOORS 20 FEET
<br />CITY OF LINO TAKES 2030
<br />COMPREHENSIVE PLAN
<br />2006 EXISTING LAND USE:
<br />MULTI -FAMILY RESIDENTIAL
<br />FUTURE LAND USE:
<br />MEDIUM DENSITY RESIDENTIAL
<br />IMPERVIOUS SURFACE
<br />CALCULATIONS
<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 IMPERVIOUS ........ 31,710 S.F.
<br />* INCLUDES LOTS 12-23, BLOCK 1,
<br />TURNBERRY CROSSING
<br />Lots 1 through 11 and 24, Block 1,
<br />TURNBERRY CROSSING,
<br />Anoka County, Minnesota.
<br />AREA COMPUTATIONS
<br />TOTAL SITE AREA: 3.83f 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,
<br />plan
<br />or report was prepared by me or
<br />under
<br />my direct supervision and that I
<br />am
<br />a duly Registered Land Surveyor
<br />under
<br />the laws of the State of Minnesota.
<br />JA ON E. R D
<br />Date: 05/13/15 License No.
<br />41578
<br />DRAWN BY: JEN
<br />I JOB NO: 1505OPP
<br />I DATE: 02109115
<br />CHECK BY: JER
<br />ISCANNED ❑
<br />1
<br />3104115
<br />Revised Layout
<br />JEN
<br />2
<br />5113115
<br />Per City Comments
<br />JEN
<br />3
<br />NO.
<br />DATE
<br />DESCRIPTION
<br />BY
<br />SHEET 1 15050PP
<br />
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