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EXISTING HARD COVER AREAS 935.77 -7.15
<br />935.86
<br />75-250' ZONE FROM O.H.W. 0-75' ZONE FROM O.H.W.
<br />AA HOUSE 3,721 SQ. FT. KK. HOUSE 10 SQ. FT.
<br />BB REAR DECK 146 SQ. FT. LL. DECK 940 SQ. FT. NORTH LINE OF 5OUTH 100 FEET OF LOT 1---\
<br />CC DRIVE 5,118 SQ. FT.
<br />MM SO. WALK 226 SQ. FT.
<br />DD FRONT DECK 478 SQ. FT. NN NO. WALK 26 SQ. FT. '' I
<br />EE SO. WALK 359 SQ. FT, 00 PILLAR 36 SQ. FT. ` -
<br />11 (ASS-UMED BEARING) -
<br />FF NO. WALK 3 21 SQ. FT. x3.53 x I 1 r , _ I _� _ _ _ g'f
<br />TOTAL 1,238 SQ. FT. __ s33o y
<br />GG REAR STOOP 87 SQ. FT. _18,190 SQ. FT. IN ZONE s32so - *ss%si % *-'1 s2aa-''-934.00 % ° r „ 833.3, s34.o6 }�j \ x932.52 I ---
<br />x 931.66 x 93169 x 931.78 �\
<br />---- N90 00 00 E 247.1 3 x ---
<br />HH PLANTER/PILLAR 98 SQ. FT. 6.8% HARD SURFACE AREA IN ZONE PART OF LOT 1 - r SF SF ...: } s33s4 �' .,
<br />II AGGREGATE 240 SQ. FT. 3 f PRO . S LT FEN .o..S_ i
<br />/ \ \ _ Z - _ri. 933.44 I ` 932.18 x,/
<br />TOTAL HARD SURFACE BOTH ZONES 933.70 0+934.30 + 934.30 -F- I N
<br />TOTAL 10,568 5Q. FT. 933.23 933.37 S.ti L -I � , H.P. 93 _� f •43 I x 931.44 7 01
<br />31,567 SQ. FT. IN ZONE _ qo i �n\ SEWER PIPE 93.5s335s ` 933.24
<br />O 33.5% HARD SURFACE AREA IN ZONE TOTAL 1 1, Z Pf '• 3339 933.48 99 932.55 I SSS g3f 59
<br />806 SQ. FT. B /
<br />C -49,721 SQ. FT. IN ZONE T
<br />T 939.00 I x931.46 I
<br />�O m AUTOCOURT TOW+ SF I r o
<br />23.7% HARD SURFACE AREA IN ZONE 3 o� Goy I s3os4 N
<br />QPM 5G r l I ® PLANTING I II
<br />N n 5P p��� tl = AREA , x x3346 1 \ o d
<br />N / `GOBI-------�-------� - -- ki`
<br />-j- "'x931.75 x931.37 W`L , F --9d! 64 - - �� 93\,- z
<br />PROPOSED HARD COVER AREAS �1 93361 834.80 RIM i 934.80 34.80 3o IDEYARD SET ; W
<br />3 934 00 g Ix 932.83 U Uj
<br />\ } L -_I RIM � I W 931.23 O
<br />I
<br />} 2( I i +934 64 . { r 11 I I I 1 Z
<br />L-- -J I I U- `t x 931.80
<br />75-250' ZONE FROM O.H.W. o �7 z_ a RIM I I I 1 J 931.86 N
<br />a c9 I 934 8a t ;� t �� ( L 1 17 I x z
<br />0-75' ZONE FROM O.H.W. �a N > 1 z WI GARAGE _± %W I I I I 1 �u?
<br />A HOUSE 4,552 SQ. FT. ; T o o a Q -�\ - ° J6Y3% 1 i rl/ 00 ° x 'v
<br />,{ o SEE ARCH DWG I
<br />B DRIVEWAY 5,243 SQ. FT. 0% HARD SURFACE AREA IN ZONE n 3 /< �\ +s3a.5o F _ �_A I � o i I I) a x32.13
<br />C LAKETERRACE 1,136 SQ. FT.
<br />Q33�42 R M 934.$0 I I 1 I Q w I I 1932.631 r rte'
<br />D MASTER TERRACE 298 SQ. FT. I N I 1 a z 1 I I I �^
<br />'' 931.33
<br />E. ENTRY COURT 327 SQ. FT. _.- �I a I I x 932.69
<br />1 1 t t--'t3s.s I r --j 1 I I e d
<br />F. ENTRY WALL 124 SQ. FT. TOTAL HARD COVER AREA: n + + -' t t HOUSE i i w -•- I I i 'It
<br />W
<br />G. AGGREGATE 117 SQ. FT. sF 1- 933.70 ' g34.Ob -�3 5 93x.50 a o -N 9 r I �p�N /sop I Z
<br />'sem' z ` L 1 r I o
<br />93326W TOW -3 \ 1.75 % D SEE ARCH DWGS l I 1" " '' I J
<br />933.13 53 �- FFE 1 I 1 I 931.¢3
<br />H. AC UNITS 24 SQ. FT TOTAL 11,821 SQ. FT. ,�_ - x ,� �--_ r +934. 1 I 1 I E932.75 ' u.l >-
<br />721 1.14 RC _ c.S.80 Bos --- -� I 1 I Q n >
<br />Uj
<br />I. TOTAL 11,821 SQ. FT. LOT SIZE(TO OHW) =49, ( ) r-� _ , I ` 1
<br />31,567 SQ. FT. IN ZONE 23.8% HARD SURFACE ON LOT sy r p ,. r , x r I Irj
<br />o I l,11t0?0 CEI 1 , , Q G, I 932.50 93480+ I , 931.48----'�9 3.3 1 ---------
<br />FS- 831.28 M
<br />37.4/ HARD SURFACE AREA IN ZONE TR ► ut RIM '- ---# -- -' X7.9 -r ----N
<br />i CO STUCT• �J /� , ('( ``...... I 8.38.3 933.01 k� r-
<br />25% OF TOTAL = 12,430.25 2 - r : / \ ENTRY COURT/ x 932.69
<br />PROPOSED LAKESHORE SETBACK
<br />DISTURBANCE CALCULATIONS:
<br />LAKESHORE SETBACK DISTURBANCE AS SHOWN
<br />PROPOSED CUT 5.61 CU. YDS.
<br />PROPOSED FILL 40.92 CU. YDS
<br />PROPOSED NET 35.31 CU. YDS.
<br />EXISTING HARD COVER AREA KEY:
<br />I ; AA;
<br />3304 1/ B TURNAROUND] t �� I x 932.s1� O
<br />p
<br />n �S2
<br />t ",;NK301 EMOVE)
<br />r931
<br />' 4.00 +'
<br />2.25
<br />++ ' 9330L 934.80 934.70 932.50 LOT I
<br />PLANTING .
<br />t\
<br />xO3O 932388 LOT 2�
<br />933 94
<br />AREA o x 932.43 �3
<br />C0"o �- ` I 1 L -A x 933.08 - y- J "�J' f1 �� )C
<br />933.00 , 834.50+ (9 L_ 9340 - +TO EDGING 932E + x t 933.18,
<br />GRADING PLAN 93.92 z
<br />RIOVI=D TE N f� .70 0 932.61 931.9 1,
<br />Pr\ '` Z9 �0 i f] SLOPE '
<br />M.E. t ;
<br />1 938 U 932.50 \
<br />APPROVED WITH REVISIONS �' , a Q �, ,t, �' Tos _
<br />I � � I 2.92 ` ` T - 934.70 Z 934.00 +932.25
<br />D
<br />DISAPPROVED �' _ I 2 s0" Bos 932.39 x 931.72
<br />` 1 ° uo usT LAWN / SCD x3282 k l
<br />BY - 32.51 -G -< ED (- -3Q I'1��I Alcgi W r`�i� x 932311, 1
<br />�' w - i� 934.70 x rn I J rn I x 1 .933.56 x c
<br />( D) 934.7 ""`7`""`"-�,�_934.80 x 3249 932.30
<br />4' ST
<br />DATE z X ,REM EDi / \ '+ t -1 �I ---_ u --- !' 832.37 U),
<br />�.� I& m ` / L I IJLANTfNG AREA P RC E L NO 11, Im LA N /SOD 0
<br />1_-
<br />� n � N ( -" 932.42 932.45
<br />`-�. / x 932.20 1 N x 932.11 x
<br />O Z d 934.50 934.50 I 33% I
<br />� I /
<br />x931.78_IP_-- - 934---------x9r2� l \\ 932.32x
<br />932.30J� x 9 81 -`' 8(34.41 �
<br />932. I U` r ( LAWN / SOD Q J G�',\\ i
<br />pRQp't7.. "- �'L(--L_.--933------------� Jam. c�\\� sN
<br />N jSTATi ' S/ /• _ / 931.52
<br />932'10. 932 - i x 931.84
<br />-.- �-EXISTING PATH r
<br />I 93]01 �-
<br />-- u % �� TO BE REMOVED r X
<br />- 9322 x
<br />1 j1
<br />PA 7H / ,)v 931.76 x
<br />1 '< � EXISTING _0 ! 932.15
<br />GARDEN / EXISTING x `
<br />(„ \ ('0 ` _ 1 931.73
<br />Cl 1 �G C i) 1 /:, GARDEN ,~
<br />/ �" � �✓ 932 73 � t
<br />3p SlpfYAp "' R� �� r- EXISTING PATH 931.73 5
<br />KK, s `' RNR OT ! ,� �S e K "� •.�. f `� '��� x s3z.12 I.__ - �� TO BE REMOVED s31.ss Is31�2 I
<br />�- ~ - - 1HWEST OO N�� `OT / �'�\ �' - \ ^ - -
<br />I -�00, r NOR ST GOR ' / J ` - 931.73 xw -
<br />/ I THWE �� I w -< x x32.
<br />z ' S� I SOU ' ^ -10 r 931.32 xL- _ ppRl
<br />__.
<br />L- l t I I ' �s�.-_ -
<br />� I ( �-� I -J j I 931.75 x � rx 93264 LOT ,,.,..,
<br />I I \ ,- T LOT 3 LOT 3`v _.
<br />939.81 x 932.49
<br />APPROX. LOCATION _
<br />o <)OF WELL ----- PA RC E L N 3 -- ,
<br />931.97 OPV ' `�?"; t_z
<br />X 932.30
<br />X 93208
<br />/ � I i Q � � c.. 931.37
<br />O I I j I I Q�, [k� (��
<br />I I LL I I 1j� � - x 932.39 �, 93214
<br />I L - - - - - J I -' 6�aJ� C"'7 Of Orono N77733 ,4 ' }r
<br />° n
<br />�-3 1
<br />-1 -`\i i o 1 I ,--- -{ I } e Planning & Zoning Plan RWIew .3 yV 206.S7 --___
<br />o x 3233
<br />Ha , H , I I I R , 6.57
<br />C C I I \ _ % (p I I X Site Plan Review Date: x 931.88
<br />I tpB �I I ___ I �'' ` 1 x931.75
<br />1 _ ��� .mss---- -----�OAPPROVED
<br />ROVED
<br />/ C \ I i 1 -� WITH FIEVISIONS (sea notes) ' , }
<br />cc; z 1
<br />fl DENtED ., x 93 .
<br />933.00
<br />OI I
<br />Staff: -jAlllYWi c=rrrlrrr�r-
<br />LL
<br />I 1
<br />1 __J
<br />_ LEGEND:
<br />r
<br />1 C1 it
<br />FOUND MONUMENT ur ur
<br />UNDERGROUND TELEPHONE
<br />\^\ �1 r/ I O SET 1/2"' IRON PIPE au ou OVERHEAD UTILITY
<br />/ MARKED RLS NO. 25718
<br />uc uc UNDERGROUND GAS
<br />F v CABLE TV PEDESTAL
<br />❑> >
<br />AC AIR CONDITIONER SANITARY SEWER
<br />1 H1 ELECTRIC METER x x FENCE
<br />L ------J
<br />i Fa P1 ELECTRIC PEDESTAL PROPOSED SILT FENCE
<br />1
<br />LIGHT POLE CURB [TYPICAL]
<br />' E GUY WIRE_1230 -Y CONTOURS
<br />_ PROPOSED CONTOUR
<br />� -0- POWER POLE
<br />GAS MANHOLE +934.30 PROPOSED SPOT ELEVATION
<br />I O
<br />cn GAS METER 1•�Z_%� PROPOSED DIRECTION OF DRAINAGE
<br />OO I rc TELEPHONE PEDESTAL
<br />�C
<br />r^ , DENOTES EXISTING
<br />i co SANITARY CLEANOUT HARDCOVER ELEMENT
<br />i � O SANITARY MANHOLE `n'
<br />I / \ DENOTES PROPOSED
<br />HYDRANT L H HARDCOVER ELEMENT
<br />' WATER WELL
<br />DENOTES PROPOSED
<br />WATER METER J TOP OF FOUNDATION
<br />.. ,----• r1e MAIL BOX
<br />� I X 950.0 SPOT ELEVATION
<br />�- _•� CONIFEROUS TREE
<br />DECIDUOUS TREE
<br />0 20 40
<br />%r%"
<br />NORTH
<br />PROPOSED ELEVATIONS:
<br />GARAGE FLOOR
<br />= 934.8
<br />LOWEST FLOOR
<br />= 932.5
<br />MAIN FLOOR
<br />= 936.8
<br />FOUNDATION #1
<br />= 934.8
<br />FOUNDATION #2
<br />= 934.3
<br />FOUNDATION #3
<br />= 935.6
<br />ELEVATIONS BY OTHERS (SEE ARCHITECTURE AND
<br />LANDSCAPE ARCHITECTURE PLANS FOR DETAILS.
<br />*PROPOSED BUILDING PLAN AND INFORMATION PER
<br />SNOW KREILICH ARCHITECTS FEB. 1, 2016.
<br />**GRADING AND SITE PLAN INFORMATION PER TRAVIS
<br />VAN LIERE STUDIOS MAR. 1 2016.
<br />***CONTRACTOR TO VERIFY ALL DIMENSIONS
<br />ELEVATIONS WITH FINAL CONSTRUCTION DOCUMENTS
<br />BEFORE CONSTRUCTION.
<br />LEGAL DESCRIPTION:
<br />The land referred to is situated in the State of MN, County of
<br />Hennepin, and is described as follows: (PER DOC. NO.
<br />Parcel 1 : That part of Lot 2 and vacated portion of Center Avenue
<br />described as follows: Beginning at the intersection of the
<br />Westerly extension of the Northerly line of said Lot 2 with the
<br />Northerly extension of the westerly line of Lot 3 thence Southerly
<br />along said Northerly extension of said Westerly line to the
<br />Southwest corner of said Lot 2; thence Easterly deflecting to the
<br />left 90 degrees 46 minutes to the shore of Lake Minnetonka;
<br />thence Northerly along said shore line to the Northerly line of
<br />said Lot 2; thence Westerly along said Northerly line of said Lot
<br />and the same extended to the point of beginning in
<br />Rearrangement of Orono Point, according to the plat thereof on
<br />file or of record in the office of the Register of Deeds in and for
<br />said County.
<br />(Certificate No. 656982)
<br />Parcel 2: The South 100 feet of Lot 1; That part of Lot 10 and
<br />that part of Center Avenue as platted but now abandoned,
<br />described as beginning at the Southwest corner of Lot 2; thence
<br />Northerly along the extension of the Westerly line of Lot 3 to its
<br />intersection with the extension of the North line of the South 100
<br />feet of Lot 1; thence East to the Northwest corner of the South
<br />100 feet of Lot 1; thence Southerly along the Westerly line of Lots
<br />1 and 2 to the place of beginning; lying North of the Westerly
<br />extension of the South line of said Lot 1; all in Rearrangement of
<br />Orono Point, according to the recorded plat thereof on file and of
<br />record in the office of the Register of Deeds, Hennepin County,
<br />Minnesota. (Certificate No. 656981)
<br />Parcel 3: those parts of Lots 2 and 3, Rearrangement of Orono
<br />Point, according to the recorded plat thereof, described as
<br />follows: Beginning at the Northwest corner of said Lot 3; thence
<br />southeasterly, along a line drawn at an angle of 64 degrees 33
<br />minutes 30 seconds from the westerly line of said Lot 3, as
<br />measured from south to east, to the shore of Lake Minnetonka;
<br />thence northerly along said shore, to an intersection with a line
<br />drawn from the point of beginning, at an angle of 90 degrees 46
<br />minutes from the westerly line of said Lot 3, as measured from
<br />the southeast to northeast; thence southwesterly, along said line
<br />so drawn to the point of beginning.
<br />EASEMENT NOTE:
<br />NO TITLEWORK WAS PROVIDED FOR THE PREPARATION OF THIS
<br />SURVEY. ADDITIONAL EASEMENTS OF WHICH WE ARE UNAWARE
<br />MAY EXIST.
<br />DESCRIPTION NOTES:
<br />THE ABOVE LEGAL DESCRIPTION WAS TAKEN FROM WARRANTY
<br />DEED DOC. NO. 3176023. IT APPEARS THAT PARCELS 1 AND 2
<br />HAVE BEEN COMBINED UNDER CERTIFICATE OF TITLE NO.
<br />1027352. PARCEL 3 IS LISTED AS ABSTRACT PROPERTY. IT IS
<br />CLEAR THAT A PORTION OF PARCEL 3 DOES REMAIN IN
<br />ABSTRACT, BUT A PORTION MAY BE COVERED BY CERTIFUCATE IF
<br />TITLE NO. 4 7412 7. IT IS UNCLEAR IF THAT CERTIFICATE HAS BEEN
<br />B' OUGHT UP TO DATE. PLEASE CONTACT TITLE PROFESSIONALS
<br />AND/OR LEGAL COUNSEL FOR REVIEW OF THIS MATTER.
<br />AREA:
<br />PARCEL AREA = 49, 721 SQ. FT. ± / 1.14 ACRES ±
<br />TITLE NOTES:
<br />NO TITLEWORK WAS SUBMITTED FOR OUR REVIEW.
<br />TITLE NOTES:
<br />4-1
<br />TIER 1
<br />BENCHMARKS
<br />BENCHMARK: STANDARD DISC SOUTHEAST CORNER
<br />BRIDGE NO. 7258. CSAH #51 CRYSTAL BAY @ NORTH
<br />ARM BRIDGE= 947.21
<br />SURVEY NOTES:
<br />1. ORIGINAL SURVEY PREPARED BY KIM A. REAUME OF
<br />PRECISION SURVEYS.
<br />2. UNDERGROUND UTILITIES SHOWN PER VISIBLE
<br />FEATURES AND AS-BUILTS PLANS PROVIDED BY THE
<br />CITY OF ORONO.
<br />3. THERE MAY SOME UNDERGROUND UTILITIES, GAS,
<br />ELECTRIC, ETC. NOT SHOWN OR LOCATED.
<br />FLOOD INFORMATION:
<br />BY GRAPHIC PLOTTING, THIS PROPERTY IS WITHIN
<br />ZONE "X" OF FLOOD INSURANCE RATE MAP,
<br />COMMUNITY PANEL NO. 270760306E WITH AN
<br />EFFECTIVE DATE OF SEPTEMBER 2, 2004.
<br />ZONING & SETBACK
<br />*ALL ZONING AND SETBACK INFO PER TVLSTUDIOS
<br />ZONING: RR -1 B RECEfVED
<br />HANNAFORD
<br />RESIDENCE
<br />ORONO, MINNESOTA
<br />CONTACT:
<br />TRAVIS VAN LIERE
<br />TVLS LANDSCAPE ARCHITECTURE
<br />211 IST STREET NORTH #350
<br />MINNEAPOLIS, MN 55406
<br />PHONE: 612.760.094
<br />EMAIL: travis@tvlstudio.com
<br />COUNTY/CITY:
<br />HENNEPIN
<br />C U lJ N TY
<br />C I TY C:> F
<br />R C7 IV U
<br />REVISIONS:
<br />DATE REVISION
<br />02-03-16 INITIAL ISSUE
<br />02-19-16 FIELD UPDATES
<br />03-08-16 CITY REVISIONS
<br />03-10-16 TOTAL AREA UPDATE
<br />04-05-16 EXISTING PATH REMOVED
<br />CERTIFICATION:
<br />I hereby certify that this plan was prepared by
<br />me, or under my direct supervision, and that I am
<br />a duly Licensed Land Surveyor under the laws of
<br />the state of Minnesota.
<br />C
<br />Daniel L. Thurmes Registration umber: 25718
<br />Date: -02-03-1 - 6
<br />PROJECT LOCATION:
<br />l Z z O
<br />BRACKETTS POINT ROAD
<br />PID#1111723320018
<br />Suite #
<br />6750 Stillwater Blvd. N
<br />Stillwater, MN 55082
<br />Phone 651.275.8965
<br />Fax 651.275.897E
<br />danC
<br />cssurvey
<br />. nel
<br />SETBACKS: ,PP, 0, b 2016 CORNERSTONE
<br />FRONT/STREET: 50 FEET LAND SURVEYING, INC.
<br />SIDE: 30 FEET CIT( OF ORONO
<br />REAR: 50 FEET
<br />�O FILE NAME 1 SURVTVLOI
<br />CALL BEFORE YOU DIG! N�
<br />�Q PROJECT NO. TVL16001
<br />One Gopher State
<br />p O Call PROPOSED IMPROVEMENTS
<br />TWIN CITY AREA: 651-454-0002
<br />TOLL FREE: 1-800-252-1166 S U RV EY
<br />17 � A rG�il��3 of- �
<br />201(p - 06165
<br />Ww s;nnU r-amityi
<br />
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