HomeMy WebLinkAbout2016 Grading PlanEXISTING HARD COVER AREAS 935.77 -7.15
935.86
75-250' ZONE FROM O.H.W. 0-75' ZONE FROM O.H.W.
AA HOUSE 3,721 SQ. FT. KK. HOUSE 10 SQ. FT.
BB REAR DECK 146 SQ. FT. LL. DECK 940 SQ. FT. NORTH LINE OF 5OUTH 100 FEET OF LOT 1---\
CC DRIVE 5,118 SQ. FT.
MM SO. WALK 226 SQ. FT.
DD FRONT DECK 478 SQ. FT. NN NO. WALK 26 SQ. FT. '' I
EE SO. WALK 359 SQ. FT, 00 PILLAR 36 SQ. FT. ` -
11 (ASS-UMED BEARING) -
FF NO. WALK 3 21 SQ. FT. x3.53 x I 1 r , _ I _� _ _ _ g'f
TOTAL 1,238 SQ. FT. __ s33o y
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 ---
x 931.66 x 93169 x 931.78 �\
---- N90 00 00 E 247.1 3 x ---
HH PLANTER/PILLAR 98 SQ. FT. 6.8% HARD SURFACE AREA IN ZONE PART OF LOT 1 - r SF SF ...: } s33s4 �' .,
II AGGREGATE 240 SQ. FT. 3 f PRO . S LT FEN .o..S_ i
/ \ \ _ Z - _ri. 933.44 I ` 932.18 x,/
TOTAL HARD SURFACE BOTH ZONES 933.70 0+934.30 + 934.30 -F- I N
TOTAL 10,568 5Q. FT. 933.23 933.37 S.ti L -I � , H.P. 93 _� f •43 I x 931.44 7 01
31,567 SQ. FT. IN ZONE _ qo i �n\ SEWER PIPE 93.5s335s ` 933.24
O 33.5% HARD SURFACE AREA IN ZONE TOTAL 1 1, Z Pf '• 3339 933.48 99 932.55 I SSS g3f 59
806 SQ. FT. B /
C -49,721 SQ. FT. IN ZONE T
T 939.00 I x931.46 I
�O m AUTOCOURT TOW+ SF I r o
23.7% HARD SURFACE AREA IN ZONE 3 o� Goy I s3os4 N
QPM 5G r l I ® PLANTING I II
N n 5P p��� tl = AREA , x x3346 1 \ o d
N / `GOBI-------�-------� - -- ki`
-j- "'x931.75 x931.37 W`L , F --9d! 64 - - �� 93\,- z
PROPOSED HARD COVER AREAS �1 93361 834.80 RIM i 934.80 34.80 3o IDEYARD SET ; W
3 934 00 g Ix 932.83 U Uj
\ } L -_I RIM � I W 931.23 O
I
} 2( I i +934 64 . { r 11 I I I 1 Z
L-- -J I I U- `t x 931.80
75-250' ZONE FROM O.H.W. o �7 z_ a RIM I I I 1 J 931.86 N
a c9 I 934 8a t ;� t �� ( L 1 17 I x z
0-75' ZONE FROM O.H.W. �a N > 1 z WI GARAGE _± %W I I I I 1 �u?
A HOUSE 4,552 SQ. FT. ; T o o a Q -�\ - ° J6Y3% 1 i rl/ 00 ° x 'v
,{ o SEE ARCH DWG I
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
C LAKETERRACE 1,136 SQ. FT.
Q33�42 R M 934.$0 I I 1 I Q w I I 1932.631 r rte'
D MASTER TERRACE 298 SQ. FT. I N I 1 a z 1 I I I �^
'' 931.33
E. ENTRY COURT 327 SQ. FT. _.- �I a I I x 932.69
1 1 t t--'t3s.s I r --j 1 I I e d
F. ENTRY WALL 124 SQ. FT. TOTAL HARD COVER AREA: n + + -' t t HOUSE i i w -•- I I i 'It
W
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
'sem' z ` L 1 r I o
93326W TOW -3 \ 1.75 % D SEE ARCH DWGS l I 1" " '' I J
933.13 53 �- FFE 1 I 1 I 931.¢3
H. AC UNITS 24 SQ. FT TOTAL 11,821 SQ. FT. ,�_ - x ,� �--_ r +934. 1 I 1 I E932.75 ' u.l >-
721 1.14 RC _ c.S.80 Bos --- -� I 1 I Q n >
Uj
I. TOTAL 11,821 SQ. FT. LOT SIZE(TO OHW) =49, ( ) r-� _ , I ` 1
31,567 SQ. FT. IN ZONE 23.8% HARD SURFACE ON LOT sy r p ,. r , x r I Irj
o I l,11t0?0 CEI 1 , , Q G, I 932.50 93480+ I , 931.48----'�9 3.3 1 ---------
FS- 831.28 M
37.4/ HARD SURFACE AREA IN ZONE TR ► ut RIM '- ---# -- -' X7.9 -r ----N
i CO STUCT• �J /� , ('( ``...... I 8.38.3 933.01 k� r-
25% OF TOTAL = 12,430.25 2 - r : / \ ENTRY COURT/ x 932.69
PROPOSED LAKESHORE SETBACK
DISTURBANCE CALCULATIONS:
LAKESHORE SETBACK DISTURBANCE AS SHOWN
PROPOSED CUT 5.61 CU. YDS.
PROPOSED FILL 40.92 CU. YDS
PROPOSED NET 35.31 CU. YDS.
EXISTING HARD COVER AREA KEY:
I ; AA;
3304 1/ B TURNAROUND] t �� I x 932.s1� O
p
n �S2
t ",;NK301 EMOVE)
r931
' 4.00 +'
2.25
++ ' 9330L 934.80 934.70 932.50 LOT I
PLANTING .
t\
xO3O 932388 LOT 2�
933 94
AREA o x 932.43 �3
C0"o �- ` I 1 L -A x 933.08 - y- J "�J' f1 �� )C
933.00 , 834.50+ (9 L_ 9340 - +TO EDGING 932E + x t 933.18,
GRADING PLAN 93.92 z
RIOVI=D TE N f� .70 0 932.61 931.9 1,
Pr\ '` Z9 �0 i f] SLOPE '
M.E. t ;
1 938 U 932.50 \
APPROVED WITH REVISIONS �' , a Q �, ,t, �' Tos _
I � � I 2.92 ` ` T - 934.70 Z 934.00 +932.25
D
DISAPPROVED �' _ I 2 s0" Bos 932.39 x 931.72
` 1 ° uo usT LAWN / SCD x3282 k l
BY - 32.51 -G -< ED (- -3Q I'1��I Alcgi W r`�i� x 932311, 1
�' w - i� 934.70 x rn I J rn I x 1 .933.56 x c
( D) 934.7 ""`7`""`"-�,�_934.80 x 3249 932.30
4' ST
DATE z X ,REM EDi / \ '+ t -1 �I ---_ u --- !' 832.37 U),
�.� I& m ` / L I IJLANTfNG AREA P RC E L NO 11, Im LA N /SOD 0
1_-
� n � N ( -" 932.42 932.45
`-�. / x 932.20 1 N x 932.11 x
O Z d 934.50 934.50 I 33% I
� I /
x931.78_IP_-- - 934---------x9r2� l \\ 932.32x
932.30J� x 9 81 -`' 8(34.41 �
932. I U` r ( LAWN / SOD Q J G�',\\ i
pRQp't7.. "- �'L(--L_.--933------------� Jam. c�\\� sN
N jSTATi ' S/ /• _ / 931.52
932'10. 932 - i x 931.84
-.- �-EXISTING PATH r
I 93]01 �-
-- u % �� TO BE REMOVED r X
- 9322 x
1 j1
PA 7H / ,)v 931.76 x
1 '< � EXISTING _0 ! 932.15
GARDEN / EXISTING x `
(„ \ ('0 ` _ 1 931.73
Cl 1 �G C i) 1 /:, GARDEN ,~
/ �" � �✓ 932 73 � t
3p SlpfYAp "' R� �� r- EXISTING PATH 931.73 5
KK, s `' RNR OT ! ,� �S e K "� •.�. f `� '��� x s3z.12 I.__ - �� TO BE REMOVED s31.ss Is31�2 I
�- ~ - - 1HWEST OO N�� `OT / �'�\ �' - \ ^ - -
I -�00, r NOR ST GOR ' / J ` - 931.73 xw -
/ I THWE �� I w -< x x32.
z ' S� I SOU ' ^ -10 r 931.32 xL- _ ppRl
__.
L- l t I I ' �s�.-_ -
� I ( �-� I -J j I 931.75 x � rx 93264 LOT ,,.,..,
I I \ ,- T LOT 3 LOT 3`v _.
939.81 x 932.49
APPROX. LOCATION _
o <)OF WELL ----- PA RC E L N 3 -- ,
931.97 OPV ' `�?"; t_z
X 932.30
X 93208
/ � I i Q � � c.. 931.37
O I I j I I Q�, [k� (��
I I LL I I 1j� � - x 932.39 �, 93214
I L - - - - - J I -' 6�aJ� C"'7 Of Orono N77733 ,4 ' }r
° n
�-3 1
-1 -`\i i o 1 I ,--- -{ I } e Planning & Zoning Plan RWIew .3 yV 206.S7 --___
o x 3233
Ha , H , I I I R , 6.57
C C I I \ _ % (p I I X Site Plan Review Date: x 931.88
I tpB �I I ___ I �'' ` 1 x931.75
1 _ ��� .mss---- -----�OAPPROVED
ROVED
/ C \ I i 1 -� WITH FIEVISIONS (sea notes) ' , }
cc; z 1
fl DENtED ., x 93 .
933.00
OI I
Staff: -jAlllYWi c=rrrlrrr�r-
LL
I 1
1 __J
_ LEGEND:
r
1 C1 it
FOUND MONUMENT ur ur
UNDERGROUND TELEPHONE
\^\ �1 r/ I O SET 1/2"' IRON PIPE au ou OVERHEAD UTILITY
/ MARKED RLS NO. 25718
uc uc UNDERGROUND GAS
F v CABLE TV PEDESTAL
❑> >
AC AIR CONDITIONER SANITARY SEWER
1 H1 ELECTRIC METER x x FENCE
L ------J
i Fa P1 ELECTRIC PEDESTAL PROPOSED SILT FENCE
1
LIGHT POLE CURB [TYPICAL]
' E GUY WIRE_1230 -Y CONTOURS
_ PROPOSED CONTOUR
� -0- POWER POLE
GAS MANHOLE +934.30 PROPOSED SPOT ELEVATION
I O
cn GAS METER 1•�Z_%� PROPOSED DIRECTION OF DRAINAGE
OO I rc TELEPHONE PEDESTAL
�C
r^ , DENOTES EXISTING
i co SANITARY CLEANOUT HARDCOVER ELEMENT
i � O SANITARY MANHOLE `n'
I / \ DENOTES PROPOSED
HYDRANT L H HARDCOVER ELEMENT
' WATER WELL
DENOTES PROPOSED
WATER METER J TOP OF FOUNDATION
.. ,----• r1e MAIL BOX
� I X 950.0 SPOT ELEVATION
�- _•� CONIFEROUS TREE
DECIDUOUS TREE
0 20 40
%r%"
NORTH
PROPOSED ELEVATIONS:
GARAGE FLOOR
= 934.8
LOWEST FLOOR
= 932.5
MAIN FLOOR
= 936.8
FOUNDATION #1
= 934.8
FOUNDATION #2
= 934.3
FOUNDATION #3
= 935.6
ELEVATIONS BY OTHERS (SEE ARCHITECTURE AND
LANDSCAPE ARCHITECTURE PLANS FOR DETAILS.
*PROPOSED BUILDING PLAN AND INFORMATION PER
SNOW KREILICH ARCHITECTS FEB. 1, 2016.
**GRADING AND SITE PLAN INFORMATION PER TRAVIS
VAN LIERE STUDIOS MAR. 1 2016.
***CONTRACTOR TO VERIFY ALL DIMENSIONS
ELEVATIONS WITH FINAL CONSTRUCTION DOCUMENTS
BEFORE CONSTRUCTION.
LEGAL DESCRIPTION:
The land referred to is situated in the State of MN, County of
Hennepin, and is described as follows: (PER DOC. NO.
Parcel 1 : That part of Lot 2 and vacated portion of Center Avenue
described as follows: Beginning at the intersection of the
Westerly extension of the Northerly line of said Lot 2 with the
Northerly extension of the westerly line of Lot 3 thence Southerly
along said Northerly extension of said Westerly line to the
Southwest corner of said Lot 2; thence Easterly deflecting to the
left 90 degrees 46 minutes to the shore of Lake Minnetonka;
thence Northerly along said shore line to the Northerly line of
said Lot 2; thence Westerly along said Northerly line of said Lot
and the same extended to the point of beginning in
Rearrangement of Orono Point, according to the plat thereof on
file or of record in the office of the Register of Deeds in and for
said County.
(Certificate No. 656982)
Parcel 2: The South 100 feet of Lot 1; That part of Lot 10 and
that part of Center Avenue as platted but now abandoned,
described as beginning at the Southwest corner of Lot 2; thence
Northerly along the extension of the Westerly line of Lot 3 to its
intersection with the extension of the North line of the South 100
feet of Lot 1; thence East to the Northwest corner of the South
100 feet of Lot 1; thence Southerly along the Westerly line of Lots
1 and 2 to the place of beginning; lying North of the Westerly
extension of the South line of said Lot 1; all in Rearrangement of
Orono Point, according to the recorded plat thereof on file and of
record in the office of the Register of Deeds, Hennepin County,
Minnesota. (Certificate No. 656981)
Parcel 3: those parts of Lots 2 and 3, Rearrangement of Orono
Point, according to the recorded plat thereof, described as
follows: Beginning at the Northwest corner of said Lot 3; thence
southeasterly, along a line drawn at an angle of 64 degrees 33
minutes 30 seconds from the westerly line of said Lot 3, as
measured from south to east, to the shore of Lake Minnetonka;
thence northerly along said shore, to an intersection with a line
drawn from the point of beginning, at an angle of 90 degrees 46
minutes from the westerly line of said Lot 3, as measured from
the southeast to northeast; thence southwesterly, along said line
so drawn to the point of beginning.
EASEMENT NOTE:
NO TITLEWORK WAS PROVIDED FOR THE PREPARATION OF THIS
SURVEY. ADDITIONAL EASEMENTS OF WHICH WE ARE UNAWARE
MAY EXIST.
DESCRIPTION NOTES:
THE ABOVE LEGAL DESCRIPTION WAS TAKEN FROM WARRANTY
DEED DOC. NO. 3176023. IT APPEARS THAT PARCELS 1 AND 2
HAVE BEEN COMBINED UNDER CERTIFICATE OF TITLE NO.
1027352. PARCEL 3 IS LISTED AS ABSTRACT PROPERTY. IT IS
CLEAR THAT A PORTION OF PARCEL 3 DOES REMAIN IN
ABSTRACT, BUT A PORTION MAY BE COVERED BY CERTIFUCATE IF
TITLE NO. 4 7412 7. IT IS UNCLEAR IF THAT CERTIFICATE HAS BEEN
B' OUGHT UP TO DATE. PLEASE CONTACT TITLE PROFESSIONALS
AND/OR LEGAL COUNSEL FOR REVIEW OF THIS MATTER.
AREA:
PARCEL AREA = 49, 721 SQ. FT. ± / 1.14 ACRES ±
TITLE NOTES:
NO TITLEWORK WAS SUBMITTED FOR OUR REVIEW.
TITLE NOTES:
4-1
TIER 1
BENCHMARKS
BENCHMARK: STANDARD DISC SOUTHEAST CORNER
BRIDGE NO. 7258. CSAH #51 CRYSTAL BAY @ NORTH
ARM BRIDGE= 947.21
SURVEY NOTES:
1. ORIGINAL SURVEY PREPARED BY KIM A. REAUME OF
PRECISION SURVEYS.
2. UNDERGROUND UTILITIES SHOWN PER VISIBLE
FEATURES AND AS-BUILTS PLANS PROVIDED BY THE
CITY OF ORONO.
3. THERE MAY SOME UNDERGROUND UTILITIES, GAS,
ELECTRIC, ETC. NOT SHOWN OR LOCATED.
FLOOD INFORMATION:
BY GRAPHIC PLOTTING, THIS PROPERTY IS WITHIN
ZONE "X" OF FLOOD INSURANCE RATE MAP,
COMMUNITY PANEL NO. 270760306E WITH AN
EFFECTIVE DATE OF SEPTEMBER 2, 2004.
ZONING & SETBACK
*ALL ZONING AND SETBACK INFO PER TVLSTUDIOS
ZONING: RR -1 B RECEfVED
HANNAFORD
RESIDENCE
ORONO, MINNESOTA
CONTACT:
TRAVIS VAN LIERE
TVLS LANDSCAPE ARCHITECTURE
211 IST STREET NORTH #350
MINNEAPOLIS, MN 55406
PHONE: 612.760.094
EMAIL: travis@tvlstudio.com
COUNTY/CITY:
HENNEPIN
C U lJ N TY
C I TY C:> F
R C7 IV U
REVISIONS:
DATE REVISION
02-03-16 INITIAL ISSUE
02-19-16 FIELD UPDATES
03-08-16 CITY REVISIONS
03-10-16 TOTAL AREA UPDATE
04-05-16 EXISTING PATH REMOVED
CERTIFICATION:
I hereby certify that this plan was prepared by
me, or under my direct supervision, and that I am
a duly Licensed Land Surveyor under the laws of
the state of Minnesota.
C
Daniel L. Thurmes Registration umber: 25718
Date: -02-03-1 - 6
PROJECT LOCATION:
l Z z O
BRACKETTS POINT ROAD
PID#1111723320018
Suite #
6750 Stillwater Blvd. N
Stillwater, MN 55082
Phone 651.275.8965
Fax 651.275.897E
danC
cssurvey
. nel
SETBACKS: ,PP, 0, b 2016 CORNERSTONE
FRONT/STREET: 50 FEET LAND SURVEYING, INC.
SIDE: 30 FEET CIT( OF ORONO
REAR: 50 FEET
�O FILE NAME 1 SURVTVLOI
CALL BEFORE YOU DIG! N�
�Q PROJECT NO. TVL16001
One Gopher State
p O Call PROPOSED IMPROVEMENTS
TWIN CITY AREA: 651-454-0002
TOLL FREE: 1-800-252-1166 S U RV EY
17 � A rG�il��3 of- �
201(p - 06165
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