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14
CERTIFICATE OF SURVEY FOR
RICHARD A. ZONA
IN THE SW 1/4 OF SEC. 25-118-23
HENNEPIN COUNTY, MINNESOTA
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/LIP
18" AK ��1//iR D/�
i
�g9,62ii,�� / /' /� t�,/q.'/ (�
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wooD
RA
PLE
(984.7) / FENCE �-• •y, �! i �� i /, xi % �'
/1011
PROPOSED % r
DRIVEWAY-
----� ! �C�
rn/, ,co c,
30' DRIVEWAY EASEMENT AS LISTED
o ....._.
��i�,�- � N_ _•• �• IN OLD REPUBLIC NATIONAL TITLE
�� �� •S� ��''%' \�/ / i / / / /,.iN°; INSURANCE COMPANY COMMITMENT
10
Qo�lop'� ; �� �. NO. ORTE722900 DATED 10-7-09
; i /' �° / � � 4. ��
_./
LOT EA i ?:, 035,
--- - _ -�'- //gy•�pp
7602 ACRES EXCLUDING ROAD°-
Z 17 \\
_ / ,J
t �1�-- 16 Pi ���\
E 7j.`Q
L_ \3
i
a
ELMr ,
PINE POWER
O /N f / 1 ' j \ POLE
\—
_ ° .,SETBACK, 8 �. �2:, r'
LINE 1,^ �� � 101101:
O
465 Spr)nj 14 t ! ► 2d-
0 50 100 200
SCALE IN FEET
PROPOSED ELEVATIONS (PER ARCHITECT)
1) MAIN FLOOR= 1030.5
2) LOWEST FLOOR = 1019.0
3) GARAGE FLOOR=1030.33
LOT AREA = 282,105+- SQ.FT.
TO THE OHW OF LYDIARD LAKE
EXCLUDING SPRING HILL ROAD
RIGHT OF WAY
DETAIL
1 "=30'
i2E,vls t,�t�
PIN &ZWftPjW. cii
Plan FWAOW:._.1
APPAQYEO
APPROVED WITH fE;VISK'!MS (see Motes)
Ca�yy) ,0 `
v7la - ■ i.irrulr.rw�- ��-irrr.��rrr
1 \ 30
1^•�� 1 i � /� i/ /�/ 10 �� 5.1. I � X Z gi -102 ;1tl' r ••�
329 , �; ^ NOTE: CUT OFF EXISTING WYE
K�0 O DRIVEWAY TO ZONA PROPERTY
� 1' / /' 8 / WOOD M
/ \ ' 104 ; • �/ / / D�l�f�+ RAN 00
CE
f #14
^ I 1 I E
s. OBER SAD / I
EXISTING % j yGIR „sA*wooD
f / 1 GARAGE
/
30 m
°
24.4 11 o j BL�P.GC8"�PPLE
tai P10WE � E
POLE r ENCH RK
BA6SY�00 6" ELM I I / WEL a:
3° � I I VBAs�wooD �I 5 �. '� ! I ?61 r �' / � (t o � /
ife/ r�"`..�
1L N 00 /
14" ELM W
51 1, \ I i i � � ` \
26"I,/� ' o
I
WOAK 10-1ELM
OAK
�
\\♦ \ \ V \\ \OAK
22"
0--i 9. . SEDT 010'x`12" ,OE BASSWOOD,, 3
o
�1�•3
OAK PR PO %^,47.7=�
............
..........
.... BAS}COD .)u -I oV LWio HOJS!
�6*11
MjpW0EV
AOLE #465 I (\
U�1JJ
fiNe�(
_
10"ELM\ \ \ AK "`� p -�+ "'1 EXISTING
_ –r HOUSE
\ ITE ��� TERRA
\ A 224 IA \ 1 I _ �Q #445
OAK \ _)LO,' �� \ �- °-• OPEN POR0
' �\ \
wru+ 2 " 30
\V1\ 1oAf;LE \ v ��A.�� V �. A\ ° v�� POOL
�2'50' —�
��,1 �\ \ CK
SETBA
A
HK WHHTE' -- \� \
0 IT
30
TE \
1QOs __
,\
\ -- — \\
DIN
,
_ G S -
L_ �/ i Er�quK
o 1 , 75
\:SE IBA_CK _f�� ___— E
'= .ter \.
ZT-
_a
WHITE" i 24"
WHITE— A
30
985---- _ — --
•
a..,� 970.9=97 \\.
1031.8)
o ).
CON UR-'
LINE (OHW)
LYDIARD
o C\4
00 N
LAKE N °
-•••..._...•••..........................489.08..__.......__._...
LEGAL DESCRIPTION OF PREMISES :
11-iot pert at e tollowing escrl e property:
T hat part of Government Lot 5, Section 25, Township 1 18 North, Range 23 West of the 5th Principal Meridian,
described as follows: Beginning at the Southeast corner of said Government Lot 5, marked by an iron post
located 67.85 feet due West of meander corner number 148 as set out and established by survey of record
in the office of the Surveyor for Hennepin County, State of Minnesota; thence West along the South line of
said Section 25 a distance of 489.08 feet; thence northerly along a line bearing North 12 degrees 42 minutes
West to the intersection of such line with the centerline of County Highway Number 6 as now laid out, traveled,
and established; thence in a northeasterly direction along the centerline of said County Highway Number 6 a
distance of 767.2 feet, more or less, to the intersection of said centerline of County Highway Number 6 with
.e easterly line of said Government Lot 5, which point is mcrked by on iron post driven into said Highway;
thence south along said easterly line of said Government Lot 5 a distance of 1262.3 feet, more or less, to
the point of beginning.
Lying westerly of the following described line:
Commencing at said above—described Southeast corner of said Government Lot 5; thence west along the South
!;:ne of said Section 25 a distance of 341.7 feet to the point of beginning of the line being described; thence
deflecting right 101 degrees 15 minutes a distance of 495.4 feet; thence deflecting left 22 degrees a distance
of 96 feet; thence deflecting right 20 degrees a distance of 58 feet; thence deflecting left 14 degrees a
distance of 92 feet; thence deflecting left 27 degrees a distance of 170 feet; thence deflecting right 32
degrees to the centerline of County Highway Number 6, and there ending.
o denotes iron marker
908.3 : denotes existing spot elevation, mean sea level datum
908.3 denotes proposed spot elevation, mean sea level datum
---917---- : denotes existing contour line, mean sea level datum
�] denotes proposed contour line, mean sea level datum
Bearings shown are based upon an assumed datum.
Proposed drainage direction
This survey shows the boundaries of the above described property, the location of two existing
buildings, topography, trees in the northeasterly half of the lot, the location of all proposed "hardcover"
the, eon, and the location of a proposed house and terraces, and any visible encroachments and easements as
listed in Old Republic National Title Insurance Company Commitment No. ORTE722900 dated October 7, 2009.
REVISIONS DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT DATE
DATE BY REMARKS WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, 11-11-09
9 G RO N S E RG & ASSOCIATES, INC.
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER SCALE
DRAWN
7-20-10 NEW PROPOSED HOUSE AND DRIVE SHOWN AND LAND SURVEYOR UNDER THE LAWS OF THE STATE OF 1 °=50' CIVIL ENGINEERS LANG SURVEYORS, LAND PLANNERS
8-24-10 NEW CULVERT, ADD'L TOPO MINNESOTA. JOB NO.
C CKED 10-007 445 N. WILLOVII DRIVE LONG LAKE, NIN 55355
O
DATE s'> MINN. LICENSE NUMBER `' SHEETS PHONE: 952-473-4141 FAX: 952-473-4435
RECEIVE
AUG 3 1 2011,7l
CITY OF ORONO
441,5 Spring l��t.
o
°11
°
SOUTH LINE OF
GOV' T LOT 5
I 6 7.8 5 DEsc.
--------
_
_
I ---•6 9.5 9 MEAS. .
_
�SE
-•-••• 147.38 ... •
341.7 ^--
COR
GOV' T LOT 5
N 89042' 18" W
MEANDER
CORNER
-•••..._...•••..........................489.08..__.......__._...
LEGAL DESCRIPTION OF PREMISES :
11-iot pert at e tollowing escrl e property:
T hat part of Government Lot 5, Section 25, Township 1 18 North, Range 23 West of the 5th Principal Meridian,
described as follows: Beginning at the Southeast corner of said Government Lot 5, marked by an iron post
located 67.85 feet due West of meander corner number 148 as set out and established by survey of record
in the office of the Surveyor for Hennepin County, State of Minnesota; thence West along the South line of
said Section 25 a distance of 489.08 feet; thence northerly along a line bearing North 12 degrees 42 minutes
West to the intersection of such line with the centerline of County Highway Number 6 as now laid out, traveled,
and established; thence in a northeasterly direction along the centerline of said County Highway Number 6 a
distance of 767.2 feet, more or less, to the intersection of said centerline of County Highway Number 6 with
.e easterly line of said Government Lot 5, which point is mcrked by on iron post driven into said Highway;
thence south along said easterly line of said Government Lot 5 a distance of 1262.3 feet, more or less, to
the point of beginning.
Lying westerly of the following described line:
Commencing at said above—described Southeast corner of said Government Lot 5; thence west along the South
!;:ne of said Section 25 a distance of 341.7 feet to the point of beginning of the line being described; thence
deflecting right 101 degrees 15 minutes a distance of 495.4 feet; thence deflecting left 22 degrees a distance
of 96 feet; thence deflecting right 20 degrees a distance of 58 feet; thence deflecting left 14 degrees a
distance of 92 feet; thence deflecting left 27 degrees a distance of 170 feet; thence deflecting right 32
degrees to the centerline of County Highway Number 6, and there ending.
o denotes iron marker
908.3 : denotes existing spot elevation, mean sea level datum
908.3 denotes proposed spot elevation, mean sea level datum
---917---- : denotes existing contour line, mean sea level datum
�] denotes proposed contour line, mean sea level datum
Bearings shown are based upon an assumed datum.
Proposed drainage direction
This survey shows the boundaries of the above described property, the location of two existing
buildings, topography, trees in the northeasterly half of the lot, the location of all proposed "hardcover"
the, eon, and the location of a proposed house and terraces, and any visible encroachments and easements as
listed in Old Republic National Title Insurance Company Commitment No. ORTE722900 dated October 7, 2009.
REVISIONS DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT DATE
DATE BY REMARKS WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, 11-11-09
9 G RO N S E RG & ASSOCIATES, INC.
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER SCALE
DRAWN
7-20-10 NEW PROPOSED HOUSE AND DRIVE SHOWN AND LAND SURVEYOR UNDER THE LAWS OF THE STATE OF 1 °=50' CIVIL ENGINEERS LANG SURVEYORS, LAND PLANNERS
8-24-10 NEW CULVERT, ADD'L TOPO MINNESOTA. JOB NO.
C CKED 10-007 445 N. WILLOVII DRIVE LONG LAKE, NIN 55355
O
DATE s'> MINN. LICENSE NUMBER `' SHEETS PHONE: 952-473-4141 FAX: 952-473-4435
RECEIVE
AUG 3 1 2011,7l
CITY OF ORONO
441,5 Spring l��t.
STORM WATER POLLUTION PREVENTION PLAN FOR
�p^ ' 5^ • • 1gg6 3i O
�1 026 � -
1s99l, ofN
RICHARD A. ZONA 90&
'ii Cfl =13 O'er
IN THE SW 114 OF SEC. 25-118-23 Pos�o1�.� g934�'%5 1ll`;
� 'QUO 9825 �/ �A� eQERRY� U) 1 I
HENNEPIN COUNTY, MINNESOTA n - - •, B '�q I I�
/ / a Pte` � 0
4" U,
o
p 99 ( A I
n 50 100
200
SCALE IN FEET
STORM WATER POLLUTION PREVENTION PLAN BEFORE AND DURING CONSTRUCTION
1. The following storm water pollution prevention measures are shown
on the plans and shall be implemented prior to construction:
* Install silt fence around the perimeter of areas to be graded as
shown on the storm water pollution plan.
* All temporary stockpiles must have silt fence around them to trap
sediment.
" Construct rock construction entrance at field entrance to site.
* Phase grading work to minimize the duration that any disturbed soil
is exposed.
* Seed and mulch must be applied within 72 hours after rough grading is
complete.
* Locate stockpiles a minimum of 50 feet from ponds and site drainage routes.
* Remove any sediment that has been tracked onto public or private streets
within hours.
* Remove any spill of fuel, oil, or other chemical immediately upon detection.
* Store construction materials in an orderly manner.
* Repair silt fences, rock construction entrances, and other erosion and
sediment controls as needed.
2. Storm Water Pollution Prevention After Construction
The contractor shall implement the following storm water pollution prevention
measures after construction:
* All distrubed areas without permanent impermeable surfaces will be
vegetated for final stabilization.
* Silt fence and other erosion and sediment control devices will be removed
after vegetation is establsshed
* Contractor shall maintain a construction activity log with dates of major
grading activities, dates grading stops and spills.
* Keep SWPPP and inspection log accessible on site.
3. Notification
* If the rock construction entrance is filled with sediment the contractor
shall either replace the entrance or add additional rock with 24 hours of
detection or notification
* If sediment from the site is observed on adjacent streets or other properties,
the contractor shall remove the sediment within 24 hours of detection or notification.
* If sediment from the site is observed on adjacent streets or other properties, the
inspector shall identify the source and discharge location of the sediment and instruct
the contractor to implement additional erosion and sediment controls at those
locations to prevent future discharges.
* If building materials, chemicals, or general refuse is being used, stored, disposed
of, or otherwise managed inappropriately, the contractor shall correct such defects
within 24 hours of detection or notification.
If the discharge has occurred on the property, the contractor shall remove the
sediments and debris within 24 hours of notification and correct the source of
such materials as directed by the inspector.
I
POWER'1 z 18
DOLE
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W. r E \\ \ \off\
DETAIL
1 "=30'
r� -S 0 I -00
app v` �/ j
G yJ I�\
9 It
c j, J N-
or / / / s> '°'� I 30
N ' o
�- /
WOOD imI
RAIL '
^W _� j - ` ' ' I / C, i / �� / j j / X1.0" / / J FENCE
bo
- ( X6,9
-96,>
_ / N /10,10/
j
9B6 '�/PROPO
DRIVEW
Z U1 r
00
I
Cai
J fl / / I _
\ �AN�' �i� j/ DRIVEWAY EASEMENT AS LISTED
^'.... ............
0IN OLD REPUBLIC NATIONAL TITLE
INSURANCE COMPANY COMMITMENT
4>-1 ;\NQS\' y '/ ' �j ` N0. ORTE722900 DATED 10-7-09
I3p� /�;,///, // ado
HxREA
CR -8 -0-AL
AC.RIES EXCLUDING i RO D / /� ` i M7TE �7 0°A >o
Al
/ 0
\ 9
63
'// �O'�
0
/l l A l� l I / ��• '-/�• �/ / Y2' �•' ELV0
PINE POWER
,a 1 \ POLE
��Y:
500' �d 1
LINE 1 q 10
0.
E x _ }fly 70Ir
Y NOTE: o
CUTOFF
/28" I O
. '� ' / i DRIVEWAY ZONA PROPERTY
/VGHi ,�� 10 10.w000 0
`
FAIL
ENCE 01)_
OVER D
GARAGE 3O WIRE /
irn
•1 24.4 o IBM / / i 96" APPLE / �•
P�I?fg�UEE , 2 / i ..-.
WER) w L ENCOFAWELP�LE O
10
0
3 \ � � I t� W� �., `� ' �� � 1031.8)
\ L-00
� ---8"-�'J 44"ELM � t � � � �I li �I � / �b0� � I p - � � /
WHITED A. WHIT
w \ OAK OIJC�
\ P , I OSED ° 3 N
i� ,0x,2 I.N pp 01
oA� sassWooDI NQS€ 47.7
1 1028. S
\ sAs 000 o ti #465 y OOD
C� ` \.\ \ \ EXIS I'NG MAIN Fi. 1+ L \
1 -�
HOUSE � � ,030 � ':I\ ` •\\ j.�
LOW. I-
\
%EIJ
MAPLE '° #465 1019.0 \+e24TT! o �R a� OEXISTING
BAssVJD\ 10` ELM`. / AEk. __ �. p 1 Q HOUSE
\ 4
-\ m
;�2,4"
� �� w � � � ��� � �R��E �--- � � (0 � #445
AK
227,
\\ \\ \ \\\ \ \ \WH
70
\\WHIYE \\ =2�, `\ '�� _ o• OPEN PORH
'w W AI 30
TE
o POOL
�A 250. - irl
SETBACK.
��P \ Hfff 24 'WH�IT<E
\\, WHITE. - - 30 -_
v A O
EXISTING
21 _ a
�=
✓ _-
DECK .. \ \ \ S*rSfEr� E -
Y
_ -`�` -
-mac--- ----- -• ----------- -
L � �- ---
\ D/N _
( L.L \ \E7t3ACk
_.-LINES �\�-_-` 20" - _.- -..-� K
WHITE WHITE
OAK
_4 X30.
_ -_--.-
-
--S-
L INE \V/E Y`-- ---- \
--975\\-\
o ; 970.9 -===
CONTOUR--
LINE (OHW)
PROPOSED ELEVATIONS (PER ARCHITECT)
LYDIARD
1) MAIN FLOOR = 1030.5
1031.$0 LOWEST FLOOR = 1019.0 3
'o
3) GARAGE FLOOR=1030.33 Oo
LAKE N
• 2 105+ SQ FT
o denotes iron marker
908.3 denotes :existing spot elevation, mean sea level datum
908.3 denotes proposed spot elevation, mean sea level datum
---917--- denotes existing contour line, mean sea level datum
denotes proposed contour line, mean sea level datum
denotes proposed silt fence
Temporary Erosion Control and Sequencing
1. Install perimeter control fencing per the standard detail plates. No more than
600 linear feet of silt fence should be continuous and collecting at one point.i
tt
Undulate the silt fence or use smles or crescents of silt fence.
2. Install a rock construction entrance per the standard detail plate. Rock pad
exits are needed where the site exits to the private drive. Rock pads should
be 3 inch rock, 6 inches deep, and 75 feet long and span the full width of the
exit. Geotextile fabric should be placed under the rock.
3. Use horizontal slope grading
4. Install erosion control around any temporary dirt stockpile areas.
5. All septic areas to be fenced off for protection. Protection to extend a
minimum of 20' outside of septic areas.
6. The contractor for the project shall inspect all erosion control BMP's after
each rainfall and repair as necessary and remove sediment from silf fences
if it reaches 1/3 capacity.
7. The contractor shall schedule his operations to minimize the amount of
disturbed area at any given time. The contractor shall limit his activities
to the grading limits as shown.
8. Remove all temporary BMP's once the site has reached final stabilization (a
uniform perennial vegetative cover with a density of 70 percent over all pervious
surface areas).
Permanent Erosion Control
1. All exposed soils on she must be stabilized with in 3 days:
a. Stabilization on slopes flatter than 4:1 consists of disc -anchored
mulch and seed; stabilization on slopes flatter than 4:1 and in areas
of concentrated flo=gs consists of erosion blankets and seed.
2. Temporary mulch and seed is needed for exposed areas which sit fallow for
3:1 or steeper in 7 days, 3:1 to 10:1 in 14 days, and flatter than 10:1 in 21
days. Also open stockpiles need to have temporary stabilization if they are to
remain inactive for more than 7 days.
DATA FILES/10.lOBS/10-000/10007A ZONA/7-19-10/10007A from 10007 drawing SWPPP 8-24-10.scj
DESIGNED 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT
REVISIONS
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION,
DATE BY REMARKS AND THAT 1 AM A DULY LICENSED PROFESSIONAL ENGINEER
7-20-10 NEW PROPOSED HOUSE AND DRIVE SHOWN DRAWN AND LAND SURVEYOR UNDER THE LAWS OF THE STATE OF
MINNESOTA.
8-24-10 NEW CULVERT, ADD'L TOPO
CHECKED
DATE e`Lw`"1-/a MINN. LICENSE NUMBER
STEEL FENCE POST (T -POST),
MINIMUM S LONG,
6' MAXIMUM SPACING.
POST NOTCHES
TO FACE AWAY
FROM FABRIC
DIRECTION OF
SURFACE FLOW
MONOFILAMENT GEOTEXTILE
FABRIC PER MNDOT TABLE
3886-1.
ATTACH FABRIC TO POST WITH
MINIMUM 3 ZIP TIES (50 LB.
TENSILE) PER POST IN TOP 8"
OF FABRIC.
LAY FABRIC IN THE TRENCH,
BACKFILL WITH NATURAL
SOIL, AND COMPACT WITH
LIGHT EQUIPMENT PRIOR TO
PLACEMENT OF THE POST S.
24" MINIMUM
POST EMBEDMENT
V
6"
NOTES:
1. SPLICING WILL BE MADE AT OPPOSING SILT FENCE POSTS BY PLACING POSTS
AND SILT FENCE NEXT TO EACH OTHER AND ROTATING 360'.
2. HEAVY DUTY SILT FENCE IS MACHINE SLICED TYPE SILT FENCE THAT IS HAND
INSTALLED IN AREAS INACCESSIBLE TO EQUIPMENT DUE TO SPACE
LIMTTATIONS, WET SOILS, STEEP SLOPES, ETC.
SILT FENCE
HEAVY DUTY
LAST REVISION:
April 2008
PLATE NO.
ERO-IC
DATE
11-11-09 GRONBERG & ASSOCIATES, INC.
SCALE
1"=50' CIVIL ENGINEERS, LAND SURVEYORS, LAND PLANNERS
JOB NO.
10-007 445 N. WILLOW DRIVE LONG LAKE, MN 55356
1EEOF PHONE: 952-473-4141 FAX: 952-473-4435
SHEETS -- _--
LOT AREA = 28 - -
TO THE OHW OF LYDIARD LAKE
EXCLUDING SPRING HILL ROAD
0
RIGHT OF WAY
N
I
0')
I
6
G)
o�
o
A
SOUTH LINE OF
^
I 67.85 DESC.
� q
GOVT LOT 5
.----69.59MEAs. -- •�_
I`
-- -
m
SE COR
_
147.38
------.----
341 V T LOT 5
7 -
Ln
MEANDER
CORNER
N 8942/ 18"
W
N
---- - -------------- 489.08 -------- -----
o denotes iron marker
908.3 denotes :existing spot elevation, mean sea level datum
908.3 denotes proposed spot elevation, mean sea level datum
---917--- denotes existing contour line, mean sea level datum
denotes proposed contour line, mean sea level datum
denotes proposed silt fence
Temporary Erosion Control and Sequencing
1. Install perimeter control fencing per the standard detail plates. No more than
600 linear feet of silt fence should be continuous and collecting at one point.i
tt
Undulate the silt fence or use smles or crescents of silt fence.
2. Install a rock construction entrance per the standard detail plate. Rock pad
exits are needed where the site exits to the private drive. Rock pads should
be 3 inch rock, 6 inches deep, and 75 feet long and span the full width of the
exit. Geotextile fabric should be placed under the rock.
3. Use horizontal slope grading
4. Install erosion control around any temporary dirt stockpile areas.
5. All septic areas to be fenced off for protection. Protection to extend a
minimum of 20' outside of septic areas.
6. The contractor for the project shall inspect all erosion control BMP's after
each rainfall and repair as necessary and remove sediment from silf fences
if it reaches 1/3 capacity.
7. The contractor shall schedule his operations to minimize the amount of
disturbed area at any given time. The contractor shall limit his activities
to the grading limits as shown.
8. Remove all temporary BMP's once the site has reached final stabilization (a
uniform perennial vegetative cover with a density of 70 percent over all pervious
surface areas).
Permanent Erosion Control
1. All exposed soils on she must be stabilized with in 3 days:
a. Stabilization on slopes flatter than 4:1 consists of disc -anchored
mulch and seed; stabilization on slopes flatter than 4:1 and in areas
of concentrated flo=gs consists of erosion blankets and seed.
2. Temporary mulch and seed is needed for exposed areas which sit fallow for
3:1 or steeper in 7 days, 3:1 to 10:1 in 14 days, and flatter than 10:1 in 21
days. Also open stockpiles need to have temporary stabilization if they are to
remain inactive for more than 7 days.
DATA FILES/10.lOBS/10-000/10007A ZONA/7-19-10/10007A from 10007 drawing SWPPP 8-24-10.scj
DESIGNED 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT
REVISIONS
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION,
DATE BY REMARKS AND THAT 1 AM A DULY LICENSED PROFESSIONAL ENGINEER
7-20-10 NEW PROPOSED HOUSE AND DRIVE SHOWN DRAWN AND LAND SURVEYOR UNDER THE LAWS OF THE STATE OF
MINNESOTA.
8-24-10 NEW CULVERT, ADD'L TOPO
CHECKED
DATE e`Lw`"1-/a MINN. LICENSE NUMBER
STEEL FENCE POST (T -POST),
MINIMUM S LONG,
6' MAXIMUM SPACING.
POST NOTCHES
TO FACE AWAY
FROM FABRIC
DIRECTION OF
SURFACE FLOW
MONOFILAMENT GEOTEXTILE
FABRIC PER MNDOT TABLE
3886-1.
ATTACH FABRIC TO POST WITH
MINIMUM 3 ZIP TIES (50 LB.
TENSILE) PER POST IN TOP 8"
OF FABRIC.
LAY FABRIC IN THE TRENCH,
BACKFILL WITH NATURAL
SOIL, AND COMPACT WITH
LIGHT EQUIPMENT PRIOR TO
PLACEMENT OF THE POST S.
24" MINIMUM
POST EMBEDMENT
V
6"
NOTES:
1. SPLICING WILL BE MADE AT OPPOSING SILT FENCE POSTS BY PLACING POSTS
AND SILT FENCE NEXT TO EACH OTHER AND ROTATING 360'.
2. HEAVY DUTY SILT FENCE IS MACHINE SLICED TYPE SILT FENCE THAT IS HAND
INSTALLED IN AREAS INACCESSIBLE TO EQUIPMENT DUE TO SPACE
LIMTTATIONS, WET SOILS, STEEP SLOPES, ETC.
SILT FENCE
HEAVY DUTY
LAST REVISION:
April 2008
PLATE NO.
ERO-IC
DATE
11-11-09 GRONBERG & ASSOCIATES, INC.
SCALE
1"=50' CIVIL ENGINEERS, LAND SURVEYORS, LAND PLANNERS
JOB NO.
10-007 445 N. WILLOW DRIVE LONG LAKE, MN 55356
1EEOF PHONE: 952-473-4141 FAX: 952-473-4435
SHEETS -- _--
CERTIFICATE OF SURVEY FOR
RICHARD A. ZONA
IN THE SW 1/4 OF SEC. 25-118-23
HENNEPIN COUNTY, MINNESOTA
PROPOSED ELEVATIONS : (PER ARCHITECT)
1) MAIN FLOOR = 1029.5
2) LOWEST FLOOR = 1018.0
3) GARAGE FLOOR = 1029.33
LOT AREA = 282,105+— SQ.FT.
TO THE OHW OF LYDIARD LAKE
EXCLUDING SPRING HILL ROAD
RIGHT OF WAY
-41111111111.
IDETAIL
1 "=30'
—50 0 50 100 150
'� Illi 1 l
'I MIN
S C A L E I N F E E T
(984.7)•.,
L_ I
r•, ' o
11 11
PROPOSED
5X5' ENTRY-.. R✓1 Z�, �9
MONUMENTS
,, r •9934
PROPOSED 18" CMP•
r
of 1 •. 8„ fLE qv 1 II II
MAPLEIc0
A2 (g9 8"rMA6 _ .G h, 4„ 0 U) I IQUjp
Z20° 0 Cr //,' / •� i N O° 0 CD
' O -• . o
/ N
6 ® 1ga191 %' �� e�,� °" ) 370 -P 'l z
1' —s
16" AK
WOOD I
RAIL
t 9
PLE % / FENCE
DRIVEWAY
PLS/ 'h/00,
/ //0000 W I
I�/ 30%/ I ( DRIVEWAY EASEMENT AS LISTED
\�w N I ____ IN OLD REPUBLIC NATIONAL TITLE
`, '.rNo/ 'INSURANCE COMPANY COMMITMENT
`y'�� ' / �" )!%%\//i%/4,1
REA
I•• NO. ORTE722900 DATED 10-7-09
�F/�/i
-�\ACR TOTAL
/ rn j j ���'y//4,�//� ACRES EXCLUDING /ROAD' �'�v1 5\ �o \ tri
+ 8„
fl 4,V
W I�,Z �o
10" /t A
PANE POWER
ELQ
Q Aj1 / N. POLE
SETBACK/�
14
8-1
Yom` NOTE: CUTOFF EXISTING WYE
3 1 / DRIVEWAY TO ZONA PROPERTY
11�HIT 0 /72„ t� ®...a
9 /rT
WOOD OD
i3a� 9 HERRY i� FRAIL
ENCE
GARAGE / / l•IR / 1 " B�sWOOFi
OVER_
24.4 30" / / / Q
�BLOACK / / / % i6 lo/
/ t ` L e"E = ENCHMAfifK: I
P6E6 ' TOP 0� WELI / U)
( ( I \# \ 76\ \ \ EPOLE � /–(<Yb30.14)
BAs , , �
9A ' \ � rH +6t / I AW, � ✓ � �
3p \ \ \ E/ / / l,. / t0
I \� - �\ \ '• / 2� \ ' toLA 1431.8) / CA
1 E�M`� / t�
#� 26" j31T' I l i O 1 /
\\ \ \ 1 \\ \ \ \\ \ \ ( W�iITF� 10' ELh9 t AK
) a \ \
\ OAK. \� o �p
\ \ \ \ \ \ \ \ 22•' , t,0�2" \ 101L�1� OSEIlk,D D. \ _
\ \ \ \ \ \ \ \W*E I 9ASswGjOD \ \ \ I * PROP u \
PREVIOUS CE\•••
HGusE µ 12
T465 E
\
W eenn I
..� ja .� POSfTION 1079 A-0 •�•••.i
� LOW. LEV. ` F
\ \ \\ \ \ \ \ \ \ E\ `.1018.0, - •.- /
X11'
so \,o� LE n�� w�4�r V.
\ POOL�� EXISTING
\\1\ \ \ \ \ \\ zw \ \ \ \ \ - HOUSE
TERRA6E- #445
IT
�" \ 101 Ni�
K
_
\ \ \ \ \ \ \ W A7E \ \ >O n_ \ o \ *O\ OPEN PORCH
\ \\\\ \ \ \\ \\\ \ \ \ \ \ o \\ \ NAUL5
C POOL
\ \ \ \ \2'5�' \\ \ \
\
\ \ \ \ WHITES O \
_
( \ ` �N SET \� —�=;� �zb 0 \\\
�� �/ Ll \ J\\\A \ \ \\ \\ \�� eq CK ��_ c?s trj
a,\ \ \ \ \ LINE _ -- — v)
y _ _ \
\ - — A
\�
s \ \ --,/ of Orono
' —Planning & Zoning P
lan R
SUR`\� \ V Site Plan Review Date:
Y )OPROVED
970 9 � =-=—;.�„��977\ ���. �� QAPPROVED WITH EVISIpNg (see notes)
LINE (OHW)
3 Staff.
LYDIARDCV
� M
O
Q n
DoO
N
LAKE
I
I
ON 00„
o I
SOUTH LINE OF I 6 7.8 5 DESC.
GOVT LOT 5
69.59...... MEAs__
o, �SE COR
147.38 341.7 --• GOV' T LOT 5
1.
N 89042' 18" W MEANDER
CORNER
.............................................489.08................................
1031.8)
,0, 3p2�
N
N
0
LEGAL DESCRIPTION OF PREMISES :
That part of the following described property:
That part of Government Lot 5, Section 25, Township 118 North, Range 23 West of the 5th Principal Meridian,
described as follows: Beginning at the Southeast corner of said Government Lot 5, marked by an iron post
located_ 67.85 feet due West of meander corner number . 148 as _set out_ and_ e.stabli_she d by. survey _of re,card._-__
in the 'office of the Surveyor for Hennepin County, State of Minnesota; thence West along the South line of
said Section 25 a dis-tarice of -489.08 feet; the -ice nor-therly dfon�g -u 1i e 5e-ariny ; Iarth 12 degrees 42 minutes
West to the intersection of such line with the centerline of County Highway Number 6 as now laid out, traveled,
and established; thence in a northeasterly direction along the centerline of said County Highway Number 6 a
distance of 767.2 feet, more or less, to the intersection of said centerline of County Highway Number 6 with
the easterly line of said Government Lot 5, which point is marked by an iron post driven into said Highway;
thence south along said easterly line of said Government Lot 5 a distance of 1262.3 feet, more or less, to
the point of beginning.
Lying westerly of the following described line:
Commencing at said above—described Southeast corner of said Government Lot 5; thence west along the South
line of said Section 25 a distance of 341.7 feet to the point of beginning of the line being described; thence
deflecting right 101 degrees 15 minutes a distance of 495.4 feet; thence deflecting left 22 degrees a distance
of 96 feet; thence deflecting right 20 degrees a distance of 58 feet; thence deflecting left 14 degrees a
distance of 92 feet; thence deflecting left 27 dearees a distance of 170 feet; thence deflecting right 32
degrees to the centerline of County Highway Number 6, and there ending.
o denotes iron marker
(908.3) : denotes existing spot elevation, mean sea level datum
910.8 denotes proposed spot elevation, mean sea level datum
---917--- : denotes existing contour line, mean sea level datum
----, -- : denotes proposed contour line, mean sea level datum
denotes drainage direction
Bearings shown are based upon an assumed datum.
This survey shows the boundaries of the above described property, the location of two existing
buildings, topography, trees in the northeasterly half of the lot, the location of all proposed "hardcover"
thereon, and the location of a proposed house and terraces, and any visible encroachments and easements as
listed in Old Republic National Title Insurance Company Commitment No. ORTE722900 dated October 7, 2009.
10-000/10007.0 ZONA/10-5-10/10007.0 10-5-10.SCJ
DATE
REVISIONS
DESIGNED I hereby
certify that this plan, specification, C report
direct -vision,
PROJECT 11
GRONBERG & ASSOCIATES, INC.
was prepared
by me, or under my supe
SCALE
SCALE
DATE
BY REMARKS
DRAWN and that
I am a duly registered Civil Engineer and Land
1 "=50'
CIVIL ENGINNERS, LAND SURVEYORS, LAND PLANNERS
7-20-10
NEW PROPOSED HOUSE AND DRIVE SHOWN
-
Surveyor
under the laws of the State of Minnesota.
Joe No
NEW CULVERT, ADD' L TOPO
10-007A
445 NORTH WILLOW DRIVE LONG LAKE, MN 55356
8-24-10
9-13-10
PROPOSED ENTRY MONUMENTS
CHECKED
Mark S.
Gronberg Minnesota License Number 12755
SHEET OF
SHEETS
952-473-4141
9-22-10
REVISED GRADES AND CORRECTED BENCHMARK
10-5-10
NEW SEPTIC SITE AND ENTRY MONUMENTS