HomeMy WebLinkAbout2890 Goldenrod Way As-Built Survey X X X X X
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SERVICES TO HOUSE ARE SHOWN
ONLY FOR INFORMATIONAL
PURPOSES.
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DECK
1028GRAVEL DRIVEWAY
GRAVEL DRIVEWAYGFE: 1028.1
OVERHANG
HENNEPIN COUNTY
0 20 40
CALL BEFORE YOU DIG!
TWIN CITY AREA:
TOLL FREE:1-800-252-1166
651-454-0002
Gopher State One Call
NOTES
Site Address: 2890 Goldenrod Way, Orono, MN 553561)
Parcel Area Information: 74,473 s.f. ~ 1.71± acres2)
4)Zoning Information:
The current Zoning for the subject property is RR-1B (One Family Rural Residential) per theCity of Orono's zoning map.
Principal Structure Setbacks - Front 50 feet Side:30 feet Rear: 50 feet Wetland:25 feet (From edge of delineated wetland) Height:30 feet
Hardcover: Exempt
* A Zoning Classification Letter from the client must be provided to the surveyor. All zoning,setback information and hardcover information shown here on must be verified by all partiesinvolved in the planning and design process for this project.
We have not received the current zoning classification and building setback requirements fromthe client/city.
Utilities: Underground utilities shown hereon are by observed evidence only. We have not placed a Gopher State
One Call for this survey. There may or may not be underground utilities in the mapped area, therefore extreme
caution must be exercise before any excavation takes place on or near this site. It is the clients responsibility to
create a Gopher State One Call ticket.
5)
The wetland delineation was performed by Jacobson Environmental, PLLC . 45North Co., LLClocated the wetland flags on 9/28/2023.
WETLAND DELINEATION INFORMATION
Bearing shown hereon are based on the Hennepin
County Coordinate System (NAD83-1986). Platbearings are localized to this bearing basis.
SCALE IN FEET
I hereby certify that this survey, planor report was prepared by me or undermy direct supervision and that I am aduly licensed land surveyor under thelaws of the State of Minnesota. Datedthis 29th day of September, 2023.
___________________________________David B. PembertonMinnesota License No. 40344
ONLY THE CONTRACT CLIENT HAS
AUTHORIZATION TO DISTRIBUTE/USE THIS
HARDCOPY SURVEY OR CADD FILE IN IT'S
CURRENT FORM FOR ITS ORIGINAL INTENDED
PURPOSE. ANY SUBMITTAL OF THIS SURVEY TO
ANY 3 PARTY FOR PERMITTING OF ANY KIND
SHALL BE MADE ONLY IN THE NAME OF THE
CLIENT, OR CLIENTS REPRESENTATIVE AS
NAMED HEREON. THE MODIFICATION OF THIS
HARDCOPY SURVEY/ EXHIBIT OR CADD FILE IS
PROHIBITED WITHOUT AUTHORIZATION FROM
45 NORTH COMPANY, LLC.
PARCEL LEGAL DESCRIPTION
Lot 2, Block 1, DUMAS ORCHARDS, according to the plat thereof on file and of record inthe office of the County Recorder in and for Hennepin County, Minnesota.
which lies northerly of Line described below:
Line 1.Commencing at Right of Way Boundary Corner B8 as shown on Minnesota Department of Transportation Right of Way Plat No. 27-130 as the same is onfile and of record in the office of the County Recorder in and for said County;
thence on an azimuth of 90 degrees 48 minutes 58 seconds along the boundaryof said Plat for 81.52 feet to Right of Way Boundary Corner B9 and the point ofbeginning of the line to be described; thence on an azimuth of 94 degrees 32 minutes 40 seconds for 230.68 feet to Right of Way Boundary Corner B12 asshown on said Plat 27-130 and there terminating:
Containing 1.71 acres, more or less:
Subject to the following restrictions and reservations:
No access shall be permitted to Trunk Highway No. 12 from the lands herein conveyed.
13401 Preston Road
Minnetonka, Minnesota 55345
Tel: 612-597-0453
www.45NorthLS.com
45NorthLandSurveying@gmail.com
SHEET 1 OF 1
SEC.33 TWP.118 RNG. 23
LEGAL DISTRIBUTION
SUBMITAL/REVISION
CERTIFICATION
VICINITY MAP
CERTIFICATE
OF
SURVEY
(As-Built)
PREPARED FOR:
David O'Keefe
SITE
TITLE COMMITMENT NOTE: No title commitment or title opinion was provided as part ofthis survey. Easements dedicated on the plat are shown hereon. Other easements may existthat we are unaware of without documentation provided by the client.
6)
GROUND ELEVATION
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GATE VALVESIGN
LIGHT POLE
SANITARY MANHOLE
POWER POLE
HYDRANT
STORM MANHOLE
STORM DRAIN - SQUARE
STORM SEWER
SANITARY SEWER
COMMUNICATION UNDERGROUND
FIBER OPTIC UNDERGROUND
FENCE
WATERMAIN
ELECTRIC UNDERGROUND
CONCRETE
AC
C
COMM. PEDESTAL
TRANS TRANSFORMER
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TELEPHONE PEDESTAL
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UTILITY PEDESTAL
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ELECTRIC MANHOLE
TELEPHONE MANHOLE
UTILITY MANHOLE
ELECTRIC METER
GAS METER
H
HAND HOLE
TELEPHONE UNDERGROUND
GAS UNDERGROUND
UTILITY UNDERGROUND
LANDSCAPE LIGHT
GUY WIRE
TRAFFIC SIGNAL
CL RAILROAD TRACKS
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GAS MANHOLE
SOIL BORING
TREE CONIFEROUS
TREE DECIDUOUS
OVERHEAD UTILITY
DRAIN TILE
CTV
ELC
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TEL
UTL
OHU
DT
X X
STMH
SMH
FLARED END SECTION
SURVEY MONUMENT SET
SURVEY MONUMENT FOUND
CAST IRON MONUMENT
CONTOUR EXISTING
CONTOUR PROPOSED
BITUMINOUS
GUARD RAIL
SANITARY CLEANOUT
W
WELL
SURVEY CONTROL POINT
BUILDING SETBACK LINE
A/C UNIT
WALKOUT ELEVATION
FIRST FLOOR ELEVATION
GARAGE FLOOR ELEVATION
WOE
FFE
GFE
LOWEST OPENING ELEV.LOE
TOP OF FOUNDATION ELEV.TOF
STORM DRAIN - ROUND
CO
INVERT ELEVATION
INV=
GAS VALVE
COMM. CONNECTIONC
BSBL
972.5972.5LEGEND
CURBSTOP
W
PROPOSED ELEVATIONx(972.5)
x 972.5
TREE IDENTIFICATION NOTE: Trees shown hereon were identified with the PictureThis treeidentification application and are deemed reliable and 45 North Land Surveying LLC does notpurport to represent said information as identified by a Licensed Arborist.
7)
Original Survey dated: 09/29/23
JOB #: 23-112
Benchmark: Elevations are based on Hennepin County Control Point MICKI which has anelevation of: 1029.08 feet (NAVD88).3)
3/08/24 - Locate 13 trees
Utility services to proposed structure are shown for informational purposes only. The final
services and all data associated with them are to be designed by a Civil Engineer.
CONSTRUCTION NOTES
Proposed building elevations were provided by architect. All elevations need to be verified byarchitect and building contractor.
As-Built Note: Bituminous driveway is not installed. Site is greaded but no topsoil or finegrading completed.
5/17/24 - Proposed Conditions
1/10/25 - As-Built