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HomeMy WebLinkAbout2017 In-Ground Pool�Q GFE= 954.9 954 � 5ND 1P 3/4° 1 y L. ,, 1 1 L- /L - -S-89029'37"E 224.00 MAP 18" 956.4 / 0 OAK 24" FND IP 3/4 J 952.5 949.0 MAP II"�� DRAINAGE & UTILITY EASEMENT 956.6 0 h -3- PER MAPLEGATE INLET `� EVR 8 0 950.4 J ----I --- ----- ----------------------- -- -- MAP_& ---- �o. MAP 24 / : ' ` t 4/ 950.6 1 F 95&. 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LER 19408 1 T . 941.6 1 1P 0 DESCRIPTION OF PROPERTY SURVEYED Lot 2, Block 2, MAPLEGATE INLET Together with an exclusive easement for dockage purposes over the premises hereinafter described as "Tract A" except that portion thereof, lying with "Tract B" and a non-exclusive easement for access to and from said dockage easement to Linden Avenue over the premises hereinafter described as "Tract B'; (said easements are 1000 feet southwest of subject property) "Tract A" is described as follows: All tht part of Lot 31, Coffee's Addition to Shadywood, commencing at a point on the East line of said Lot 31, distant 12 feet forth of the Southeast corner thereof; thence Northwesterly at an angle of 73 degrees from said East line, 46 feet to the point of beginning of the easement being described; thence continuing along said Northwesterly line 20 feet; thence deflecting 90 degrees right, 40 feet; thence Southwesterly to the point of beginning. "Tract B" is described as follows: All that part of Lot 31, Coffee's Addition to Shadywood, lying within 2 feet of the following described centerline: Commencing at the Northeast corner of Lot 3, Block 1, Maplegate Inlet; thence Southerly along the Easterly line of said Lot 3. a distance of 43.86 feet to a point of curve; thence along the Southerly extension of last -said line 89 feet to the point of beginning of the line being described; thence deflecting left, 68 degrees, 30 minutes to the East line of said Lot 31 and there ending, as shown in Deed Doc. No. 722645. 1. Site Address: 1729 Fagerness Point Road, Orono, MN 55391 2. Flood Zone Information: This property appears to lie in Zone X (Areas outside the 1 -percent annual chance floodplain, areas of 1 % annual chance sheet flow flooding where average depths are less than 1 foot, areas of I% annual chance stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from the 1 % annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones) per Flood Insurance Rate Map, Community Panel No. 27053C0303E, effective date of September 2nd, 2004. 3. Parcel Area Information: Gross Area: 40,791 s.£ •- 0.93 Sq Ft acres 4. Site Elevation: Elevations are based on MN/DOT Geodetic Station Name: ELWELL MNDT which has an elevation of: 980.36 feet (NAVD88). 5. Zoning Information: The current Zoning for the subject property is LR -1C (One Family Lakeshore Residential) per the City of Orono's zoning map dated March 2011. The setback, height, and floor space area restrictions for said zoning designation were obtained from the City of Orono found on their web site on the date of December 22nd, 2015 and are as follows: Principal Structure Setbacks Front: 30 feet Side: 10 feet Rear: 30 feet Height: 30 feet Hardcover: 30 percent of lot area (Tier 2 Stormwater Quality Overlay District Map) Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. 6. Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering the subject property we are unaware. Please note that 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. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. Existing Elevations Garage Floor Elevation = 952.0 First Floor Elevation = 954.8 Proposed Elevations Asbuilt Elevations Proposed Garage I Floor Elevation ; = 952.4 Asbuilt Garage 1 Floor Elevation = 952.2 Proposed Garage 2 Floor Elevation = 948.2 Asbuilt Garage 2 Floor Elevation = 947.5 Proposed Top of Foundation Elevation = 953.8 Asbuilt Top of Foundation Elevation = 953.2 Proposed First Floor Elevation = 954.2 Asbuilt Basement Floor Elevation = 943.1 Proposed Basement Floor Elevation = 943.5 Offset Irons (elevations are to the top of pipe) OS #1= 952.67 OS #5= 949.77 OS #2= 952.64 OS #6= 944.84 OS #3= 951.63 OS #7= 947.41 US O5 #8= X47:75 _ CD CD s..... C, ` o �`� 11y� 6 NCA A- h LO d 1 w �'t ilJ%'� P1. tw .a I � N I � a T 1 0 ;SITE Ip - p � I Z I � I DESCRIPTION OF PROPERTY SURVEYED Lot 2, Block 2, MAPLEGATE INLET Together with an exclusive easement for dockage purposes over the premises hereinafter described as "Tract A" except that portion thereof, lying with "Tract B" and a non-exclusive easement for access to and from said dockage easement to Linden Avenue over the premises hereinafter described as "Tract B'; (said easements are 1000 feet southwest of subject property) "Tract A" is described as follows: All tht part of Lot 31, Coffee's Addition to Shadywood, commencing at a point on the East line of said Lot 31, distant 12 feet forth of the Southeast corner thereof; thence Northwesterly at an angle of 73 degrees from said East line, 46 feet to the point of beginning of the easement being described; thence continuing along said Northwesterly line 20 feet; thence deflecting 90 degrees right, 40 feet; thence Southwesterly to the point of beginning. "Tract B" is described as follows: All that part of Lot 31, Coffee's Addition to Shadywood, lying within 2 feet of the following described centerline: Commencing at the Northeast corner of Lot 3, Block 1, Maplegate Inlet; thence Southerly along the Easterly line of said Lot 3. a distance of 43.86 feet to a point of curve; thence along the Southerly extension of last -said line 89 feet to the point of beginning of the line being described; thence deflecting left, 68 degrees, 30 minutes to the East line of said Lot 31 and there ending, as shown in Deed Doc. No. 722645. 1. Site Address: 1729 Fagerness Point Road, Orono, MN 55391 2. Flood Zone Information: This property appears to lie in Zone X (Areas outside the 1 -percent annual chance floodplain, areas of 1 % annual chance sheet flow flooding where average depths are less than 1 foot, areas of I% annual chance stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from the 1 % annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones) per Flood Insurance Rate Map, Community Panel No. 27053C0303E, effective date of September 2nd, 2004. 3. Parcel Area Information: Gross Area: 40,791 s.£ •- 0.93 Sq Ft acres 4. Site Elevation: Elevations are based on MN/DOT Geodetic Station Name: ELWELL MNDT which has an elevation of: 980.36 feet (NAVD88). 5. Zoning Information: The current Zoning for the subject property is LR -1C (One Family Lakeshore Residential) per the City of Orono's zoning map dated March 2011. The setback, height, and floor space area restrictions for said zoning designation were obtained from the City of Orono found on their web site on the date of December 22nd, 2015 and are as follows: Principal Structure Setbacks Front: 30 feet Side: 10 feet Rear: 30 feet Height: 30 feet Hardcover: 30 percent of lot area (Tier 2 Stormwater Quality Overlay District Map) Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. 6. Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering the subject property we are unaware. Please note that 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. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. Existing Elevations Garage Floor Elevation = 952.0 First Floor Elevation = 954.8 Proposed Elevations Asbuilt Elevations Proposed Garage I Floor Elevation ; = 952.4 Asbuilt Garage 1 Floor Elevation = 952.2 Proposed Garage 2 Floor Elevation = 948.2 Asbuilt Garage 2 Floor Elevation = 947.5 Proposed Top of Foundation Elevation = 953.8 Asbuilt Top of Foundation Elevation = 953.2 Proposed First Floor Elevation = 954.2 Asbuilt Basement Floor Elevation = 943.1 Proposed Basement Floor Elevation = 943.5 Offset Irons (elevations are to the top of pipe) OS #1= 952.67 OS #5= 949.77 OS #2= 952.64 OS #6= 944.84 OS #3= 951.63 OS #7= 947.41 US O5 #8= X47:75 _ City of Orono Planning 81 Zoning Plan Review Site Plan Review Date:, + • L APPROVED ❑ APPROVED WITH REVISIONS (see notes) ❑ DENIED '/� N 0 1 +?+ Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 SURVEY LEGEND SCALE IN FEET I CAST IRON MONUMENT E A/C UNIT - BITUMINOUS 1 1 ® CATCH BASIN © CABLE TV PEDESTAL---sseL- BUILDING SETBACK LINE M II Q FLARED END SECTION s G ELECTRIC TRANSFORMER CTv CABLE TV o N 11 9 - M GATE VALVE i CE') ELECTRIC MANHOLE CONCRETE CURB < GUY WIRE V ELECTRIC METER 6 CONCRETE t 'TY HYDRANT GAS METER Gc� _E" CONTOUR EXIS71NG CO 1 933.4 _ 1`)'1 O SURVEY MONUMENT SET CG) GAS VALVE 9so CONTOUR PROPOSED FND IP 3/4 934.0 932.4 f---- 932,8 • SURVEY MONUMENT FOUND -°-°-°- GUARD RAIL DT DRAIN TILE -.� 33.3 0 9 1 �` 0 SURVEY CONTROL POINT; 1� HAND HOLE "C--- ELECTRIC UNDERGROUND 933• �' FND PK NAIL 932.7 932.7 _„_� �: SOIL BORING -x x- FENCE g32 S yo . O 25.03 933.1. . .' S LIGHT POLE WER POLE TREE CONIFEROUS FO FIBER OPTIC UNDERGROUND NS6°4g13711W QS SONITARY MANHOLE � TREE DECIDUOUS -- s-- GAS UNDERGROUND ff""''!!' cc ((""��TT��TT jj^�� FND PK Nt�IL SPIKE ----- F�i.J�� ESS POINT 1���� 933.4 ---• _-_____ � orlu OVERHEAD UTILITY ® SANITARY CLEANOUT O TELEPHONE MANHOLE r7 � SIGN D TELEPHONE PEDESTAL """"""""" RAILROAD TRACKS 972.5 GROUND ELEVATION - TRAFFIC SIGNAL > SANITARY SEWER FND IP 1/2 �' y 932.0 » STORM SEWER 32.1- 0 ® STORM DRAIN OO UTILITY MANHOLE 935.3 �- TEL TELEPHONE UNDERGROUND -�- 0 STORM MANHOLE DI UTILITY PEDESTAL UTL UTILITY UNDERGROUND x 931.4_"--- - ; -- YARD LIGHT ® WELL s /X9725 FOUNDATION ASBUILT ELEVATION ® DOWNSPOUT . I WATERMAIN FIELD CREW NO. BY DATE REVISION I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that 1 am a duly Licensed TW P.117 - RG E.23 - SEC. 17 FILE NO. USE YANG OF IN O INFOYING,RMATION) DISTRIBUTION, AND/OR Land Surveyor under the laws of the State of Minnesota. ESS S� Project Cit Orono CERTIFICATE O F SURVEY CL 1 EMW 6/7/2016 PROPOSED CONDITIONS CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS y \�� RAF 1 y' 19295-002 DRAWN 2 EMW 11/12/2016 STAKED ADDITION STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s _ i o Hennepin County EMW 3 DBP 12/6/2016 FOUNDATION ASBUILT EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 2 d day of De ber, 2015. cu f \ N SAT H R E-BERGQUIST, INC. AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND - PREPARED FOR. CHECKED 4 EMW 6/20/2017 UPDATED PROPOSED CONDITIONS SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF , p 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES cn DBP 5 EMW 6122/2017 REVISED DECK TO PATIO THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY jjV11� Com`EYt1an`� �✓� DENALI DATE d E N AL I CUSTOM HOMES LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David B. Pemberton, PLS Minnesota License No. 40344 O� RS P �� RESULTING FROM ILLEGITIMATE USE. F P 12/11 /2015 pemberton@sathre.com L 11Pq F&defAf.s PO►n+ Rd 20[1- Ool I u/ I n- g reurj Pool 989NO COPY kEGEI1i D JUN 2 72U17 01 -TY OF ORONO �`� 11y� 6 NCA A- C �'t ilJ%'� P1. tw .a N 111�g��'•..�pypy;����,,I„"..AiE T O ;SITE Ip - f g rnr= MIN �t3"I'flN' 'I F. C`�I M A L fc 1s " A P E r, tip City of Orono Planning 81 Zoning Plan Review Site Plan Review Date:, + • L APPROVED ❑ APPROVED WITH REVISIONS (see notes) ❑ DENIED '/� N 0 1 +?+ Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 SURVEY LEGEND SCALE IN FEET I CAST IRON MONUMENT E A/C UNIT - BITUMINOUS 1 1 ® CATCH BASIN © CABLE TV PEDESTAL---sseL- BUILDING SETBACK LINE M II Q FLARED END SECTION s G ELECTRIC TRANSFORMER CTv CABLE TV o N 11 9 - M GATE VALVE i CE') ELECTRIC MANHOLE CONCRETE CURB < GUY WIRE V ELECTRIC METER 6 CONCRETE t 'TY HYDRANT GAS METER Gc� _E" CONTOUR EXIS71NG CO 1 933.4 _ 1`)'1 O SURVEY MONUMENT SET CG) GAS VALVE 9so CONTOUR PROPOSED FND IP 3/4 934.0 932.4 f---- 932,8 • SURVEY MONUMENT FOUND -°-°-°- GUARD RAIL DT DRAIN TILE -.� 33.3 0 9 1 �` 0 SURVEY CONTROL POINT; 1� HAND HOLE "C--- ELECTRIC UNDERGROUND 933• �' FND PK NAIL 932.7 932.7 _„_� �: SOIL BORING -x x- FENCE g32 S yo . O 25.03 933.1. . .' S LIGHT POLE WER POLE TREE CONIFEROUS FO FIBER OPTIC UNDERGROUND NS6°4g13711W QS SONITARY MANHOLE � TREE DECIDUOUS -- s-- GAS UNDERGROUND ff""''!!' cc ((""��TT��TT jj^�� FND PK Nt�IL SPIKE ----- F�i.J�� ESS POINT 1���� 933.4 ---• _-_____ � orlu OVERHEAD UTILITY ® SANITARY CLEANOUT O TELEPHONE MANHOLE r7 � SIGN D TELEPHONE PEDESTAL """"""""" RAILROAD TRACKS 972.5 GROUND ELEVATION - TRAFFIC SIGNAL > SANITARY SEWER FND IP 1/2 �' y 932.0 » STORM SEWER 32.1- 0 ® STORM DRAIN OO UTILITY MANHOLE 935.3 �- TEL TELEPHONE UNDERGROUND -�- 0 STORM MANHOLE DI UTILITY PEDESTAL UTL UTILITY UNDERGROUND x 931.4_"--- - ; -- YARD LIGHT ® WELL s /X9725 FOUNDATION ASBUILT ELEVATION ® DOWNSPOUT . I WATERMAIN FIELD CREW NO. BY DATE REVISION I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that 1 am a duly Licensed TW P.117 - RG E.23 - SEC. 17 FILE NO. USE YANG OF IN O INFOYING,RMATION) DISTRIBUTION, AND/OR Land Surveyor under the laws of the State of Minnesota. ESS S� Project Cit Orono CERTIFICATE O F SURVEY CL 1 EMW 6/7/2016 PROPOSED CONDITIONS CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS y \�� RAF 1 y' 19295-002 DRAWN 2 EMW 11/12/2016 STAKED ADDITION STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s _ i o Hennepin County EMW 3 DBP 12/6/2016 FOUNDATION ASBUILT EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 2 d day of De ber, 2015. cu f \ N SAT H R E-BERGQUIST, INC. AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND - PREPARED FOR. CHECKED 4 EMW 6/20/2017 UPDATED PROPOSED CONDITIONS SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF , p 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES cn DBP 5 EMW 6122/2017 REVISED DECK TO PATIO THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY jjV11� Com`EYt1an`� �✓� DENALI DATE d E N AL I CUSTOM HOMES LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David B. Pemberton, PLS Minnesota License No. 40344 O� RS P �� RESULTING FROM ILLEGITIMATE USE. F P 12/11 /2015 pemberton@sathre.com L 11Pq F&defAf.s PO►n+ Rd 20[1- Ool I u/ I n- g reurj Pool 989NO COPY kEGEI1i D JUN 2 72U17 01 -TY OF ORONO