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HomeMy WebLinkAbout2016 Foundation As-Built�Q GFE= 954.9 F P 3/4" v 14 P / �_ n /T T L v /o I n I / �ID � � � X89 29 37 E 224.00Mpp Ig 956.4 �� / I FND IP 3/4 952.5 OK 2 / A 4 � 949.0 /g56� 89.50 --------------------------------------------- P/A, -------------------- ---------------------P/H 9152 9 "/ h4 89.85 MAP II 6� 1) DRAINAGE & UTILITY EASEMENT ' 9/.� o c�� IN o>1) -- PER MAPLEGATE INLET ��� - ` 950.4 `n o MAP 2 I � � � - - - / � � " 095. � / ,L 950.6 0949.9 el- 95 . I / / 0 952.8 OAK 0.. EVR 10p�2 310" / / / 950.60 �- `--� 949.9MAP 0 /( OAK 24" ( _Jll 52.1 "/) M 14" / j/ OAK 952.9 -� \ / 9 5.8 953. i \ J j '��'' \ \ 9 08 L BSBL B�Bi BSBL BSBL BSBL BSBL SSBL BSBL BSBL BSBL BSBL, BSBL BSBL BSBL BSBL BSBL BSBL BSBL Ltz 7 /J 1 / 9S --948---�' 947.9 � 953.1 '9 " �9S3i MAP 18" / / m , o % v? �J 951.8 / IBLOCK 2 F I O I �s3 0 x 9 8.3 ro 952 953.2 9 3.1 9Sq 9 53.2 �SSJ �S� M 10 9 g 952 95� S3 / EVR 8 m MW M PAT 0 Tj0�F0 ^ GO GR W948.8 MAP 14" °� (TO BE REMOVED) 95tiB N N 0j -0 LFTF \`� / / 948.1 - 5/_70441 947.0 --------- m m 282s 953.InN p0 � / 948.0 SHED \ l I m /,0- rR� / 948.1 MAP 14" m Qy -- l7 /1 946 4 9, rA� rGo IT%, 40/ E V R 8 947.1C'V �IS/TjNGDFS 7 / / W947.8 00 ASPM O\ Cv r0� 2.2 ,g / / � I ^952- A m sg 8 7 o GFE= G'I Of'OSE qOp/ OSED o� y y 952.2 Rq Ge 0 T/ON V� �, o� / EVR 8 9�J 9 2s /. 8g2 � � � � \ rp`4v r� �S3J Ohm � 946.8 S2, p 5. 2 28 S ?/ S 6Ff, J _ Q Q (S�1 x �2. 6.0 GFE= J h � 1 sg � Ls 9L 9�3 o rn rD� L 52 2 9S52 �'f`� , f 947.5 .. 2 O 4/�j 947.18 N 2,. w G / - I U o ...... STAIRS",V m N ,.95 ,k, �� r_� o G�Rq� SFo ......\3a �........ -� LOT 2 O M � i v F? �........... �. _..... EVIR I M \ �qP 1 .................. / o gs/4 2g„ i �� rC� MAP 18" �0� / ° m I / 949.2 \ / J I � � l 953.2 948.5 .. ........ '............ 10 m \ h /. pR ........... EVR 8 I r \ Op......... n -r o 270' /... ID 'OS, '''97.1 {_'iELM 8" m \ I i._6 i .� L_v I 1 L X. VEty .f0... EVR 8 '� C X946.7 m J 4.. / /..... ...... 947.3 ' BSB L BSB 1'� i............ �I BSgL .-BSBL BS BSBL 48.2 ..................... c� O I x. 5p8' ..... ......... BSBL.....BSBL.......BL BSBL BSBL SBL / Q� i BSBL BSBL BSBL BSBL / w g ..................................... BSBL r /J �94� a �� I . ........N ........OAK / ............... _ 1 oT CURB lb g��t y ...................., 94685STOP �� jE 949.3 .... 1 WESTERLY EXTENSION OF 948.6 C� OMAY 22" / 1MAP 18" I NORTH LINE OF LOT 5 �°� - I EVR II / 2 / MAP 10" C J946.9 MAP 10" FAD 14706 948.9 - 0946.7 194Fsi I 947.8 ��� FND IP I" / _ M/tP 24" \ I ,'FND IP 1/2 935.3 t` LO O r- 04 tV O M O O Z ---947--� 4 944.1 943.0 942.9 °? 941.8 CAR,,GF7G 945.9 Q48 n \/ S88°04'09"E 190.06 a�6/ 945. i FFE= 947.2 ABLER ^T 5 _r 945.5 VD IP I" 45.9 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 that part of Lot 31, Coffee's Addition to Shadywood, commencing at a point on the East line of said Lot 31, distant 12 feet North of the Southeast comer 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 comer 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 Fagemess 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 1% 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.f. - 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 Proposed Garage 1 Floor Elevation = 952.4 Proposed Garage 2 Floor Elevation -948.2 Proposed Top of Foundation Elevation = 953.8 Proposed First Floor Elevation = 954.2 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= 948.84 OS #3= 951.63 OS #7= 947.41 OS #4= 950.80 OS #8= 947.75 Asbuilt Elevations OHU Asbuilt Garage 1 Floor Elevation = 952.2 CBS = 947.5 Rim=947.2 K Inv=946.3 rn `CJ T / N 11'%-r A HYDRANT O SURVEY MONUMENT SET X972.5 FOUNDATION ASBUILT ELEVATION SURVEY MONUMENT FOUND �4- C Eo INV -3 O LSI r e, POWER POLE 9457�11� = SANITARY MANHOLE Q O O\ [11 SIGN » GROUND ELEVATION ® STORM DRAIN sT L_V I 6 N 0 1 -------- YARD LIGHT o li D ' O V Z 1 1 I T o cy, 0 00 004. S L= o QN �a _ . ��� r M I o N w z 943.6 LPC U x. '✓ _ LJ tno E �01 0 6' INV= Q 942.4 w942.1 943.1 LA Q w CBR j w 941.6® 0-W �w Q 940.8 I I 9 1 0 0 "I 6 o 0 o � A /I 1 � I � � I I o I I I M I c � O � I01 I � 1 1 N 9� � 1 Q M 1 � 1 1 1 1 ,'FND IP 1/2 935.3 t` LO O r- 04 tV O M O O Z ---947--� 4 944.1 943.0 942.9 °? 941.8 CAR,,GF7G 945.9 Q48 n \/ S88°04'09"E 190.06 a�6/ 945. i FFE= 947.2 ABLER ^T 5 _r 945.5 VD IP I" 45.9 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 that part of Lot 31, Coffee's Addition to Shadywood, commencing at a point on the East line of said Lot 31, distant 12 feet North of the Southeast comer 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 comer 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 Fagemess 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 1% 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.f. - 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 Proposed Garage 1 Floor Elevation = 952.4 Proposed Garage 2 Floor Elevation -948.2 Proposed Top of Foundation Elevation = 953.8 Proposed First Floor Elevation = 954.2 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= 948.84 OS #3= 951.63 OS #7= 947.41 OS #4= 950.80 OS #8= 947.75 Asbuilt Elevations CAST IRON MONUMENT Asbuilt Garage 1 Floor Elevation = 952.2 Asbuilt Garage 2 Floor Elevation = 947.5 Asbuilt Top of Foundation Elevation = 953.2 Asbuilt Basement Ftaor Elevation = 943.1 11'%-r A HYDRANT O SURVEY MONUMENT SET X972.5 FOUNDATION ASBUILT ELEVATION SURVEY MONUMENT FOUND X972.5 GRADING ASBUILT ELEVATION C FND IP 3/4 934.0 932.4 33.3 932.8 0 9� FND PK NAIL 'x 932.7 -_ / g328 25.03 933.1 932.7 N86 °48'37"W FNDPK NAIL SPIKE 933.4 r FACE ESS POINT ROAD 932.0 32. X-9 2.1 sx 931.4 - - 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 I am a duly Licensed USE (INCLUDING COPYING, DISTRIBUTION, AND/OR or under the laws of the State of Minnesota. CL 1 EMW 6/7/2016 PROPOSED CONDITIONS CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor DRAWN 2 EMW 11/12/2016 STAKED ADDITION STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 2 d day of D her, 2015. EMW 3 DBP 12/6/2016 FOUNDATION ASBUILT AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND CHECKED SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES DBP THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY AV\D G DATE LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David B. Pemberton, PLS Minnesota License No. 40344 12/11/2015 RESULTING FROM ILLEGITIMATE USE. pemberton@sathre.com OO CAST IRON MONUMENT ® CATCH BASIN Q FLARED END SECTION D4 V < GUY WIRE '0' HYDRANT O SURVEY MONUMENT SET • SURVEY MONUMENT FOUND ❑H C Eo LIGHT POLE r e, POWER POLE I SANITARY MANHOLE Q SANITARY CLEANOUT [11 SIGN » GROUND ELEVATION ® STORM DRAIN sT STORM MANHOLE OW YARD LIGHT D S I TWE*`✓ Y S iINNI;1'ON C �a _ . ��� r M A LPC '✓ _ P E OO CAST IRON MONUMENT ® CATCH BASIN Q FLARED END SECTION D4 GATE VALVE < GUY WIRE '0' HYDRANT O SURVEY MONUMENT SET • SURVEY MONUMENT FOUND ❑H SURVEY CONTROL POINT Eo LIGHT POLE � POWER POLE OS SANITARY MANHOLE Q SANITARY CLEANOUT [11 SIGN » GROUND ELEVATION ® STORM DRAIN sT STORM MANHOLE OW YARD LIGHT RECEIVED DEC 0 0 2016 CITY OF ORONO ORI Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 SURVEY LEGEND scALEnvFEET A❑ A/C UNIT © CABLE TV PEDESTAL ❑E ELECTRIC TRANSFORMER OO ELECTRIC MANHOLE OO ELECTRIC METER © GAS METER © GAS VALVE -°-°-°- GUARD RAIL ❑H HAND HOLE Eo SOIL BORING GAS- TREE CONIFEROUS oHu TREE DECIDUOUS OO TELEPHONE MANHOLE [11 TELEPHONE PEDESTAL » TRAFFIC SIGNAL OU UTILITY MANHOLE ❑u UTILITY PEDESTAL OW WELL BITUMINOUS -SSE-Bse BUILDING SETBACK LINE CTv CABLE TV CONCRETE CURB CONCRETE - 960 _ CONTOUR EXISTING CONTOUR PROPOSED DT - DRAIN TILE ELc ELECTRIC UNDERGROUND -X-X- FENCE Eo FIBER OPTIC UNDERGROUND GAS- GAS UNDERGROUND oHu OVERHEAD UTILITY 1 1 1 m I H H HT RAILROAD TRACKS > SANITARY SEWER » STORM SEWER TEL TELEPHONE UNDERGROUND UTA UTILITY UNDERGROUND I WATERMAIN TWP.117 - RGE.23 - SEC. 17 FILE NO. R ��RS Su� Project City: Orono CERTIFICATE O F SURVEY Hennepin County 19295-002 w=� SATHRE-BERGQUIST, INC. FOUNDATION ASBUILT m 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 PREPARED FOR: DENALI CUSTOM HOMES � 112- 1lJuo - 8 l 325 Rutin A4 -fu PF