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HomeMy WebLinkAbout2014 Certificate of SurveyX9�.;,g,7 95' � �,, ® ':`x:50, 8 aSe: 6r t: s 5a.reet E. m I f � ra I w-945,7 c.F 4. ..'DOe. NO.,..., C . f• 9� I\' .34.29961 �Q.B � 93&8-- — — 30,5 — — — — — — — — — — — — — — — — — — — — — X6.9 I T 9,-1,a 22. - x x x x x -- x .. �� \ Found IP Marked 16456 0.3 South, 0.75 West of Corner .. —� — — and IP Marked 16456 0.1 South, 0.9 West of Corner--­ 7 orner—v X 0 323 8 — Nart west coiner of Lot 10 S89 21 19 E 284.15 —a. 0 1 n Drainage and Utility Easement Per Doc N 920 - ! .1 \ 7 a e t �� I 5 / - - a.,,n , - - - - - RETAINING WALL - - EXISTING BUILDING (TRACED OFF OF AERIAL PHOTO) PROPERTY DESCRIPTION i Lot 9; and that part of Lots 10, 11, and 12, Block 1, HILLSIDE PARK, according to the recorded plat thereof, Hennepin County, together with that part of the SURVEY LEGEND vacated alley adjoining said Lot 12, lying East of a line described as commencing at the Northwest corner of said Lot 10; thence on, -in assumed bearing of North _ 89 degrees 57 minutes 07 seconds East along the North line of said Lot 10 a distance of 307.00 feet to the point of beginning of the line to be described; thence �s S�R� n � on a bearing of South to the shoreline of Lake Minnetonka and said line there terminating. DRAWN BY 4 MNK 3-13-14 Revised House Layout o SMH 1.) Site.Address: 364 Westia ke Street, Orono, it l 55356 _ Rory L. Syn.ste n, Professional Land Surveyor Minnesota License No. 44565 2) Gross Land Area: 62,242+/- Sq. Ft. or 1.43 +/- Acres (calculated to OHWL) O 3) The current Zoning for the subject property is LR -1A - One Family Lakeshore Residential - 2 Acres per the City of Orono's zoning snap dated March, 2011. The C setback, height, and floor space area restrictions for said zoning designation were obtained from Section 78-305 found on their web site on the date of CAST IRON MONUMENT p ° Rim=935.7 Structure Height (max.) 30 feett BI FJMINOUS 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 Oas 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. a_ Inv=923.88 Bearings are based on the Hennepin County commencing work. He agrees to be fully responsible for any and all damages arising out of his failure to exactly locate and preserve any and all existing utilities. Coordinate system (NAD 83 - 1986 adj.) 4) The Property in contained within Teir 1 of the Stormwater Quality Overlay District per the Stormwater Quality Overlay District Tiers Map Dated 4-19-13. 20 10 0 10 20 40 5) The Property is contained with the Stubbs Bay Drainage District Boundary per the Drainage District Boundary map dated 11-30-10, and does not appear to be FLARED END SECTION -°o S 6) Must maintain a minimum 2% slope gradient to accommodate positive drainage. CONCRETE CURB 7) All offset irons are measured to hundredths of a foot and can be used as benchmarks. 8) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. N 9) A title opinion was not furnished to the surveyor. OE 0 ,= O Lot Area = 62,242 S.F.-t� excavation or construction. L < GUY WIRE OE ELECTRIC METER J CONTOUR EXISTING House Area = 5,919 S.F. Asbuilt Garage Floor Elevation Asbuilt Top of Foundation Elevation = 952,4 = 953.1 - HYDRANT © GAS METER CONTOUR PROPOSED Stoop Area = 282 S.F. Asbuiit Basement Floor Elevation = 944.1 O IRON PIPE SET © GAS VALVE DT DRAIN TILE Sidewalk Area = 111 S.F. ° c �.. ° , = 955.1 • IRON PIPE FOUND GUARD RAIL ELc ELECTRIC UNDERGROUND za 5r a J.. cn LIGHT POLE [E HAND HOLE —x—x— FENCE 84 Retaining Wall = 84 S.F.S.F - S6 SOIL BORING FO FIBER OPTIC UNDERGROUND Pool Area = .F. � POWER POLE Total Impervious Area = 15,523S.F. Ds SANITARY MANHOLE TREE CONIFEROUS cos GAS UNDERGROUND Coverage = 24.94% (25% Max) Q SANITARY CLEANOUT TREE DECIDUOUS oHu 10HU SIGN OT TELEPHONE MANHOLE 1 1 +1 1 1 RAILROAD TRACKS i / — Found Rebar 0.04 NW of Corner X942.° x940,0 x945<2 X949°0 950JT 9;7,3 w,950.0 .� t` . �, j ' 6 �_ N89°'? I' 19"W 510.48 Proposed Elevations ❑ STORM DRAIN �--_—�- TRAFFIC SIGNAL » STORM SEWER Proposed Garage Floor Elevation = 952.0 ST STORM MANHOLE u0 UTILITY MANHOLE TEL TELEPHONE UNDERGROUND Proposed Top of Foundation Elevation = 952.4 \ 4 uTL- 9; 6.3 x94U K343,5 x945,9 947,cz 943,3 X949.5 v" 949" YARD LIGHT 0 UTILITY PEDESTAL Proposed First Floor Elevation = 954.4WATERMAIN No. 3239208 I -Line Parallel to the South Line of the Northwest 1/4 Sec. 5, T 117, R 2 3 GRADING; AS3tiiL"� ELEVATION 2 7 Resulting contour = 94$.4 Drainage and Utility Easement Per Doc. �._ ® -'--Existing �.— - Sanitary Clean Out - " 945.0 '946.4 - - - 8 950,6 h ..... D \ f i \\ 9 ���oQ \ O O o 'O �O O � 939.2 I I d 946.4 r s i �:... X94-7 J q � r~ 9413 J 9 9 0 <�n r. s- r" X9�.;,g,7 95' � �,, ® ':`x:50, 8 aSe: 6r t: s 5a.reet E. m I f � ra I w-945,7 c.F 4. ..'DOe. NO.,..., C . f• 9� I\' .34.29961 �Q.B � 93&8-- — — 30,5 — — — — — — — — — — — — — — — — — — — — — X6.9 I T 9,-1,a 22. - x x x x x -- x .. �� \ Found IP Marked 16456 0.3 South, 0.75 West of Corner .. —� — — and IP Marked 16456 0.1 South, 0.9 West of Corner--­ 7 orner—v X 0 323 8 — Nart west coiner of Lot 10 S89 21 19 E 284.15 —a. 0 1 n Drainage and Utility Easement Per Doc N 920 - ! .1 \ 7 a e t �� I 5 / - - a.,,n , - - - - - RETAINING WALL - - EXISTING BUILDING (TRACED OFF OF AERIAL PHOTO) PROPERTY DESCRIPTION i Lot 9; and that part of Lots 10, 11, and 12, Block 1, HILLSIDE PARK, according to the recorded plat thereof, Hennepin County, together with that part of the SURVEY LEGEND vacated alley adjoining said Lot 12, lying East of a line described as commencing at the Northwest corner of said Lot 10; thence on, -in assumed bearing of North _ 89 degrees 57 minutes 07 seconds East along the North line of said Lot 10 a distance of 307.00 feet to the point of beginning of the line to be described; thence �s S�R� n � on a bearing of South to the shoreline of Lake Minnetonka and said line there terminating. DRAWN BY 4 MNK 3-13-14 Revised House Layout NOTES: CHECKED BY 6 RLS 4-8-14 Revised Per City Comments 1.) Site.Address: 364 Westia ke Street, Orono, it l 55356 _ Rory L. Syn.ste n, Professional Land Surveyor Minnesota License No. 44565 2) Gross Land Area: 62,242+/- Sq. Ft. or 1.43 +/- Acres (calculated to OHWL) O 3) The current Zoning for the subject property is LR -1A - One Family Lakeshore Residential - 2 Acres per the City of Orono's zoning snap dated March, 2011. The C setback, height, and floor space area restrictions for said zoning designation were obtained from Section 78-305 found on their web site on the date of CAST IRON MONUMENT 12-31-2013 and are as follows: Lot Area: 2 Acres; Lot Width: 200; Front Yard Setback 50 feet; Side Yard Setback 30 feet: Rear Yard Setback 50 feet; A/C UNIT Structure Height (max.) 30 feett BI FJMINOUS 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 Oas 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. N O R -� Existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location of any and all existi„g utilities before Bearings are based on the Hennepin County commencing work. He agrees to be fully responsible for any and all damages arising out of his failure to exactly locate and preserve any and all existing utilities. Coordinate system (NAD 83 - 1986 adj.) 4) The Property in contained within Teir 1 of the Stormwater Quality Overlay District per the Stormwater Quality Overlay District Tiers Map Dated 4-19-13. 20 10 0 10 20 40 5) The Property is contained with the Stubbs Bay Drainage District Boundary per the Drainage District Boundary map dated 11-30-10, and does not appear to be FLARED END SECTION within a buffer area of a wetland. SCALE IN FEET 6) Must maintain a minimum 2% slope gradient to accommodate positive drainage. CONCRETE CURB 7) All offset irons are measured to hundredths of a foot and can be used as benchmarks. 8) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. N 9) A title opinion was not furnished to the surveyor. OE 10) Proposed grades shown adjacent to building foundation refers to top of black dirt. ,= 11) We have shown the proposed location of the sanitary sewer line and clean outs for reference only. The sewer line must be designed and approved before Lot Area = 62,242 S.F.-t� excavation or construction. L 11) Benchmark: Lake Minnetonka Water Elevation = 928.54 Feet (NGVD 1929) Per Minnehaha Creek Water Shieds Web Site. i d d . SURVEY LEGEND REVISIONS _ 12) House has not been staked at the time of this certification. �s S�R� n � xxx 3 MNK 3-03-14 Revised House Layout DRAWN BY 4 MNK 3-13-14 Revised House Layout RLS 5 MNK 3-28-14 Revised Per City Comments CHECKED BY 6 RLS 4-8-14 Revised Per City Comments t Rory L. Syn.ste n, Professional Land Surveyor Minnesota License No. 44565 \ O C 11) Benchmark: Lake Minnetonka Water Elevation = 928.54 Feet (NGVD 1929) Per Minnehaha Creek Water Shieds Web Site. NO. d d . SURVEY LEGEND REVISIONS _ 12) House has not been staked at the time of this certification. �s S�R� n � xxx 3 MNK 3-03-14 Revised House Layout DRAWN BY 4 MNK 3-13-14 Revised House Layout RLS 5 MNK 3-28-14 Revised Per City Comments CHECKED BY 6 RLS 4-8-14 Revised Per City Comments RLS 7 BDH 5-2-14 House Staked in Field Rory L. Syn.ste n, Professional Land Surveyor Minnesota License No. 44565 DATE 8 EMW 5-21-14 Foundation Asbuilt Grade Revisions O C ,.�. i CAST IRON MONUMENT ❑a A/C UNIT V BI FJMINOUS Oas ® CATCH BASIN 0 CABLE TV PEDESTAL CTv CABLE TV 4 �aITE �I�� ._ a -.s •``�N NVPoh Wp Q FLARED END SECTION ❑E ELECTRIC TRANSFORMER CONCRETE CURB Hardcover (Tier 1) N GATE VALVE OE ELECTRIC MANHOLE ,= CONCRETE Lot Area = 62,242 S.F.-t� Asbuilt L < GUY WIRE OE ELECTRIC METER CONTOUR EXISTING House Area = 5,919 S.F. Asbuilt Garage Floor Elevation Asbuilt Top of Foundation Elevation = 952,4 = 953.1 - HYDRANT © GAS METER CONTOUR PROPOSED Stoop Area = 282 S.F. Asbuiit Basement Floor Elevation = 944.1 O IRON PIPE SET © GAS VALVE DT DRAIN TILE Sidewalk Area = 111 S.F. Asbuilt First Floor Elevation = 955.1 • IRON PIPE FOUND GUARD RAIL ELc ELECTRIC UNDERGROUND Driveway Area = 6,197 S.F. LIGHT POLE [E HAND HOLE —x—x— FENCE 84 Retaining Wall = 84 S.F.S.F S6 SOIL BORING FO FIBER OPTIC UNDERGROUND Pool Area = .F. � POWER POLE Total Impervious Area = 15,523S.F. Ds SANITARY MANHOLE TREE CONIFEROUS cos GAS UNDERGROUND Coverage = 24.94% (25% Max) Q SANITARY CLEANOUT TREE DECIDUOUS oHu OVERHEAD UTILITY SIGN OT TELEPHONE MANHOLE 1 1 +1 1 1 RAILROAD TRACKS x"%72.;"', GROUND ELEVATION (] TELEPHONE PEDESTAL > SANITARY SEWER Proposed Elevations ® STORM DRAIN �--_—�- TRAFFIC SIGNAL » STORM SEWER Proposed Garage Floor Elevation = 952.0 ST STORM MANHOLE u0 UTILITY MANHOLE TEL TELEPHONE UNDERGROUND Proposed Top of Foundation Elevation = 952.4 uTL- UTILITY UNDERGROUND Proposed Basement Floor Elevation =943.0 YARD LIGHT 0 UTILITY PEDESTAL Proposed First Floor Elevation = 954.4WATERMAIN Y.`u 72.5 GRADING; AS3tiiL"� ELEVATION X972<5 FOUNDATION ASUI! T ELEVATION Resulting contour = 94$.4 X l.i x952,7 X952<G X953,0 X351,5 51,8 952.0 ✓9� 'c�� \ x951.9 f _ _ RETAINING WALL rs 6 \\� i r X951<4 949.1 9 x935.2 OOr' I nT -1 r-\ F X 949.3 + 932.8 % 1 �°Av C*e x947,4 ^ j ' X942.2 / \ 944<4 X935.4 x943.3 J / 94 ;.3 932, < / X941.2 Cil L<<` X942,8 Ci X942.6 \ O \ d\h ?' X935<6 cc °c a a \ / oj n / 7 \cy,�� EXISTING BUILDING s FFE-958.2 I GFE=957.1 (TRACED OFF OF AERIAL PHOTO) ' x953.0 1 �} 2'} L_vT S8 x951.5 9�952<7 x 950.3 I / 352.7 � x.952.2 � as.sx Well 4'' Cast Iron Pipe -._� —7 X951.6 /X9509 / X953.6 X953,6 X53,2 *952,5 �// X934.4 / Found Rebar 0.5 NW of Corner / 9:31.1 � X951,9 0 X952,1 2,3 X952,3 X951,13 \� / 0.9 I 951.6 X L I, I n T ^ V d L_V 1 v 952,3 to SIDE SETBACK �� } � � 932.1 2' X 2.2 \lt � 95 `51.4 Existing t°. 930.6 :Ire u� , P / 6 i ,ONC' a .. I n -r I �1 � / oc 1 t� a aA932.9 Z �� q G\ / a. .a d. ,' 't3 XtJ42,2 "y pe ni v Z Q \ Q7 ° 3< � rte. \ 9.'5.2 0� ! �/ G n.� . n n. n b `E, V , ..t,, / �i % ° % / �` �� ��° V 942. a i _c 9/11 dZI f s °C) 932,5 i t X939..7 _ 4 ° I x i 1X94 0 `� � w _ O, 1 X937,;: �\ O I 9')_7, X934,\ / - 00 (n o / � I RETAINING WALL LO X 1935.7 / � I I X';30,1 I _0 I .8 —..� 9,32.4 L o x I I I X93/6 / 933, 4 1 /� (- / L BLOCK 9 c� 932.0 -� vO Ar-; x933,4 X333.1 X933,2 I / / 5 Q,89°21' 19"E 99.25 I 40.00 X9::52.? {� a Vacated Alley Per Doc. Not 2711665 as �_� i i `� \y Q shown on County Half Sec,^ion Mapping _ -WTR I 328_9 i , FIELD CREW NO. d d . ao REVISIONS i USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHOF',1ZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SI-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR Pi .FT•Y LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. �.4 0 �s S�R� n � xxx 3 MNK 3-03-14 Revised House Layout DRAWN BY 4 MNK 3-13-14 Revised House Layout RLS 5 MNK 3-28-14 Revised Per City Comments CHECKED BY 6 RLS 4-8-14 Revised Per City Comments RLS 7 BDH 5-2-14 House Staked in Field Rory L. Syn.ste n, Professional Land Surveyor Minnesota License No. 44565 DATE 8 EMW 5-21-14 Foundation Asbuilt Grade Revisions O C ,.�. i 0 9418 5\G V `�a Oas r E ,{ w coca xa� d F �. 4 ¢ I Ii T X953,0 X351,5 51,8 952.0 ✓9� 'c�� \ x951.9 f _ _ RETAINING WALL rs 6 \\� i r X951<4 949.1 9 x935.2 OOr' I nT -1 r-\ F X 949.3 + 932.8 % 1 �°Av C*e x947,4 ^ j ' X942.2 / \ 944<4 X935.4 x943.3 J / 94 ;.3 932, < / X941.2 Cil L<<` X942,8 Ci X942.6 \ O \ d\h ?' X935<6 cc °c a a \ / oj n / 7 \cy,�� EXISTING BUILDING s FFE-958.2 I GFE=957.1 (TRACED OFF OF AERIAL PHOTO) ' x953.0 1 �} 2'} L_vT S8 x951.5 9�952<7 x 950.3 I / 352.7 � x.952.2 � as.sx Well 4'' Cast Iron Pipe -._� —7 X951.6 /X9509 / X953.6 X953,6 X53,2 *952,5 �// X934.4 / Found Rebar 0.5 NW of Corner / 9:31.1 � X951,9 0 X952,1 2,3 X952,3 X951,13 \� / 0.9 I 951.6 X L I, I n T ^ V d L_V 1 v 952,3 to SIDE SETBACK �� } � � 932.1 2' X 2.2 \lt � 95 `51.4 Existing t°. 930.6 :Ire u� , P / 6 i ,ONC' a .. I n -r I �1 � / oc 1 t� a aA932.9 Z �� q G\ / a. .a d. ,' 't3 XtJ42,2 "y pe ni v Z Q \ Q7 ° 3< � rte. \ 9.'5.2 0� ! �/ G n.� . n n. n b `E, V , ..t,, / �i % ° % / �` �� ��° V 942. a i _c 9/11 dZI f s °C) 932,5 i t X939..7 _ 4 ° I x i 1X94 0 `� � w _ O, 1 X937,;: �\ O I 9')_7, X934,\ / - 00 (n o / � I RETAINING WALL LO X 1935.7 / � I I X';30,1 I _0 I .8 —..� 9,32.4 L o x I I I X93/6 / 933, 4 1 /� (- / L BLOCK 9 c� 932.0 -� vO Ar-; x933,4 X333.1 X933,2 I / / 5 Q,89°21' 19"E 99.25 I 40.00 X9::52.? {� a Vacated Alley Per Doc. Not 2711665 as �_� i i `� \y Q shown on County Half Sec,^ion Mapping _ -WTR I 328_9 i , FIELD CREW NO. BY DATE REVISIONS i USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHOF',1ZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SI-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR Pi .FT•Y LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. �.4 I hereby certify that this survey. plan or report was prepared b y me or under Y fy p � p p p" 3 my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Dated this t y of February, 2014. �s S�R� n � xxx 3 MNK 3-03-14 Revised House Layout DRAWN BY 4 MNK 3-13-14 Revised House Layout RLS 5 MNK 3-28-14 Revised Per City Comments CHECKED BY 6 RLS 4-8-14 Revised Per City Comments RLS 7 BDH 5-2-14 House Staked in Field Rory L. Syn.ste n, Professional Land Surveyor Minnesota License No. 44565 DATE 8 EMW 5-21-14 Foundation Asbuilt Grade Revisions 2-17-14 8 BRV 10-31-14 GRADING ASBUIL" I 1--1� —Proposed Dock Location '1 TWP.117 - RGE.23 - SEC.05 HENNEPIN COUNTY SATHRE-BERGQUIST INC. BOOKxxx/PAGEXXX ' O ROI\J 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 � MINNESOTA CERTIFICATE OF SURVEY LDK BUILDERS, INC. FILE NO. 5035-092 1 lglg�EIVEIM NOV 0 4 2014 CITY OF ORONO V a.=L LE C N I'. ST 8 x �� _^T 3 FAL W 5\G Oas r E ,{ w coca xa� d F �. 4 ¢ I Ii T 4 �aITE �I�� ._ a -.s •``�N NVPoh Wp Y C shy. NrsE`C i _ M A `„` = ,= P L o n CERTIFICATE OF SURVEY LDK BUILDERS, INC. FILE NO. 5035-092 1 lglg�EIVEIM NOV 0 4 2014 CITY OF ORONO