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Home My WebLink About1802824410073-01302014LEGAL DESCRIPTION: The West 135.00 feet of the North 66.00 feet of Lot 56, AUDITOR'S SUBDIVISION NUMBER 172, Hennepin County, Minnesota NOTES: 1) Legal description was taken from Hennepin County Tax Records. Parcel is subject to all easements of record, if any. 880.5 TC SRV • Denotes Water Curb Stop 0 Denotes Electric Meter EM PP ▪ Denotes Power Pole HYD Denotes Fire Hydrant _=. Denotes Drainage & Utility Easement (per recorded plat) Denotes Iron Monument, as noted n••nn111....n 880.2 TC (15 Lr) -J • 879.8 TC a) • .e a bi 0 879.6 TC Exist. Stone Stone %Vali (to be removed) 887.9 , 86 e Sidewalk 8 I 887.9 X rn Carlson 7' McCain ENVIRONMENTAL ENGINEERING 'SURVEYING Thomas R. Balluff, L.S. Reg. No. 40361 (IN FEET) Located in the SE 1/4 of Sec. 18, Twp. 28, Rge. 24 Certificate of Survey for: JMS CUSTOM HOMES, LLC House Address: 5101 Halifax Avenue, Edina, Minnesota gilCres; fig Pail / /Z if_Z/z I/ Total Lot Area ±8,910 sqft. Gross Building Area ±2,311 sqft. House Foundation ±2,249 sari. Covered Porch (without stairs) '50 salt Egress Pits ±12 soft. Building Coverage ±25.9% EXISTING CONDOMINIUM 4075 51st Street W. Top of First Floor Slob= +889.1 - - +301- L 888.6 2) An overlap or gap of legal descriptions may exist with the 888.7 886.9 888 7 adjacent parcel to the south and the adjacent parcel to the east. The monumented property lines differ from the described property lines as shown hereon. HYD TY' \ j 887.2 j : Match , rTiw 888.2 X Exist. Wall 888.2 North line of Lot 56, Aud. Sub. No. 172-- ' TW=887.0 BW=884.5 TW=887.0\ 8%41=886.0 n 3) Benchmark - Top nut of hydrant located at the intersection of 51st Street West and Halifax Avenue. Elevation 882.85 (NGVD 29), per the City o di a TW=887.0 BW=884.0 Pine Phe - 41' TtjAP c0. 5 ft., Wood Fence 135.00 N89°51'10"E 4) House to be Islo 880.4,Z IC , ill I k • 42.42 es! 887.4 X888.2 USE EXIST.-,,, DRWY AS ./CONST. / ENTRANCE Br Tr J x 1888.5 26.5 a Raise Found.--/ 12.0 o Wall to 886.0 I 887.3 .... -I 0 0 CO a, r.. 00 co ' -03 o 0 e cox c-u'73 E/P 4. 26 Tree laJ w 0 • W I 03 •- 27,6 ^ cNi 3.0 0 <( 9.5 1 0 j W 2 (Th o '±7% ("0 RV 0 m 9.5 (A a o ta, a_ 0 fX 0 0_ 0- 21.83 a .0 0 Denotes Underground Gas Line E/P Denotes Proposed Egress Pit Denotes Existing Contour 582 Denotes Proposed Contour x 000.0 Denotes Existing Elevation Denotes Proposed Elevation Denotes Direction of Drainage Denotes Existing Tree Denotes Existing Tree to be Removed Denotes Proposed Retaining Wall 17ee404-e5 SlICWk,c.j. I hereby certify to JMS Custom Homes, LLC, that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly licensed land surveyor under the lows of the State of Minnesota. Dated this 9th day of January, 2014. 57 hi/MI f-X/C Signed: a- X 886.1 /71 4.5 13.5 Co f 16" Ash 20.17 4 884 55. - N 89 °541'' 1 0 , PC''' 42.22 886.46 fe. Wood Fence .00 feet o. 172 135.00 1-South line of North\- x 888.0 885.9 of Lot 56, Aud. Sub. 886.1 885.9 Pod r/7 //7777777 7 /7/,7/7 EXISTING HOUSE r/5105 Halifax Ave. Top of Foundation= +888.0 / up 1886.0 Co' at, •y X 8.84.2 j 1 CONCRETE ' . 1,,.14 . DRIVEWAY .., , :, ,2-+42.37.. / A C:CC) tfamenINININ• * STEP GARAGE DOWN AS SHOWN * PROPOSED BUILDING ELEVA77ONS Lowest Floor Elevation (Basement): 876.68 Lowest Floor Elevation (Sport Court): 872.30 Top of Foundation Elevation (at rear of house): 887.0 Garage Slab Elevation (at door). 884.13 = First Floor Elevation. 887.41 (Previous FFE 888.8) NOTES: 1. Contractor must verify all house dimensions and sewer depth. 2. Driveways shown are for graphic purposes only. Final driveway design and location to be determined by owner/builder. Bearings shown are assumed GRAPHIC SCALE 0 10 20 Carlson McCain, Inc. 40 4 12--zt,7- I S. 09,S 74. . 067,8Y 248 Apollo Dr, Suite 100, Lino Lakes, MN 55014 Phone: 763-489-7900 Fax: 763-489-7959 Revised: Porch 1/23/14 3118.001 Proposed.dwg 345 "`„ -• • • Denotes Existing Tree to be Removed - Denotes Proposed Silt Fence Denotes Proposed Rock Entrance REVISIONS 1. 2 DRAWN BY: DESIGNED BY: BM< ISSUE DATE: I/9/1.1 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly LIcenseci ProfessIonal Engineer under the laws or the State MKnnesota Name: Brian J. Krystoffak, P.E. 5Ignature: Date: 1/9/14 License rt: 25063 2 of 3 IZAF: 11:11:11:1111 40 ciot /03-1-N F/91 JAN 2 4 2014 1*- 214°-C 12. oav.aci- 0 I) WI( OF EDINA 10 20 880.5 TC 880.4 TC USE EXIST.- v DRWY AS CONST.. ENTRANC .6 IC cf- ) (.6 10 -J 4-6 879.8 TC •E 'L) "1E1 0 879.6 TC cxxxL) Denotes Proposed Retaining Wall EROSION CONTROL NOTES 1. Silt fence, bio rolls and/or catch basin inlet protection devices shall be installed prior to any land disturbing activity. 2. Rock construction entrances shall be installed 888.1 prior to any land disturbing activity or after existing driveway is removed. 3. Any sediment that reaches the existing street or adjacent property shall be removed immediately and measures shall be taken to prevent further sedimentation offsite. 4. All silt fences, bio rolls and catch basin inlet protection devises must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches A of the height of the device. Repairs shall be made within 24 hours of discovery, or as soon as field conditions allow. 5. Rock construction entrance must be repaired or replaced when the rock becomes inundated with sediment and/or excessive sediment is being tracked from the site. Repairs shall be made within 24 hours of discovery, or as soon as field conditions allow. \ xl 01 AZZ/Z.Z/Z/Z/Z/Z 1 / 43// (7"/ / 888,6 885.1 CO co \cco,, 13\\ 8 \ • \e, • 42- .4 2 • T FENCE- (1w) 1 E1 714 14, E 87.2I , 14...,:Ro< ONST. 884.2 v: N89°51'10"E n- 1. lam --•••gt. • (14214 • iir 46:21 g=10•Tr-Virirc:rffirlDT,174-1171r7Grer.7-17-C`ill AK a" rekatt,1 Yogi At Il• 111........_N ..,____1111_41.41n4•4121, ..... . 's. --- ---04-- '..1 k."-_,:is.-• 8" Tree ug -42.3 7% CO CRETE DRI EWAY /1 Pine 135.00 ,,, 886.4 \--South line of North ‘V flOfeet 886.1 885.9 of Lot 56,886A.cu, d. Sub. o. 172 885.9 Pad 17 /77777/77 7 -777/7 / A E/P 884 I IN • • • -*--,,014.<ir EXISTING CONDOMINIUM 4075 51st Street W. Top of First Floor Slab= +889.1 X wall 888.2 North line of Lot 56, Aud. Sub. No. 172-- TW"=-8-87.0 888 BW=884.0 iTo Raise Found.--/ Wall to 886.0 LU CD CD 21.83 26.5 EXISTING HOUSE 5105 Halifax Ave. Top of Foundation= +888.0 Ash 8 86 ifit • •-5 5b 5 • •-•------•-•2•°47:41 4.5 13.5 TW.-=-88Z_O BW-.= 88 4.5 5 ft. Wood Fence 135.00 12.0 o 887.3 9• 14.0 20.17t7 E/P cN r\ 0 9.5 9.5 NOTE: 888.7 B W= 886. 0 \ TW=887.0 • • • • • 8874 STORM WATER AND EROSION CONTROL INSPECTIONS SHALL BE COMPLETED ONCE EVERY 7 DAYS OR MTHIN 24 HOURS OF A RAINFALL OF 0.5 INCHES OR GREATER. f/ZZZ 888.7 WELL EM 0 PP LEGEND Denotes Denotes Denotes Existing Existing Existing Existing Existing Existing Existing Existing Well Electric Meter Power Pole Overhead Utility Line(s) Fence Bituminous Surface Concrete Surface Elevation Denotes x Denotes Denotes Denotes Denotes 000.0 27 *4, W ▪ eoocISY en.ce .,1414k‘j387.9 x888.0 888.5 • • • • • • • • • 888.9 I 887.9 X TALL SILT FENCE (TYP) 0 91 (0 --- Exist. Stone Wall (to be removed) \./ 880.1 < IN FEET ) i HYD 888.2 X Match Exist. x Coop Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes Proposed Elevation Direction of Drainage Found Iron Monument, as noted Set Iron Monument Existing Contour Proposed Contour Existing Hydrant Existing Telephone Box Denotes Existing Trees as noted PP 2<888.2 .••n•• H YD `rf TB II 888.7 888.9 X 888.7 X X 888.2 888.2 X Match Exist. Wall Total Lot Area ±8,910 sqft. Gross Building Area ±2,311 sq ft. House Foundation..................................... ±2,249 sqft. Covered Porch (without stairs) ±50 sqft. Egress Pits ±12 sqft. Building Coverage ±25.9% -7 - -±30.17- 7 k887.2 880.4 TC I USE EXIST. DRVVY AS \./CONST. ENTRANCq LU 880.2 TC1- (NI N. . 880.1 o TC (1 - ) 10 879.8>4 TC a) Co a) 0 879.6 TC Ca 5N89°51'10"E 5 _North line of Lot 56, Aud. Sub. No. 172--, "'38 BW=884.5 - - \ BW=886.0 5 ft Wood Fence 135.00 PP LOa 884.2 t 885.2 ima - -.mg% c^iis cro-cso =was, 41.42. emr.a 11,01, OW 40 NI Bearings shown are assumed GRAPHIC SCALE 0 10 20 40 N8905 (IN FEET) N 3.0 line of North 0 feet x8880 f?.. Wood 'frence of Lot 56, Aud. Sub. . 172 886.1 885.9 Pod E/P Raise Found.---/ 12.0 0 Wall to 886.0 LU 21.83 26.5 EXISTING HOUSE 5105 Halifax Ave. Top of Foundation= +888.0 _C 55.5 13.5 887.3'0 20.17 4 135.00 885.9 \-South 7" X 8" Tree 887.1 E/P NOTES: 1. Contractor must verify all house dimensions and sewer depth. 2. Driveways shown are for graphic purposes only. Final driveway design and location to be determined by owner/builder. NI 886.0 9.5 9.5 27. k X 887.4 (Previous FFE=888.8) X 888.5 I 887.9 X ‘887.9 Exist. Stone Wall (to be removed) t HYD Certificate of Survey for: JMS CUSTOM HOMES, LLC House Address: 5101 Halifax Avenue, Edina, Minnesota ZZLZ fZZL Ltz///z/z/zzz_zzzA 880.5 TC EXISTING CONDOMINIUM 4075 51st Street W. Top of First Floor Slab= +889.1 888.6 TW=887.0 /BW=884.0 N./ CONCRETE DRI1/EWAY * STEP GARAGE DOWN AS SHOWN * PROPOSED BUILDING ELEVATIONS Lowest Floor ElFwation (Basement): 876.68 Lowest Floor Elevation (Sport Court). 872.30 Top of Foundation Elevation (at rear of house): 887.0 Garage Slab Elevation (at door). 884.13 First Floor Elevation • 887.41 X888.2 888.1 Carlson r McCain ENVIRONMENTAL ENGINEERING - SURVEYING 248 Apollo Dr, Suite 100, Lino Lakes, MN 55014 Phone: 763-489-7900 Fax: 763-489-7959 345 3118.001 Proposed.dwg Pine Located in the SE 1/4 of Sec. 18, Twp. 28, Rge. 24 LEGAL DESCRIPTION: The West 135.00 feet of the North 66.00 feet of Lot 56, AUDITOR'S SUBDIVISION NUMBER 172, Hennepin County, Minnesota NOTES: 1) Legal description was taken from Hennepin County Tax Records. Parcel is subject to all easements of record, if any. 2) An overlap or gap of legal descriptions mc Y exist with the adjacent parcel to the south and the adjacent parcel to the east. The monumented property lines differ from the described property lines as shown hereon. 3) Benchmark - Top nut of hydrant located at the intersection of 51st Street West and Halifax Avenue. Elevation = 882.85 (NGVD 29), per the City of Edina. 4) House to be staked at a later date. JAN 2 3 2014 LEGEND: SRV • Denotes Water Curb Slop O Denotes Electric Meter EM PP Denotes Power Pole HYD Denotes Fire Hydrant Denotes Drainage & Utility Easement (per recorded plat) Denotes Iron Monument, as noted Denotes E/P Denotes Denotes -882 Denotes x 000.o Denotes Denotes Denotes Denotes Denotes Denotes Underground Gas Line Proposed Egress Pit Existing Contour Proposed Contour Existing Elevation Proposed Elevation Direction of Drainage Existing Tree Existing Tree to be Removed Proposed Retaining Wall x(900:0 I hereby certify to JMS Custom Homes, LLC, that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly licensed land surveyor under the laws of the State of Minnesota. Dated this 9th day of January, 2014. I HA-4.i F/A-Aned: Carlson McCain, Inc. By: Thomas R. Balluff, L.S. Reg. No. 40361 Revised: Porch 1/23/14 -1•1n111n11n Cs! ; CO CO Co S V Denotes Water Curb Stop Denotes Electric Meter Denotes Power Pole Denotes Fire Hydrant Denotes Drainage & Utility Easement (per recorded plat) Denotes Iron Monument, as noted Denotes - Denotes Underground Gas Line E/P Denotes Proposed Egress Pit Denotes Existing Contour Denotes Proposed Contour x cmao Denotes Existing Elevation Denotes Proposed Elevation Direction of Drainage Denotes Existing Tree Denotes Existing Tree to be Removed Custom Homes, LLC, that this survey, plan or report was hereby certify to JMS Located in the SE 1/4 of Sec. 18, Twp. 28, Rge. 24 LEGAL DESCRIPTION: The West 135.00 feet of the North 66.00 feet of Lot 56, AUDITOR'S SUBDIVISION NUMBER 172, Hennepin County, Minnesota NOTES: 1) Legal description was taken from Hennepin County Tax Records. Parcel is subject to all easements of record, if any. 2) An overlap or gap of legal descriptions may exist with the 7 888.7 888.9 888. adjacent parcel to the south and the adjacent parcel to the east. x x x The monumented property lines differ from the described property lines as shown hereon. Tota/ Lot Area ±8,910 sqft. Cross Building Area ±2,311 sqft. House Foundation '2,249 sq ft. Covered Porch (without stairs) 45Q sq ft. Egress Pits +12 sqft. Building Coverage ±25.9% FEB (3 n:14 -----+30.1"-r - .857.2 883.2 Match Exist. Wall 888.6 EXISTING CONDOMINIUM 4075 51st Street W. Top of First Floor Slab= 883_2 Certificate of Survey for: JMS CUSTOM HOMES, LLC House Address: 5101 Halifax Avenue, Edina, Minnesota 10^;(14 Och4 +889.1 /////Z,////, co CO Co I. TC USE EXIST.-N DRWY AS ' ENTRANCE 865.2 CD , co 8.84.2 rn Carlson Y' McCain ENVIRONMENTAL ENGINEERING SURVEYING 248 Apollo Dr, Suite 100, Lino Lakes, MN 55014 Phone: 763-489-7900 Fax: 763-489-7959 3118.001 Proposed.dwg LEGEND: Denotes Proposed Retaining Wall 06'00J-es prepared by me or under my direct supervision and that I am a duly licensed land surveyor under the lows of the State of Minnesota. Doted this 9th day of January, 2014. Signed: Carlson McCain, Inc. By: Thomas R. Bolluff, L.S. Reg. No. 40361 Revised: Porch 1/23/14 11111111111 <eriilliVIAIIIIINWCIP07.17.1•11rnINCIDASWIMAINIT Wir .. ... NeltOr NV! 18" Ash CONCRETE DRIVEWAY °me .4AtlJI. VW:r 884 TW=887.0 BW=884.0 5 N89°5/1 ib"C''' 1°. 3.0 N 89°51'10" E 1-South line of North X 885.9 of Lot 56, Aud. Sub. 886.1 88,5-9 Rod /77/77)77-/ 7/7/7/7 Raise Found.--/ 12.0 o 10 7 Wall to 886.0 887.3 Ui 26- Tree ten-I I < - w co 21.83 0 ° w 0 S a_ix 0 o_ Co 26.5 EXISTING HOUSE 5105 Halifax Ave. Top of Foundation= +888.0 North line of Lot 56, Aud. Sub. No. 172-- - - TW=887..Q_ BW=884.5 - TW=887.0 BW=886.0 n n 5 ft Wood Fence 135.00 [1.1` Tre 14.0 ° (NI E/P E/P 1885-0 cs: 9.5 9.5 X -.887.1 icS° th 27 Exist. Stone Wall (to be removed) 887.9 x 888.0 X 888. 3) Benchmark - Top nut of hydrant located at the intersection of 51st ,,S+ eet West an alifax Avenue. Elevation = 882.85 (NGVD 91; per the,. City of Edi 4) House to be staked at i later date. +42.3 Bearings shown are assumed GRAPHIC SCALE 10 20 40 (IN FEET) * STEP GARAGE DOWN AS SHOWN * PROPOSED BUILDING ELEVATIONS Lowest Floor Elevation (Basement). 876.68 Lowest Floor Elevation (Sport Court). 872.30 Top of Foundation Elevation (at rear of house): 887.0 Garage Slab Elevation (at door): 884.13 Frst Floor Elevation: 887.41 (Previous FFE=688 8) NOTES: 1. Contractor must v,rify all house dimensions and sewer depth. 2. Driveways shown we for graphic purposes only. Final driveway design and locatior to be determined by owner/builder. i7% - co - 835.1 ' CO 1: 830.2 TC ; C r' 1 830. 6 TC -6 879.5 TC .s in '1) C-) 879.6 TC Concrete Sidewolk d Co co RV 0 EM oo' nnn0111•nn PP HYD 582 HYD 880.5 TC 880.4