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HomeMy WebLinkAbout2 - 2815 CASCO - EG RUD 221329AS --ASBUILT SURVEY (REVISION-9FEB23)LOT 120 965 . 3 965. 1 967. 8 4 FFE 96 5 . 4 964 . 4 961.4 963. 1 96 2 . 0 961 . 7 96 2 . 3 960.8 964. 1 0 FFE G A R 959 . 6 3 FFE L O W 96 6 . 5 TR E E 2 4 I N 966.2 TREE 2 0 I N TR E E 2 0 I N 960.72 FND 3/4 IP 96 6 . 0 4 FN D 1 2 7 5 5 645 927 . 6 8 H20 E L E V I C E 1 0 J A N 2 3 972.6966.596 7 . 0 967. 3 960 . 1 6 96 3 . 6 961.5 96 3 . 7 9 FF E G A R 96 3 . 9 963 . 3 3 963. 2 0 963.5 6 FND 3 / 8 R E B A R TRE E 3 6 I N TR E E 2 4 I N 23.3 7.9 10.9 36 . 4 23.5 9.9 11.01.7 3. 3 6.5 3.2 21 . 3 EX I S T I N G HO U S E EXISTING HOUSE 1,343 SQFT EXISTING HOUSE EX . GA R A G E EXISTING GARAGE 28 . 0 24.0 24.0 28 . 0672 SQFT EXISTING FOUNDATION 710 SQFT 23 . 6 30.0 24 . 0 8.6BAY WINDOW NA I L I N B L A C K T O P T.W. = 9 5 7 . 0 B.W. = 9 5 3 . 4 T.W. = 9 5 3 . 2 B.W. = 9 4 8 . 8 T.W. = 9 4 8 . 8 B.W. = 9 4 2 . 7 T.W. = 9 4 2 . 6 B . W . = 9 3 9 . 6 T.W. = 9 3 9 . 5 B . W . = 9 3 6 . 7 T.W. = 9 3 6 . 7 B.W. = 9 3 3 . 5 T.W.= 9 5 7 . 0 B.W.= 9 5 3 . 4 T.W . = 9 6 0 . 2 B.W . = 9 5 8 . 2 TI M B E R B O A R D E R O F GA R D E N F R O M A D J . LO T ( T O B E R E M O V E D ) 928 930 932 932934 936 938 940 942 944946 950 956 960 96 2 960 95 8 962 96 4 96 2 962 96 4 966 96 6 96 4 96 2 96 0 SURV E Y L I N E TOP O F R O C K S 75FT O F F S E T O.H. W . L I N E LOCATION PER PREVIOUS SURVEY, WAS NOT LOCATED DUE TO CONDITIONS O.H. W . L I N E = 9 2 9 . 4 EDGE O F I C E 1 1 J A N 2 3 STAI R S T O BASE M E N T ORD I N A R Y H I G H W A T E R E L E V . (O.H . W . ) = 9 2 9 . 4 HIGH E S T R E C O R D E D = 9 3 1 . 1 TOP O F I C E ( 1 1 J A N 2 3 ) = 9 2 8 . 0 14,650± SQFT CANTILEVER N66°2 1 ' 4 7 " W 5 3 . 4 5 22 . 0 3 20 . 1 8 WIND. WELL PROP DRIVE 933 SQFT PR O P W A L K 74 S Q F T PR O P S T O O P 80 S Q F T EXIST. RET. WALL 23 SQFT (TO BE REMOVED) EXIST. DRIVE 834 SQFT (TO BE REMOVED) (TO BE REMOVED) REPLACE CONC PATIO 108 SQFT SEE SHEET 2&3 DETAIL OF WALLS WINDOW WELL ORIGINAL WALL DESIGN 130 SQFT (IN R.O.W) (D I M S . P E R MA N U F A C T U R E R SP E C S H E E T . ) AS-BUILT SURVEY ~for~VALDES LAWN CARE ~of~ 2815 CASCO POINT ROAD, ORONO MN. I hereby certify that this plan, survey 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. By: Minnesota License No. Dated day of 2023. Part of Lot 120, SPRING PARK, Hennepin County, Minnesota. 31st January 52705 NORTH 2/3/2023 NO. DATE DESCRIPTION BY SCALE: 1" = ' DATUM: JOB NO. REVISIONS DRAWN BY: CREW: 221329AS CBS CBS/BCK 30 Assumed DATE: 1 2 3 E. G. RUD & SONS, INC. Professional Land SurveyorsEST. 1977 990 5th Ave SE, Suite 2Hutchinson, MN 55350 Tel. (320) 587-2025 www.egrud.com DENOTES RETAINING WALL DENOTES FENCE DENOTES OVERHEAD UTILITY DENOTES SILT FENCE DENOTES BUILDING SETBACK LINE LEGEND DENOTES IRON MONUMENT FOUND AS LABELED DENOTES POWER POLE DENOTES CONCRETE SURFACE DENOTES BITUMINOUS SURFACE DENOTES TELEPHONE PEDESTAL DENOTES EXISTING SPOT ELEVATION DENOTES MAILBOX DENOTES ELECTRICAL BOX DENOTES EXISTING CONTOURS PIN No. 17-119-22-14-0008 Owner: City of X Address: Unassigned DENOTES AIR CONDITIONING UNIT DENOTES SANITARY SEWER MANHOLE X 952.36 DENOTES ADJACENT PARCEL OWNER INFORMATION (PER HENNEPIN COUNTY TAX INFORMATION) -Field survey was completed by E.G. Rud and Sons, Inc. on 01/10/22. -Bearings shown are on an assumed datum. -Parcel ID Number: 2011723320011. -This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. -Due to field work being completed during the winter season there may be improvements in addition to those shown that were not visible due to snow and ice conditions characteristic of Minnesota winters. -Boundary work was not completed as part of this as-built survey any monuments and boundaries are for reference only. NOTES Per Certificate of Title No. 1541552 All that part of Lot 120, SPRING PARK, and all the unplatted land and that portion of Lake Shore Avenue Vacated, lying between Lot 120 of SPRING PARK and the side lines of said Lot projected to Lake Minnetonka, which lies northwesterly of a line running parallel with and five feet northwesterly from the southeasterly line of said Lot and the extension thereof. Legal Description of Record 030 30 6015 EXISTING IMPERVIOUS SURFACE CALCULATIONS TOTAL LOT AREA .....................14,650± FT2 EXISTING HOUSE ........................ 1,343 FT2 EXISTING GARAGE ........................ 672 FT2 EXISTING DRIVEWAY (ON LOT) ...... 834 FT2 EXISTING CONC STAIRS .................. 23 FT2 EXISTING WOOD STAIRS ................. 29 FT2 EXISTING RET WALLS .................... 195 FT2 TOTAL IMPERVIOUS SURFACE ...... 3,096 FT2 PERCENT IMPERVIOUS ..................... 21.1% BENCHMARK BENCHMARK: MNDOT GSID STATION #11452 MNDOT NAME: JOHNSON MN053 ELEVATION = 938.909 NGVD29 PROP. IMPERVIOUS SURFACE CALCULATIONS TOTAL LOT AREA .....................14,650± FT2 EXISTING HOUSE ........................ 1,343 FT2 EX. RET WALL NEAR EX. GARAGE ..... 23 FT2 * TIMBER BORDER (REMOVAL) .......... 32.5 FT2 * PROPOSED GARAGE ....................... 710 FT2 PROPOSED WALK ............................ 74 FT2 PROPOSED STOOP ........................... 80 FT2 PROP. PATIO ................................. 108 FT2 PROP. DRIVEWAY .......................... 933 FT2 PROP. RETAINING WALLS STEPS .... 122.4 FT2 PROP. RET. WALL STEP LANDING ..... 12.3 FT2 PROP. DECK AND BOAT HOUSE ..... 118.8 FT2 EXISTING CONC STAIRS .................. 23 FT2 EXISTING RET WALLS ................. 139.5 FT2 EXCLUDED RET. WALL REMOVAL ..... 23 FT2 EXCLUDED TIMBER BORDER ........ 32.5 FT2 EXCL. RET. WALLS UNDER STEPS ... 12.3 FT2 TOTAL IMPERVIOUS SURFACE ... 3,651.7 FT2 PERCENT IMPERVIOUS ................... 24.93% PIN No. 2011723320012 Owner: C A & C D PRICE Address: 2813 CASCO PT ROAD PIN No. 2011723320010 Owner: WESLEY & BRENDA BYRNE Address: 2817 CASCO PT ROAD -This survey boundary was calculated using a survey by Gronberg & Associates Land Surveying dated 5-18-22. PAGE 1 OF 3 DENOTES ORIGINAL RETAINING WALL 3FEB23 REVISE IMPER. TABLE CBS 9FEB23 REVISE WIND. WELL DIMS CBS 963.5 6 FND 3 / 8 R E B A R T.W. = 9 5 7 . 0 B.W. = 9 5 3 . 4 T.W . = 9 5 3 . 2 B.W . = 9 4 8 . 8 T.W . = 9 4 8 . 8 B.W . = 9 4 2 . 7 T.W. = 9 4 2 . 6 B . W . = 9 3 9 . 6 T.W. = 9 3 9 . 5 B . W . = 9 3 6 . 7 T.W . = 9 3 6 . 7 B.W . = 9 3 3 . 5 T.W . = 9 6 0 . 2 B.W . = 9 5 8 . 2 928 930 932 932 934 936 938 940 942 944 946 950 956 960 96 2 960 95 8 962 TOP O F R O C K S O.H. W . L I N E = 9 2 9 . 4 EDGE O F I C E 1 1 J A N 2 3 ORD I N A R Y H I G H W A T E R E L E V . (O.H . W . ) = 9 2 9 . 4 HIGH E S T R E C O R D E D = 9 3 1 . 1 TOP O F I C E ( 1 1 J A N 2 3 ) = 9 2 8 . 0 ORIGINAL WALL DESIGN 952 954 948 I hereby certify that this plan, survey 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. By: Minnesota License No. Dated day of 2023.NO. DATE DESCRIPTION BY SCALE: 1" = 'BEARING DATUM: JOB NO. 1 2 3 REVISIONS*BUILDER TO VERIFY HOUSE DIMENSIONS, SEWER DEPTH AND FOUNDATION DEPTH. *DRIVEWAYS ARE SHOWN FOR GRAPHIC PURPOSES ONLY. FINAL DRIVEWAY DESIGN AND LOCATION TO BE DETERMINED BY CONTRACTOR. *FINISHED GRADE ADJACENT TO HOME SHALL BE 0.5 FEET BELOW TOP OF BLOCK EXCEPT AT DRIVEWAY AND PATIO.DRAWN BY: CREW: 221329AS CBS CBS&BCK 10Assumed January31st CERTIFICATE OF SURVEY - WALL DETAIL ORIGINAL DESIGN NORTH DATE: E. G. RUD & SONS, INC. Professional Land SurveyorsEST. 1977 990 5th Ave SE, Suite 2Hutchinson, MN 55350 Tel. (320) 587-2025 www.egrud.com ~for~VALDES LAWN CARE ~of~ 2815 CASCO POINT ROAD, ORONO MN. Part of Lot 120, SPRING PARK, Hennepin County, Minnesota. DENOTES EXISTING RETAINING WALL LEGEND DENOTES IRON MONUMENT FOUND AS LABELED DENOTES EXISTING SPOT ELEVATION DENOTES EXISTING CONTOURS X 952.36 010 10 205 BENCHMARK BENCHMARK: MNDOT GSID STATION #11452 MNDOT NAME: JOHNSON MN053 ELEVATION = 938.909 NGVD29 Wall information labeled as T.W. (Top of Wall) and B.W. (Bottom of Wall) are averages of shots taken along the top and bottom of the wall respectively. Walls were constructed of 6in by 5in timbers. NOTES 2/3/2023 DENOTES ORIGINAL RETAINING WALL 52705 PAGE 2 OF 3 963.5 6 FND 3 / 8 R E B A R T.W. = 9 5 7 . 0 B.W. = 9 5 3 . 4 T.W . = 9 5 3 . 2 B.W . = 9 4 8 . 8 T.W . = 9 4 8 . 8 B.W . = 9 4 2 . 7 T.W. = 9 4 2 . 6 B . W . = 9 3 9 . 6 T.W. = 9 3 9 . 5 B . W . = 9 3 6 . 7 T.W . = 9 3 6 . 7 B.W . = 9 3 3 . 5 T.W . = 9 6 0 . 2 B.W . = 9 5 8 . 2 928 930 932 932 934 936 938 940 942 944 946 950 956 960 96 2 960 95 8 962 TOP O F R O C K S O.H. W . L I N E = 9 2 9 . 4 EDGE O F I C E 1 1 J A N 2 3 ORD I N A R Y H I G H W A T E R E L E V . (O.H . W . ) = 9 2 9 . 4 HIGH E S T R E C O R D E D = 9 3 1 . 1 TOP O F I C E ( 1 1 J A N 2 3 ) = 9 2 8 . 0 SEE SHEET 2 DETAIL OF WALLS ORIGINAL WALL DESIGN 952 954 3-0 3-0 3-0 948 I hereby certify that this plan, survey 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. By: Minnesota License No. Dated day of 2023.NO. DATE DESCRIPTION BY SCALE: 1" = 'BEARING DATUM: JOB NO. 1 2 3 REVISIONS*BUILDER TO VERIFY HOUSE DIMENSIONS, SEWER DEPTH AND FOUNDATION DEPTH. *DRIVEWAYS ARE SHOWN FOR GRAPHIC PURPOSES ONLY. FINAL DRIVEWAY DESIGN AND LOCATION TO BE DETERMINED BY CONTRACTOR. *FINISHED GRADE ADJACENT TO HOME SHALL BE 0.5 FEET BELOW TOP OF BLOCK EXCEPT AT DRIVEWAY AND PATIO.DRAWN BY: CREW: 221329AS CBS CBS&BCK 10Assumed January31st CERTIFICATE OF SURVEY - WALL DETAIL CURRENT DESIGN NORTH DATE: E. G. RUD & SONS, INC. Professional Land SurveyorsEST. 1977 990 5th Ave SE, Suite 2Hutchinson, MN 55350 Tel. (320) 587-2025 www.egrud.com ~for~VALDES LAWN CARE ~of~ 2815 CASCO POINT ROAD, ORONO MN. Part of Lot 120, SPRING PARK, Hennepin County, Minnesota. DENOTES EXISTING RETAINING WALL LEGEND DENOTES IRON MONUMENT FOUND AS LABELED DENOTES EXISTING SPOT ELEVATION DENOTES EXISTING CONTOURS X 952.36 010 10 205 BENCHMARK BENCHMARK: MNDOT GSID STATION #11452 MNDOT NAME: JOHNSON MN053 ELEVATION = 938.909 NGVD29 Wall information labeled as T.W. (Top of Wall) and B.W. (Bottom of Wall) are averages of shots taken along the top and bottom of the wall respectively. Walls were constructed of 6in by 5in timbers. NOTES 2/3/2023 DENOTES PROPOSED STEPS/DECK/BOAT HOUSE 52705 PAGE 3 OF 3 DECK / BOA T H O U S E 118. 8 S Q F T STAI R S40.8 S Q F T STAI R S40.8 S Q F T STAI R S40.8 S Q F T STAI R S L A N D I N G 12.3 S Q F T PROP. IMPERVIOUS SURFACE CALCULATIONS PROP. RET. WALLS STEPS UPPER ...... 40.8 FT2 PROP. RET. WALLS STEPS MIDDLE .... 40.8 FT2 PROP. RET. WALLS STEPS LOWER ..... 40.8 FT2 PROP. RET. WALL STEP LANDING ...... 12.3 FT2 PROP. DECK AND BOAT HOUSE ....... 118.8 FT2 TOTAL IMPERVIOUS SURFACE ........ 253.5 FT2