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4919 Jamie Rose Ct - Site SurveySCALE IN FEET 0 30' 60, 0 1 r1T —z - S83°17'07„E O M10 CO m LO O O h� g63..3tw O I � O��L�rn 0 1 123.3 n mh�J 6� 975.5 O� X8197 97(5.9 —�_x_975.1 9.7 2° O (875.1)��/ 70 i C9 p 3:1 MAX. SLOPES Oz /96s, 3i 30.0 1 -{-- RETAINING WALL REQUIRED o / 96� 96s3J 700` 6 /� 0000 7 / 3:1 MAX. SLOPES OR °' o ``'� RETAINING WALL REQUIRED I f \ /'?0 / �C� 9 10 (9653 28 ��� 6 9 964 % 0�0 h' 07 INSTALL INLET 'S 9S . '�ok� o PROTECTION UNTIL 9�===.g26� FINAL TURF IS FFS 94,3 "+9A��F ti� 9s 0- ESTABLISHED<v POND �,k94 NWL 944.0 9sr3 F L �+, / 955.8b” �g��+ �o � HK 946.6 9\�'A�i>� % / L°' o`�e' o, ��< -<0 l 3, �c N0tK 4Ob 0 �D � �o t . ww\\ \91 6808 6810 6811 7 �t 01 /< ✓ 6807 . ro 6806 6805 6804 6803 6801 6800 953.3 -'moi N88041'04"E REVIEWED FOR CODE COMPLIANCE EAGAN Dave Westermayer 09/09/2022 2:25:50 PM ENGINEERING X37 /o W A Denotes set spike O -C44, rn ZOJ� j .0 / 3:1 MAX. SLOPES Oz /96s, 3i 30.0 1 -{-- RETAINING WALL REQUIRED o / 96� 96s3J 700` 6 /� 0000 7 / 3:1 MAX. SLOPES OR °' o ``'� RETAINING WALL REQUIRED I f \ /'?0 / �C� 9 10 (9653 28 ��� 6 9 964 % 0�0 h' 07 INSTALL INLET 'S 9S . '�ok� o PROTECTION UNTIL 9�===.g26� FINAL TURF IS FFS 94,3 "+9A��F ti� 9s 0- ESTABLISHED<v POND �,k94 NWL 944.0 9sr3 F L �+, / 955.8b” �g��+ �o � HK 946.6 9\�'A�i>� % / L°' o`�e' o, ��< -<0 l 3, �c N0tK 4Ob 0 �D � �o t . ww\\ \91 6808 6810 6811 7 �t 01 /< ✓ 6807 . ro 6806 6805 6804 6803 6801 6800 953.3 -'moi N88041'04"E REVIEWED FOR CODE COMPLIANCE EAGAN Dave Westermayer 09/09/2022 2:25:50 PM ENGINEERING X37 /o W A Denotes set spike O Denotes set iron monument 0 Denotes found iron monument — Denotes proposed drainage tc Denotes top of curb X900.0 Denotes existing elevation (930.0) Denotes proposed elevation X[900.0] Denotes as -built elevation PROPERTY DESCRIPTION Lot 6, Block 2, WHISPERING WOODS 14TH ADDITION, Dakota County, Minnesota PROPERTY ADDRESS 4919 Jamie Rose Court, Eagan, Minnesota NOTES 1. Bearings are based on the recorded plat. 2. Building dimensions shown are for horizontal and vertical placement of structure only. See architectural plans for building and foundation dimensions. 3. No specific soils investigation has been completed on this lot by James R. Hill, Inc. the suitability of soils to support the specific house proposed is not the responsibility of James R. Hill, Inc. or the surveyor. 4. No specific title search for existence or non-existence of recorded or un -recorded easements has been conducted by the surveyor as a part of this survey. Only easements per the recorded plat are shown. 5. Proposed grades shown were taken from the grading &/or development plan prepared by James R. Hill, Inc. 6. Grading plan date/revision date: 8/8/2007. BENCHMARK Top nut of hydrant located at Lots 4 and 5, Block 2 = 977.14 FLOOR ELEVATIONS HARD COVER CALCULATIONS Lot Proposed Garage Floor @ Front = 975.5 Garage Top of Block = 975.67 House Top of Block = 975.67 Lowest Floor = 966.0 HARD COVER CALCULATIONS Lot = 27,799 sq. ft. House/Garage = 3,032 sq. ft. Porch = 94 sq. ft. Driveway = 908 sq. ft. Total Impervious = 4,034 sq. ft. or 14.5% of lot SURVEYOR'S CERTIFICATE REVIEWED FOR CODE COMPLIANCE EAGAN janelson 10/05/2022 1:50:50 PM BUILDING INSPECTIONS 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 Land Surveyor under the laws of the State of Minnesota. That this survey does not purport to show all improvements, easements or encroachments, to the property except as shown thereon. Signed this 25th day of August, 2022 Ma us F. Hampton, M 1 C50 = m �7 z Lno LU � R �. > w J E J !E ■T COO z i \ c cn � �m Lu o - w o -,j- c=) o z�cD LL' oho V N � U w w Z � o Z w � Cl -cc m cljLU � C::) C/-) o C/) c� z LLo CD C: J == Eo LU o v I-- m S�2 o C = Y C � ULUN � w W j o U DRAWN BY TAM DATE 8/25/2022 REVISIONS CAD FILE 420783.dwg PROJECT NO. 420783 SHEET 1 OF 1