Loading...
HomeMy WebLinkAbout18364 Hornby DrHORNBY --"DgIVE j E51 ;581 _ �6p Foot Pight of WaY)_" I - - — _ 11jExZ211 —I �E519874104I idew,�k HE c ___ rl �---PROPOSEO 5 ORIVEWAY 1 4.1%SLOPE 103583 II II R0 walk) 1 PROPOSED OR RAGE 11 �° .. �iB364�1om9y Drive !11 -1032- PROPOSED 11 i -1022 1 1030- US WALKOUT r 7030 1039 1 Z 1is0_J-- 6 li 16iN6R —j r OFBryo 1 II` rTl 1 1 1 10Yd- 1 x � li TIx 1 11 111 1032 M ' 1030 CONSTRUCTION NOTES: LEGEND 1 naall Fork construction entrance 2. Install silt fence as needed for erosion. 3. Sidewalks shall chain away from house a minimum 0 Planned Building of 1Yo. 4. Contractor must verify 5. serve elevation Contractor must verify service elevation priorto --- a --- Sanitary Line construction. 6 Add or remove foundation ledge as required ---I--- Water Line GENERAL NOTES: 7900 International Drive, Suite 550 --- as --- Storm Line Bloomington, MN 55425 1. Grading plan by ISG last dated May 9, 2022 was 952-426-0699 Iron Monument Found used to determine proposed elevations shown N RLS 45817 hereon. 2. This survey does not purport to show improvements d Cleanout or encroachments, except as shown, as surveyed by ISG or under my direct supervision. ® Curb Slop 3. Proposed building dimensions shown are for O ED Manhole/Catch Basin honzontal location ofstruciures on the lot only Contact builder prior to construction for approved 0 Transformer construction plans. 4. No specific soil investigation has been performed on j� Utility Vault this lot bythe surveyor. The suitability ofsoils to 0® support the specific house proposed is not the ® Utility Pedestal responsibility ofthe surveyor Sl IN FEET 5. If dui Id in fo otprint ex coo ds the builtling pad p Offset Iron additional earthwork and testing will be required to meet the requirements as outlined within the — — — 981 — — — Existing Contour geotechnical report. woiwiFOR RrsaNuumn.wn 6 This certificate does not purport to show easements o morn eomnmovnTRALANCEITRAnnrt _MA�RK —,9$2— Proposed Contour otherthan those shown on the recorded plat. ol Proposed Spot Elevation 1. 8. Bearings shown are based on the Final Plat. Site address is 18364 Horndy Dnve, Lakeville, MN A SCHWARZ M^sE a. All Existing Spot Elevation 55044 House/Basement type Sinclair EH01K3-Right - mTE1 rsn6 No 45817 DUO9 THIS GODU SENT IS THE PH OPENTY OF I IS A GROUP --� Surface Drainage Direction Walkout oo rucn TER 10. Building dimensions shown are based on First Floor WITHOUT PRIOR WRITTEN CONSEN T Plan PROJECT 11. Proposed Contours are shown hereon. 12. Topographic surveywascompleted onDecember LENNAR 29, 2025. CORPORATION CASLANO 2nd BENCHMARK: LOT 6, BLOCK 6 Top nut fire hydrant located in the NE quadrant of Hideaway Trail and Hlghview Avenue. IAKEVILLE MINNESOTA Elevation = 1038.03 feet REACCON SCHEDULE AREA TABLE: House/Garage Area = 1,784 sq. It Porch Area = 163 sq. It Dnvewar lk Area =846 so. It Total Impervious Area = 2 793 sq. It Lot Area = 9 698 sq It Impervious Coverage = 28.8% HOUSE ELEVATIONS: Proposetl/As-Built / r ¢g 1 1e3� c$Dc$ 9^ e J G Garage Floor= Top of untlation = PoOpening= 103 . 10372 / c SB O 15 16.081T Lowe st Flo or= RICE 1029.2 10287