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HomeMy WebLinkAbout18122 Garland PathRECEIVED By Lucas Ritchie at 1:14 pm, Sep 01, 2022 CITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS 18138-LA198289, 18134-LA198288, 18130-LA198286, Building Permit #: 18126-LA198285, 18122-LA198284, 18118-LA198283 Legal Description: Lot39-44Block 2 Subdivision: GLACIER CREEK 3RD ADDITION Address: 18138 18134 18130 18126 18122 18118 Garland Path We -F hereby certify that on 25th day of Auaust 2022 an inspection of this property was conducted by me or under my direct supervision and that the as -built grades, elevations and drainage patterns of the site and building are in conformance with the grading plan approved by the City Engineer or amendments previously approved by the City Engineer. In addition, all property corner monuments are in place as of this date. Exceptions noted. 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. Print Name: �i9P .ter J! Hawkinson 9 Si nature: / i Date: August 26, 2022 MN License #: 42299 NOTE: ATTACH A COPY OF THE CERTIFICATE OF SURVEY SHOWING ALL AS - BUILT GRADES, ELEVATIONS AND DRAINAGE PATTERNS Approved subdivision grading plans should be obtained from the property owner or developer. General questions relating to the building permit should be directed to the Building Inspections Department at 952-985-4440. Questions relating to grading should be directed to the Engineering Department at 952-985-4500. Prior to release of the Grading Security, this document shall be filed with: City of Lakeville Engineering Department 20195 Holyoke Avenue Lakeville, MN 55044 4 0' 10' 20' 11 Scale: 1" = 20' Lots 39,44 Lot area = 6200 SF House area = 2652 SF Porch area = 90 SF Sidewalk area = 92 SF Driveway area = 326 SF Total Impervious Area = 3160 SF Impervious Coverage = 51.0% Lots 43-40 Lot area = 9472 SF House area = 5332 SF Porch area = 180 SF Sidewalk area = 184 SF Driveway area = 652 SF Total Impervious Area = 6348 SF Impervious Coverage = 67.0% 971.5 971.` 972.6 + 72.2 16178575.71 E: : 15.53 971. • 972.2 / \ 971.5 \ 00 9r1.0 �/ Z� Lowest opening elevation per grading plan :971.0 Lowest floor elevation per grading plan : 971.2 971.4 971. House elevations Lowest Floor Elevation Top Of Foundation Elev. (Proposed) / As -built :(971.2) / 971.3 : (974.4) / 974.5 Garage Slab Elev. CO Door :(974.0) / 974.2 • Denotes iron pipe 4.60 x ( Denotes service M Denotes television box ▪ Denotes electric box E Denotes telephone box 000.00 Denotes existing elevation 000.00 ) Denotes proposed elevation Denotes drainage flow direction • Denotes spike Denotes proposed retaining wall designed and built by others. 970. 1 972.6 972.4 1- 972.5 973.0 + 971.8 J cv 973.3 D( cb973.2 /` / + %- :4I. 1R974.1 / `_J973I. i / 972.0 / / 3 972.9 973- N•178646.24 E 528302.24 972.5 + 972.7 `972.8 1 1 972.8 • 1 N:178505.54 E 525251.37 971.1 tet • 973.6 9 973.3 97 ..+' 970.7 + 973.6� S44°39'42"E N A972.9, 7 Drainage and 9util ty '� basement per plat 73 ,�T6.25 `y- � O / f. g 1 .0„970 4144..5 1 .972.9 2 4.7 36.3 r e74.7 co .73.8 973. M \ T n 973. 973.6 0 974.0 N O) a 7.7 N N N 11) rn 0 0 (� 7.7. S44°39'42"E 974.2 97.0 1 1 73.9 _097.8 973 5, O 973.8 97 14Nj 1 0 to M 3 gf. to 973.7 AUS, > 974.2 /o 973.r N.178619.02 E 528282.36 9724 972.5 373.9 473.8 M 1D 9721�51 973.4, I1/�_ --- 25.0r 973.40 \ De M N 973 973 8 T 0 (1 972.3, 973.0 I, 974.0 a CO o rn 0. 7.7 co 0 `0 7•7 S44°39'42"E co O 0) 0_ 7.7 N N N 973.4' \ 974.1' 1 >\ \ N v 3 N is:. to > Q N O 1 L N 0 i p'/73.8 974.1 N:178565.10 E 528218.57 971.9 N•178560.14 E 528202.84/ 11,71.2 972.4 N.178569.57 E 528190.10 970.8 TJ 972.3 973.3 N.178581.29 E: 528246.04 9722 374.0 973.6 /972.6� / 972.7' 972.6 + 972.2 N:178561.79 16178553.23 E528182.72 E528196.12 970.9 971.9 N•17 1.65 E 5 80.58 97t 971.5 O 971.9 *972.0 / �? Construction Notes: 1. Install rock construction entrance. 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.0%. 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to construction. 6. Add or remove foundation ledge as required. 7. Retaining walls are conditional; Wall installed if the grade exceeds 3:1. Wall will not be installed if the grade is 3:1 or less. 972.7 972.9 973.0 972.6� r, / \ • ,0cr) to N co o1.L N o I t� "016,73; 974.0 973.$ 3.8 7.7 974 7.7 0 0 973.4 I 97 9733+C 4.1 973.6 , 9707 Se (D 973.5 • •-4R.1 97 .4. • o 4.)Gsis, 974.7 REVISED General Notes: 1. Grading plan by Pioneer last dated 5-22-20 was used to determine proposed elevations shown herein. 2. This survey does not purport to show improvements or encroachments, except as shown, as surveyed by me or under my direct supervision. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction plans. 4. No specific soils investigation has been performed on this lot by the surveyor. The suitability of soils to support the specific house proposed is not the responsibility of the surveyor. 5. This certificate does not purport to show easements other than those shown on the recorded plat. 6. Bearings shown are based on an assumed datum. N PIZNEER Win, PA. CIVIL ENGINEERS IANI) MANNERS IANI) SURVEYORS IANUSCAI'F: Axon) ECIS 2422 Enterprise Drive Ph.: (651) 681-1914 Mendota Heights, MN 55120 Fax: (651) 681-9488 www.pioneereng.com Project # :121205004 (Folder #:8625IDrawn by: CWM*11. © Pioneer Engineering + 974.1 974.2 974.1 973.5 9/4.1 973.9 \ T 0 � 3 / 0 673.9 974.1 7.7 .N • 7.7 973.9 y - r 974.1 974.1 O 0. 973.7 973.7 973.2 974.0 4.7 00 (n NE D.- OE = L 36.3 a) 0) C 0 `0 S44°39'42"E 44. 5 1v 0 0 0 co S44°39'42"E\ � 6:3 01 0 0 0 0 S44°39'42"E 6,3 01 0 0 972.8 a) E z .- • n 0- 36.3 73.0 r 4 NI Of 71.9 + 971.2 + N N44°39'42"W 973.6 \ 7 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ • 970.2 +68.74\ 969.3 + .'7,1 1 -L 971., 971. 9 1 970.3 + 971 1 971.0 1970.9 o -o • .06'49711 1.1 70 9 971.1 971.0 963.9 + 965.5 + 967.9 + +969.0 970.1 - 10.0� O 0 N 966.2 Ti- 964.1 + +965.9 964.5 + 969.4 965y6 + 964.4 '1 970.0 970.6 970.1, 969.8 +t•969.6 0, KM* + 0 0 e 4.00r 970.9 970.4 971.0 971.1 97 74.00 970.9 970.2 970.2 10.0 + v0.60 8 o -0 970.6 970.2 + 0.9 - 10a0 4 V7 C -0 \M 970.5+ 71.2 971 971 9 971.3 971.2 970.2 + 970.0 0+ 969.9 0 N M 970.0 968.6 + 968 0 + 970 2 0 O N 970 LP 968.4 + oa 970 2 O 0 -0 970.8+ 971.3 0 971.1 74.00 970.2 9 9- N) 971111f . 00 0 o Y J +970.2 ' 968.3 0 0 N M 970 80 8 64) 970.6+ 1.2 971.0 + 970.7 971.0 970.9 0.9 970.4 + + 970.2 - 970.2 970.5' 970.2•1 + 969.8 + 969.6 + 967.8 + 970.2 + 968.6 + 0 0 N 968.0 + 8/• 968 (968.6)' 71.42 / 969.6 + / 8/25/22 GRADING AS -BUILT We hereby certify to Brandl Anderson Homes Inc 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 11/17/21. BY: Signed: /�PioSleer Engineering, P.A. Peter J. Ha in roTbssioTlal Land Surveyor Minnesota License No. 42299 email-phawkinson@pioneereng.com Lot 39-44, Block 2, GLACIER CREEK 3RD ADDITION according to the recorded plat thereof Dakota County, Minnesota Address: 18138 18134 18130 18126 18122 18118 Garland Path, Lakeville, Minnesota House Model: Sable, Trillium, Trillium Trillium, Trillium, Sable Elevation: N/A 964.0 965.9+ O _ 964.1 964.1 963 9 964. C 963.9 963.9 963.7 + Benchmark: Top Nut Hydrant L14-15 B1 Elevation = 974.86 /' Revisions: 1.) 11-18-21 Stake house 2.) 02-03-22 Restake house 3 ) 08-25-22 Grading As -built Certificate of Survey for: Brandl Anderson Homes Inc 221 River Ridge Circle South, Suite 100 Burnsville, MN 55337 Phone:(952)898-0230