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HomeMy WebLinkAbout17930 GENOA DRCITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS Building Permit #: LV25-00740, LV25-00743, LV25-00744, LV25-00752, & LV25-00755 Legal Description: Lot _ Block I Subdivision: CO2PC21a J"r'Covd /I-'PDtTioa/ Address: l�9ZZal�9Zy 1f��- t Ce.wa I hereby certify that on /% day of s2;/(y , ZS an inspection of this property was conducted by me or under my dirett 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. 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:�- Signature: Date: 1 / 2 MN License #: Sp-? 6'(5_ 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 RECEIVED By Grace Ellis at 10:17 am, Sep 10, 2025 GCE„gincerin�AMisccllenews�FormsVCerti Gcetion of 6mdivy doc ADDRESS: GRADING AS -BUILT FOR: LEGEND: 17922, 17924, 17926, 17928, AND P U LT E HOMES PROPOSED ELEVATION X 934.0 EXISTING ELEVATION 179E0 GDRIVE 934.0 LAKEVILLE.LE. MINNESOTA 1 650 W. 82nd Street, Suite 300 DIRECTION OF DRAINAGE LEGAL DESCRIPTION: Lot 45, 46, 4] & Bloomington MN 55431 O IRON MONUMENT SET EL TI Block I, COSECOND ADDITION, DAKOTA COUUNTY,NTY, MINNESOTA. Office: (952) 229-0688 @CS CURB STOP EOF EMERGENCY OVERFLOW PROPOSED ELEVATIONS: TOP OF FOUNDATION/SLAB = 972.5 16990 [ LFE LOWEST POSSIBLE FLOOR GARAGE FLOOR 0 OHD = 972.0 969'2 X969.9 X9)0.1EOF REAR = 972.0 I r9703 X970.3 X970n X970.6 x EOF. TC TOP OF CURB 970. TC 9]9.6 JX M i I 968. 969.8 X970'3 '�-��� 78• 9J0�g s71.1 Xo7o'7 Xg 0 � TELEPHONE BOX EXISTING ELEVATIONS: °7°'3 97 06 9706 97G.9 g7L2 © ELECTRIC Box 97L6 W0.9 TOP OF FOUNDATION/SLAB = 972.6 T3 3 72A 971.a 9713 971.2 X97 (P) ELEVATION PER PLAN GARAGE FLOOR ®OHD = 972.1 1 9716 SOG Mo 1 ajg'i ro 900 PROPOSED CONTOURS 969.3 I WLB W72 111 ✓�x2% 972.3-o W2.0 971.4 g72.1 o BUILDING PAD PULTE HOUSE PLANS: - 6G1�W"Y m 972G �5��� _ "ASHTON/HADLEY/DUNCAN" ss2 10 moO - ln4 C5 2E1 INI!21y1 y+ t �� 9�2.6 y + LOT AREA: i I WETLAND BUFFER MONUMENT -SLAB ON GRADE- T-_�=179497J ICI 972.3 5 971.0 E-J PLAN DATE: REV. 8/26 24 = E=528087.0 g71.q LOT 44 = 2.129 SQ. FT. OR 0.049 ACRES �\ / e 1 EXISTING TREES PULTE JOB B BUILDING 25 969.3 97a2 �9.39 9722 9720 Xwo.7 IMPERVIOUS AREA = AREA Sp. FT (SQ. F J w21 76.50 BUILDING FOOTPRINT AREA = ,264 SQ. FT. 9695 971.6 � m PORCH AREA- 23 Sp. FT. 969.5 m Oxlvexnr 9710 i' SX o 971.4 } DRIVEWAY AREA = 81 SQ. FT. ro c n` I�� X 972.2 g72o c LANDSCAPE LEGEND: BENCH MARK: _1'.�1' _ _s^^_°° _ o-- r9 .1 L�JE I % �� g . w Xg7G. LOT 45 = 1,836 SQ. FT. OR 0.042 ACRES N=179475 s o I / t1 IMPERVIOUS AREA 1.560 SO. FT (85.0R) TOP NUT OF HYDRANT NEAR THE NORTHEAST :X9CS-, o1]PI E=528°e98 N 972!Ig )V mn BUILDING FOOTPRINT AREA = ,23 SQ. FT. CORNER OF LOT s4 BLOCK 1, COROLLIA, HAS TC J '2. _�� PORCH AREA = 23 Sp. FT. `5/ PROPOSED DECIDUOUS AN ELEVATION OF e76.65 FT. 9696 972 X972'6 9J41 971.3 Xg7 G DRIVEWAY AREA = 146 SQ. FT. �,.,L OVERS%ORY PIPE 969.7 97L5 Ocwa.p 71'6 ' LOT 46 = 1,836 SQ. FT. OR 0.042 ACRES ___ •••���� wIs 2.I 78.50 � PROPOSED 972 0 912 9 972.2 + IMPERVIOUS AREA = 1.539 SQ. FT (83.8.%) CONIFEROUS TREE > 9n.1 a BUILDING FOOTPRINT AREA = 1,272 SQ. FT. �970.0 9721 972.2 -71 1 p1 9720 3 PORCH AREA- 24 SQ. FT. 1 !3 x x x O n 972D PROPOSED 1m °RrvE1119VAI O 972.1 R (��iLyj �'� SOG v b97La Xw1'o DRIVEWAY AREA = 81 SQ. FT. ORAKWENTAL TREE �6%2.1 9 v' f�lG7 572'6 : LOT 47 = 1,836 SQ. FT. OR 0.042 ACRES �"_�-----o�--- S 0 IMPERVIOUS AREA = 1.560 Sp. FT (85.0%) 5_0.0-'72T-57a31 le.37 p g72.1 w2 o9722 Z s71.3� PORCHDRIVEAVFOOTPRINT A- 23 SQ6AREA 50. FT. SQ. FT. Q971 ° 76.50 N-179447. 1 1E=52609713 W2A LOT IMPERVIOUS E 2,129 SQ. H. OR 0.049 ACRES Z 97G.5 97L7 4 Zm IMPERVIOUS AREA = AREA Sp. FT (SQ. F NOTES: LIJ 9720 1 QN c� 9724 972.0 97L5 11 BUILDING FOOTPRINT AREA = I, 264 SQ. FT. II O `� 1. SURVEY PREPARED FROM ALLIANT 1�4.'49 wnvcwnY o FAR 1I ti \9 PORCH AREA- 22 81 FT. 1 34.. _ � INli;l� £gm� SOG I� �' DRIVEWAY AREA = 81 50. FT. ENGINEERING INC. GRADING PUN DATED -- 9GLE72 ISM 3 B72.fi o 10 9720 P11I24' 970.5 �1 X9I21 �C /f la 1 N-179423.0 972.0 97 971.4 X 2. BEARINGS ARE ASSUMED PER PLAT. 970.6J O E-526 76.50 972.3 972.0 970.7 9717 _ s WQ 8- 972.1 11 N SG4+0% o 971.1 ddVEWRY �"_I � 9H 9727 - 97L5 / 971.0 X I� ]0.00 ___ 9G'7E2.1 ill C Qi /�~- CY..972:0 '� Gi4i11w £mom 972.3 / -_C N 1179403.4 '9I21 O X971.0/ 9709 E-528094. 9R6 l _ IT 972.0 1 97119m 970.49 9710 972.0 1.4 971.2 1.8�( 9712 97°.7 97L2 9710 6 e..u..aze � gnlze '^ So' AM 31"W 78.50 .�De.m.,w.o,°.,,.o 971,E 1 �qi PG[ j 0Tl1TJ_E�-X>\ 0.4 970.1 X I 69.6 G ° 9]0.9 "ZZ``970. 970.5� AV 969.9J I /� N \ L w. mem 4 AILVIg- t r H.PT. 9 1.1 g7L5 _ _ -r CORDELIA a1�� 191x�fi°9.1°°. H 0 10 20 40 ra9 Merq°ene A.e, file Tao r-- SECOND ADDITION SCALE IN FEET