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PROPOSED COS MACK - 6621 MINNEWASHTA PARKWAY 121622DESCRIPTION OF PROPERTY SURVEYED Lot 2, Block 2, MINNEWASHTA CREEK FIRST ADDITION, according to the duly recorded plat thereof, Carver County, Minnesota STANDARD NOTES FND IP 1/21' I7 94B.0 \ I / I I / I FFE /x958.0 I I / 1 EXISTING HOUSE I I 9\951.4 \ / 951.1 48.9 948.9 F Ln ND lP 66 952. / 112 g23 -� SMH � r \ \ �x°.A �16 51 0< 95 .4CP 95i5 s28 g5A9V 95l50.1 .6 o���.951.0 ST 0611911 Q00 d° .0 , Y ��0 95M J \ Ix x 951.9 " ° 3, g ° a 122 '63 CD 94g a 6 0 �MEgs� 94g3 o x 947A x 946.8 x 946.3 a° \ �\�?�46 V/NYL /:- x 946.9 \ x 947.2 E x 946.4 x 9 3.5 953.1 c' �� %) .0 8 47.0 x946.4 x 947.6/ 3 947.3 9g69 946.9 947.0 Q� ,fit I r�✓� \ \ \ 06 ° 181,a..o 94 6 a S\� �x95947.3 a\ . 4 x - \�\\\ / \ e0k 8 °/ J ° ' , I N�ITREE LIN __I 46. \ N`\ g525 os �a �� a ° �Q� , \�947.4 + + x 943.fj X o 946.9\ + \ \ J OX 10J l '� °\ax x 48.3 48. Q x 9+46.6+� 95 .5 COT 16" �l' 45 6 \.� 9x52.7 \ NcS \ so ro ++ III n` \ T 12" 1v O \ \ a k N_ Z 4 943.E X (� .6 cr 94g n + + 11 q 5 Z -A �23 + +s \ OT 22'r x o Ncf� x 948.4 -A � + 1* x 943.5 3.2 h, � O o Z \ + \QF 944.5- p \ x 952.E z \x 47.9+ O 4 + 9�56 0- ± I x 943.6 Q sow t� + +\�� \8 0 N x 948.46' �� + +� N 944. rn y/ + + --��--RIP RAP 9�5. r 6 9 x x P� O O\1 x 947.9� +++ \ 943.7 �T7 952.8 0 vl G'On I + + + ` x 94 r O 4 x 948.4 + g vQ I �\+++Q6' + / srg\\,9 0 943.7 Y` � a \ �� . c ka �5N cj,'Z x 947.E +,�+ 9 x952.6 �+ + ,,- \ 'CP 948.8 x I48 1 /�i� \� + x t46.7+ x9�� C9� t56. i + + 94$5 \ 952.7 x 955. / �' x 948.9 �-, + 1+ 943.5 2�9 o _ \ 952.2 54.7x 94}7 A\�� O x�' \Lo \ + + Q\ \ \ x 953.3 �Js4 °ice / (\ \J +� ��� I� + + 0� FND IP 25718 \ x 9 .8 � 21 9 �i� � 94g � + `�,v O �9�9 Q d, r �� \ \� ✓ 947.5 94 .7 w Jr `9x 943.6 �� 9k 947.38 +glASH �N 94 + x + + �.\�/Na + (9�ye 951.0 9 947.ASH 18" + + 9�� x L_ A / ,66 �S / N c� 949.3 4i 9 7 \ e/ qRQ 9 6.8 +� 943.8 �� (949.0 a FOT EN \ FO O 94 4 \4 x 47.8 19 8 s a y�NGF TO + + ��tr` y �n SMH \ BOk l6" FND 9Ag 9 X. �� x x 946.9 �+ \� ��9� <p�s I n/ •001 Rim=952.2 950.5 6 x 949.0 Q 9 / 'V T 2gs x 9�2.4 950.4 948.7 x 948.3� jR \ + ' P \ x 943.4 �L O l� / 95\� 949.3 x 47. EE U4Ex 946.7 \ 46.E / \ \ x + + \ `. % F F 65 x 48.2 x 946.4 + + Q O C 949.6 x 948.9 \ `,� 5\a 948.0 x x++. X O2 O x 950.8 x x 948 3 1 946.8o D 946.5 x 946.4 \ s 9� il / x 952.5 ,9�0.1 `S74 �45 / x 948 4 Ol %2 N RgIN��E qN0 1 \+ �+ + F� < �� ^ x 949.5 x 947.3 \ �SEIRIENj0j/�/jY x 945.7 95+ +� I� L / �s, 952.4 /�► /� \ x 947.E 4ND/lP 9235 x x 945.E\+ + ___------ 9 �T I 952.5 / \� r_- x 948.8 \ 3�1 x 9 �x 943.4 \ �r 947.2 -946.0 _ 4 - x 946.4 946. 1 N x 943.4 Fj EXISTING / HOUSE g41.2 �' L_ I { i FFE= x956.5 v / , I I FIELD CREW NO. BY DATE DWAK 1 JPR 12/16/2022 DRAWN EMW CHECKED DLS DATE 7/13/2022 \ \ xGFE= I 954.9 REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR 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 PROPOSED HOUSE AND GRADING CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor under the laws of the State of Minnesota. STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 28th day of July, 2022. AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES Daniel L. Schmidt, PLS Minnesota License No. 26147 RESULTING FROM ILLEGITIMATE USE. schmidt@sathre.com 1) Site Address: 6621 Minnewashta Parkway, Excelsior MN, 55331 2) A title opinion was not furnished to the surveyor as part of this survey. Only easements per the recorded plat are shown unless otherwise denoted hereon. 3) Flood Zone Information: X (area determined to be outside of the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27019COI 13D, effective date of 12/21/2018. 4) Parcel Area Information: Gross Area: 22,194 s.f. - 0.51+ acres As measured to the Ordinary High Water Level *We do not affirmatively insure the quantity of acreage set forth in the description 5) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: LAKE MINNEWASHTA which has an elevation of 944.5 feet (NGVD29). 6) Zoning Information: The current Zoning for the subject property is RSF (SINGLE FAMILY RESIDENTIAL DISTRICT) per the City of Chanhassen's zoning map dated 8/17/2021. The setback, height, and floor space area restrictions for said zoning designation are as follows: Principal Structure Setbacks - Street(s): 30 feet (Minnewashta Parkway) Side: 10 feet Rear: 30 feet Lake: 75 feet (From Ordinary High Water Line) Height: 35 feet Hardcover: 30 percent for paved surface and 25 percent for impervious surface of lot area *Please note that the zoning information shown hereon may have been amended through a city process. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. All setback information and hardcover data for planning and design must be verified by all parties involved in the design and planning process prior to any planning or construction. We have not received the current zoning classification and building setback requirements from the insurer. 7) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering the subject property we are unaware. Please note that we have not placed a Gopher State One Call for this survey. There may or may not be underground utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes place on or near this site. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. Proposed Elevations Proposed Garage Floor Elevation Proposed Top of Foundation Elevation ExistinLy Hardcover Lot Area = 22,194 S.F House Area = 1,901 S.F Bituminous Area = 2,541 S.F Concrete Area = 247 S.F Deck Area = 1,616 S.F Retaining Wall = 535 S.F. Pavers Area = 198 S.F. Total Area = 7,038 S.F Coverage = 31.71 % Proposed Hardcover Lot Area = 22,194 S.F House Area = 3,701 S.F Driveway Area = 2,539 S.F Stoop Area = 93 S.F Sidewalk Area = 234 S.F Patio Area = 655 S.F Total Area = 7,222 S.F Coverage = 32.54 % = 951.5 = 952.0 Existing Hardcover (Driveway Excluded) �f 2'/- x I Lot Area = 22,194 S.F. House Area = 1,901 S.F. Concrete Area = 136 S.F. m x Deck Area = 1,616 S.F. c a) 0 Fence ties are shown on the Retaining wall =535 S.F. .9 I J side of the boundary line that Pavers Area = 198 S.F. m x the fence is located on. Total Area = 4,386 S.F. Coverage = 19.76 x Proposed Hardcover (Driveway Excluded) Lot Area = 22,194 S.F. House Area = 3,701 S.F. Stoop Area = 93 S.F. Sidewalk Area = 234 S.F. Patio Area = 655 S.F. Total Area = 4,683 S.F. Coverage = 2 1. 10 % Q NC OR OOD ��R -z 'H� -'� R<� L 7 / VD 1i )( C SITE I -� \O N N l!:�rsTVIE ^\ p 1 I O R MAPLE � 0 T 7 ALL J CIR JL i Y s 34. Q' DRe L1 M C L _ o ' sTRUTLo f Lade A A 40. RIDGE F" L , FN_STRAT��ORD LN. Minnewashta p E TWPA 16-RGE.23-SEC.05 Rs SR�F Carver County SATHRE-EERGCUIST, INC. TTt m w co 14000 25TH AVENUE NORTH, SUITE 120 EXCELSIOF\, N PLYMOUTH MN 55447 (952) 476-6000 M I N N E SOTA c+FRs P\ P��/ WWW.SATHRE.COM NG R�� Bearings are based on the Carver County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 SCALE 1N FEET SURVEY LEGEND CAST IRON MONUMENT # PIEZOMETER WOE WALKOUT ELEVATION • IRON PIPE MONUMENT SET cO-) POWER POLE FIFE FIRST FLOOR ELEVATION • IRON PIPE MONUMENT FOUND < GUY WIRE GFE GARAGE FLOOR ELEVATION )1( DRILL HOLE FOUND RD ROOF DRAIN TOF TOP OF FOUNDATION ELEV. X CHISELED "X" MONUMENT SET LIFT STATION LOE LOWEST OPENING ELEV. X CHISELED "X" MONUMENT FOUND QS SANITARY MANHOLE p. CONCRETE # REBAR MONUMENT FOUND ® SANITARY CLEANOUT ;:;?Si::::i':?:iii;?.;?::ii;>;: BITUMINOUS L PK NAIL MONUMENT SET STORM MANHOLE BUILDING SETBACK LINE PK NAIL MONUMENT FOUND ® STORM DRAIN CTv CABLE TV Q PK NAIL W/ ALUMINUM DISC ® CATCH BASIN CONCRETE CURB SURVEY CONTROL POINT 4 FLARED END SECTION 960 -CONTOUR EXISTING ❑a A/C UNIT TREE CONIFEROUS 9so CONTOUR PROPOSED ❑c CABLE TV PEDESTAL TREE DECIDUOUS -o-o-o-o-o- GUARD RAIL ❑E ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED DT DRAIN TILE QE ELECTRIC MANHOLE TREE DECIDUOUS REMOVED ELG ELECTRIC UNDERGROUND OE ELECTRIC METER O TELEPHONE MANHOLE -X-X- FENCE ■ ELECTRIC OUTLET ❑T TELEPHONE PEDESTAL Fo FIBER OPTIC UNDERGROUND 0 YARD LIGHT Qu UTILITY MANHOLE Gas GAS UNDERGROUND LIGHT POLE 91 UTILITY PEDESTAL OHu OVERHEAD UTILITY FIBER OPTIC MANHOLE ❑v UTILITY VAULT TREE LINE bl FIRE DEPT. HOOK UP © WATERMAIN MANHOLE > SANITARY SEWER FLAG POLE • WATER METER » STORM SEWER FUEL PUMP -0- WATER SPIGOT TEL TELEPHONE UNDERGROUND FT FUEL TANK Q WELL RETAINING WALL PT PROPANE TANK MONITORING WELL uTL UTILITY UNDERGROUND © GAS METER m CURB STOP I WATERMAIN GAS VALVE M GATE VALVE TRAFFIC SIGNAL • GAS MANHOLE HYDRANT RAILROAD TRACKS GENERATOR GIRD IRRIGATION VALVE $ RAILROAD SIGNAL GUARD POST Plv POST INDICATOR VALVE O- RAILROAD SWITCH 0 HAND HOLE SIGN SATELLITE DISH 0 MAIL BOX se SOIL BORING ® WETLAND BUFFER SIGN CERTIFICATE OF SURVEY PREPARED FOR: CORDELL MACK FILE NO. 545696-001 1 � 1