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HomeMy WebLinkAbout2003 As-BuiltI KEMPER & ASSOCIATES INC. ASBUILT PLAN OF LAND SURVEYING • ENGINEERING ND 1/2- I 1/2" RON PIPE 721 OLD HIGHWAY 8 N.W.MARKED NYSTR.OWOLSON RESIDENCE RLS 9235 NEW BRIGHTON, MINNESOTA 55112 C 13 AND 14, COFFEE'S ADDITION TO SHADYWOOD FAX5651-63103851 805 LOTS o CITY OF ORONO, HENNEPIN COUNTY, MINNESOTA N w 0 ADJACENT RESIDENCE z 1705 CONCORDIA STREET 0 O U 117 d- 0) N rn NOTE: THE DRAINAGE SWALE IS 1705 CONCORDIA STREET 0 SUFFICIENTLY SIZED TO HANDLE PID # 17-117-23 22 0021 PP ap THE 100 -YEAR STORM (5.9" IN 'O 24 HOURS) FOR THE DRAINAGE VIII M AREA SERVED MH h RIM 935.52 II 6" DEEP DRAINAGE SWALE INV 924.95 FOUND 3/4" �I IRON PIPE �� FlLLED WITH 2"-4" ROUNDED SHED SHED ROCK WITH FABRIC BASE SET SURVEY MONUMENT 0 10 20 EXISTING & PROPOSED ELEV. 931.4 OF SWALE ^ LSHEDCENTERLINE 262.3 (R) ^ a `O N 0) 84.00 TO CENTERLINE OF EASEMENT MARKED PER 18407" EXISTING & PROPOSED ELEV, 938.6 1 INCH EQUALS 20 FEET S 89'24'41" E 267.39 (PER DOC No. 867984) Illi Q Till 15.81 - - - - - - -- - - - BASIS FOR BEARINGS: Illi w Y z - - - - - 51. -_ - - - - - - SWALE CONTINUES TO LANDSCAPING _ - _ -R BED NEAR LAKE. SWALE FlLLED S E - 10 SID E CK E WITH 4" OF WOOD MULCH - - - - ' I ASTRONOMIC BY SOLAR OBSERVATION BASIS FOR ELEVATION: II a 5.00. I � 9 / SANITARY SEWER MANHOLE TH OF THE FEET NOROF w POST VER NG 26. w ' % INTE III O Y o W/ ELEC. OUTLET O a- _u ? Y ` STREET ANDNCORRAL ROAD.CONCORDIA INVERT (NORTH) ELEVATION Z o of I \- / U / I v 932.50 ORONO).(AS PER CITY OF l l N °' 60, LAKE � � w Z 0- O o 19.6 E \ m a I APPROXIMATE DRAINAGE AREA z N I 0 s O .. CONTOUR INTERVAL = 1 FOOT IIII z IIII A m y`, �a 75.00 \ m w � � SRR CE _ - FLOOR � � _ GARY G936.26 { ELE FOR PROPOSED SWALE � NOTE: NORTH DRAINAGE AREA= I �` z o I SQ. FT. (CONSISTING OF o � o n AREA SUMMARY It "' w 3,900 Z `O 0 1,402 SQ. FT. OF HARDCOVER 0 o AND 2,498 SQ. FT. OF U I LOT 14 TO LAKE = 20,236 SQUARE FEET OR 0.4666 ACRES o 1 O ¢ o J o EjEV• 936 0 8.85 PERMEABLE SURFACE) I m w I w I O LOT 13 TO LAKE - - 20,179 SQUARE FEET OR 0.4632 ACRES OVERHANG rn 25 107.60 N I� W TOTAL LOT AREA = 40,415 SQUARE FEET OR 0.9298 ACRES ORDINARY HIGH WATER (OHW) 929.4 �� PID # 17-117-23 22 0020 26 O _ 22.35 l a zo I I �-Ld I O 100 YEAR FLOOD ELEVATION 931.5 9/14/51 II z w _ PAVER WALK OD / 0 N �y 0:0- LAKE WATER ELEVATION I LAKE PER MINNEHAHA z PARCEL AREA 20, 326 SQUARE FEET } SS v w / r �I (n ( j WATERSHED 952-471-0590 I W m OR 0.4666 ACRES 1.80 OVERHANG �o , / w� 1725 CON CO ST. �, PqV OR�V fW w r _oZ qy FOUND l! J U- FOUND 7 .00 7.51 1 ESINCE 3� 3.9 2 STORY FRAME RRDIADE FD / orn , 3/4" w 0 o / 3/4" / IRON PIPE F BUILDING FOOTPRINT 3.25 BUILDING AREA = 3,606 SQ. FT. 101.00 TO CENTERLINE OF EASEMENT PER DOCS. No. 867985 & 67984) IRON PIPE _ EL Y937.66 DOCK 26.39 x z to I� ? o A ELEV 936.34 3 I / I LL °J IIIIY La � 0 � 03 w 1- �I 0 f2 W i" 916.45 0 U v IIII w o,* - 4'D\ r' a 5 CONCORDIA ST.Y FRONT OF 172 h cq ocy, n N OVERHANG / I o � N r�O 9.72 / I� O z^/ LAKE ELEVATION a ^ z PID # 17-117-23 22 0019 1 0 9.78 °' 928.27 ( 8-21-00) F- PARCELAREA Z p } ^ w co W 20,179 SQUARE FEET \ I rn ( rnF K OD o I z I o II OR 0.4632 ACRES 1070 ' OVERHANG E w / STON , to o ¢i MH 943 90 I I II m N N w Z 75.Ob O . fEFtFtACE//o a W r N" ORIM INV 933 55 mU N ll o PP 11 M b I N �I SI---- I II �'_.. --- 12.7 --- -- - -- - ----- - - -LINE 258.65 --- (ER WROUG T IRON - - -- - -- PP I Illi WOOD FENCE PP FENCE Illi RETAINING ALL N 89.32.42" W 271.39 NI REAR OF 1725 CONCORDIA ST. II FOUND 1/2" o - 0 260.0 (R) MH 118.00 TO CENTERLINE OF EASEMENT N RIM 932.60 (PER DOC. NUMBER 867985) Iq SET SURVEY MONUMENT MARKED 18407" II p IRON PIPE z (RLS 12287) V ADJACENT RESIDENCE INV 922.03 .` 1755 CONCORDIA STREET o EXISTING &EMPER PROPOSED ELEV. 945.1 O EXISTING &PROPOSED ELEV. 93 .3 1755 CONCORDIA STREET PID # 17-117-23 22 0018 ADJACENT GARAGE N �O NOTE: FOUND 1/2" IRON PIPE CER S 5744'00" E 2.85 CORNER DETERMINED TO I HEREBY CERTIFY THAT THIS PLAN, NOT BE VAUD. SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL LEGEND l ZONING REQUIREMENTS ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. LP 0 LAMP POST ZONED: LRI-C LAKE SHORE RESIDENTIAL oq PP Q POWER POLE _ BUILDING SETBACKS: MHO MANHOLE FRONT - 30 FEET 3 ALFRED B. KEMPER PE 9 6 /S4 � 2003 SIDE - 10 FEET N DATED THIS DAY OF- GM © GAS METER LAKE (OHW=929.4) - 75 FEET I` EM ELECTRIC METER ; MAXIMUM HEIGHT - 30 FEET 0 0 LOWEST FLOOR ELEV. NO LESS THAN 932.5 rn AC01 AIR CONDITIONING UNIT g•_ MINIMUM LOT SIZE - 1/2 ACRE CERTIFlCAl10N MINIMUM LOT WIDTH - 100 FEET 1/2" IRON PIPE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS MARKED RLS 12755 PREPARED ME OR UNDER ROCK -LINED SWALE AT NORTH ROCK -LINED SWALE ON NORTH MULCH -LINED SWALE CONTINUES MULCH -LINED SWALE ENDS AT LOT COVERAGE - SHALL NOT EXCEED 159 DIRECT SUPERVISION AND THAT I AM END OF DRIVEWAY LOOKING WEST SIDE OF HOUSE LOOKING EAST ALONG NORTH PROPERTY LINE LANDSCAPING BED NEAR LAKE OF LOT AREA A DULY LICENSED PROFESSIONAL NSURVEYOR UNDER THE LAWS SETBACK INFORMATION PREPARED FOR: OFTHESTATE OF MIN ESOTA. �l PER CITY OF ORONO PLANNING DEPT. MARK LARSON -® CERTIFICATE ®F SURVEY CONTACT PERSON: WENDY BATTENBERG PHONE: 952-249-4600 KYLE HUNT & PARTNERS, INC. 18324 MINNETONKA BOULEVARD DEEPHAVEN, MINNESOTA 55391 --- MARK EMP�R� PLS 1 952-476-5999 7 " CELL 612-369-6135 �- DATED THISIJ DAY OF 2003 02312 (02312R3.DWG) ADDED DRAINAGE SWALE 7/14/03 i