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HomeMy WebLinkAbout2017 Grading PlanEXISTING HARD COVER AREAS 75-250' ZONE FROM O.H.W. AA HOUSE 3,721 SQ. FT. BB REAR DECK 146 SQ. FT. CC DRIVE 5,118 SQ. FT. DD FRONT DECK 478 SQ. FT. EE SO. WALK 359 SQ. FT, FF NO. WALK 321 SQ. FT. GG REAR STOOP 87 SQ. FT. HH PLANTER/PILLAR 98 SQ. FT. II AGGREGATE 240 SQ. FT. 187 SQ. FT. TOTAL 10,568 SQ. FT. GRILL AREA 31,567 SQ. FT. IN ZONE H 33.5% HARD SURFACE AREA IN ZONE PROPOSED HARD COVER AREAS 75-250' ZONE FROM O.H.W. A HOUSE 4,100 SQ, FT B. ENTRY 320.SQ. FT. C DRIVEWAY 4,920 SQ. FT. D ENTRY COURT 386 SQ. FT. E LIVING TERRACE 991 SQ. FT. F MASTER TERRACE 187 SQ. FT. G GRILL AREA 202 SQ. FT. H AGGREGATE 130 SQ. FT. I MECH. AREA 140 SQ. FT. J ENTRY WALL 35 SQ, FT K AUTOCOURT WALL 20 SQ. FT. SANITARY SEWER TOTAL 11,431 SQ. FT SQ. FT. ELECTRIC METER 31,567 SQ. FT. IN ZONE FENCE 36.2% HARD SURFACE AREA IN ZONE EXISTING HARD COVER AREA KEY: 0-75' ZONE FROM O.H.W. KK. HOUSE 10 SQ. FT. LL. DECK 940 SQ. FT. MM SO. WALK 226 SQ. FT. NN NO. WALK 26 SQ. FT. 00 PILLAR 36 SQ. FT. TOTAL 1,238 SQ. FT. 18,190 SQ. FT. IN ZONE 6.8% HARD SURFACE AREA IN ZONE TOTAL HARD SURFACE BOTH ZONES TOTAL 11,806 SQ. FT. 49,721 SQ. FT. IN ZONE 23.7% HARD SURFACE AREA IN ZONE 0-75' ZONE FROM O.H.W. 0% HARD SURFACE AREA IN ZONE TOTAL HARD COVER AREA: TOTAL 11,431 SQ. FT. LOT SIZE(TO OHW) -49,721 (1.14 AC) 23.0% HARD SURFACE ON LOT 25% OF TOTAL = 12,430.25 935.77 &1Z11 935.88 937, f5 r.' NORTH LINE OF SOUTH 100 FEET OF LOT I---� n� 04 ---PART OF LOT 10 x ! 932.92 M02 (ASSUMED BEARING) I I ! !t _ _ \\94.5,3 x - I 1 x 934.00 /� x 931.66 - '00'00"E 1 t. 933 37 I I 934.08 - ( I �' -� T \ ---- N 90 00 00 E 247.1 3 --=-! ! I x 932.52 ! X01.781 \ y-- x-- / 1 x- - -x cry) !� x931.69\ S2.6P 93.62 932.88 e - -EXISTING 931.73 ` �l � - \ r G PATH KK, �C�R OT t x 63212 I - \ TO BE REMOVED 63166 634.52 / -/001 1 ---NORTHWEST CORNS OT \ •• I. 441�\ ^ x 93z.z5 _ ST \ . ' 631.73 \ _ j l ! S(�tiTN WE fi -/. I \ v -_.. , 932.5 ,+932.00 `tt % 931.32 x�-- , \.. ?ATM 'rPATH J I I 93}.75 ,E (x 932.64 LOT PA 1H -- x,831,81 ,.. F; , \_- - � LOT 3 1I j I 931.81 LOT S x 932.49 \\\ APPROX. LOCATION PARCEL N CAO -- ov �O , @ OF WELL ! I I 931.97 c� x 93230 \ 931.37 x 932.06 I! ; LLI ! ���0 Q x 932.39 I 932.14 x N77 I ! fgC 33 43 11 _ 3233 tl 931. W -' , 246. S7- `_ 11 ! I x 931.88 1 ! - \X 931.75 ----- J--� I 1�_1 1 • LEGEND: LEGAL DESCRIPTION: ZT HANNAFORD 0 20 40 FOUND MONUMENT u UT UNDERGROUND TELEPHONE 40 The land referred to is situated in the State of MN, County of SET 112" IRON PIPE au ou OVERHEAD UTILITY MARKED RLS NO. 25718 ry CABLE TV PEDESTAL uc uc UNDERGROUND GAS NORTH AC AIR CONDITIONER SANITARY SEWER described as follows: Beginning at the intersection of the EM ELECTRIC METER x FENCE EP ELECTRIC PEDESTAL PROPOSED SILT FENCE LIGHT POLE ORONO, MINNESOTA CURB [TYPICAL] PROPOSED ELEVATIONS: F- GUY WIRE 1230 CONTOURS said Lot 2; thence Westerly along said Northerly line of said Lot -0 POWER POLE ------------- PROPOSED CONTOUR GARAGE FLOOR = 934.2 G O GAS MANHOLE + 934.30 PROPOSED SPOT ELEVATION LOWEST FLOOR = 932.5 said County. (Certificate No. 656982) MAIN FLOOR = 936.7 FG-,] GAS METER 1.72_0 PROPOSED DIRECTION OF DRAINAGE FOUNDATION = 935.6 TP TELEPHONE PEDESTAL /DENOTES EXISTING co SANITARY CLEANOUT ;CC) HARDCOVER ELEMENT ELEVATIONS BY OTHERS (SEE ARCHITECTURE AND feet of Lot 1; thence East to the Northwest corner of the South `-' LANDSCAPE ARCHITECTURE PLANS FOR DETAILS. O SANITARY MANHOLE ^ extension of the South line of said Lot 1; all in Rearrangement of HYDRANT / H \ DENOTES PROPOSED HARDCOVER ELEMENT *PROPOSED BUILDING PLAN AND INFORMATION PER WATER WELL COUNTY/CITY: SNOW KREILICH ARCHITECTS FEB. 1, 2016. W,ti WATER METER I 1 ! DENOTES PROPOSED raj MAIL BOX L__J TOP OF FOUNDATION **GRADING AND SITE PLAN INFORMATION PER TRAVIS X C150.0 SPOT ELEVATION VAN LIERE STUDIOS APRIL 3, 2017. C 1 TY O F minutes 30 seconds from the westerly line of said Lot 3, as measured from south to east, to the shore of Lake Minnetonka; U r J CONIFEROUS TREE CITY OF ORONO drawn from the point of beginning, at an angle of 90 degrees 46 ***CONTRACTOR TO VERIFY ALL DIMENSIONS minutes from the westerly line of said Lot 3, as measured from Planning & Zoning Plan Review ¢` SITE PLAN GRADING PLAN the southeast to northeast; thence southwesterly, along said line ELEVATIONS WITH FINAL CONSTRUCTION DOCUMENTS DECIDUOUS TREE ❑ APPROVED BEFORE CONSTRUCTION. EASEMENT NOTE: 0 DENIED C PPROVED WITH REVISIONS Staifi ��I NO TITLEWORK WAS PROVIDED FOR THE PREPARATION OF THIS ❑ DISAPPROVED SURVEY. ADDITIONAL EASEMENTS OF WHICH WE ARE UNAWARE REVISIONS: MAY EXIST. BY Ace -Um WWO4J vel �Y©St c7Y1 � �edim�lf' Cori*ol Yh Vz+- ,be - DESCRIPTION NOTES: 02-03-16 INITIAL ISSUE DATE ±10.1-1 ad* W H fo f w cwpor t '_ all L04 THE ABOVE LEGAL DESCRIPTION WAS TAKEN FROM WARRANTY 03-08-16 CITY REVISIONS � IS��'bi �� Q(, � �'► ii � 03-10-16 TOTAL AREA UPDATE TITLE NOTES: TIER 1 PROJECT LOCATION: BENCHMARKS BENCHMARK: STANDARD DISC SOUTHEAST CORNER BRACKETTS POINT ROAD BRIDGE NO. 7258. CSAH #51 CRYSTAL BAY @ NORTH ARM BRIDGE= 947.21 PID#1111723320018 SURVEY NOTES: 1. ORIGINAL SURVEY PREPARED BY KIM A. REAUME OF PRECISION SURVEYS. 2. UNDERGROUND UTILITIES SHOWN PER VISIBLE FEATURES AND AS-BUILTS PLANS PROVIDED BY THE CITY OF ORONO. 3. THERE MAY SOME UNDERGROUND UTILITIES, GAS, ELECTRIC, ETC. NOT SHOWN OR LOCATED. FLOOD INFORMATION: BY GRAPHIC PLOTTING, THIS PROPERTY IS WITHIN ZONE "X" OF FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 270760306E WITH AN EFFECTIVE DATE OF SEPTEMBER 2, 2004. ZONING & SETBACK *ALL ZONING AND SETBACK INFO PER TVLSTUDIOS ZONING: RR -1 B SETBACKS: FRONT/STREET: 50 FEET SIDE: 30 FEET REAR: 50 FEET CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 "Que COPY A 11 Suite #1 6750 Stillwater Blvd. N. Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dan@ cssurvey .net CORNERSTONE LAND SURVEYING, INC. FILENAME 4SURVTVLOl -201 7SITEPLANUP PROJECT NO. TVL16001 RECEIVED PROPOSED IMPROVEMENTS APR 0 7 2017 SURVEY I, 2Z© i3mcxei45 PI- Irl CITY OF ORONO 2017-00355 l,G•nd UPL Ptah LEGAL DESCRIPTION: HANNAFORD The land referred to is situated in the State of MN, County of Hennepin, and is described as follows: (PER DOC. NO. RESIDENCE Parcel 1: That part of Lot 2 and vacated portion of Center Avenue described as follows: Beginning at the intersection of the Westerly extension of the Northerly line of said Lot 2 with the Northerly extension of the westerly line of Lot 3 thence Southerly along said Northerly extension of said Westerly line to the Southwest corner of said Lot 2; thence Easterly deflecting to the ORONO, MINNESOTA left 90 degrees 46 minutes to the shore of Lake Minnetonka; thence Northerly along said shore line to the Northerly line of said Lot 2; thence Westerly along said Northerly line of said Lot and the same extended to the point of beginning in Rearrangement of Orono Point, according to the plat thereof on file or of record in the office of the Register of Deeds in and for CONTACT: said County. (Certificate No. 656982) TRAVIS VAN LIERE Parcel 2: The South 100 feet of Lot 1; That part of Lot 10 and TVLS LANDSCAPE ARCHITECTURE that part of Center Avenue as platted but now abandoned, 211 IST STREET NORTH #350 described as beginning at the Southwest corner of Lot 2; thence MINNEAPOLIS, MN 55406 Northerly along the extension of the Westerly line of Lot 3 to its PHONE: 612.760.094 intersection with the extension of the North line of the South 100 EMAIL: travis@tvistudio.com feet of Lot 1; thence East to the Northwest corner of the South 100 feet of Lot 1; thence Southerly along the Westerly line of Lots 1 and 2 to the place of beginning; lying North of the Westerly extension of the South line of said Lot 1; all in Rearrangement of Orono Point, according to the recorded plat thereof on file and of record in the office of the Register of Deeds, Hennepin County, COUNTY/CITY: Minnesota. (Certificate No. 656981) -6 HENNEPIN Parcel 3: those parts of Lots 2 and 3, Rearrangement of Orono C O LJ IV TY Point, according to the recorded plat thereof, described as follows: Beginning at the Northwest corner of said Lot 3; thence southeasterly, along a line drawn at an angle of 64 degrees 33 C 1 TY O F minutes 30 seconds from the westerly line of said Lot 3, as measured from south to east, to the shore of Lake Minnetonka; U r J thence northerly along said shore, to an intersection with a line drawn from the point of beginning, at an angle of 90 degrees 46 City of Orono minutes from the westerly line of said Lot 3, as measured from Planning & Zoning Plan Review ¢` the southeast to northeast; thence southwesterly, along said line site Plan Review Date: so drawn to the point of beginning, APPROVED ❑ APPROVED WITH REVISIONS (see notes) EASEMENT NOTE: 0 DENIED C -�- Staifi ��I NO TITLEWORK WAS PROVIDED FOR THE PREPARATION OF THIS SURVEY. ADDITIONAL EASEMENTS OF WHICH WE ARE UNAWARE REVISIONS: MAY EXIST. DATE REVISION DESCRIPTION NOTES: 02-03-16 INITIAL ISSUE } 02-19-16 FIELD UPDATES THE ABOVE LEGAL DESCRIPTION WAS TAKEN FROM WARRANTY 03-08-16 CITY REVISIONS DEED DOC. NO. 3176023. IT APPEARS THAT PARCELS 1 AND 2 03-10-16 TOTAL AREA UPDATE HAVE BEEN COMBINED UNDER CERTIFICATE OF TITLE NO. 04-05-16 EXISTING PATH REMOVED 1027352. PARCEL 3 IS LISTED AS ABSTRACT PROPERTY. IT IS 04-04-17 REVISE PER LA PLAN CLEAR THAT A PORTION OF PARCEL 3 DOES REMAIN IN ABSTRACT, BUT A PORTION MAY BE COVERED BY CERTIFUCATE IF TITLE NO. 474127. IT IS UNCLEAR IF THAT CERTIFICATE HAS BEEN BROUGHT UP TO DATE. PLEASE CONTACT TITLE PROFESSIONALS AND/'DR LEGAL COUNSEL FOR REVIEW OF THIS MATTER. CERTIFICATION: AREA: I hereby certify that this plan was prepared by PARCEL AREA = 49, 721 SQ. FT. ± / 1 .14 ACRES ± me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the laws of the state of Minnesota. TITLE NOTES: I NO TITLEWORK WAS SUBMITTED FOR OUR REVIEW. Da lel L. Thurmes Registration umber: 25718 Date: -02-03-1 6 ---------- TITLE NOTES: TIER 1 PROJECT LOCATION: BENCHMARKS BENCHMARK: STANDARD DISC SOUTHEAST CORNER BRACKETTS POINT ROAD BRIDGE NO. 7258. CSAH #51 CRYSTAL BAY @ NORTH ARM BRIDGE= 947.21 PID#1111723320018 SURVEY NOTES: 1. ORIGINAL SURVEY PREPARED BY KIM A. REAUME OF PRECISION SURVEYS. 2. UNDERGROUND UTILITIES SHOWN PER VISIBLE FEATURES AND AS-BUILTS PLANS PROVIDED BY THE CITY OF ORONO. 3. THERE MAY SOME UNDERGROUND UTILITIES, GAS, ELECTRIC, ETC. NOT SHOWN OR LOCATED. FLOOD INFORMATION: BY GRAPHIC PLOTTING, THIS PROPERTY IS WITHIN ZONE "X" OF FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 270760306E WITH AN EFFECTIVE DATE OF SEPTEMBER 2, 2004. ZONING & SETBACK *ALL ZONING AND SETBACK INFO PER TVLSTUDIOS ZONING: RR -1 B SETBACKS: FRONT/STREET: 50 FEET SIDE: 30 FEET REAR: 50 FEET CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 "Que COPY A 11 Suite #1 6750 Stillwater Blvd. N. Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dan@ cssurvey .net CORNERSTONE LAND SURVEYING, INC. FILENAME 4SURVTVLOl -201 7SITEPLANUP PROJECT NO. TVL16001 RECEIVED PROPOSED IMPROVEMENTS APR 0 7 2017 SURVEY I, 2Z© i3mcxei45 PI- Irl CITY OF ORONO 2017-00355 l,G•nd UPL Ptah