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HomeMy WebLinkAboutRe: revised surveys Melanie Curtis From: EJ Wirtz <ejwirtz©sathre.com> Sent: Monday, December 28, 2015 1:06 PM To: Melanie Curtis Cc: Dave Pemberton Subject: 190 Orchard Road Attachments: COS- 190 Orono Orchard Road- 122815.pdf Melanie- Attached is revised survey for this lot. I have the existing 964.8 contour in red through the house and labeled to the north of the house. I also have the existing 963.8 contour in purple, hoping that we can count that foot of fill to bring it up to a finished grade of 964.8. I also have the perimeter calculations next to the proposed elevation table.A thought that I had going through this process was do I have to account for the common wall between the garage and basement as part of the perimeter?This area will not be exposed anyway and if do not have to account for it then I will end up with 86' in the ground (52.1%) and 79' out of the ground (47.9%). Let me know if any of these options work and thank you so much for your help on this one. Thanks, E.J. Wirtz—Survey Technician Sathre-Bergquist, Inc. 150 South Broadway Wayzata, Mn. 55391 Ph: 952-476-6000 Fx: 952-476-0104 The electronic data conveyed by SATHRE-BERGQUIST, INC.is sent for the recipient's reference only. This material is copyright protected. The recipient agrees, by his receipt of electronic information,to not alter the electronic data. The recipient agrees by his receipt of this data that the information contained in the transmission may be changed without notification of the recipient. This electronic information is not the certified version of a plan. Recipient agrees to hold SATHRE-BERGQUIST,INC.harmless from any and all claims. SATHRE-BERGQUIST,Inc.makes no representation or warranties, expressed or implied,with respect to the reuse of the data provided herewith,regardless of its format or the means of its transmission.There is no guarantee or representation to the user as to the accuracy,currency,suitability,or reliability of this data for any purpose.The user accepts the data"as is"and assumes all risks associated with its use.By acceptance of this data,the user agrees not to transmit this data or provide access to it or any part of it to another party unless the user shall include with the data a copy of this disclaimer.SATHRE-BERGQUIST,Inc.assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data. veincrei 50,7vel9 10-(471,1,4.I li 4/ wI I-- Lt- i p>"), 1 Melanie Curtis From: Melanie Curtis Sent: Monday, December 28, 2015 11:56 AM To: Dave Pemberton Subject: basement Basement means that portion of a building that is partly or completely below the existing ground level. A basement shall be considered as a story for purposes of determining the number of stories in a building, when the finished surface of the floor above the basement is more than six feet above the existing ground level for more than 50 percent of the basement's perimeter. The perimeter of the basement does not include portions of the house or garage that do not have a lower level but are merely "unexcavated". Artificially raising the grade adjacent to the foundation of a structure (by filling or by a combination of filling and retaining walls) above the surrounding natural terrain shall not be allowed as a method for converting a defined story to a defined basement, regardless of any other benefits to the property of such actioninished grade that increases more than one foot from existing ground level shall be considered as artificially raising the grade. However, artificially raising the graawhen suchi`aaion merely restores a previously excavated site to its original natural grade may used as a method for converting a defined story to a defined basement. Melanie Curtis, Planner Direct 952.249.4627 Planning &Zoning Office 952.249.4620 2750 Kelley Parkway, Orono, MN 55356 t° 2750 Email: mcurtisaci.orono.mn.us Website: www.ci.orono.mn.us I 7 , 1 L--1/ 1 ... -, xl -- Lte- i> 1 o xl .;-) -71-:-.-.7- i -7 c>, •c) 0 .....----------- 066.0x ,--.-,,,- 1 , 1 .., V r\CO c_o • i ...------- --...,• 1 .... 1 i----- 7 • ... ---- r\y--, 1 i 1 i/ C51'.., ---- 1 1 --.7 I t (at i / 1 ---r t i 1 ..----- ..addillk, I t / 1 i\ 1 00- • v::;:'W i 0P!!;1 / 1ft , • - ,ADDIIIIIII!!!!!!!:Fii:21:4,c 11::iiiil 111 .10111iliolt!!,!-1r7: ! !!!Dpi!iit ; :,.,411!!!!!tl!li, 9 / , c) x .. .:.:.:.:1;::;: / ,k.-:• •:: •••• • .: . .•• • • ••• ':.:.::-!_i!!!1!!!' i!i !!!!:!!!!!1!!!!!!!!!!!......--'-!...::.141:::,•-kt,'' ':!;!i;:NIF‘Agi'-!•,1111!!!!!!!!!!:!!!.!!!!!!"!!! !!!!!!!!!!!!! ''- !!!!1. !1•4.7:'' ,111- / :•?!_in! 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't 1 ://\S‹. ... ......j 03,C,N.....0 -CI ---______ / , c° ‘. ---n / ,/ ,--1 co , OD 7" 'Cji 1 1 z ,4.3` • , , ‘ ...---- !V y ------ 1 l (4, ,-- c _._ ......,..._ . laza " I . _ . j / \ i�� /� �`J T °rte / (------+-- \ �- �� / /96Y J \PET /2---Contour U e0'Co,Basement Calculation 96481 MD IPI"PINCH / / ( ) �7Ibs63s \- --Eptin9.96ae'fo Be Filled O�Fom(P s ).--960- S89°51'02"W 539.00 i p� _P+OpvNed S1hEe .1' �.I i h h\ p i,-^-' °j- / din '�' \N IL AtIC _ I6.o rr I-II / 'A OS/1i Oh I I I �1V �9J \\ 4965 O•��5 \),J _� �Ie e �, _ se I I 1 _..--_1__ __ \ ' ILDItIM SETBACN� a^_t , -7,'-''' ---_ `_... V /1 / / 1W $I.l\ fI I t .3� x(950 �+ / / I� I ---7,---.-__50_,\.--- •-y' 1 i ,1 (/ -,z,\ WET-I / µOs Prosed tilt v Y q . 1 {� Pr posed House `o (/ IpII A ,, O O '`bb.sf / I7,g,T�}°j6� :'�\\7 4S I� \ ��\. � q 969.8) V11.7 J` \ 1-9 I .-f .. " 9 f \'<.O ` T N(970J) \ -e 1 O I \ I a �' 6\ FFE 70.8) m Wore Th Exposed \ O / II 18 I \\ i I '''s x\\BFE(60.1) Mere Than 6 Feet 99 Feet x\ \\ ) M S \ _ -� / / 2D \ F' �^ \ . mdQ�) __,%---A-\ WET I.1 \ \ \\ WETLAND o O / / _a_-} 4,-„,,74,.,,,,,,. , yFf.- BU sET�ACK E 'v1" \� O -, f .Al rn 1 I \ \ TYPE - MANAGE 1 / /8/ f I lay . IRA _ 1"Ina . 1 *:N„evs t^r \ / \\ / 37.0 N q -- I ml ,WET I-6 & \ ox s st 70�rN�W Jie.m n 6 t„,%0''.,> ‘s ,•,\t. \1� '\�'4 �R Ev s-s-u -'-'\ N\\ ..AI - h O" ) T I-5 \ ([ D5/ , \ A I SJ \c'r,p •. \- , �n•)'lv2X(9885)'-'7'\h\, o'aS�aJi I?�_ I N WET 1-1 N qgs\ \ \ •� O'`9 ^ / ` (v-2 1 ® \ P .=.,'\ ,'--Proposed Silt Fence 47, 6 yo X19° 9at`r;r p,'rni-. ,�\ i C,:1' \ x•sas) \\`_\i \ \ N \ \•t,°sem F \ , 1 \ zDx IN -- \,-, S� �� , \ s 8.13) o __ -\ S89°02'30"E 498.11 - L�--�/ )' \ `\ /� '1 ---- -Rock _ ` �\ T 3 \ /-- Fnowl/z•RNCH \ /�- �� -Rock Constr .tion --_ 96 moo-- .o e Entrance - / gp17' �-Y1 SAN.SERVICE J 6 t �p(T�° 5 • \ loo % f--- -' I \I - I - - - - - - ----^ •,_ - - - • _ _ ,O / 'y / _ _ BITUMINOUS bl \ < < e X358"HOPE PERS CITY RECORD�FD PLANS/ / WOOD IILL AVENUE MD PK NUL - Eisting2, Tti p6`+ i< < /< < < < <I < < 951.0 - - driveway . / I / \ I Woodhill -/ / ' ry _IP \ ` \ / `Ave. ( .. .:• \ BITUMINOUS - - BITUMINOUS 910) MD IP 202 7125 A I I r\ I T/1 7, 11 I ,ii_?, 2 r\ 9623 t\ I /-S / - \ /-\LJ LJ I I \-../ I \ '' Ll I N \-/ . L.' /7 - - DESCRIPTION OF PROPERTY SURVEYED Lot 48,ORONO ORCHARDS,according to die recorded plat thereof,Hennepin County,Minnesota Offset Irons Basement Calculation(Using Existing 964.8) �'kli)STANDARD NOTES (elevation..re to the top or pipe) Total PerYrteter at or Under Existing Contour 984.8=113.0 Lin.Ft. TES 71=005 m OS 02-000.15 Total Perimeter Over Existing Contour 961.8.a 99.0 L1n.FL 1 7 I) Site Address:190 Orono Orchard Road,Orono,MN 55391 OS 63.97161 0S7J-965.43 Total Perhneter•212.0LIn.Ft. Vim/,7 SURVEY LEGEND 21 FMN Lem Information:This properly appears to lie in Zone X(Areae outside the 1-percent annual chance floodplain areas of I%annual chance sheet now flooding wlwro Total Percentage Bebe Existing Contour 964.8 W 53.3% NO R S a depths are less ilamlfuuL area of l•.annual chance stream flooding where the ctmtributin drainage PROPOSED ELEVATIONS 0 CAST IRON MONUMENT A/C UNIT nage m R x ge area is leas than I square mile,or areas pnneeted from me 1: Basement Calculation(Using Proposed 964.8) I )BITUMINOUS arcual chance flood by levees.No Bax Flood Elevation or depths are shown within this zone.Insurance purchase is not required in dose zone% )per Flood Insurance Rate Map, Total Perimeter at or Under Existing Contour 984.8=99.0 Un.FL cm=sra..p0Nvo o teae911 ® CATCH BASIN 0 CABLE TV PEDESTAL crv-CABLE TV Community Panel No.27053C0306E,effective date of September 2,2004. Garage Elevation =969.8 Feet 4 FLARED END SECTION m ELECTRIC TRANSFORMER CONCRETE CURB Top of Foundation Elevation =970.1 Feet Total Perimeter Over Existing Contour 984.8=113.0 Lln.ft. P D4 GATE VALVE m ELECTRIC MANHOLE CONCRETE 3) Parcel Area Information: Oross:67,233 sq.It-I.544 acres Main Floor Elevation -970.8 Feet Total Per •212.0 Un.FI 20 10 0 10 20 40 < GUY WIRE m ELECTRIC METER ,Total Percentage Below Existing Contour 964.8=48.7% ---aro- CONTOUR EXISTING Basement Flour-Walkout -960.1 Feet 4) SIN ElevaNse:Elevations are based on MN/DOT Geodetic Station Name:11336(ELWELL MNDT)which has an elevation of:980.175 feet(NGVD29). SCALE IN FEET V HYDRANT m GAS METER =_-Y CONTOUR PROPOSED - 0 SURVEY MONUMENT SET m GAS VALVE -DRAIN TILE 5) Zoning Information The current Zoning for doe subject property is RR-IB(One Family Rural Residential)per the City ofOrono's zoning map dated March 2011. My to Sunny ItrdormarItem(Describe) Length a Width Total figure Feat) • SURVEY MONUMENT FOUND GUARD RAIL a.c-ELECTRIC UNDERGROUND PrincipalSwctae Setbacks- Front:50 feet(Road) (Example) (Garage/ (24x 3D') (7705.F. A SURVEY CONTROL POINT ® HAND HOLE r x-FENCE Side:50 feel A House MSC 1,947 S.F. gg'J *, I� LIGHT POLE 0 SOIL BORING -60 FIBER OPTIC UNDERGROUND Rau 30 feet a Garage Mist 755 S.F. '�A,j 4 ,,. , 'L., POWER POLE TREE CONIFEROUS -ons-GAS UNDERGROUND HardcoverrTia:Exempt C Front Porch 953x5' 250 S.F. m`) `' • 1 1) SANITARY MANHOLE TREE DECIDUOUS OVERHEAD UTILITY D Bads Covered Partin 14517 247_4_1_5. , ", C 0 SANITARY CLEANOUT m TELEPHONE MANHOLE IH{IIIIH 444++RAILROAD TRACKS SIGN M TELEPHONE PEDESTAL E Dedt 14512' 156 S.F. y ="' 'j ' I -e- >-SANITARY SEWER Please sole that the general monitions ions for the subject pmpeny may have been amended through a city pmsess.We could be unaware of such amendments if they are nut m a - �^ \ ; 0'I S GROUND ELEVATION TRAFFIC SIGNAL > STORM SEWER recorded document provided to us.We recommend that a zoning letter be obtained from the Zoning Administrator f dile current restrictions for this site. F Driveway Mu 3'921 S.F. N •yv> -To rtt-TELEPHONE UNDERGROUND(1)TotalProposed Hardcover 6,276 S,F, O T ® STORM DRAIN ® UTILITY MANHOLE ExdttdablelydWeer(See Oty Code Sec 7g• ;r. f' Y -un UTILITY UNDERGROUND 6) Utullaa:We have shown the location of utilities on the surveyed property by observed evidence only.There may be underground utilities encumbering the subject properly we ® STORM MANHOLE m UTILITY PEDESTAL are .Please nae that we have not placed a Gopher State One Call for this survey.There may or may not be under®orad utilities in the ma E I Deck 100 S.F. S 1 s 0 YARD LIGHT WELL WATERMAIN mapped area therefore extreme C .. i -<--20(''''' M caution must be exercise before any excavation takes place on or rear this site.Before digging,you are required by law to notify Gopher State One Call at least 48 hours in 2)Toto ExdudaWe ferdehver 100 S.F. A v - a _-�� A advance at 651/454-0002. (3)Net Proposed Hardcover(Subtract IIee(2)from line(1)J 6176 S.F. L :.. werz.ATA P DS 783 Total Lot Area 6S.F. E 1.1-3 a, Proposed HerdmNer Percent ge((3)1(4)1 9.18% % SELDOM,/ N0. By DATE REVISION USE(INCLUDING COPYING,DISTRIBUTION,AND/OR CONVEYANCE OF )I hereby certify that this survey,plan or report was prepared by me or TWP,117-RGE.23-SEC.02 LANE 2 JML 6/1512015 Revised prop0e6d driveway location INFORMATION)OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT under Iv dl was stn FILE NO. y !the M that 1 am a duly Licensed Land Surveyor Ee a� HENNEPIN COUNTY Certificate of Survey DRAWN 3 JML 7/152015 Added proposed elnaamgredes SATHRE-BERGOUIST,INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT under the laws !the State innesota. `x' F, a0995-005 DBP 4 EMW 10/212015 Reeled Proposed Hep SAID AUTHORIZATION CONSTITUTES AN ILLEGITM8ATE USE AND SHALL THEREBY air =';'`----'s , SAT H R E-B E R G Q U I ST, INC. PROJECT crrv: _ cg cseo 5 EMW 10/29/2015 Revised Footprint INDEMNN•1'SAQUIST ERGOUIST,INC.OF ALL RESPONSIBILITY. Dated this Tl0 yon May, 1 � ORONO, PREPARED FOR: 1 SATHRE-BERGOUIST,INC.RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE 1 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)478000 DBP 6 eav 11/1012015 Added WStdOw Well USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING �_a�AD c-*�hFnrDn� .P MINNESOTA DATE 7 D2B 12/14,2015 Stared House n FNM �c„, ? FROM ILLEGfI1MATE USE. David B.Pemberton,PLS Minnesota License No.40344 e 00811/15 5 EMW - 1528/2015 Reap.eleveaon%WM*r pemberton@sathre.com FRS IT ohm Brunello _ 1