10091-001-014 SUP-SITEPLAN - OPT.3.pdf

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I I DEVELOPER I,,,NORTH WEST g`ORNER OF THE NORTH 1/2 OF THE 5E1/4 I y�tl I i--NORTH LINE OF THE SOUTHEAST 1/4 OF SECTION 17,TOWNSHIP 30,RANGE 23 NORTHEAST CORNER OF THE NORTH 1/2 OF THE SC1/4©- rties,Inc. o N 1918.15axw.er.vn x ..a..... " 22000Id Hig`‘ Murlowski hway NO 8NW tr STORM MANHOLE I 895319E (UNABLE TO x I` 4 x x �3-x x \ _ �, �� — « Ia" —.,1,ZZ:,ZL' I «w ::< << `u.�o —5 07. 0,Z em mame. —d_ea—.w x Aauoa_'m m ea—d m .r — —.v—sa of.. a.. ... d.,. h Tr r New Martk Murlowski 8 -(7 gN 40.7 7 R _— — — —..—..—..—.. ..—_ _—.. --:: a.....a .—_— —.. s rut ov, �- f ,4 .. Tel.23964213W I� v Ins mr y q I Email:mark murlowskt@baton us.com 1 R ,I I • .ROADWAY 9.1W tmatn ° M VI 1 d ✓ \z, ! 1-'' 1 I nil el ,.q �___�_.M ____ 'f� N_ I ENG1NEER/LAND SURVEYOR \ 36I2I O °e a MEE MEWL.x..uaa.°auna MONITOR WELL o°PARCEL A o -� S69 53 19w ao6.70 p —�' a �.. .� O Sathre-Bar st,Inc. ____ gqui w 3' t --Pr _ (N89'33'16"W) °�\ 150 Broadway Ave.S. 33°05'1I" N89°53'9"E 541.45 I 3 Wayzata,MN 55391 o r1111111 R,1�3 ' L_—.�-- s — — --.�—R.�—.:a.— —na. 600/0/0 O n aD Engineer:D.Schmidt ,CO d _ --'-\4735, SVPi nT�� N —R �{ O GC 3 _ S88°1E1667 .3 R I aural Pembrronpamreepm O z p9- TRACTzo _ - Ti — �\ II Gic1 — 1 r COW...mow"A.. ' a `++.. rreederuoror _o o R ""' /g5\ .�aa GCT �-,.� Nov - `VON '\\ 01311' � p E• LLO°O /}"/ '`cy '\ x x r w�con mAas Z TI"^ auumAo mAcxs k•�__ i Z O / b / -Oi \ _ _ s LO W r Lo Oi INV= `� _ _ - « - II N_ PROPOSED DEVELOPMENT r v-NORTH LINE OF THE SOUTH 50 ACRES OF THE NORTH 1/2 OF THE SE 1/4 OF SEC.17 " /x o ►� i .o'> x r O r � 0 / INFORMATION —"_>—� 55.49 13079019 S89°53'19"W 700.00 zpning: L-I igntmammap—it 7/ / S8 54'07"W I0rO N89°53'19"� SOUTH LINE OF THE NOR 30 ACRES OF THE p °SOUTH LINE OF THE NORTH 30 ACRES OF ( .s- 49.5 THE NORTH 1/2 OF THE SE 1/4 OF SEC.17 YO */y i C‘I ��s' �° O O NORTH 1/2 OF THE SE 1/4 OF SEC.17 Front Yard: 40 kit " +*°" \ ,,, O Side Yard: Is feet :/ — II. p laJ Rear Yard. 20 fet / */ /�`"'/ PIP-.OZ �,-\\ ^a w _ BuildingHeight i 0\ " / +/ /A' sr / !" i1 RUSH vc..°`"�//f69° 4= 589°540---1044755`2 L.a<—ea.vo��ve=VY cp.00 O I©R BLt 40 feet g. / �4 --� N89°53'19"E 300.00 0 5MH Lot Coverage: 0.4 percent-Istory p +/ /� 50 1 I O O v=910.] 0.6 percent-2story x r-898.5 _l Ilple / 8 O V) / O a NORTHWESTERLY RIGHT-OF-WAY LINE OF -- +/+ +/ �// I (n 1 THE UNITED STATES GOVERNMENT RAILROAD )// / I/ / #,-4. {-- x -,,,,,/' eS j'� j g PARCEL D / �'�' I TRACT 35 +/ /� J I :x ,1 �51 )5 It I�z% PROPOSED LOT INFORMATION x / \\1 'Ct J�'S�' { SITE IS MIXED GRAVEL,NATURAL VEI3ITATION + 4p // ti4 J v0 i + / G /P \ I Lot 1: Area: 151447,019 sq.ft - 3.219 acres I ti� ✓° a Lot 2: Area:1,447,019 s9.ft. -33.219 acres +III / / i I DESCRIPTION OF PROPERTY SURVEYED a 6 Fence ties are shown on the ` side of the boundary line that 0°tlo[A: Area: 43,463 sq.ft. - 0.998 acres � ` / �,, RIW: Area: 8,747 sq.ft. - 0.201 acres i ,o II Exhibit the fence is located on. m +/ /� P \ g�LL (Old County Road No.8) �� Parcel A: y 4V % / / _ I That part of the North 30 acres of the North Half of the Southeast Quarter of Section 17,Township 30,Range 23 in Ramsey County,Minnesota described as C I - PONDING EASEMENT PARCEL)-- follows: J + / 'f DOES NOT AFFECT PARCEL / \ Commencing at the Northeast corner of the said North Half of the Southeast Quarter:thence South l degree 16 minutes 06 seconds West along the East line / thereof a distance of369.29 feet;thence North 89 degrees 33 minutes 16 seconds West a distance of 697.13 feet;thence North 00 degrees 26 minutes 44 North one hundred fifty(150)feet,thence 1 "_—. /1 // • seconds East a distance of 150 feet to the point of beginning of land to be described;thence North 89 degrees 33 minutes 16 seconds West a distance of 406.70 West four hundred six and seven tenths(406.7)feet;thence x "' eeo elseoR' �a, d I It feet;thence continue Westerly on a curve to the left having radius of 1473.57 feet for distance of 851.87 feet to the South line the North 30 acres of said m -/ / ,// North Half of the Southeast Quarter;thence Westerly along the South line of the North 30 acres of said North Half of the Southeast Quarter;to the Wert line of Deflecting to the left on acurve of fourteen hundred sevenry[hreeand fifty seven hundredths l3473.57)feetradius,netts Angle 89 degrees 42 minutes,Loa p e __, I 4 L ) said North Halfof the Southeast Quarter,thence Northerly on said Wert line to the Northwest corner of said North Half of the Southeast Quarter;thence point°n the 5°uthline°f the North 30 acres°f the North Half°f the 5°utheast quarter lN'h SE M);thence I / / �� Easterly along the North line of said Southeast Quarter to its intersection with a line drawn Northerly from the point of beginning and Parallel with the East line East on the South line of the North thirty(30)acres to the centerline of United States Highway No.8;thence "p > �%\ of said North Half of the Southeast Quartet thence Southerly along the last described line to the point of beginning. / // °°j/ ',%`1 I North eighty(80)feet to the beginning. Excepting therefrom the East 600.00 feet. ;' 0 / ; ,I Tract Number 35, I h Parcel B: That artounty,South 50 acres the North Half Of the Master NXSEX Of Section Seventeen 17 TownShi Thirty 30 Range Three 23 l / / �/\' % I •N�„I`2, p Q I I 1 ), p v( 1, e Twenty f I, x O R t The East 600.00 feet of the following described property: Ramsey County,Minnesota,described as follows: /, / wry' / I I ) That part of the North 30 acres of the North Half of the Southeast Quaver of Section 17,Township 30,Range 23,in Ramsey County,Minnesota,described as Beginning at a point on the North line of the said South 50 acres of the said North Half of the Southeast Quarter(N%SE 16)of said Section 17,which point is / / follows: en hundred 17001 feet West of the East line of said Quarter Section;thence / ,,SIP pI"' Bearings are based on the Ramsey County / ��0' Coordinate System(NAD 83-1986 adj.) Commencing at the Northeast corner of the said North Half ofthe Southeast Quarter;thence South ldegree 16 minutes 06 seconds West along the East line South and parallel with the said East line of said Southeast Quarter of Section Seventeen(1]),a distance otone hundred twenty seven and two hundredths 7�h I thereofa distance of 369.29 feet;thence North 89 degrees 33 minutes l6 seconds Westa distance of 697.13 feet;thence North 00 degrees 26 minutes 44 (127.02)feet to rho point which is six hundred fifteen 1615.WIfret South of the North line of said Southeast Quarter of Section Seventeen(171;thence If } seconds East a distance of 150 feet to the point of beginning of land to be described;thence North 89 degrees 33 minutes 16 seconds West a distance of 406.70 100 50 0 50 100 200 I feet thence continue Westerly on acurve to the left having radius of 1473.57 feet for adistance of 851.87 feet tcthe South line of the North 30 acres of said West and parallel wish she said North line otsaid Quarter Section,adistance Of four hundred eight and ninety one hundredths(408.91)feet too point;thence I North Half of the Southeast Quarter;thence Westerly along the South line of the North 30 acres of said North Half of the Southeast Quarter:to the Wert line of Southwesterly along a curve to the left with a radius of one thousand seventy three and fifty seven hundredths(1073.57)feet to the point of intersection with '/ x� �� / 111 / said North Half of the SoutheastQuarter,thence Northerlyon said West line to the Northwest corner said North Half of the Southeast Quarter;thence the South line of the North Half of Southeast Quarter NXSES of sold Section Seventeen I7 thence + P' I SCALE IN FEET I1 ) ( ), Easterlyalongthe North line of the said Southeast Quarter to is intersection with line drawn Northerlyfrom thepoint of beginning andparallel with the east ,,,,,,,,/ <• 8 8 West along the South line of the North Half of the Southeast Quarter(N%SEA)of said Section Seventeen(17)a distance of four hundred eighteen and thirty t� Tine Of said North Half Of the Southeast Quarter;thence Southerly along the last described line t0 the pain[of beginning. nine hundredths(418.39)feet to a point of intersection with a curve with a radius of fourteen hundred seventy three and fifty seven hundredths(1473.57)lost —''01' ,may s_R---,7— "i"O9" in---- — -� — — — I — — — — — — I — _ Excepting therefrom the East 406.70 feet. which curve has the same radius as the first mentioned Southwesterly curve;thence 589°57 09 W 386.E I Parcel C: Northeasterly along a curve with a radius of fourteen hundred seventy three and fifty seven hundredths(1473.57)feet and a parallel with the said first 7-SOUTH LINE OF THE NORTH 1/2 SOUTHEAST 1/4 OF SECTION 17,TOWNSHIP 30,RANGE 23 The East 406.70 feet of the following described property: mentioned Southwesterly curve a distance of one thousand and thirty one and thirty one hundredths(1031.31)feet to the point of intersection with the North That part of the North 30 acres of the North Half of the Southeast Quarter of Section 17,Township 30,Range 23 in Ramsey County,Minnesota,described as line of the South 50 acres of said North Half of the Southeast quarter(N X SES)Of said Section Seventeen(17);thence SURVEYLEGEND NOTES follows: East along said North line,twelve hundred sixty and seventy seven hundredths(1260.77)feet to the point of beginning. 1) Site Address:22000Id Highway No.B,New Brighton,MN55122 C . Commencing at the Northeast corner of said North Half of the Southeast Quarter;thence South degree 16 minutes 06 seconds West along the East line Excepting: • CAST IRON MONUMENT WOE WALKOUT ELEVATION (BITUMINOUS thereof a distance of 369.29 feet;thence North 89 degrees 33 minutes 16 seconds Wert a distance of 697.13 feet;thence North O degrees 26 minutes 44 The Southeasterly 100 feet of the USA Railroad right-of-way in the North Half of the Southeast Quarter IN X SE S)of Section Seventeen(17),Township Thirty El CATCH BASIN FFE FIRST FLOOR ELEVATION BUILDING SETBACK LINE seconds East a distance of 150 feet to the point of beginning of the land to be described;thence North 89 degrees 33 minutes 16 seconds West of a distance of (30)North,Range Twenty Three(23)West of the 4th Principal Meridian,described as follows: 2) Flood Zone Information:This property appears to lie in Zone X(area determined to be outside the 0.2%chance floodplain per Flood Insurance Rate Map, 406.]0 feet;thence continue Wetted g a radius 4 FLARED END SECTION GFE GARAGE FLOOR ELEVATION —cry— Y on a curve to the left having of 1473.57 feet for a distance of 851.87 feet to the South line of the North 30 acres CABLE TV Community Panel No.27123C000OG,effective date of June 4,2010. of said North Half of the Southeast quarter,to the West line of said North Half of the Southeast quarter,thence Northerly on said West line to the Northwest Commencing at the East Quarter corner said Section Seventeen(17).thence C GATE VALVE TOE TOP OF FOUNDATION ELEV. CONCRETE CURB corner of said North Half of the Southeast Quarter:thence Easterly along the North line of said Southeast Quarter to its Intersection with a line drawn Northerly South 00 degrees31 minutes 25 seconds East,assumed bearing,along he East lineof the Southeast Quarter of said Section Seventeen(17) distance of four < GUY WIRE LOE LOWEST OPENING ELEV. I; ° .'�CONCRETE 3) Parcel Area information: Gross Area:1,654,978 s.E-37.993 acres from the point ofbeginnin a gta 747 s.f- 0.201 acres Highway ) Band parallel with the East line of said North Half of the Southeast Quarter; the last described line the hundred and ninety five 1495.WIfeet thence "Cr HYDRANT (Cl CABLE TV PEDESTAL �-ss CONTOUR EXISTING R/W Area: 8, (Old Hi h No.B point of beginning. O SURVEY MONUMENT SET I] ELECTRIC TRANSFORMER CZ, CONTOUR PROPOSED R/W Area: 57,543 s.f- 1.321 acres(Road Easement-North Side) South 89 degrees 53 minutes 24 seconds West and parallel with the North line of said Southeast Quarter,a distance of seven hundred(700.W)feet;thence • SURVEY MONUMENT FOUND 0/ ELECTRIC MANHOLE GUARD RAIL Net Area: 1,588,688 s.f-36.471 acres. Parcel D: South 00 degrees O6 minutes 36 seconds Eartadistance of one hundred twenty(120.WIfees thence That part of the South 50 acres of the North Half of the Southeast Quarter of Section 17,Township 30,Range 23,Ramsey County,Minnesota,Mng Q SURVEY CONTROL POINT © ELECTRIC METER Dr—DRAIN TILE 4) Benchmark:Contours shown hereon are derived from GIS data as the site is actively changing.Topography shown along east side where the new access road is Northwesterly of the Northwesterly right-of-way line of the United States Government Railroad. South 89 degrees 53 minutes 24 seconds West a distance of three hundred(300.W)feet to the point of beginning of the land to be described;thence © GAS METER ELC ELECTRIC UNDERGROUND dwas field located. 0 LIGHT POLE propose Parcel E; Continuing along the last described line a distance of one hundred four and seventy five hundredths(104.75)feet;thence • GAS VALVE —8-8—FENCE Tract Number 19, `T2, POWER POLE OO HAND HOLE Eo FIBER OPTIC UNDERGROUND 5) Zoning Information:We have not received the current zoning classification and building setback requirements from the insurer. a100-foot strip of land in the Northwest Quarter of the Southwest Quarter(NW X SW X I of Section Sixteen(16),Township Thirty(30),Range Twenty-Three Southwesterly alOngatangential curve concave to the south,adistance of thirteen hundred nine and thirty four hundredths l3309.34)fee[,Deka Angle 69 C) SANITARY MANHOLE degrees 52 minutes 43 seconds and a radius of one thousand seventy three and fifty seven hundredths(1073.57)feet to the South line of the North Half of said SOIL BORING —CAS—GAS UNDERGROUND (23),Ramsey County,Minnesota,being 50 feet on each side of the following described centerline: Section Seventeen 1171;thence Q SANITARY CLEANOUT arv0 6) Utilities:We have shown the location of utilities to the best of our ability based observed evidence with evidence from the following lane ✓ TREE CONIFEROUS OVERHEAD UTILITY tY g gsodevdo Beginning four hundred fifteen(4151 feet South of the Northwest corner of said Northwest Quarter of said Southwest Quarter(NW Sted on the centerline South89 degrees 57 minutes 17 seconds West alongsaid South line of the North Half a distance of one hundred five and eighty six hundredths 105.86 feet to SIGN obtained from utility companies,plans provided by Isokic markings by utility companies and odor appropriate sources.We have used this infonnadon reliably developaview Of the United States Highway No.8:thence,East twelve hundred eighty two 1282 feet to the East side Of the right-of-way f the United States Highway NO. g g y ( )rr�� g Y g Y I ) g Yo g Y .6 GROUND ELEVATION V TREE DECIDUOUS I I I I I I I I I RAILROAD TRACKS of the underground utilities for this site.However,lacking excavation,the exact location ofundergound features cannot be accurately,completely and reliably depicted. 10. the pointotlntersettlon wkh acurve havinga radius of 1173.57 feet and concentric with aforementioned curve;thence O TELEPHONE MANHOLE > SANITARY SEWER Where additional or more detailed information is required,the client is advised that excavation may be net submitted Also,please note that Seasonal conditions may inhibitNortheasterlysaid curve distanceotfourteen hundred sixty andsi hundredths 1467.61 feet to the NortherlyMansion of the 0 STORM DRAIN owabili to observe all the utilities located on the subject AGo her State One Call was submitted for this sury Please reference Ticket No's. Tract Number 20: along sat tyse en sixtye M TELEPHONE PEDESTAL > ability visibly ) property. p ey. ® STORM MANHOLE >—STORM SEWER 192490564 and 192491744 for a list ofu[ility operators in this area. That part of the North 30 acres of the North Half of the50u[heas[Quarter(NXSES)Of Section Seventeen ll]),Township Thirty I30I.Range Twenty-three Easterly radial and ine of said aforementioned(104.7thence North 89 degrees 53 minutes 24 seconds East tangent[O said concentric curve distance of one —TRAFFIC SIGNAL TEL—TELEPHONE UNDERGROUND (23),Ramsey County,Minnesota,being a strip of land described as follows: hundred four and seventy five hundredths 1104.75)feet thence O YARD LIGHT 0 UTILITY MANHOLE UTL UTILITY UNDERGROUND 7) Wetland Delineation:The wetland delineation was performedothers and field located based on available flagging the field. South 00 degrees 06 minutes 36 seconds East a distance of one hundred(100.00)feet to the point of beginning. p byo gging in Beginning ata point four hundred and fifteen l415l feet the Northeast of the SoutheastQuarter,ISE X)of Section Seventeen ll]I,Township ® A/C UNIT El UTILITY PEDESTAL I WATERMAIN Thirty(30),Range Twenty three(23),on the centerline of theUnited States Highway No.8;thence North fifty(50)feet,thence WELL West seven hundred(700)feet,thence FIELD CREW NO. BY DATE REVISION USE(INCLUDING COPYING,DISTRIBUTION,AND/OR I hereby Certify that this survey, or report was prepared by me or under my direct supervision and that l am a duly Licensed TWP:17-RGE.30-SEC.23 SUP/SITE PLAN I FILE NO. XXX 1 DBP 10/24/2019 PREPLAT UPDATES CONVEYANCE OF INFORMATION)OF THIS PRODUCT IS Land Surveyor under the laws of the State of Minnesota. �QFLS Sc,?. Ramsey County STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST,INC.'s _ PA 10091-001-014 DRAWN 2 DBP „/„2D,9 FINAL REVIEW q SATHRE—BERGQUIST INC. FOR EXPRESS I ATIONC AUTHORIZATION.NIL USE M WITHOUT S SAID Datedthis 20th yofSep[e r,2018. W N MURLOWSKI INDUSTRIAL ADDITION DBP 3 DBP 12/13/2019 ADD GATE/REVISE 36"STORM SEWER LINE gUTHORIZATIONCONSTITUTESANILLEGITIMATEUSEAND rr�a ' New Brighton 1 CHECKED 4 DBP 12/26/2019 GATE REVISION-NEW RNV LOT 3 SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST,INC.OF 1 i' 150 SOUTH BROADWAY WAVZATA,MN.55391 (952)476-6000 ,1 DBP 5 DBP 2/7/2020 LOT 3 REVISION ALL RESPONSIBILITY.SATHRE-BERGQUIST,INC.RESERVES _ •I ' W W W.SATHRE.COM Prepared for: THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY Mat. C.cw�'kavo �° Minnesota p DATE 6 DBP 3/24/2020 FINAL REVIEW LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David B.Pemberton,PLS Minnesota License N0.40344 0 4'F P�+ 05/25/17 RESULTING FROM ILLEGITIMATE USE. Pemberton@sathre.com RS P V Murlowski Properties,Inc.