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4.a 6 Scandia C1 Partial Topographic SurveyX` 4-1 L I (6 C M U U) I 00 N L!'1 E I U O 0 i i N `X, 1.1 0 Ln 0 N d' \ k OtiD $�State Highway No. 971 31 c °j \p0' W X \ N X 6 0 OGG OG` 7Scandia Trail North / X°y\5 BI T U M I NOUS o � \ otic E kE OF BITUMINOZIS = 5a, `/027 D6x -� =� 0 _x =V- -�°101 INV=1027.20 I / I _ 9 102 otiti /jpj8�/ / �/ I = = I I / / ! i� _o p5 o .......... 1031�SPILLWAY- G / /i i \pL f - / X02 / / I°i �� i ���y�TEL TEL o�\. TEL TEL�1026---a - 7' T i i 03 �1032�j 3 `01 i//i i i�/SIX / 1033 TR �4rR ' TR 6b X GG G 0 X TRS / ' /\O % x\o�� ' X x \ �x x 00 pv Yxx/ - _� _ , f ° 9\ X \ 3 'INv=1029.06 oG5 INV=1031.05 - \pG 6 X \0050 nx\O.Sy. 4036 J10) () vGG6� Approximate Property Line / --- -� L T 0_^O_J44'� X \OGy. tig _� INV=1031.52-1033'' << INV=1028.471030 X - c 1032 - - - - - - - - - -�� Approximate RIW Line X1034 -�0 i' __- TEL - TEL - v05SPILLWAY � �- � TEL � TEL TEL TEL � TEL TEL � - -- G ti � w W TEL - O 0 von �+- TEL - TOL b TEL TEL GI- X- � X -x X \0�'\ p x X (� X 0 o.tio Q LANDSCAPE 1, MONUMENT SIGN /6* �o / 5o Ooh R2 x J x \° J W EO X\055. X\0 �\ a '6" \ i L, otN X 17 1035.6' �G Sn: \ -5.000 �o 0 05TC ax 0 5 x v0 X Nv O xiaG� 006- \ vp05 Vp0 INv=1029.67 . .y�j p0 -103 / \p"5 _-x�---- �.�\ x x / \ / .�OOpaX �6 V00 xV000$ 1036.06 '0� ��OA X X\Q Ono x\p0�6 0 U S 6"TR o0 \O 10 N 6. \ k o \\ X I / / X69_ o oG6tix x LANDSCAP 12 LD oGbk X\°�5a \\\ X\p�k� I �6 \000. 006 M X05 I x I 11 0 x \0 W \ \0�5. \o x • 2"T 00500 $ X V � x \p�\\ h XI0.5k � X�°� / 11 x \0 6 0J �s oy5 \p 65 G R A V E L o -)g \\ X \0 �r \ / p069 • 4"TR J \ X00 „TR v W X �" I 0001 000 , _ t o� x0511 10169 BALLFIELD J x\00g 4 I X w \o,, j° a 1 SES x v0 3j vOG • 4"TR �� wM 9 xl x o x OGN / ° x I 10 0 x \ / / oj�Sao ° X vp'SS ° m 0� 0 /' X v006 ,Lx / 009 006. 015 ' \p r, ° G"S'I �-\° r,-� / 1 x v0� ° U 6� �"STATUE� c n0 1 o vo . o Tc II 6� I/ S u p I I • 2„TR x\0 • 5 TR • 5 T 0�6 \�� r2 TR I N I 0 \p 6° x� °56 O 5 I G /038 8s X \° i= \ w u \ x vSEL¢ wX a2TRV 0-SN ox x 038 � x X a x\006. \006 �^je, 1ti /1246' x\p0 1E6 \� ti SgX / / f o I ,a G 069 0y0' p56. r�o BLEAC ERS BENCH oX GC NG SE\ 00h pS6 p0 / 1 vO -PPR MPP- x v co PER 5 5� / 06 . \ 0 J • 3"TR w jEL • 4"TR M\ N° RD �A TE- n 1037, TEL 6 TEL TEtw TEL u SEL x 1, / A G Vp0S X Vp0 00 \00 0-55 0 x \000 � / p % X�Oo v050` X v �` US STA L xvOGO vpG N 1 RD X / 006. SEL \0°55 0 \ / RD xV0 A �s 6 A006 06 X\1000 x �' 10"TR \OGO. -1034-J / I Ig"7R / / ® �. , \p \00 'S6� L 12"TR / / t 0N x n o TE 6 INV=- / f i x ti F w TEL / 1035 .13 10" � X '� Q / x V°0p � �. � 06 0 4' T _. ' ` � TIREL-TIZ"TR , /p ON / � / / L 9 0 X \OG / • 5' TR 12"TR 12"TR 12"TR I G 2 OD 0 �- 12"TR 0 5 TS x / o / oGD i Q= I 0�� a 18"TR OGD G p5 0� \\ • 5 TR d . 12"TR 6ti / i SMH X I a�� x [ x k 0 2"TR 14"TR x D\ O OG < < RIM=1036.40 h� G-yB. `OGD a 6a \� I�...12"TR pG6� V6b OD?' p 1 G INV=1032.206 Oq C" p0O6 z c� X OG I,"12 2"TR 'TR x\0 x OGO. OOO. x \00 • 6"TR rn x12"TR X r - G0. • II"TR OGG$ w *12"TR / WOOD CHIP PLAYGROUND I M 0 \OOOD l j ^� \ �' ` m \OOa N_ � \00g0 O�F° oV Ag ° \OGG OGa k 00a� \O BALLTETHECOURTS U) GOa I / �O I \ 24 TR 1038- \ ( 00 x. 0 x 6 9 03 >VIA VG I \ TR OG0 ti V ' 7"T a x V %` '\ x V009 ° VOGD `b \ VOOD VOGD 8 0 G6 S X 156 / x \00D ti \ 6 SOG6 0g\ \ \ -� N p7 3gq I N 0 e X \0 8 X \o D 1039 oG$ x \o RD1039 RD \ / A� G �0 � \\ I 1 1038 =1037.92 005 ° ti ' "�'TR J CB CB xv0 •17„TR "��Jl'i Xv0 06 00N© I RIM=1038.12 10,38 8 RIM -1038.40 . j) 0 0 X RD ° RD 18 TR Q 0006 rs x \OG \ `0 6 OGD c� ONO\ �� X OG \ \DO f I OG 44.3 1038 - m B 6„T w 9y� t• /QTR • 7°TR7' TR N J I oQ4 I c> O00a I 't--v.l�' X ego \ i / � \010 N 00�� -OVERHANG /04 \G a\ \ �1 I m rn G X\o X • 6"TR o Da I M a X / 6 \el J 95 / Goa I N X XVO I l� 6,��R •.6"T 0D LANDSCAPE XV006. RD ODg w xVOG V0� m 0�5 �03g. G 0 f I I� I OGaa 1038 5 G 31.8 M n 137.0 / 1 I z x oGg \ x 7 OG� II 28.1 13.7 009 1 I 0 / o ° F- U \0065 p0�0 00 x\6511I I \0 J 24 OA I a O a 0 Y STMH p \ I \009 p'S9 R 1 RIM -10340 ° - i \ /12.0 y 050 6x RUBBER MAT <- ` NV=1025.4A D x -o 1038.9 Scandia Elementary School `0 % PLAY AREA GD BITUMINOUS n 10333.4IP BITUMINOUS O O _ 14351 Scandia Trail North �$0 tp \ �� 05x 0g5 N z °a 6ja ' \ o vVG X031 r v v vv vGG o / X00 0 oGo� ° oa x oGo / o o w o �\ f X °�9 \0-59 6\000 p \ \\\ k • 2 TR X \D"' 2"TR b _ n GRAVEL \OkQp VpNV° �04/� � v vv � v v 0 a voG6'� � o X V A / X • 8„BA VQ056 OOq,. 066 V0 n `1 \\ \\ CB / G�.`.1 Gab / ° \ x\OG9 BALLFIELD 1 \ \ RIM=1038.30 R ° ti x \° i v v • 3"TR CB � � RD �°"' 9� � \ WOOD CHIP PLAYGROUND V v IM=1038.26 i �d �� vOO \ I Gga 1043 ��D G \ rJv=1 1. / ,14s.8 RD 16bll \\ Tvo 00" • 3�,TR • 5"TR 1 038 G0�' 10 TR V61,b 0 03 �y 004 038 4 , O$ - - - AOGO - - 6 VO 9 0 N 14.4/ X V00� x \ 06 N 6 6 \ X Og \ \ X00 Q I 09 h sz T \ \�V`--- 0 --- L x 0 5 \0 k5h `s 4- 9�G a STMH F - - - - - GRAVEL 6 OGg oG0 OG0 0S yy0 Fc'�O A \o \0 c \ w RIM=1036.82 G \ 0 �9! INV=1028.82 «„PVC <s E{�\ 0 F. J r / 00. G X A I mss, i 0D }° 0 \0$ \ \ G - - - /oq8 0GG o � 9.4 000 ��� vp09 L vOGg. p oGa BENCH 0� D 5D O�OD OG x 6 /O� iG / ( /\ 4"TR 4"TR . gy'TR �< W09 x ���Q o 383 / ✓ . IA°TR- • 12"TR 1 xv0�0 -1042- s'TR \ _ THSD- 38 0 j ///i104r� -- -- x k\� x 44� / /3s.0' 0 87.7 / / 1043- �y'I- �0 \ 106 / G0 - RD ✓ � 0bT. x\ 7 \ 0 YARD DRAIN 0 W o RD i\0 X30"TR 2. T11 \ RIM=1038.09 YARD DRAIN % / �� X 0 0 $ x f \ \00� J U a RIM=1038.35 9 �i�� �/ ONSB ob, \ \oN' 9 Z V o Geo �x\'/ // X \� X / Q4 x\ o a//-- + / p"55:x. `_ 1046-- -� -=-° + ­___ � _/ X\o oN x /0111 O X \°"6 0, 9 0�5 I�,TgBfES \ X o°5. NL \00.59. ,J \___ Approximate Property Line - TEL - SURVEY LEGEND 0 CATCH BASIN 0 STORM MANHOLE 0 SANITARY MANHOLE ® WELL V LIGHT POLE -o- SIGN ❑F FUEL TANK ❑A A/C UNIT ❑T TELEPHONE PEDESTAL EO ELECTRIC METER ❑E ELECTRIC TRANSFORMER E00 ELECTRIC OUTLET © GAS METER ❑H HANDHOLE RD ROOF DRAIN o GUARD POST 0-- FLAG POLE » STORM SEWER H 'MLn SEWER -> -SANITARY CULVERT V DT DRAIN TILE U -x-x-CHAIN LINK FENCE _o -o -WOOD FENCE W aM CONCRETE CURB a CONCRETE CONTOUR x872.5 SPOT ELEVATION TREE LINE 13 _ CONIFEROUS TREE (AV4(A DECIDUOUS TREE BA BASSWOOD TR TREE (GEN) SURVEY REPORT 1. The purpose of this survey is to show partial topography and existing improvements for the requested area of the property. No boundary work was performed for this survey. Line work for lots and roads shown hereon are approximate and for reference purposes only. 2. The address is 14351 Scandia Trail North, Scandia, MN 55073. 3. We have shown underground utilities on and/or serving the surveyed property per Gopher State One -Call Ticket Nos. 161240367 and 161240381. The following utilities and municipalities were notified: CONNEXUS ENERGY (763) 323-4215 FRONTIER COMMUNICATIONS (800) 778-9140 MINNESOTA ENERGY RESOURCES (800) 889-4970 MIDCONTINENT COMMUNICATIONS (605) 271-0202 DEPARTMENT OF TRANSPORTATION (651) 366-5750 CITY OF SCANDIA (651) 433-5223 WASHINGTON COUNTY (651) 430-4300 XCEL ENERGY (651) 229-2427 i. Utility operators do not consistently respond to locate requests through the Gopher State One Call service for surveying purposes such as this. Those utility operators that do respond, often will not locate utilities from their main line to the customer's structure or facility. They consider those utilities "private" installations that are outside their jurisdiction. These "private" utilities on the surveyed property or adjoining properties, may not be located since most operators will not mark such "private" utilities. A private utility locator may be contacted to investigate these utilities further, if requested by the client. ii. The locations of underground utility lines shown hereon is an approximation based on available maps, unless otherwise noted on the survey. iii. Maps provided by those notified above, either along with a field location or in lieu of such a location, are very often inaccurate or inconclusive. EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 811 or (651) 454-0002. 4. Benchmark: MnDOT 'McCleod' (GSID Station 33632) A metal rod located 7 feet west of a witness post west of Highway 95 in the southwest corner of Highways 95 and 97. Elevation = 921.47 (NAVD 88). Site Benchmark: MnDOT 8212 E (GSID Station 103424) Metal rod located southeast of the property entrance on the west end of the ball field fence line as shown hereon as 'BM'. Elevation = 1035.87 (NAVD 88). PROPERTY DESCRIPTION (Per Warranty Deed Doc. No. 211653 filed in Book 236 Deeds, Page 136) That part of Lot Six (6) of COUNTY AUDITOR'S PLAT NO. 6, according to the survey and plat thereof on file and of record in the office of the Register of Deeds of Washington County, Minnesota, described as follows, to --wit: Beginning at the Northeast corner of said Lot 6; thence West along the North line thereof for 330 feet; thence South, at right angles, for 41 feet, more or less, to the South line of State Highway 97 as now established, and the point of beginning of the tract hereby described; thence continuing South, same course, for 600 feet; thence Westerly, parallel with the South line of said State Highway No. 97 for 857.59 feet to the West line of said Lot 6; thence North along said West line for 600 feet to the South tine of said State Highway No. 97; thence East, along said South line of said State Highway No. 97 for 852 feet, more or less, to the point of beginning, and any right of title existing in said adjacent State Highway No. 97 is included to the North line of said Lot 6. AND (Per Warranty Deed Doc. No. 276374, filed in Book 306 Deeds, Page 14) That part of Lots Six (6) and Thirty --four (34) of AUDITOR'S PLAT NO. 6, on file in the office of the Register of Deeds, Washington County, Minnesota, described jointly as follows: Beginning at the Southwest corner of said Lot Six (6), which point is also the Northwest corner of said Lot Thirty --four (34); thence North, along the West line of Lot Six (6), a distance of Six hundred fifty --seven and nine --tenths (657.9) feet to the Southwest corner of Independent School District No. 831 property, as recorded in Book 235 of Deeds, page 136, on file in the office of the Register of Deeds, Washington County, Minnesota; thence Easterly, along the South line of said Independent School District No. 831 property, a distance of Three hundred forty and three --tenths (340.3) feet to the point of intersection with a line drawn parallel with and distant Three hundred forty (340) feet East of the West line of Lot Six (6); thence South, along said parallel line and the Southerly projection thereof, a distance of Nine hundred seven and one --tenths (907. 1) feet to the point of intersection with the Easterly projection of the North line of Lot Thirty --five (35) Of AUDITOR'S PLAT NO. 6; thence Westerly, along the North line of Lot Thirty --five (35) and the Easterly projection thereof, a distance of Three hundred forty --one and six --tenths (341.6) feet to the Northwest corner of said Lot Thirty --five (35), which point is also a corner of Lot Thirty --four (34) of AUDITORS'S PLAT NO. 6; thence Northerly, along the West line of Lot Thirty --four (34) a distance of Two hundred thirty --nine and seven --tenths (239.7) feet to the point of beginning. AND That part of the east 433.00 feet of the Southeast Quarter of the Southeast Quarter of Section 15, Township 32, Range 20, Washington County, Minnesota lying southerly of the southerly right--of--way line of State Highway No. 97 per Book 169 Deeds, page 40, Doc. No. 155702 and lying northerly of a line described as commencing at the southeast corner of said Southeast Quarter of the Southeast Quarter of Section 15; thence northerly, along the east line of said Southeast Quarter of the Southeast Quarter of Section 15, a distance of 253.27 feet to the point of beginning of the line to be described; thence westerly deflecting to the left 91 degrees 31 minutes 42 seconds a distance of 433.15 to the west line of said east 433.00 feet of the Southeast Quarter of the Southeast Quarter of Section 15 and said line there terminating. 0 40 80 SCALE IN FEET MARTIN PEV,ZNER ENGINEERING 8o3o Old Cedar Ave. S Bloomington, MN 55425 Voice: 952"854-1876 Fax: 952"854"1948 RECH, O'BRIEN, � iUELLER & ASSOCIATES,INc hitecture Structural Engineering Interior Desigr 6115 Cahill Avenue Inver Grove Heights Minnesota 55076 651.451.4605 fax 651.451 .091 % komainc(@komainc.corr . Lo. U C KS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall bemade at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 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 Land Surveyor under the laws of the State of Minnesota. Max L. Stanislowski - PLS License No. 48988 Date 06/15/16 CITY SUBMITTAL An 1: H 'MLn Q J V O 0O U O CSC Z Q - PROJECT: 16174 DRAWN BY: KMM CHECKED BY: MLS DATE: 6/20/2017 REVISIONS: 6/19/17 Bid Pack 1 6/20/17 City Submittal PARTIAL TOPOGRAPHIC SURVEY C1 H 'MLn M W H C Q WLn JAZ '- = W aM Q�ZLn aMM 13 _ (AV4(A PROJECT: 16174 DRAWN BY: KMM CHECKED BY: MLS DATE: 6/20/2017 REVISIONS: 6/19/17 Bid Pack 1 6/20/17 City Submittal PARTIAL TOPOGRAPHIC SURVEY C1