Loading...
7.10. SR 07-17-2017Request for Action To Item Number Mayor and City Council 7.10 Agenda Section Meeting Date Prepared by Public Hearings July 17, 2017 Zack Carlton, Planning Manager Item Description Reviewed by Preliminary and Final Plat: Eagles Marsh Third Chris Leeseberg, Senior Planner Addition Reviewed by Cal Portner, City Administrator Action Requested Approve, by motion, the Preliminary Plat for Eagles Marsh, with the following conditions: 1. Update final plans to include current engineering details and setbacks. 2. The existing home on what is proposed to be lot 4, block 2 must connect to public sewer and water when utilities are made available. 3. Detail the development and grading plans to ensure all properties drain to the public right-of- way through drainage and utility easements. 4. Submit a copy of the wetland delineation completed in 2013 to verify compliance with the setbacks required within city code. 5. Sign the 25 foot wetland buffer area on all impacted parcels. 6. The developer shall be responsible for marking park boundaries with the city’s park boundary signs. 7. All homes are required to have two trees in the front yard per ordinance. 8. All mailboxes shall be clustered. Adopt, by resolution, the Final Plat for Eagles Marsh Third Addition with the following conditions: 1. A Development Agreement must be signed by the city and developer prior to releasing the final plat for recording. 2. Staff approval of updated Final Plat document 3. Surface Water Management Impact Fee be paid in the amount required by the city when the Final Plat is released for recording (currently $233/lot). 4. Water Availability Charge shall be paid in the amount required by the city when the Final Plat is released for recording (currently $345/ plumbing unit). 5. A Letter of Credit shall be provided to the city in the amount of 100% of the costs of the public improvements. 6. Upon completion of all improvements and acceptance by the city, a security or warranty in a form acceptable to the city engineer must be secured. 7. Development Plan shall be approved by the city engineer prior to issuance of building permits. 8. Any item or condition found that indicates the site is likely to yield information important to pre-history or history shall be reported to the city immediately. Further, the city reserves the right to stop work authorized in its approval until the site is appropriately investigated and work is authorized. Background/Discussion Case No. P 17-08 The plat of Eagles Marsh was approved on August 20, 2001, and included 39 single-family lots and a lot for a municipal water tower. To date, 17 single-family lots have been final platted along with the water tower parcel. Approval of the preliminary plat is required as a final plat has not been recorded since 2005. The only changes from the original plat are for compliance with current standards that have changed since 2001 when the preliminary plat was first approved. Comprehensive Plan The Comprehensive Plan guides this area for urban residential uses where homes will be connected to city services. The proposal meets all requirements of the plan. Site Plan The plat includes 21 new single-family lots, and one lot (Lot 4, Block 2) with an existing home. All of the parcels are within the city’s Shoreland Management Zone, which require a minimum lot size of 20,000 th square feet and 125 feet in width. The plat also includes the right-of-way for 178 Ave. and Lincoln Street NW, both of which will intersect Johnson Street. The segment of Lincoln Street left to be constructed will be divided, with all homes on the street having right-in/out access only. Due to the topography of the site the divided road has been proposed to minimize grading and create more useable parcels. All of the parcels meet the minimum design standards described in the city code. Sidewalks are included on the th north side of 178 Ave and the south side of Lincoln Street both connect to the existing sidewalk network in the area. Engineering and Utilities The grading and utility plans are generally consistent with the plans from the original subdivision in 2001. Much of the site has been rough graded, and minimal work will be needed to prepare the current addition for construction. th Public utilities have been installed beneath Lincoln Street, and the stubs for 178 Ave are in place. All homes will be connected to city services, and the existing home on Lot 4, Block 2 must be connected to city services as part of this project. Final Plat The applicant proposes to final plat 12 lots as Eagles Marsh Third Addition with 10 new lots on the th newly constructed 178 Ave. and the other two along Lincoln Street. The nine remaining lots and the right-of-way for Lincoln will be platted as Outlot A and reserved for a future addition. Parks Park dedication was satisfied with the dedication of Outlot B, Eagles Marsh Second Addition and additional land or cash dedications are not required. Applicable Regulations City ordinance section 30-375 outlines the required findings for approval of a plat. 1. The proposed subdivision is consistent with the zoning regulations (article VI of this chapter) and conforms in all respects with all requirements of this Code, including the zoning regulations and this article. N:\\Public Bodies\\Agenda Packets\\07-17-2017\\Final\\7.10 sr Eagles Marsh Third.docx The proposed subdivision is consistent with all zoning regulations, including the additional design standards required for lots within the shore land management district. 2. The proposed subdivision is consistent with all applicable general and specialized city, county, and regional plans, including, but not limited to, the city's comprehensive development plan. The subdivision is consistent with all applicable plans. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and drainage are suitable for the type and density of development and uses contemplated. Specific concerns related to topography and density have been addressed through the design process. Some of the changes include the larger lots due to proximity to Kliever Marsh, and the divided roadway to reduce grading needs. The site is suited for the proposed development. 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage transportation, erosion control and all other services, facilities and improvements otherwise required in this article. The subdivision includes public utilities and stormwater infrastructure to meet city requirements. Additional permits required to comply with erosion control standards are a requirement of approval, and will be included in the development plan. 5. The proposed subdivision will not cause substantial environmental damage. The subdivision will not cause substantial environmental damage. The increased design standards for parcels near natural environmental features ensure substantial damage will not occur. 6. The proposed subdivision will not conflict with easements of record or with easements established by judgment of a court. The subdivision does not conflict with easements of record. 7. The proposed subdivision will not have an undue and adverse impact on the reasonable development of neighboring land. This will be one of the last subdivisions in the area, and will not impact reasonable development of neighboring land. 8. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate stormwater drainage. b. Lack of adequate roads. c. Lack of adequate sanitary sewer systems. d. Lack of adequate off-site public improvements or support systems. The subdivision is not premature as the above conditions have been provided for. In reviewing the standards for approval of a preliminary plat, the proposed project meets the standards, and is recommended for approval. N:\\Public Bodies\\Agenda Packets\\07-17-2017\\Final\\7.10 sr Eagles Marsh Third.docx Planning Commission During the public hearing one resident asked for clarification on the location of the new homes. He stated that he lives on a neighboring parcel and did not want new homes behind his property. The Planning Commission did not have any additional questions and unanimously recommended approval. Financial Impact None Attachments  Location Map  Preliminary Plat dated May 30, 2017  Final Plans dated May 30, 2017  Final Plat submitted May 30, 2017  Final Plat Resolution N:\\Public Bodies\\Agenda Packets\\07-17-2017\\Final\\7.10 sr Eagles Marsh Third.docx a a 11) \ \ 7`5-776_CM 01- - - - N „ \ 75a776�// I I 0115 II / r�stil'1_u-sire \\ L��mu<&_SZMdra-Gadson \��i Jos h_&"Jody�h•enkle \ / / I I /^ // I 75-7, 6-012 A ary Ebekey, rustee' ' ( 0 0 0 o I / 910IF - "Io�s_i / I I I / < N t/ I L \ I I 75-776-01 / I / L/ I I 8 I I I I I I I I / ////\ << I, (� N/ I 11 K< I /h N I < <» Kyle & Kathryn Meyer / o a o o a I / / / - - - I I l I V � �/ I V \ \ 0=1 711 _ J� � COO rete �� � / \ / y << 7_Cutt r Curb L)rU L=2.31 7 0 �� I & 1 I I I I I I II I I l \ p I I C , '-Con rete Sidewalk i / _ I N I \ \-/ 75-776-0130 / 1 9' / L=6I I Erik & Alissa Tofteland -fxisting _ / \ R \ \\ o 0 0 0 0/// I I \ \ldence P / 0/ / / 75-776-6205 I I I I n / / _ e, ' / /�\ I // - \ / / - _ -' ' / / �I a d & Anitb F/eterson I I / �X\s - 0 0 0 C, e � 4>< / / / / / s / / ;� /\ \ I I / /,� / 4r T 100 el c / I \ t7n,�lus-, n 1 I \ o I I / \ c^'C / y. / / / 7�- /i /0210 / / ; �,/ \ I 2d 363 �q.Fit.S`a / ) \ \\ c I v vJv \ eo I - ___ L - )J 1I A ; 11`x- A /1I ^ < , __ J � \ I = I \ `7 �I �%� \ 1 -_950 \/\- __-ETk River --- --- Uun cipl-Gtilities - - - - - I\ I o L- - - - - _ _ 940 E40 -4 -A Mr20 � 1 / LL / L - �- Concrete Sidewalk 4�= �L / / ��/ / J// 'S L- _- / / ryp Utz/wille/ / \\ \ d.47 Acres/ / " / / 1� �/ I \ \� / / � IL.65 / CO / / / �\ \ I l // / / / / �l / '�/ / , \ / I \ _ 0=35.55 23 �� -\-� I l a �17 55 5 a"_// I/� / // °tio// / / 6°� / / / �_,�59, \ \ I / /// // // ./�/ / 75-77 -0305 / - - / / / \ / Jeremiah & Amy Biiuley L-138 526. 1 \ �� \ / \ / / / \ 1 / I- //50 / / % / /// \ �� / / \0 0,117 Ft. '37� Ja/ 75. -7 �y 0310 .46 acres Oson *Alici �p\ ers/7510 �7r55/ 1'41\=0 0 0 I I'll K) E i',1 ,8 F� \ a IAcr(sIle y / I -Ila -24 / and o_ M / / Ial al �Ia1 / / / /I / /// / l l / / / / �� \�\ \\ \ / // \ /. / \/�-____\ I---rs_�__ --�L ,� / // I� / /^ \ -� 1 -�f1� / l 75 I I 1 I I 75 / / / // / / / \�/ / > \ I / -� _ - �- -,L 20 _ _= !/Y \ rr T/ �// / I 1 - \ - / \ee 248 �_- -�--\ _J / /I < / / //�, // / / 9.82 c�s�/ / / \ tib �OjO$1 Sq.Ft. \ >< \ 2,,�l\l / / or / / / J / �I \ �/ 0.69 Acres// -_.- s � a / / CLI oX a a / I / rn�e �ti/ / _ \ / / I \ �5'°�A / \ t\ A' /\ �) I I \ \ / / / / / / / r s \ / I \ \ 1 \I I I E � N / / / I I I / / �` ase n f,& t/ ' \ \ F,+ ° e / �C _ I- �\ / 7- I I \ �' ll/ / // / \ / I C u \ \ \` / \� / // // / of I I 1 I \ I .-+ I Y / �' / / I I I I / / / 3os' 1 l l / / r / - ��9 / / 0 � / / / .\ \,1'G I / \ I \ \ / / I II I I I � z T� l /� L, \ \ / / I I \ / B� /, o / -� \ / / / 8 / -,I I / / \ o �� /o L / /% �/ i' / pro / I �\ %( / o T �/ I Z � ' \ / \ / / � �' /�1 •�� /\ � � I �' �3 6 1119,q.Ft. � �._ �\I Itz �\ /1 I TTI /1 T \ \ /\ / / / , / / / / / / / / v / ,Q CS I \O p V III °j /j % �. \ I rr.. _ / •/ / 20,669 Sq. . / / / ) / / / (k O° o L o ( / �'- 0.47 A s /, 0 CL / ._ < _J, 00 o,/ / 59/-_\ \ . / / / \ 21,396' �t(/ /\ i\�, / �� ° I 0. <\I,w o I / r1\ I I I I // / //// /// 1 / / / / / \\ //� 'J \ / \ ( \/ / 1/ \ \\ // / i� ��� \ c,: \� /A21e// // \\ \ / / ` / // / �\ / / // \\ `'°\ \� /� t� \ \ o' I / V / / / C) . U) C� I = _ _ _ / / / / /I / / / / / / / / \ ` 0 44cf s .�t. /` \ \ \ / \ / _ N / \ \I / CSI I / / / 38 32/ /Ft / / / \ I �I° ala a a / / j / \\ /\ \\� \ ' \ .4Z�Cc n / \�� / I V. TI I / // / /089/cHesf/ l 1, / / \ /\ \\ / / .\\ 1014S.Ft. \ / / \.% �-_ / / '��� \\.ow /-7a I�\. .48 Acr//%r�,� 1 I I I 15 I I I III III I I1 1 / ( - I //-_ / `\ \ \ \ /�___�'/� _�" _ / // / / C�Lk - 1 I I / / �'l`L/ \ \ \ \ \ !/ / /\, 1°� �/� _ / / -/1/ \ / // / a o /r- o YJ I I S. 1 =1= II I I I I I 1 - / 1 / \ / J \\ i / // ' N// / a / I \ \ / / / \ / / / 1 I I N 930\\ -26 / t e/, Acre -s- 2 r_ _-// 21,6 OD 9 . uI � -0Y) W. 10 0.50 Acres 0.46 cres-:- 4 - co, � aIalG / a= �I -o L U / � Aon \ \\ 9� \ \\ / l l � \ - ��-- \Itk 0 0 4260o o CL PI 8 t 0 98 0,i24 /S/q.F-t_. IolEwlnl \ \ \ I --CF. 46 Acres (\'�-- \ \"/ ////// 20,84 Sq.Ft. / .I)'\ °�°�'►� / i // i \ / / \ �/ /\ \ _�' - / / / / / / / I I' `�.I / \ \ \ y� /� \ \� �� 0.48 A es / �, �i'S / / / L / % \ l// < Ii 75 �.\ /t/X 1 /\ ` \ \ \\ �` �\ \ - �\ / / / �j / // / / / X_/ I / / 2� \� �/ 0.46/-A-cres 17 / I i/' \ \ \ \-- _ /� / /// L �,� `�/� ///� /� cX \ l �y�// X55 29� / 1 \ \ \ \ \o. \ X42 � / / - /% 5� // J� \ I / /� z 'wo,0 - / o'�c� l / � \\ \� / / / - / � / / / / / I N RRLSE � \ \ \ I \ \ \\ \I \\ \ v \ \II 757476/0405,'�2618 S�F\ Ri Bard oFoste ---------- - 1 / _ _ LJ0<'60 res Revoxable ,Trust Preliminary Plat r 01 r EAGLES MARSH THIRD ADDITION Ci PHOENIX ENTERPRISES,, LLC DESCRIPTION OF PROPERTY TO BE PLATTED: (PID NO. 75-776-0010 & PID NO. 75-776-0030) Outlots A & C, EAGLES MARSH SECOND ADDITION, Sherburne County, Minnesota. NOTES: 1. The professional surveyor has made no investigation or independent search for easements of record, encumbrance, restrictive covenants, ownership title evidence, or any other facts that an accurate and current title search may disclose. 2. The underground utilities shown are depicted per previous field locations and available record plans. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although he does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. Prior to any excavation, contact Gopher State One Call for an on-site location (651-454-0002). The subsurface utility information on this survey is utility quality level D. This quality level was determined according to the guidelines of CI/ASCE 38-2, entitled "Standard Guidelines for the Collection and Depiction of Existing Subsurface Utility Data. 3. Topography per previous plans and grading completed in 2006. Site partially field verified in 2013. 4. Preliminary Plat layout originally approved by the City of Elk River on August 20, 2001. 5. Existing utilities as depicted were installed in 2006 as part of EAGLES MARSH SECOND ADDITION. 6. Existing Residence on Lot 4, Block 2 to remain. 7. Lots 5-9, Block 2 and Lots 1-5, Block 4 to be platted as EAGLES MARSH FOURTH ADDITION. 7. SITE BENCHMARK: Top Nut Hydrant on East side of Johnson Street NW near the Northeast corner of EAGLES MARSH SECOND ADDITION. V --------------- 50 0 50 100 - \\ o \-s_�-- I \ \ \ \/ � - �\ �4 � �I- / 1 / \ -//-- / j/ //, //-- `���----- /�T1TL�-T- --- SCALE IN FEET ,� �'`� / y / // ,_ i _-_____-`��--;6 - ---- \ \ v\ \ \ \ \ -�- '� �/ �\ 3�3 / v / /\ / / // / / // ! /� _// /757776_0020- ---- N1 / Ci fElk Ri e - \ oZ / / / // / / //// ---- /-- /'/w DRAINAGE AND UTILITY \ \ _ __��_ \ \------/ \� __/ 75-776-0615 \ I \\ ( / / / / / / / / / a a - - - - - - - - - - \ �\ r \ \ /\ \ / / / // / / /, I / / / // / /-/-\ / / / EASEMENTS ARE SHOWN THUS: / / A Jerod &Amanda Beachem / 2 2 2 �q.ft. / / y / / I \\\\ \ -----_ +--9io�\�\ - \� rno �\\ / - \\-. 9/Acnes// // /i� v//// / \UUI I I�_/I -5 - \,_/ /�/ 1I _ T /-�\ �� \ ��`-�/ //// I" / / // / �/ // fit nd-ppeer�i. _s90----� -1- 5-� L --J_ e io/ \� / / / / dge of ?MARSH gM I N � \ \ / / / / / / /� / / /pal {- erf EAGL-ES IZLON DIJA o (L o 0 7-7�6-b605 \ \ , \ / / r / \\ \ �>>\ /9 % (/ //o I w _� w Dniel Cooper \\ (�\ c� 1 1 I I / / / /. v / 1 1 l l I I I I 1 � J I (NOT TO SCALE) �I' Being 10.00 feet in width and adjoining all Res\ae� I ` 1` 1 \ \ \ / // / / / / \ \ / / I I I I I ; \ / \'V V right of way lines and plat boundary lines Ex l \ \� / /�)( r% y / \ \I I I I \ \ i unless otherwise shown on this plat and \�\ \, being 5.00 feet in width and adjoining all CL 0 0 = 0 o I \ \ \ / ` _ /� \ I \\,j side and rear lot lines unless otherwise TOP eH I // / / /vas V\re \ \ \ INV ea, ea a o , I /a y \ /\ / \ shown on this plat. \ \ \ R 75-776-06'1'0\ ` \\ \\ Nicholas Schiferl� \ �`' I �_ I 26,,73 3'q.F-;Q) ;x / ^ `° �o o I= 0 oi/ \ \ \ \ ----� roae �\ \ \`/X\\�- 6 Kcr o`' \ I _ - / / ,--f)r cage & Utiflty -. \ < / �� Easement \ \ \ \ 1 960 Edge of \ / 9 \ \ \ \ n Wetland as L I J I I I \ \ \ \ \ \ I - -\ / \ < / / / I I I I F delineated in 2013 /�/ 1 Iola o__0\0\\ , LIJ I I I \ \890 /75-i76�- �510\ - J \ I I I I I I )51 7 6-015 05 �III I \ \ \ I 75-776- 510/ ' - - - / / Jir(my &/ Melissa Kjerdle / \ - -� I 1 1 0 10 0 = = Heather *ic�e11 & aqk adal i4 \ I I I Dus n Kanigchgoo/ Ie 1 II II I 0 0 I I r I I // I I I a-CLo o a I I I I I I I L�L_ul\Jr DATE REVISION I hereby certify that this survey, plan or report was prepared DESIGNED BY. by me or under my direct supervision and that I am a duly FSK Licensed Profes Tonal Land Surveyor under the laws of the State o inn sota DRAWN BY: ,e0 SVM May 30, 2017 - 12:20pm Charles R. Christopherson CHECKED BY: K:\cad_surv\Land Desktop 2008 P-2135.14 dw 2135.14_ PRE PLAT.dwg Date 05/30/17 Lic. No. 18420 CRC Plat Area: Total Area: 631,663 sq. ft. = 14.50 acres Proposed ROW: 96,213 sq. ft. = 2.21 acres Park Area: 0 sq. ft. = 0.00 acres DATE: 05/30/17 FILE N0. P-2135.14 Owner/Subdivider: Phoenix Enterprises, LLC 19230 Evans Street Suite 115 Elk River, MN 55330 Rick Foster (763) 241-1801 Surveyor: Rum River Land Surveyors & Engineers PO Box 1044 3601 Thurston Ave. Princeton, MN 55371 Anoka, MN 55303 (763) 389-4476 (763) 427-5860 charlie@haa-inc.com RUM RIVER LAND SURVEYORS & ENGINEERS PO Box 1044 Telephone: (763) 389-4476 J Princeton, MN 55371 Fax: (763) 631-0376 EAGLES MARSH THIRD ADDITION PHOENIX ENTERPRISES, LLC I AVE. I I LEGEND N = DENOTES GATE VALVE = DENOTES HYDRANT - - = DENOTES WATER LINE Os = DENOTES SANITARY SEWER MANHOLE ->- = DENOTES SANITARY SEWER LINE IMI ® = DENOTES CATCHBASIN = DENOTES STORM SEWER MANHOLE -»- = DENOTES STORM SEWER LINE © = DENOTES ELECTRIC TRANSFORMER 0 = DENOTES LIGHT POLE p = DENOTES TELEPHONE PEDESTAL 13 = DENOTES CABLE TV PEDESTAL • = DENOTES FOUND IRON MONUMENT --960-- = DENOTES SURFACE CONTOUR (2 FT. INTERVAL) ❑ = DENOTES BITUMINOUS SURFACE = DENOTES GRAVEL SURFACE VICINITY MAP SEC.1, T.32, R.26 NW iTH I SITE �I 178TH AVE. NW�� I -- A\ ,, I =CLE I 176TH LANE NW I A7/1^ q z I ST. NW N NE NW e SE�1 I I N 175TH �A I I SH NO SCALE cJ o I PRELIMINIARY PLAT CITY OF ELK RIVER, MINNESOTA SHEET 1 OF 1 SHEETS V) Ew J Q- CD 00Q N W N Ln � N o/ N o Q �> ry �n o/ EAGLES MARSH - THIRD ADDITION SITE DEVELOPMENT PLANS FOR PHOENIX ENTERPRISES, LLC CITY OF ELK RIVER RUM RIVER LAND SURVEYORS & ENGINEERS PO Box 1044 Telephone: (763) 389-4476 Princeton, MN 55371 Fax: (763) 631-0376 THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." DEVELOPER/OWNER PHOENIX ENTERPRISES LLC 19230 EVANS STREET SUITE 115 ELK RIVER, MN 55330 RICHARD FOSTER ENGINEER/SURVEYOR RUM RIVER LAND SURVEYORS & ENGINEERS 3601 THURSTON AVE. ANOKA, MN 55303 ADAM M. THIELE, P.E. CHARLES R. CHRISTOPHERSON, P.L.S. 763-427-5860 763-427-0520 (FAX) BENCHMARKS: 1Q TNH AT INTERSECTION OF LINCOLN STREET & 178TH AVENUE. ELEV=921.59 Q2 TNH AT INTERSECTION OF LINCOLN STREET & JOHNSON STREET. ELEV=943.45 %,i i i yr «r\ Ri v r -R, SHERBURNE COUNTY, MINNESOTA 500 0 500 1000 SCALE IN FEET GOVERNING SPECIFICATIONS THE 2016 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND THE 2013 CEAM STANDARD SPECIFICATIONS SHALL GOVERN. ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. SHEET INDEX THIS PLAN CONTAINS 8 SHEETS SHEET NO. DESCRIPTION 1 TITLE SHEET 2 CONSTRUCTION NOTES, TABULATIONS AND DETAILS 3 STREET, STORM, AND EROSION CONTROL DETAILS 4 WATER AND SANITARY SEWER DETAILS 5-6 GRADING AND EROSION CONTROL PLANS 7-8 UTILITY PLANS I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. D ---- ADAM M. TRIFLE, P.E. HAKANSON ANDERSON DESIGN ENGINEER DATE I REVISION 51317 DATE 05-30-17 LIC. NO. SHEET 1 OF 8 SHEETS P-2134.14 V) Ew QCD o-) Q ") w N � P-2135.14 J Q w 0 I Ln r� N / c� z w w z z w 0' Q (11 �w QCD CD Q -t w N P-2135.14 A SURMOUNTABLE B I SURMOUNTABLE A CURB AND GUTTER CURB AND GUTTER .'° ' ' D o '• tbe. ' I I \ SERVICE STAMP LOCATION co �� a ° G o: ,� o e . ° : '• °'� o ... ° d °D e G ................................................................................................ ..................................................................................................................................................................... . G� I o o e ' ' � .q � 'A ...... ....•.•.• .. ...... .......... ..... ..•.•.•.' .... ......... ....... .. ..•.•. .'.'. 1/2>, o. 7,\ �r .. b ' ::::::::::::::::............................... ::::::....................... P:R:OPO:SED::................... S.TREE.T.......................... EXPANSION JOINT BEGIN TRANS. TO TYPE B FRAME, GRATE AND CURB N B618 CURB AND GUTTER DIRECTION OF FLOW BOX: NEENAH R -3067—V, R/w R/W ESS S-330 HC OR EQUAL ....:::::::......................................... FRAME TIPPED TO MATCH ............. so v o � STREET GRADE PROFILE a ° a PLAN 10'-0" 36 1/2" 10'-0" ........ ........ a v DESIGN GUTTER 6„ 1 .......... 13 17' 17' 13' 10 1/2" 17 1/2" LINE GRADE 28„ _ LIGHT POLE en °' ' MILL 4' WIDE 28" SURMOUNTABLE CONCRETE CURB AND GUTTER ' 4 1/2>' a LU /—SILT 2' G P. JOINT OPENING EXP. JOINT G ©= GUTTER FLOW LINE 'k WHEN BASE OF FRAME IS LEVEL TRANSVERSELY, N FENCE** SILT VARIES FENCE** URMOUNTABLE 3" RADIUS » 1 SUMP FROM FLOWLINE RESULTS m CONCRETE CURB AND GUTTER* 2.00 --2.00 2.00—_ 2.00% 1 /2" RADIUS SECTION A—A SERVICE STAMP LOCATION 6" 11» FRONT TOP EDGE OF FRAME FFRONT TOP EDGE OF GUTTER 1 X �..� I..F 1 SEED W/EROSION 1.5" WEARING COURSE MIXTURE SEED W/EROSION (MVWE45035B) CONTROL 3" RADIUS 1 1 CONTROLBLANKET" BLANKET** TACK COAT 1/2" RADIUS v SLOPE 3/4" PER FT 3 ° 4 a. , .. .. 11» 7 a a — 1' PAVE WEAR COURSE MIN. 4'WIDE 2" NONWEARING COURSE MIXTURE 6' CONC. SIDEWALK 6' CONC. SIDEWALK (LVNW35030B) 6" CLASS 5 AGGREGATE BASE 4" GRANULAR(INCIDENTAL)DDIN (INCIDENTAL) R BEDDING APPROVED SUBGRADE P. JOINT pe.. 6" ° EXP. JOINT MILL 1" DEE SECTION C—C _ o a v ° v v PLAN RIM ELEVATION 6» MATH EDGE OF UTTER C G TYPICAL SURMOUNTABLE CURB STREET SECTION v N s v ° a a ° v — NON SHRINK MORTAR 11 MEETING CORPS OF 6" ENGINEERS SPEC. EX. STREET SECTION 2'-0" t IF SHIMS621 ARE USED. °; STRAIGHT LINE SAWCUT SEE SPECIFICATIONS. EX. BIT. FOR REMOVAL 18„ $� e ° ADJUSTING RINGS 2—MIN., 5—MAX. PROPOSED WEAR COURSE, BASE COURSE AND AGGREGATE BASE NOTE: 8 CONCRETE CURB AND GUTTER SHALL BE PLACED AROUND RADII AND AT STORM SEWER STRUCTURES. **SILT FENCE & BLANKET SHALL BE INSTALLED BEHIND THE CURB DURING CONSTRUCTION BEFORE CLASS 5 MIN. 3/8" BED OF MORTAR BETWEEN AGGREGATE BASE IS CONSTRUCTED. RINGS AND PLASTER EXTERIOR ONLY B618 CONCRETE CURB AND GUTTER WITH 2" THICK COAT REV: 3/2006 SECTION B—B REV: 3/2006 REV: 3/2006 STANDARD STANDARD STANDARD ��� STANDARD SURMOUNTABLE AND B618 PLATE CATCH BASIN FRAME PLACEMENT PLATE LATCH EXISTING PLATE PLATE C' of CONCRETE CURB AND GUTTER No. C, of SURMOUNTABLE CURB AND GUTTER No. C, f BITUMINOUS SURFACING No. El TYPICAL STREET SECTION No. .� River 2000 River 2005 River 2006 k Riv 2010 CASTING 2" CONCRETE COLLAR AROUND RINGS INSTALL CAP SCREWS DEFLECTOR PLATE GROUTED IN PLACE 2" CONCRETE WITH BOLT HEADS ADJUSTING RINGS— EXPOSED OVERFLOW 1 — CENTER MINIMUM 2 RINGS ° OF FILTER ASSEMBLY MAXIMUM 5 RINGS OVERFLOW 2 — TOP OF CURB BOX WALLS TO BE CONSTRUCTED OF ,>PRECAST SECTIONS OR CONCRETE 5a 24 X 36"SEWER BLOCK. BLOCK SHALL BE 10" FILTER ASSEMBLY Q PLASTERED ON INTERIOR AND EXTERIOR. 0 I a. 2„ I NOTE: ATTACH FABRIC TO WIRE MESH AND SUPPORT 2" x 2" WOOD OR STEEL FENCE POST, 8' MAX. `` POSTS WITH RINGS OR WIRE TIES SPACING WIRE MESH REINFORCEMENT, STD. OVERLAP GEOTEXTILE FIELD FENCE, MIN 30" HIGH, FABRIC 6" & FASTEN AT 2" INTERVALS MAX. MESH SPACING 6" AND MIN. 14-1/2 GAUGE WIRE. A (!) .. d .d d C °' 36 1/2" / CURB BOX ADJUSTABLE 6" TO 9" 35 1/4$' .. - . `• / 3" 3„ 1 7/8" 6" GEOTEXTILE FABRIC - OVERLAP FABRIC HARD SURFACE / 6" AND FASTEN IN THE TRENCH 5" i 6„ PUBLIC ROAD / = LAY FABRIC IN THE TRENCH 6" CONCRETE BASE POURED IN PLACE OR 4" MINIMUM PRECAST BASE. 17 3/4' �I 1�3 1/8" Z FABRIC ANCHORAGE TRENCH 50' MINIMUM BACKFILL TRENCH WITH .. TAMPED NATURAL SOIL _ � WIMCO MODEL# CG 3067 DIRECTION of M 33" t 15 1/2" HIGH FLOW FABRIC10 OR EQUAL i RUNOFF FLOW 36" 24" l 43" 31" 1� 6" MINIMUM z_ z NOTE: _ oW. �' REINFORCING SHALL CONSIST OF A SINGLE LINE `la.W.. : .:. OF STEEL WIRE FABRIC HAVING AN AREA OF NOT LESS THAN 0.17 SQ. IN. PER FOOT OF HEIGHT. UNDISTURBED SOIL 1"-2" WASHED ROCK MINI... CASTINGS SHALL BE NEENAH R -3067—V OR EQUAL EXTEND WIRE. REV: 3/2006 REV: 3/2006 REV: 3/2006 MESH INTO SUPPORT PAST ANCHORAGE TRENCH IN-SITU SOIL OR CEMENT MORTOR AS SPECIFIED STANDARD STANDARD STANDARD PLATE PLATE INLET PROTECTION PLATE 1 ROCK CONSTRUCTION ENTRANCE 2 SILT FENCE DETAIL Elk SHALLOW CATCH BASIN No, c,�;Ylf STANDARD INLET CASTING NO. El FOR CATCH BASIN NO. 4 NO SCALE 4 NO SCALE 2�0 2507 k 2512 River River River DATE REVISION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws Mi of the State of soca. DESIGNED BY: AMT RUM RIVER EAGLES MARSH THIRD ADDITION STREET, STORM, AND EROSION SHEET 3 OF DRAWN BY: MSS LAND SURVEYORS & ENGINEERS PO Box 1044 Telephone: (763) 389-4476 Princeton, MN 55371 Fax (763)631-0376 CONTROL DETAILS CITY OF ELK RIVER, MINNESOTA 8 SHEETS ADAM M. TRff[E, PE LIc. No, 51317 Date 5-30-17 CHECKED BY: AMT P-2135.14 Ew a CD �a Li N � P-2135.14 NOZZLE SECTION OPERATING NUT - 1" PENTAGON 5'-0" PROPERTY LINE 2 1/2" HOSE CONNECTION (THREAD EDGE OF MAT OR SIZE 3 1/16" O.D., 7 1/2" T.P.I.) BACK OF CURB STREET BC "HYDRAFINDER" WITH NCE POST COMPACTED (FINE GRAINED MATERIAL) SIZE 5 9/16" O.D., 4" T.I.P.) I PAINTED 00 to STAMP 00 MINIMUM COVER AS REQUIRED IN Qo '/"W" -CURB SPECIFICATIONS OR AS SHOWN i \ NUT CAP ON PLANS. j TYPE WI TH w w co CHAINS ARRANGEMENT o o j U LWNOZZLE TWO 2 1/2" NOZZLE .�..� .� .... .� ,� .:.� ,� .� ,� .�..77\7777 0 U j PLUS PUMPER NOZZLE VALVE WITH WITH 1" PENTAGON MECHANICAL JOINT 6"-12" : z CURB BOX z N OPERATING NUTS TEE AND VALVE BOX AND STOP C\4 ROD EXTENSION 1 2'-6" NOMINAL GROUND LINE I r-� .5 Bc GATE VALVE SERVICE PIPE NATURAL GROUND 6mm POLYETHYLENE ADAPTOR Mq `\l NOTE: OR EQUAL COVER \//\�/ 1. 16" BREAKOFF SECTIONO THE BOTTOM OF THE TRENCH SHALL BE SHAPED 2. LEFT HAND OPERATING NUT TO FIT THE PIPE BARREL FOR AT LEAST 50% °' 7 (1 1/2" POINT TO FLAT) /8 CONCRETE BRICK WATERMAIN"�' OF THE OUTSIDE DIAMETER. THE REMAINDER OF 3. PAINT BARREL SECTION '° .'�.•.. THE PIPE IS SURROUNDED TO A HEIGHT OF AT 1111118" RED TO GRADE. �.. 1' COPPER "PIGTAIL" CRIMPED LEAST 6" ABOVE ITS TOP BY SELECT FILL 8 / MATERIALS, PLACED BY HAND TOOLS AND STANDPIPE 4. DO NOT PLUG DRAIN HOLES. 75" - 1.5" SPACES CAND WATERMAIN WITH DRAIN ROCK PROVIDE ONE - 1.0' HORIZONTAL UNDER ADJAUCENTETOLTHELPIPELL 12 1/4" MECHANICAL JOINT TEE LOOP IN SERVICE LINE 00 FOR SIZE FIRE HYDRANT BOTTOM 9 1/2" LINE CONCRETE AS REQUIRED BLOCK 00 Ln JOINT RESTRAINING COUPLING -TWO 1 r 3/4" ALL THREAD RODS NOTE: ALL COSTS OF EXCAVATION BELOW GRADE AND PLACEMENT OF GRANULAR BEDDING r- SHALL BE INCLUDED IN THE BID PRICES NOTE: SERVICE PIPE FOR PIPE ITEMS. O !! ALL HYDRANT LEADS SHALL BE RESTRAINED FROM THE MAIN TO THE HYDRANT WATER 5 1/4" 7 3/8" THROUGH THE USE OF THREADED RODS OR MEGALUGS AS RESTRAINTS IN 7/8" ROUND HOLES ACCORDANCE WITH THE STANDARD DETAIL PLATES. PLAN V) NOTE: "HYDRAFINDER" HYDRANT LOCATING DEVICES REQUIRED - SEE SPECIFICATIONS. REV: 3/2006 REV: 3/2006 REV: 3/2006 REV: 3/2006 11-14, STANDARD STANDARD STANDARD STANDARD PLATE PLATE PLATE PLATE El PACER HYDRANT DETAIL No, C*— ti HYDRANT RESTRAINT DETAIL No, c;tvlk C*— TYPICAL SERVICE DETAIL c;tylk CLASS C PIPE BEDDING No. k k 34No03 -i River 3401 River 3�2 River River 3405 PAGE 1 OF 2 GROUT BOTTOM TO SLOPE TOWARD PIPE AS SHOWN BY ARROWS NEENAH CASTING R-1733 ° PROPERTY LINE OR EQUAL. COVER SHALL ° HAVE TWO CONCEALED ° PICK HOLES. i 2" X 2" WOOD MARKER WITH ° STEEL FENCE POST PAINTED GREEN CONCRETE ADJUSTING RINGS "S" CURB STAMP MINIMUM 2 RINGS 4" OR 6" AS SPECIFIED MAXIMUM 5 RINGS TEE OR WYE AS SPECIFIED SEWER MAIN PLUG o 27 ° 2" CONCRETE COLLAR PROPERTY LINE l o SECTION A—A n a a 2" X 2" WOOD MARKER WITH 0 STEEL FENCE POST PAINTED GREEN % SERVICE PIPE 45° BEND ORIGINAL GROUND "S" CURB STAMP i ECCENTRIC CONE ,, 1% MIN. SLOPE � � � � Q� ° 45° BEND THIS SECTION OF PIPE 1' BARREL SECTION BELOW CONE PLUG ON UNDISTURBED SOIL STEPS AS PER WALLS TO BE CONSTRUCTED OF 4" OR 6" AS SPECIFIED SPECIFICATIONS PRECAST SECTIONS WITH CX4 I 45° BEND ° JOINTS GRANULAR BEDDING SEWER MAIN (CONCRETE IF OVER 15' OF DEPTH) 45' BEND w Q °°° 1% MIN. SLOPE TEE OR WYE AS SPECIFIED 5' SEWER MAIN d A. A VARIES OTO BE USED AS SERVICE CONNECTIONS ON DEEP LINES 1 MIN. FL W a d INTEGRAL BASE REV: 3/2006 REV: 3/2006 REV: 3/2006 STANDARD l� STANDARD STANDARD j PLATE j PLATE j PLATE iCitof� STANDARD MANHOLE No. C, of TYPICAL HOUSE SERVICE No. Etilk SERVICE RISER SECTION No. River 4000 River 4007 River 4008 1 1 DATE REVISION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws4 DESIGNED BY: AMT SHEET DRAWN BY: Mi of the State of soca. TrA�,- RUM RIVER EAGLES MARSH THIRD ADDITION WATER AND SANITARY SEWER DETAILS OF Y"T'k MSS LAND SURVEYORS & ENGINEERS PO Box 1044 Telephone: (763) 389-4476 Princeton, MN 55371 Fax (763)631-0376 CITY OF ELK RIVER, MINNESOTA 8 SHEETS Date 5-30-17 LIc. No, 51317 CHECKED BY: AMT P-2135.14 CD 0 0 Q c� I LO N z w LL z z w i U) lr Q U) E J Q yn Q , w N � I � N N Ljj o Q Fy �n 1 � \\MATCH EXISTING CURB I I ji I I I I 41-00 ■ M Atl" �ti DATE REVISION �j I hereby certify that prepared by me or am a duly Licensed of the State of Mi this plan, specification, or under my direct supervision Professional Engineer under sots. report was and that I the laws DESIGNED BY: AMT DRAWN BY: ljl�'I'k WATERMAIN EXISTING MSS EXISTING GAS EXISTING CHECKED BY: Date 5-30-17 Lic. No. 51317 AMT RUM RNER LAND SURVEYORS & ENGHgM PO Box 1044 Telephone: (763) 389-4476 Princeton, MN 55371 Fax: (763) 631-0376 I LEGEND ------900------ 900 G G T—BUR U—OH P—BUR ,----856.5 40 0 40 80 SCALE IN FEET EXISTING CONTOUR PROPOSED CONTOUR EXISTING SANITARY SEWER EXISTING WATERMAIN EXISTING STORM SEWER EXISTING GAS EXISTING TELEPHONE EXISTING OVERHEAD UTILITY EXISTING UNDERGROUND ELECTRIC PROPOSED STORM SEWER PROPOSED STORM SEWER STRUCTURES PROPOSED SPOT ELEVATION DRAINAGE ARROW -------------- SILT FENCE, PER k - I E 11 11 LOE 1091 FFE INLET PROTECTION, SEE SHEET 5 ROCK CONSTRUCTION ENTRANCE, PER( 5 LOE = LOW OPENING ELEV BUILDING PAD / HOUSE TYPE FFE = FINISHED FLOOR ELEVATION GENERAL NOTES: 1. PRIOR TO IMPORTING OR EXPORTING MATERIAL FROM THE SITE, CONTRACTOR SHALL CONSTRUCT A ROCK CONSTRUCTION ENTRANCE PER DETAIL ON SHEET 5. 2. INSTALL INLET PROTECTION ON ALL CATCH BASINS THAT RECEIVE RUNOFF FROM THE DISTURBED AREA. INLET PROTECTION SHALL BE PER SHEET 5, OR APPROVED EQUAL. 3. SILT FENCE SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE ACTIVITIES. DUAL SILT FENCE, SPACED 3' MIN. APART SHALL BE INSTALLED ALONG WETLAND EDGES WHERE 50' NATURAL BUFFER IS NOT MET. SEE PLAN. 4. REVEGETATION AND STABILIZATION SHALL OCCUR WITHIN 7 DAYS OF ROUGH GRADING. 5. MAXIMUM SLOPES SHALL NOT EXCEED 4:1 6. SITE SURVEY WAS COMPLETED BY HAKANSON ANDERSON. 7. STREETS AND PROPERTY ADJACENT TO THE CONSTRUCTION SHALL BE KEPT FREE FROM SEDIMENT CAUSED BY CONSTRUCTION TRAFFIC, SITE RUNOFF AND BLOWING DUST. HAND BROOM OR PICKUP SWEEPER SHALL BE EMPLOYED. KICK BROOM STYLE SWEEPER IS NOT ALLOWED. 8. ALL DISTURBED AREAS SHALL RECEIVE 4" TOPSOIL AND BE SEEDED WITH Mn/DOT SEED MIX 25-151 OR APPROVED EQUAL. INFILTRATION BASIN SHALL BE SEEDED PER DETAIL. APPLY SEED, FERTILIZER AND MULCH PER THE RECOMMENDATIONS OF THE CURRENT MNDOT SEEDING MANUAL. MULCH SHALL BE TYPE 1 AND SHALL BE DISC ANCHORED. 9. STREET GRADING AND UTILITIES SHOWN FOR 178TH AVENUE PER STREET AND UTILITY IMPROVEMENT PLANS PREPARED BY ELFERING & ASSOCIATES DATED JULY 23, 2013. 10. CONTRACTOR SHALL MEET ALL REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN PREPARED BY HAKANSON ANDERSON. EAGLES MARSH THIRD ADDITION GRADING, DRAINAGE, & EROSION CONTROL PLAN CITY OF ELK RIVER, MINNESOTA X P -2135.14 C� Q ry C.� L6 N CD Z_ lY W W Z_ C7 Z W Q Cf) E 0-0 ao Q ,I- W N N o / N � oQ �> T � 0/ GENERAL NOTES: 1. PRIOR TO IMPORTING OR EXPORTING MATERIAL FROM THE SITE, CONTRACTOR SHALL CONSTRUCT A ROCK CONSTRUCTION ENTRANCE PER DETAIL ON SHEET 5. 2. INSTALL INLET PROTECTION ON ALL CATCH BASINS THAT RECEIVE RUNOFF FROM THE DISTURBED AREA. INLET PROTECTION SHALL BE PER SHEET 5, OR APPROVED EQUAL. 3. SILT FENCE SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE ACTIVITIES. DUAL SILT FENCE, SPACED 3' MIN. APART SHALL BE INSTALLED ALONG WETLAND EDGES WHERE 50' NATURAL BUFFER IS NOT MET. SEE PLAN. 4. REVEGETATION AND STABILIZATION SHALL OCCUR WITHIN 7 DAYS OF ROUGH GRADING. 5. MAXIMUM SLOPES SHALL NOT EXCEED 4:1 6. SITE SURVEY WAS COMPLETED BY HAKANSON ANDERSON. 7. STREETS AND PROPERTY ADJACENT TO THE CONSTRUCTION SHALL BE KEPT FREE FROM SEDIMENT CAUSED BY CONSTRUCTION TRAFFIC, SITE RUNOFF AND BLOWING DUST. HAND BROOM OR PICKUP SWEEPER SHALL BE EMPLOYED. KICK BROOM STYLE SWEEPER IS NOT ALLOWED. 8. ALL DISTURBED AREAS SHALL RECEIVE 4" TOPSOIL AND BE SEEDED WITH Mn/DOT SEED MIX 25-151 OR APPROVED EQUAL. INFILTRATION BASIN SHALL BE SEEDED PER DETAIL. APPLY SEED, FERTILIZER AND MULCH PER THE RECOMMENDATIONS OF THE CURRENT MNDOT SEEDING MANUAL. MULCH SHALL BE TYPE 1 AND SHALL BE DISC ANCHORED. 9. UTILITIES ALONG LINCOLN STREET WERE PREVIOUSLY INSTALLED. STREET GRADING AND UTILITIES SHOWN PER STREET AND UTILITY PLANS PREPARED BY BDM CONSULTING ENGINEERS, PLC DATED MARCH 17, 2006 AND AS—BUILT JANUARY 27, 2008. 10. CONTRACTOR SHALL MEET ALL REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN PREPARED BY HAKANSON ANDERSON. 4 I I � ► h y q tom. �1 MATCH EXISTING CURB — — — — 900--- 900 G G — T—BUR U—OH P—BUR LEGEND EXISTING CONTOUR 1____856.5 PROPOSED SPOT ELEVATION PROPOSED CONTOUR EXISTING SANITARY SEWER _ _ _ _ _ _ _ _ _ _ _ _ _ _ SILT FENCE, PER(i-:) EXISTING WATERMAIN EXISTING STORM SEWER 0 INLET PROTECTION, SEE SHEET 5 EXISTING GAS 40 0 40 80 °0°000000000°0° EXISTING TELEPHONE 0000°°°°°°0000000 °°°°°°°° ROCK CONSTRUCTION ENTRANCE, PER 5 0SCALE IN FEET EXISTING OVERHEAD UTILITY 00000000 EXISTING UNDERGROUND ELECTRIC PROPOSED STORM SEWER LOE LOE = LOW OPENING ELEV PROPOSED STORM SEWER STRUCTURES - TYPE FFE BUILDING PAD / HOUSE TYPE FFE = FINISHED FLOOR ELEVATION / / �/ \ i F a' /4 « I � MATCH EXISTING CURB \ \ \ \ \ \ \\910\ \ \ A\1 M �� A \ 900 \ \ \ \ —�7 / DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY:DD,, SHEET 5 30 17 ISSUED FOR CITY REVIEW prepared by me or under my direct supervision and that I AMT GRADING DRAINAGE am a duly Licensed Professional Engineer under the laws RUM I�:IVER ' ' & 6 of the State of Mi sots. DRAWN B�YIss LAND SURVEYORS &ffivc�nv�s EAGLES MARSH THIRD ADDITION EROSION CONTROL PLAN OF CHECKED BY: Po sox 1044 Telephone: (763) 389-4476 8 ADAM M. TRtKE7F_ Lic. No, 51317 AMT Princeton,MN 55371 Fax: (763)631-0376 CITY OF ELK RIVER, MINNESOTA Date 5-30-17 SHEETS P-2135.14 J I LO N / z w LL z 0 z w U) rr Q I Ln � N o/ N Ljj o Q Fy �w /i 40 0 40 80 SCALE IN FEET LEGEND ------ 900 ------ EXISTING CONTOUR 900 PROPOSED CONTOUR > EXISTING SANITARY SEWER EXISTING WATERMAIN >> EXISTING STORM SEWER G G EXISTING GAS T—BUR EXISTING TELEPHONE U off EXISTING OVERHEAD UTILITY \ \ k1 P BUSYR EXISTING UNDERGROUND ELECTRIC » PROPOSED STORM SEWER > > PROPOSED SANITARY SEWER 6,Ck —A \ PROPOSED WATERMAIN PROPOSED CATCHBASIN °�PROPOSED SANITARY MANHOLE077-- PROPOSED HYDRANT ff —___-- 8 45e DIP BEND GV HYDRANT PROPOSED VALVE W \ 8 x6 DIP TEE 20LF 6" DIP DATE 8" 450 DIP BEND �L23 7S9 3,7 \\\ C NNECT TO 8" DIP STUB i i REVISION I hereby certify that prepared by me or am a duly Licensed of the State of Mi this plan, specification, or under my direct supervision Professional Engineer under sots. report was and that I the laws DESIGNED BY: AMT DRAWN BY: ljl�'I'k MSS CHECKED BY: Date 5-30-17 Lic. No. 51317 AMT RUM RNER LAND SURVEYORS & ENGINES PO Box 1044 Telephone: (763) 389-4476 Princeton, MN 55371 Fax: (763) 631-0376 GENERAL NOTES: 1. UTILITIES SHOWN WERE TAKEN FROM EAGLES MARSH THIRD ADDITION STREET AND UTILITY IMPROVEMENT PLANS PREPARED BY ELFERING & ASSOCIATES DATED JULY 23, 2013. 2. THIS PLAN IS NOT INTENDED FOR CONSTRUCTION AND IS INCLUDED IN THE PRELIMINARY PLAT PLAN SET TO SHOW THAT THERE IS NO INTENT TO CHANGE THE LATEST DESIGN OF 178TH AVENUE AND ASSOCIATED UTILITIES. 3. EAGLES MARSH THIRD ADDITION UTILITY PLAN CITY OF ELK RIVER, MINNESOTA SHEET OF 8 SHEETS P-2135.14 J LO N / z w LL z 0 z w U) Q GENERAL NOTES: 1. ALL UTILITIES ON LINCOLN STREET WERE PREVIOUSLY INSTALLED. UTILITIES ARE SHOWN PER THE AS—BUILT PLANS PREPARED BY BDM CONSULTING ENGINEERS, PLC DATED JANUARY 27, 2008. LEGEND — — — — — — 900 — — — EXISTING CONTOUR 900 PROPOSED CONTOUR > EXISTING SANITARY SEWER EXISTING WATERMAIN >> EXISTING STORM SEWER G G EXISTING GAS T—BUR EXISTING TELEPHONE 40 0 40 80 U -OH EXISTING OVERHEAD UTILITY P—BUR EXISTING UNDERGROUND ELECTRIC SCALE IN FEET KX/ <<_ \� P-2135.14 \ \ 07 _ \ \ W ee DATE REVISION I hereby certify that prepared by me or am a duly Licensed of the State of Mi this plan, specification, or report was under my direct supervision and that I Professional Engineer under the laws sota. DESIGNED BY: AMT RUM �:NER EAGLES MARSH THIRD ADDITION UTILITY PLAN SHEET 8 OF 5 30 17 ISSUED FOR CITY REVIEW DRAWN BY: MSSLAND SURVEYORS & ENGINEERS 1J�17'k Po sox 1044 Telephone: (763) 389-4476 Princeton, MN 55371 Pex:(763)631_0376 CITY OF ELK RIVER, MINNESOTA 8 SHEETS Lf ADAM M. TRfftEPE Date 5-30-17 LicNo51317 ' . , CHECKED BY: AMT P-2135.14 KNOW ALL PERSONS BY THESE PRESENTS: That Phoenix Enterprises, LLC, Minnesota Limited Liability Company, owner of the following described property situated in the County of Sherburne, State of Minnesota, to wit: Outlots A and C, EAGLES MARSH SECOND ADDITION, Sherburne County, Minnesota. Have caused the some to be surveyed and platted as EAGLES MARSH THIRD ADDITION and do hereby dedicate to the public for public use forever the avenue as shown on this plat. Also dedicating to the public for public use forever the easements as shown on this plat for drainage and utility purposes only. In witness whereof said Phoenix Enterprises, LLC has caused these presents to be signed by its proper officer this PHOENIX ENTERPRISES, LLC Richard C. Foster, Chief Manager STATE OF MINNESOTA COUNTY OF The forgoing instrument was acknowledged before me this day of a Minnesota Limited Liability Company on behalf of the Company. day of , 201 , 201 by Richard C. Foster, Chief Manager of Phoenix Enterprises, LLC, Notary Public, Minnesota My commission expires _ I hereby certify that I have surveyed and platted the land, or directly supervised the surveying and platting of the land described on this plat as EAGLES MARSH THIRD ADDITION; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been correctly set; as of the date of this certification, all wet lands and water boundaries and all public ways are shown and labeled as defined in Minnesota Statutes, Section 505.01, Subd. 3. STATE OF MINNESOTA COUNTY OF ANOKA This instrument was acknowledged before me this day of Minnesota License No. 18420. Charles R. Christopherson, Licensed Land Surveyor Minnesota License No. 18420 , 201 by Charles R. Christopherson, a Licensed Land Surveyor, Notary Public, Minnesota My commission expires _ rwj I rjj)/Pj)/&A/ / M(0)A Approved and accepted by the City Council of the City of Elk River, Sherburne County, Minnesota at a meeting held this day of Mayor , 201 Clerk I hereby certify that proper evidence of title has been presented to and examined by me, and I hereby approve this plat as to form and execution this day of Elk River City Attorney , 201 Pursuant to Sherburne County Ordinance Number 006, 1 hereby certify that this plat has been checked and approved as to compliance with Chapter 505, Minnesota Statutes this day of Sherburne County Surveyor , 201 I hereby certify taxes payable in the year on lands herein described are paid in full, and there are no delinquent taxes, and that transfer was entered this day of Sherburne County Auditor/Treasurer , 201 I hereby certify that this instrument was filed in the Office of the County Recorder for record on this at o'clock M. and was duly recorded as Document Number Sherburne County Recorder day of , 201 RUM RIVER (�S LAND SURVEYORS & ENGINEERS SHEET 1 OF 2 SHEETS VICINITY MAP SEC. 1, T. 32, R.26 \ \ 180TH o 1180TH j I A VE. N (n I LANE I ` ^\ I�i L_ / \ \ 7 L _ L_ I 2 179TH 00 \ t , ;� n 1 1 L \ z w 178TH AVE. NW \ � �` ( r te I SITE IA\W o I I L=1 / -T/\1/ A CHD=9.13 ' o I-) 49 o T\C.BRG=S2°44 �=16.57'11CHD=138.56 I I - -° - S -- II _ L=92.31 R=430.00 9.07=4 71 176TH LANE NW . I I ` 0=12.18 01 \ t\ A A) .1 Z L=60.20 \ \ I- ` �6 tib. / i' _ _ _ -4- C=78.87 -7 =7'20'2o- � 60 1 V I ST. NW N /- A=9.36'51" / O N — / ,�C/ / 0 n/ 3 \ \ I �Q?I E NW 7 n Oh �� ��`�' \�I Drainage & Utility Easement / 60 lr� N : \ 175TH 7 per record plat of EAGLES / it O \ l u T I- I _ _ AD ��• / MARSH SECOND ADDITION / I 0 175TH 1-4 Nw P ' IL)T I I ��OtA I I ) \_--B7.60 s ss O �/ \J lJ I \ I I NO SCALE 6 A' `D00 S01 °45 13 W 1 I \ mo o/ 0 2 A/ I R-220• ( �4 / L \ \ s ;r,�/ N N �� \ v v v� 0„E o D -22°`x$'54” ,-- 139.66 �� I�"�/ ��� �� ''F. _ /�; \ \\ 3s• �/ �� ^ / \ _ C.BRG=S3060 69 \'_---'--------- \ — — — I I I �Q6 \/SB3Ao1 / �o �' \ -- d-35.55'23" CHD=172• _ — I — �- — i I II II �, I ;`'��o�h / / \ �� / h ' v ~ L=175.56 R=280.00 \ ; Drainage & Utility Easement S26° L� L _ v �- - - - - - - - - _ �- per record plat of EAGLES 1 J 3j3 MARSH SECOND ADDITION 1 50 / \ \ �h' /i / S2 4'' O o S09°10' 40"E \� ��"' o // 9S / 8„ L �`� 4 o \�J o 2g0•g6 5 / �o o� / �� 83.03`' \ �' 76.06 -- 51 187.916tij�///ti�o� /�^�^�� \ '- 16� S07°15'45"W 1 3 rn ao o^,� / \ \ \ ,��oy V,��.�/ ,�1 �`',n? �� 141.31 o E Ln r� c� 75 `�\ 75 eco / \ \\ /�// �/ �/ �/ �I� \\�>-S83' -�\� i a� a o l� 0 1 ad \ \ / , ` \� / / J i' 33.6p3�58"ly I o z N 00 - --- it co \\�ti/\ 4 // I oo0 Z —� 141 s� , I 52> �� ,\ \ / / I C) 0 L — 1 S14. Dc o ��/ 1 �` o 'n a - - \\- i 'T 304 94 W o 6ro`L,0,6/ 'b °55� / \ \ tis / 1 Q N RRLSE _�� BVI/ \I \12FI I o 1 / \'S \ / 40 L-- 00 D E F o n / ' I Droino \ / �� I 50 / z 60 0 60 120 - w a, w ai o Eo 9e & _7 i 1 0 (- a� / 0 1 Serpent Utility / � \ \ / /1 I I T 1 /1 T , w _� iuw o ,/ 13 / I U) 0 2 z ° / 1 ^ / / \ \ ,y > I = SCALE IN FEET I ;�, ,/ /,` \iso,, G OUTLOT A 1Of Q O� I N `o I N i ep For the purposes of this plat the South line of UJ o0o I S00'S4'16�'W / // / \ \ / / O° ''� �o5P0� Cl) Outlot A, EAGLES MARSH SECOND ADDITION is N 0 00 �� 250.901 / / \ N�Z I ,A ���0 w assumed to bear South 89'39'27" East. _ N --- -------J / \ \ / `L Joy po �i .J o I I Itoln 104.17-r--N-----------I ISI L I J M ca— I N I Ki u) > �o°� °t G / / 1 Denotes a 1/2 inch by 14 inch iron monument \ IN �� I w 6O 1 co 2 / ^ o� et t��c'�`' / / / -- 91 5� „� Z O O 1 (,, o J / / \ Q 0 / /� \ 9 3 0 fco• ,^j set with a plastic cap marked R.L.S. No. 18420 i I o a / / \ tiA A �P ,\c�9 p�`L, N20 09 ev N Denotes an iron monument found C 75 w / G 1Cn L04 I I� / / \ 1°� . I\ vp D�01/ I f� o IN \/// \ 114 �o�� \\ �\ p/ CA ® Denotes a 1/2 inch by 14 inch iron monument set with a plastic cap marked R.L.S. No. 18420 v ��` ra'5'/ \ \ \ 'O I \� to be set within one year of the date of C E / 1 rn �� a \ '`/ / \ / Dcg '"i� ��I`v recording or sooner as specified by the 0 0 I \ N� 'Ts \ / / \ /h0 �`L1 v v / ; approving local governmental unit. 0 UJ `�;' i - � L=25.85 Ii 75 i //� ,< X11'23'41" �eL°C,// (o N 0012�1� I / / / A70 _'�^ ^�� , \ C� O+co %'0C6-,1 / IS?3�422g /� \ l-'� ; 'I DRAINAGE AND UTILITY 00 '0 d / 1 >>y \ \ `�?4�y •h0 �� \ s I $1 •� �•�l EASEMENTS ARE SHOWN THUS: '`^� .6) - �5259 \ i' I r ,'` , `�� '►,^� / c� \ '- sem, `1` N222 < ` 0 5 ��-28.76 36 -- — v'o —�—_ �1'`>J N?33 29 0 o ^�� �/ �_ - NOT TO SCALE N11 -14,11"E -- \\ Q� q°5 / o°' o°�`Go \� / c � / - D Being 10.00 feet in width and adjoining all \ / J'°o• 0\ �� / � Q�Q2 / right of way lines and plat boundary lines - \ / o d' \ / being 5.00 feet unless leins width wn andhadjoin ng is plat and L_ �/ �/ I N U \ / o: \ / \ side and rear lot lines unless otherwise / shown on this plat. /5 0 4 0 T- l / O o C) / 7 I A N1g. G I \ \ �,ly�h �/� of / U U I L _ U I L, Drainage 1� -& Utility -/ Easement m N \ CQ• • O \ °� 1 77 \—Delineated o \ \ 2�F t_ � Wetland A n n I _T_ I > —� �� - /—\vvl L I J 1 RUM RIVER LAND SURVEYORS & ENGINEERS SHEET 2 OF 2 SHEETS Resolution 17-____ A Resolution of the City of Elk River Granting Final Plat Approval for Eagles Marsh Third Addition Case No. P 17-09 WHEREAS, application has been made for final plat approval, pursuant to Section 30-374 of the Elk River City Code of Ordinances, of the property legally described on attached Exhibit A and hereinafter referred to as “the Property”; and WHEREAS, a preliminary plat of the Property was approved by the City Council on July 17, 2017; and WHEREAS, the proposed final plat is consistent with the preliminary plat as approved by the City Council; and WHEREAS, the proposed final plat complies with each of the conditions set forth by the City Council in its approval of the preliminary plat of the Property. NOW, THEREFORE, BE IT RESOLVED 1. It is hereby determined by the City Council for the City of Elk River as follows: A. The proposed subdivision is consistent with Chapter 30 of the City Code of Ordinances and conforms with all of its requirements. B. The proposed subdivision is consistent with all applicable general and specialized city, county, and regional plans including, but not limited to, the City’s Comprehensive Plan. C. The physical characteristics of the site, including, but not limited to, topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and drainage are suitable for the type and density of development and uses contemplated. D. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage transportation, erosion control and all other services, facilities and improvements otherwise required herein. E. The proposed subdivision will not cause substantial environmental damage. F. The proposed subdivision will not conflict with easements of record or with easements established by judgment of a court. G. The proposed subdivision will not have an undue or adverse impact on the reasonable development of neighboring land. 2. Final plat approval is hereby granted for the Property, subject to the conditions set forth in attached Exhibit B. 3. The officers of the City are hereby authorized, once the conditions set forth in Exhibit B are met and complied with, to sign the final plat for the Property and to issue a certified copy of this Resolution giving final approval of the plat. 4. The owner of the Property is authorized to record the final plat as required by law and shall file proof of said recording with the City. No building permits will be issued for the Property until the final plat is recorded. 5. This final plat approval shall expire two years from the date of this resolution if the final plat is not recorded within that time. Passed and adopted this 17th day of July, 2017. John J. Dietz, Mayor ATTEST: Tina Allard, City Clerk EXHIBIT A LEGAL DESCRIPTION Outlot A and C, EAGLES MARSH SECOND ADDITION, Sherburne County, Minnesota EXHIBIT B CONDITIONS OF APPROVAL 1. A Development Agreement must be signed by the city and developer prior to releasing the final plat for recording. 2. Staff approval of updated Final Plat document 3. Surface Water Management Impact Fee be paid in the amount required by the city when the Final Plat is released for recording (currently $233/lot). 4. Water Availability Charge shall be paid in the amount required by the city when the Final Plat is released for recording (currently $345/ plumbing unit). 5. A Letter of Credit shall be provided to the city in the amount of 100% of the costs of the public improvements. 6. Upon completion of all improvements and acceptance by the city, a security or warranty in a form acceptable to the city engineer must be secured. 7. Development Plan shall be approved by the city engineer prior to issuance of building permits. 8. Any item or condition found that indicates the site is likely to yield information important to pre-history or history shall be reported to the city immediately. Further, the city reserves the right to stop work authorized in its approval until the site is appropriately investigated and work is authorized.