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04/08/14
City of Farmington 430 Third Street Farmington, MN 55024 AGENDA PLANNING COMMISSION April 8, 2014 7:00 P.M. CITY COUNCIL CHAMBERS 1. CALL TO ORDER 2. ELECTION OF OFFICERS a) Chair b) Vice Chair 3. APPOINTMENTS TO COMMITTEES a) Empire, Farmington Planning Advisory Committee [EFPAC] b) Castle Rock Discussion Group c) Eureka Planning d) MUSA Review Committee 4. APPROVAL OF MINUTES a) January 14, 2014 Regular Meeting 5. PUBLIC HEARINGS a) Urban Chicken Permit Application Applicant: Kathleen Jordahl 18303 Exodus Court Farmington, MN 55024 b) Preliminary, Final Plat and PUD — New Sunrise Addition Applicant: Tru Value Homes, LLC 5745 Meadow Lane Elko, MN 55020 c) Interim Use Permit — Installation and use of a solar energy system Applicant: Great River Energy 12300 Elm Creek Boulevard Maple Grove, MN 55369 A Proud Past - A Promising Future Committed to Providing High Quality, Timely and Responsive Service to All Of Our Customers d) Variance from Section 10- 6 -4(D) allowing an access drive within an industrial district wider than 60 feet. Applicant: Valmont Industries, Inc. 20805 Eaton Avenue Farmington, MN 55024 6. DISCUSSION a) Discussion of existing Special Exception Permit — 20522 Akin Road (verbal) 7. ADJOURN City of Farmington 430 Third Street Farmington, Minnesota 651.280.6800 • Fax 651.280.6899 www.ci.farmington.mn.us TO: Planning Commission FROM: Tony Wippler, Planning Manager SUBJECT: Appointments to Committee DATE: April 8, 2014 INTRODUCTION / DISCUSSION The Planning Commission needs to discuss which commissioner(s) should represent the following committees: a) Empire / Farmington Planning Advisory Committee [EFPAC] This committee meets periodically to discuss topics pertinent to Farmington and Empire Township. Council Member Fogarty represents the City Council on this committee. One Planning Commissioner is needed to represent the Commission on this committee. The 2013 PC representative was Planning Commissioner Primmer b) Castle Rock Discussion Group This committee meets periodically to discuss topics pertinent to Farmington and Castle Rock Township. Mayor Larson represents the City Council on this committee. One Planning Commissioner is needed to represent the Commission on this committee. The 2013 PC representative was Planning Commissioner Franceschelli. c) Eureka / Farmington Planning Group This committee meets periodically to discuss topics pertinent to Farmington and Eureka Township. Council Member Bonar represents the City Council on this committee. One Planning Commissioner is needed to represent the Commission on this committee. The 2013 PC representative was Commissioner Kuyper. d) MUSA Review Committee This committee meets periodically to discuss the growth of Farmington and where the next extension of sewer will occur in the future. Council Members Donnelly and Bartholomay represent the City Council on this committee. Two Planning Commissioners are needed to represent the Commission on this committee. The Committee is also made up of two members from the Park & Recreation Advisory Committee / staff and two members from the School District Board / staff. The 2013 PC representatives were Commissioners Kuyper and Bjorge. ACTION REQUESTED The Planning Commission should discuss and appoint who will represent the Commission on each of the aforementioned committees during the 2014 calendar year. Respectfully submitted, ro--1"7 Tony Wippler, Planning Manager City of Farmington 430 Third Street Farmington, Minnesota 651.280.6800 • Fax 651.280.6899 www.ci.farmington.mn.us TO: FROM: SUBJECT: DATE: Planning Commission Tony Wippler, Planning Manager Urban Chicken Permit Application — Kathleen Jordahl — 18303 Exodus Court April 8, 2014 INTRODUCTION Kathleen Jordahl is seeking approval of an Urban Chicken Permit. The subject property is 18303 Exodus Court. Planning Division Review Site Address: 18303 Exodus Court Property Owner /Applicant: Attachments: Legal Description: Lot Area: Existing Land Use: Surrounding Land Use: Existing Zoning: DISCUSSION Kathleen Jordahl 18303 Exodus Court Farmington, MN 55024 1. Application (Ex. A) 2. Site Plan / Aerial (Ex. B) 3. Picture of coop (Ex. C) Lot Three (3), Block Two (2), HILLVIEW ADDITION 0.26 acres (11,210 square feet) Single - family residence Single - family dwellings are adjacent to the north, south, and east. City parkland is adjacent to the west. R -1 (Low Density Residential) Kathleen Jordahl has applied for an Urban Chicken Permit. The permit is requesting the keeping of three (3) hen chickens on the property located at 18303 Exodus Court. The proposed coop, as shown in Exhibit C, is approximately 14 square feet in size and 4 feet tall. The applicant does plan to construct a chicken run next to the coop. The run is proposed to be 2 feet in depth and 10 feet in length (20 square feet total) with a fence height of 5 feet. The coop and run as proposed meet the requirements identified in Section 10 -6 -29 of the City Code. As shown in Exhibit B, the coop and run are proposed to be located in the back of the property near the center of the rear yard. The proposed location meets all setback requirements listed in Section 10 -6 -29 of the City Code and will be approximately thirty (30') feet from the nearest home adjacent to the North (the minimum distance from coop and run to adjacent homes is twenty -five (25') feet). In addition, the coop and run must be setback at least 10 feet from all property lines. The proposed location meets this requirement. Lot coverage is not an issue with this application. The lot coverage with the proposed coop will be approximately 16.18 %. The maximum lot coverage allowed in the R -1 Zoning District is 30 %. Section 10- 6- 29(K)6 states that any chicken coop or run shall be screened from view with a solid fence or landscaped buffer with a minimum height of four (4') feet. Currently, the rear of the property is fenced with a chain link fence. The applicant has indicated that no additional perimeter fencing will be added with the coop and run. The rear of the property has a considerable amount of vegetation already. Staff is comfortable with the current landscaping around the yard as a buffer /screen for the coop and run. ACTION REQUESTED Approve the Urban Chicken Permit subject to the following conditions: 1. A renewal permit shall be applied for and administratively approved every year after the Urban Chicken Permit has been approved that chickens are kept on the property. 2. All other requirements specified in Section 10 -6 -29 of the City Code shall be abided by. Respectfully submitted, -T1 —i.)(7 Tony Wippler, Planning Manager Cc: Kathleen Jordahl, 18303 Exodus Court al A City of Farmington 430 Third Street Farmington, Minnesota 651.280.6800 • Fax 651.280.6899 wwwci.faimington.mn.us MAR 2 0 1 URBAN CHICKEN PERMIT APPLICATION 1 ❑ Please identify coop and run information on a scaled site plan or property survey that shows lot lines, structures and existing conditions. r� 2 2 Site Address for chickens: C�� 3C'� 3 C o d us `71-- The above referenced property's Homeowner's Association rules, if any, do not prohibit the keeping of chickens on the property: (please initial) Yes No Not Applicable ?C Applicant: _"1 y 3;7 7./ ctke Phone: 6 5-1--c;)67-3 067 n? Address: % 2 . 0 j E>4C166t.S 04% FeVLY rcl Street City Property Owner Name: Address: A-MEL Street Mn State Zip Code Phone: t, 5 - 0.6 -d City State Zip Code Property Owner Signature (If different than applicant): Date: Current Zoning District: g " 1 1/, 2_09 ,r2 Current Land lJse: Q Coop/Run Information Number of Chickens: Dimension of chicken coop: (detailed plans & elevations required) I Dimension of chicken run: . X / 0 �� �' �t (detailed plans & elevations required) Description of exterior materials for the coop and run: • Will a fence be added in addition to the coop and run? Yes If yes, describe location, size and materials for fence :. qr. may_ r I 1 Ex- Dakota County, MN Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. Dakota County assumes no legal responsibility for the information contained in this data. Map Scale 1 inch = 40 feet 4/2/2014 tx,,_ City of Farmington 430 Third Street Farmington, Minnesota 651.280.6800 • Fax 651.280.6899 www.ci.farmington.mn.us TO: FROM: SUBJECT: DATE: INTRODUCTION Planning Commission Tony Wippler, Planning Manager Preliminary, Final Plat and PUD — New Sunrise Addition April 8, 2014 The developer, Tim Giles of Tru Value Homes, LLC is proposing to replat 10.30 acres of the Sunrise Ponds, LLC Subdivision. The original plat and PUD were approved by the City Council in 2006. The proposed preliminary and final plat for New Sunrise Addition consists of 59 single - family residential lots. The proposed replatted subdivision is generally located west of Cambodia Avenue and South of 210th Street. The Developer is also requesting approval of a Planned Unit Development Agreement and Design Standards. Planning Division Review Developer /Contract purchaser: Property Owner(s): Location of Property: Existing Zoning: Existing Conditions: Tru Value Homes, LLC Tim Giles 5745 Meadow Lane Elko, MN 55020 Premier Bank Minnesota Casey Regan 500 W. 98th Street Bloomington, MN 55420 POR -MKR Real Estate, LLC Pat Regan 101 E. 10th Street, Suite 300 Hastings, MN 55033 Generally located west of Cambodia Avenue and South of 210th Street. R -2 (Low/Medium Density Residential) Nine homes were previously built in the Sunrise Ponds, LLC subdivision. The lots containing these nine homes are not a part of this preliminary and final plat application. The existing conditions are shown on sheet C -2 of the attached submittal. Proposed Development: Streets and Access: Sidewalks and Trails: The proposed preliminary and final plat consists of 59 single- family residential lots and 2 outlots. The outlots encompass a trail and public parkland. The road and alley layout will be modified from what was originally approved in 2006. The original plat in 2006 had the streets and alleyway outlotted because they were to be private streets. With the proposed New Sunrise Addition Preliminary and Final Plat the roads and alleyway are to become public. The right -of -way in the proposed preliminary and final plat varies from 32' in width to 50' in width. The portions of narrower right -of -way widths are in locations were the existing nine homes from the original development are located (these nine lots are excluded from this proposed preliminary and final plat). 211th Street will be extended east and will transition to Cambridge Way that will continue south to connect to 212th Street W. It should also be noted that the original plat approved in 2006 had a portion of 209th Street W extending north from 211th Street W to the right -of -way of 210th Street. This portion of 209th Street will be removed with the proposed replat. The alley is also being modified with the replat. A large portion of the original east/west alley will be removed to provide for deeper lots. A portion of the east/west alley will remain to provide access for the property located at 3049 212th Street W. The other change to note with the alleyway is that it will be extended all the way north to 211th Street. No sidewalks are proposed within the development. A trail linkage is shown as Outlot B on the preliminary and final plat. This outlot is located between Lots 12 and 13, Block 2 and would encompass a trail extending from 211th Street W northeast to the right -of -way of 210th Street. Topography: The property is relatively flat. DISCUSSION The developer proposes to replat 10.30 acres of the Sunrise Ponds LLC subdivision. The proposed preliminary and final plat consists of 59 single - family residential lots and 2 outlots. The developer is proposing the replat to enlarge the lots in an attempt to make the development more marketable. The preliminary and final plat for New Sunrise Addition also includes the platting of Outlot F Sunrise Ponds, LLC into buildable lots. Lot Sizes The developer proposes lot sizes ranging from 3,622 to 9,093 square feet in size with lot averages at 5,377 square feet in the development. Parks and Trails Outlot A will be dedicated parkland for this development. The City's Park and recreation Advisory Commission has reviewed the plat submittal and is agreeable to accept Outlot A as a public park. At this time what amenities will be placed in the park have not yet been decided. The City will work with the developer to determine what the appropriate amenities will be for the park area. This will be worked out through the development contract process. A trail linkage is shown as Outlot B on the preliminary and final plat. This outlot is located between Lots 12 and 13, Block 2 and would encompass a trail extending from 211th Street W northeast to the right -of -way of 210th Street. Engineering Review The Engineering Division has reviewed and is recommending approval of the New Sunrise Addition Preliminary and Final Plat. The approval is contingent upon the satisfaction of all Engineering comments concerning grading, stormwater and utilities. The Engineering Division did provide comments to the Developer's Engineer regarding the plat, grading, Stornwater and Utilities. The platting comments were minimal and consisted of labeling and providing dimensions for certain easements on two lots and will have to be addressed prior to the recording of the Final Plat. Planned Unit Development Agreement The developer is also requesting the approval of a Planned Unit Development Agreement, which I have attached to this memorandum. The agreement is similar to the previous one approved in 2006. The agreement addresses such things as minimum lot size, minimum lot width lot coverage, setbacks and the fact that the road right -of -way to be dedicated will not meet the minim width required by code. The agreement also requires fencing that would be adjacent to the alleyway to be setback a minimum of 10 feet. The PUD Agreement also includes design standards that have been slightly modified from what was originally approved in 2006. The most drastic change with the proposed agreement is the requirement for a minimum of 10 floor plans has been removed. ACTION REQUESTED Recommend approval of the New Sunrise Addition Preliminary, Final Plat and Planned Unit Development Agreement subject to the following conditions: 1. Preparation and execution of a Development Contract. 2. Satisfaction of all Engineering comments concerning the plat, and construction plans for grading, stormwater and utilities. Respectfully submitted, Tony Wippler, Planning Manager Cc: Tim Giles, Tru Value Homes, LLC Casey Regan, Premier Bank Grant Jacobson, Jacobson Engineers & Surveyors CONSTRUCTION PLANS FOR: NEW SUNRISE ADDITION ORE FARMINGTON, MINNESOTA TRU VALUE HOMES ONE 00111 LINE a 96 1//4 a 21 OTH TILE_ v 2 3 JE 2 3 4 5 2 7 8 9 10 11 12 Fir IlMEEFM.M=LMINI 1��1�U�1�16'fit•1�1�1�I�I Id*I1�1 r , // I / � � I I I \I ✓ 1 II 9 ! 10 I 12 13 _ 1 1 15 i6 17 18 II _1 14 V 1 Ff I I I I I HOUSE I 2 L J L_____J 16 4 5 2 3 5 SHFFT INDEX At DESCRIPTION PREUMINARY PUT / COVER SHEET TOPOGRAPHIC SURVEY OEMOUTON PUN OVERALL GRADING DRAINAGE AND UTILITY PLAN SANITARY SEWER AND WATERMAIN -PUN AND PROFILE (CAMBRIDGE WAY) 6 STREET AND 54042 SEWER -PLAN AND PROFILE (CAMBRIDGE WAY) 7 STORM SEWER -PUN AND PROFILE (BACKYARD CATCH BASINS) B STANDARD DETAIL PLATES- EROSION CONTROL 9 STANDARD DETAIL PLATES - STREETS, LIBHRNG CURB 10 STANDARD DETAIL PLATES-UTILITIES I STANDARD DETAIL PLATES - UTILITIES CONTINUED 12 STANDARD DETAIL PLATES- UTUTES CONTINUED PUT DEDICATION PAGE 14 FINAL PUT 704117 MAP NO SGLE 2101N STREET %EST SITE OUS 8 OLI 2 LJ c3 () SCALE N FEET 20 6 - DEMOTES IRON MONUMENT BEARINGS ARE 0SUMED OAT. S - - ST- - OHE E H- ro LP. CB 50.11. XFMR. CBLX. WATER MAIN LINE SANITARY SEWER LINE STORM SEWER LINE OVERHEAD ELECTRICAL LINE BURIED ELECTRICAL LINE BURIED TELEPHONE LNE BURIED GAS UNE FIRE HYDRANT POWER POLE LIGHT POLE CATCH BASIN AREA CATCH BASIN WATER VALVE MANHOLE TRANSFORMER CABLE BOX ELECTRICAL STUB CABLE B TELfPHONESNB NOTES I) aasF DFNtl3 si to AccGNARLED (DESG;JE: _- "BMIL1. (FLAWING <bPHER ALATE ONE CALL AT 611 fTR TUtt, GAS LINE. ANDLL ELECTRICAL LINE S0VO'll 1 096 -2 (LOw/E0U4 DENNTY RESDEFPUn9IUO 5-2.0 OU /AC) 420111 40005 00 (OO EounNNi F OLIES, 01611 -SEVEN (47) VACANT AREA CALCULATIONS DESCRIPTION SQUARE FEET ACRES NUMBER OF LOTS BLOCK 1 29,939 0.69 6 BLOCK 2 100391 2.44 19 BLOCK 3 108,681 2.50 16 BLOCK 4 28.004 0.60 BLOCK 5 3,822 0.08 1 BLOCK 6 30,551 0.70 7 BLOCK 7 4,103 0.09 BLOCK 8 7,747 018 2 OUTLOT C 11,253 0.26 - ROAD /ALLEY 120.306 2.76 - TOTAL 446,797 10.30 59 REVISIONS 3 /20 /41REYSX0NS PER COT CawaNTS PRP,. N4 214005 ENECREN MD ROOK 2 /0 /I4 h.rt R d uo< nl. Pte. w..,n�Ir " 1..I ., . =m. En9 .. on Loa 9 °„voyar under e. Ion of lx. at . of MN...m. ,9( 1741 Nuns C.aw D..i•w.7 _ 9.50. 03/26/14 JACOBSON ENGINEERS & SURVEYORS bem,enenyrvsw,. 1,029 IERON 062) 09-240 000020 MN 65044 FAX 19921 409 -4024 PRERP.o FOR Tn■ V01ue Horner, LLC Attn: Ten Giles 5745 Meadow Lone Elko, MN 55020 PRELIMINARY PLAT NEW SUNRISE ADDITION FARMINGTON, MN 14 ----- -- ------------------------------- ---- ------------------- _ ----- 210TH STREET ---- 894— ---- EaSIING SER Es11010-045. ----- 697 -------------- / ELEVATION = ----- _ ----- ----------------- 58-- / BENCHMARK DAN. C-0. C.I.M. oFF ofx c73 I----1 1---1 -1 r--1 I---1 r--7 r--1 -1 r--1 I I BI_QC 2 I I 1 2 3 4 5 i i 6 1 7 8 9 1 coNc. AF1R0f I -9.-- L 1 1 _ 1, 1 L__J L__J L-\J L-_,aerl OU TLOT B -------- OUTLOT F 13 12 11 10 9 8 7 6 5 MO .,, EIE 3 . 1 , TLOC OU TLOT ----- ------------------ Trr --- 892-- ----------- — -- 55,6.30 8946'55" W 342.50 N 893254" W CONC. APRON LOT A PROPERTY DESCRIPTION: SUNRISE PONDS U.C. Dakota County, Minnesota, according to the reCOrded plat thereof. HWL=891.6 OL:TL.OT E ---- ------------------------------------------------------------------------------------------------------------------- ---------------------- , POND IPAL=B91.5 SCALE N FEET 120 - DENOTES R. MONUMENT BEARINGS APE ASSUMED DAVY 1 FCEND W — WATER MAIN UNE — s — SANITARY SEWER UNE —ST — STORM SEWER LINE OHE — OVERHEAD ELECTRICAL LINE —E — BUM. ELECTRICAL LINE T — BURIED TELEPHONE uNE — C — BUR. GAS UNE WED. FIRE HYDRANT P07,3 POLE L.P. LIGHT POLE CATCH BASIN WATER VALVE MANHOLE XFMR. TRANSFORMER CBLX. CAB. BOX EXISTING CONTOUR UNE )E ELECTRICAL STUB © CABLE me 70 TELEPHONE ma NOTES 1) UTILITIES SHOWN ARE APPROXIMATE LOCATION. LOCATIONS 07- UNDERGROUND USLITIES COMPILED FROM WSUAL EVOENCE (FLAGGING & PAINT MARKS) AND RECORD DRAVANGS (DESIGN Se AS-511L13. CALL CAPHER STATE ONE CALL AT 811 FOR ALL UTILITY. GAS UNE, AND ELECTRIC, LINE LOCASONS PRIOR TO EXCAVATION. 2) BENCHMARK - DAKOTA COUNTY CAST IRON MONUMENT NEAR NORTHEAST CORNER OF PROJECT - 895.34 3) PROPERTY CURRENTLY ZONED R-2 (LOW/MEDIUM DENSITY RESIDENIIAL-3.6-6.17 DU/AC) 01=IrIN'ZiEGZE°R71,41'."E° " ,s_Vr„;2'ufNEZTZ '4,71tEasi " 6) SHADED AREA REPRESENTS EXISTING BITUMINOUS SURFACE. 7) DRAINA. AND UTILITY EASEMENTS EXIST OVER 1111 ENTREE! OF OUTLOTS A. 5, C. 0, AND E. OUTLOTS 0 & E WERE TO BE `AWITEODVATL° OnlintZ0,`,EIS'EtnINCLPDTO VIIILE'P'tArs DEVELOPMENT CONIRACT EEPACEN THE CITY 07- 7-4024100102 AND SUNRISE PONDS LLC PER 00C. NO. 2465362. CONDIIIONS AND RESTRICTIONS CONTAINED IN THE DECLARATION OF PROTECEVE COVENANTS, CONDITIONS AND RESTRICTIONS PER DOC. NO. 2514202 ARE NOT SHOWN ON THIS SURVEY. '71EEAsEr'JFT TEl°ETEFtAl`');' F10trr.0,ZOE. ZAlgSAL.oT HAS BEEN ESTABLISHED PERDOCUMENT NO. 2561784. PENSIONS PRO, 21.005 2/27/10 7 ADDED EASMENENTS PEA 111LE couwn&NT 3/28/. RENSONS PER CITY COMMENTS ONANN. GAM CHECIODI 00.1 SEALE. AS SNOM PELD DOOR. A 7&971. N020 P.,is.aftwo 0075.L119_ Dew. 03/28/14 JACOBSON ENGINEERS & SURVEYORS NE,DN wAy 1072) 982-23.26 LARENLLE. SSC. F. (952) 46.-4628 PREPARED FOR Tru Value Homes, LLC Attn: Tirn Giles 5745 Meadow Lane Elko, MN 55020 TOPOGRAPHIC SURVEY NEW SUNRISE ADDITION FARMINGTON, MN / OUIL.,I ONE a� DxE D E D E PP a P.P. of a BGD P.P.oxE 210TH STREET WEST Px SCALE FEET ux w e = DD SID R -465D0 R 81.25 �<�N 89'45'33" W \ 864.22 , „;.7 _ ------ T 7 L1 -1 r -1 I 1 6 ° L___ - - �___ -- 1 J °. -° r 2 L___�,P, -- 61 ••.. L C i 3 L_ C _I - - i L____J -- 1 4 1 r 5 L_ o J m. r II -__ , 6 i L / • „___ _„ % /��� //, � / / % REMOVE OF 2,5]D SO. FT. BITUMINOUS STUB REMOVE TEMP. HYDRANT AND RE- LOCATE I Np �b Eu� a� m o DENOTES lROx Box... REARMS ARE Asmxm DAWN IFjFND —W WATER MAIN UNE 5 SANITARr SEWER UNE HE- - OVEERRHEADWEtLECTRRICAL LINE _ E _ — BUR. ELECTRICAL UNE BURIED TELEPHONE UNE BURIED CAS LINE J 1 I��I �1 , • xva • � 1 in 5 ■ LI , 0 4 1 J .- .. _, 3 r - -7 1--1 r7 B L 1 4 1 ._ C N 5 1 r 1 x)0 ® -1 21 6 1 -.. r 7 . 1 8 I ° .. 9 • C OUT�OT FTRANSFORMER REMOVE 9,015 SO. FT. OF BITUMINOUS ALLEY REMOVE 130 SO. FT OF ALLEY BUBBLE X � eP :, �' p O 0 N xw. ow'w�� W 8W w HYD FIRE HYDRANT P.P. POWER POLE L.P. LIGHT POa C.B. CATCH BAS IN L E ELECTRICAL Sle () CABLE STUB _J , / L__J LJ / / /li /�` LJ LJ LJ LJ / NOTES CE IMCtaxGe t No oaooR HFroES.ALkNDE-xB2, ELECTRICAL STAUHE R LOCATORS T ROREN ENCPVATION' CAS UNE, ANDLL a R) WS REUONID fAgA TxE EnBN E ALIFY RNO ROnO N HINDUS RECYCLED B wu USED FOR l`° W A ti o PLACED AROUND THE ST CKPILE Muni °;HEPSS:aKKPIILE Is FENCE W 3) XEWE� alTUUxaus auE aDeACEHT TO THE THREE (3) MST. ro es LEFT IN PucE. Y RaxTS THAT ,R a) ,,lia Lawnws. E .oWH TO BE REMOVED WM BE RE- INSTAUEO AT ro � 1 ` 1 2 I \..• j Iti6 15 L_�.sb.. Hw li 14 13 1 11 12 J L L `, .. __ `L. B 1 1 11 1 _ __ � 10 C 11 10 1 L -_J �. Iln' 8 L� 7 �_ 6 <a. 5 on J- i / 4 / // / � �`� .� / m p 0 0 N 1 \ `\`„ '� I 1 w 9 -- mo ' "I A� / 1 —_, _,r '.. \ / w m <�,,.� < OUTLOT = �. OUTLOT C � / r----1 / I OUSE I i 18 I I 17 1 I J L______ L J r^ _ If I I OU HousE I L____J I I r I 1 15 I L____I -II- 1 1 I ..., --I 1 1 14 I I B L C� L____J mm . r 1 13 1C K I L____ f - - - -1 I 12 I y a. + � P"'" -' —� ° /� 1 I Irk ♦ I 11 `. i ,i \\ I I i /�`� �\ 'xro I 111 10 / �_J ^` REMOVE TEMP. HYDRANT '• xw REMOVE CONC. CURB & GUTTE xro 136.30 342.50 / / 9 i \` N 89'46'55” W N 89'32'54' W ' i '' / `v SLQT S'9b �� PROPERTY DESCRIPTION: 30' w 4,,,ou 1 / l fJ 1 r- - -7 f- ___ 1 -, NRISE PONDS LLC, Da Oto Co y, nnesota. oceerdIng to the /200/020 plot 142140f. k E 1 / 5 1 I 5 / I I / 1 1 H40USE 3 2 R01RR b z _-'I _ 398.00 OUT,..,, E N 89'50'09" W NO, x,ucas ■ Amy "�"wf'Q�"�� �° xe. .:s JACOBSON ENGINEERS & SURVEYORS p,m„,ey,°,a.. esrz) We -u a N , w iO . FAN vs ..69-4624 u Value Homes, LLC Attn: lm Giles 5745 Meadow Lone Elko. MN 55020 DEMOLITION PLAN NEW SUNRISE ADDITION FARMINGTON, MN Z O C -3 14 }Wen.. RE vox: rER on ooNxmTS oROe sec GELD BWx mst xen: Gb< Y D h„„,,,,..., saw 03/2B/1< oAE rznenv .----- 897 -- INSTAWI O) R -4.442 CAST NG - NSTALL.-SERTEES TO ME_ _ -- 094- --� = "- --- '- - - - - -- -- - - - - -- - - - - -- INSTALL 'AREA C.B. CONNECT INTO 00011N0 STORM UNE =198.59 NV. =888.11 _______ _ _ _ __ ___ ___ — - -�C _ -•_- -895 ALL 2 R -4ASTNa5 AND 4 LOWER TO E I P.P.' JSTALL AREA fit. AND IS ONE BENCHMARK { D).. CO. C.I.M ELEVATION - 895.34 SELO 96' I I I SELO • - \SELO BR rSELO SELO 8 e1061 .i BD ese LIMA �'I fslQ I1i214 r.vil�rl�ns :IEEnnii I� nIniori r Mailianimams � WWI s €26 12 '•A I J r , -e0 $ELO _ "- e6�o" I,.T SELOMee ,.y rA°�9A Y SELO•eOybV 15.6 I/ SELOb..e enT.: 1 cA_e9. 11 e.. e $ I.,I 7 Iaeu18iz I 901 10 D 11 T 1 l es 895 .9P SELO eT j 5 go M e ° B ''''Lb J 20 5 w R'f 0'' ..1.. �_I_ $ s x.17 la 1.:., A PI I 895- I L I 0'18/ Rb I I � 9� I g. �� � " -•B> m$ SELO 7 1. 6 5 HOUSE AP 8. la I �s.B9 -- - �IiG��leil�i�lliirll. 0 1 e..e94D g- 9° e-°B4 : 1 cF e64D I I 5SELO 1 SELO y aSELO 1 •8 3 169 SELO I I '05EL0 I 13 SELO 73io 14 m °._ e2 POND HWL =891.6 BBa.a a 2% MIN. °BS_a GARAGE �B5 TYPICAL LOT LAYOUT AND ELEVATIONS (LOT 3, BLOCK 1 SHOWN) 2D'rMI HOUSE I I 75EL01 �'_89e ' �n -iei✓ I I I I I ___894- gi - ____ 09A!._ "__895 qT-- 0 _ _- _________ ____ ___._ -___ _ _____ _ 892 -__ ___ ____ _ _____________ 891__:____ _.__ - • - - '889..___8? __- _ -__ __- POND MI 111L =391.6 2) 3) 4) 5) ,° 8) T) 0) 9) SCALE IN FEET 1 slD 1 SEAPJNGS ARE ASSUMED DAT. ERFMAIN OUNE — - S SANITARY SEWER LINE — ST STORM SEWER UNE - E OVERHEAD ELECTRICAL UNE E BURIED ELECTRC. LINE — i BURIED TELEPHONE UNE — O BURIED CAS LINE HEM FIRE HYDRANT P.P. POWER POLE P. LIGHT POLE BASIN A CBB EAN AT. �.H. BASIN WATER MANHOLE E TRANSFORM. CB. Ox EXISIINC CONTOUR UNE — 895 ROPOSEO SPOT UNE CORNER T ELEVATION AT LOT - SILT FENCE • ELECTRICAL STUB • CABLE STUB • TELEPHONE STUB STUB o ES (SEE NOTE ND. 17) F/R PROPOSED GRADE AT FRONT AND REAR GE PRO90SE0 GARAGE FLOOR ELEV. BA PROPOSED BASEMENT FLOCK ELEV. # PROPOSED UGHT POLE (4) SELO SPUT ENTRY LOOKOUT NOTES LOCATION. TUTES COMPILED FROM LI.AL EVIDENCE(FLAGG/NG eN UNDERGROUND PANTU LURKS) AND TO ExCAVATM. T00105080 ttg cqs UNE,RnuD El.gi ICAL UNE LOCATON9 At, BENCHMARK - DAKOTA COUNT( CAST IR. MONOM.T NEAR NORTHEAST CORNER OF PROJECT 895.34 PROPE410 IJRRERRLY DU /AC) R-2 (LOW/MEDIUM DENSE, 9DRYEY200 0/ 0858.1012 Y PERFORMED BY JACOBSON EN0NEERS Pe ALL CONSTRUCT. SHALL BF DONE IN ACCORDANCE WITH THE 'CITY OF FARMINGTON UTILE. AND STREET CONSTRUCTION STANDARD SPECIFICATONS: REPAIR EXISING STREET PER CITY OF FARMINGTON STANDARD SPECIFICATONS AT .L PROPOSED UTUT2 CROSSINGS. All DISTURBED AREAS .ALL IPAISEEm9,7,TU.11,1.40,i2Z-1.151 PLAACE0 AT l'ARD:FI'71ACFrE 7.1.7%2 ;LE. SOD SHALL BE PLACEITA' MILL. OF BEHIND ALL CURBED AREAS. UN.SS STATED OTHERWSE . THE LANDSCAPE PLAN. RE-VEGETATE .1E YAWN 48 HOU. OF FINAL GRADING GONS.UCT SILT FENCE AS NEEDED. t0) PR U3 ,Faz (02 0 6000 08010 06 400101 of *HEM STRUCTURE II) B DIP WATER MAIN SHALL 00 CLASS 52. 12) EG PVC SANITARY SEWER SHALL BE SOR 35. 14) SLOPES AS 9100! ARE 01 OR LESS. 14) OBTAIN NPDE5 PERMIT PRIOR TO START OF GONSmua1ON. 10) 4 R SERVICE PIPE SHALL BE SCHEDULE 40 ANO SLOPED As NEEDED DUE TO mAnC ro FROU cd. AEcTMrl7 "VJO "- CPTUN 10) v11E M M 114 W101 ¢ LL R ABHA00 uD PER CITY REOUIREMENTS. PENSIONS 3/26/0 PENSIONS PER PITS 009x1819 OPP. GPM MEP., Gal no.o POOP DA1E: 2/18/14 a, mr a9«t werAYn ena uet sn o a yL emw im�bMa ROW,. .r.BQ f�. LC) Mee„ PAM Noes �N/ %.w=M.eeev Dote, 03/20/14 JACOBSON ENGINEERS & SURVEYORS bra eneeng rn.can 21029 11.0N VOW (052) 466 -4229 0A0E1811E GH 85044 FAR (952) 400 -4624 PREPARED FOR, Tru Value Homes, LLC Attn: Tim Giles 5745 Meadow Lane Elko, MN 55020 GRADING, DRAINAGE AND UTILITY PLAN NEW SUNRISE ADDITION FARMINGTON, MN an 1111111 • 3117,6 J . xA ®oo I ee SANITARY SEWER & WATERMAIN- PROPOSED PROFILE U) 0 0 0 0 in l 'I MINEINIFI 1 I I I � I - C I I owl kB' III ' III I, :a ithi i fainii iiiii IWIP 1III!utIIimllUIHIIII!uI ii ii aiii !N"WOO!IIIi!HHIIIL it III1HOhI1IFiIIHIII!IIIIIII IIIIIIIIIIIIIIIliIflhiII NI i o °o m m m m m CJ z w VG In 0 N p w z < z Q w au-3 ow ce zm W J < dU z N �Ey B r a�nw (n o w > z o N m� U �w w w z z w: I SCALE H FEET FGFND — W WATER MAIN LINE S — SANITARY SEWER UNE STORM SEWER LINE — OVERHEAD ELECTRICAL LINE — E — BURIED ELECTRICAL UNE — T— BURIED TELEPHONE UNE — O — BURIED GAS UNE FIRE HYDRANT L.P. POWER POLE .B. LIGHT POLE BASIN A.C.B. AREA HCATCH BASIN W.V. WATER VALVE M.H. MANHOLE XFMR. TRANSFORMER CBLX. CABLE BOX 5 ELECTRICAL STUB © CABLE STUB • TELEPHONE STIR NOTES 1) THE LOCATIONS OF EXISTING UTILITIES ARE SHOWN IN AN APPROXMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO ANY FULLY RESPONSIBLE FOR ANY DAMAGES DUE TO THE FAILURE TO LOCATE NY AND ALL UNDERGROUND UTILITIES. 2) MAINTAIN 18' OF VERTICAL SEPARATION BETAEEN WATER PIPES AND STORM SEWER PIPES. 3) NET PROTECTION S TO HAVE 03200 INLET E INSTALLED 801441155 DEVICES AFTER DSTAORML ESEVER2) CONSTRUCTION (SEE SWPPP NOTES & DETAILS). STORM SEWER— PROFILE 9— _. TER 905 900 895 04R LOL. NTO :NISRNC -STORM M:H: r TOry ArvD EVvA H,an -1 +00 0 +00 1 +00 2 +00 3 +00 890 885 1 J I AAAWL+f�I�M W ✓ 1 r- - -1 L J L J L _0 L J J zer-- Air , CAMBRIDGE WAY— PROFILE 910 905 900 895 890 885 ========= ==== ENE EMI1 = ,' iMMIN s� == ___ ___ . -4444 ............ — 098 == BEEMIESE E -1 +00 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 0 905 900 895 890 8 +00 885 REVISIONS /28XI. IREV„ONS PE27 CITY COMMD,rs AS SNOVH DARE. 2/19/,■ R am Lanes wr and w wa m u.s a"f Mono.. `� s� wnM.aQ�., mnt Hann aa4sr D .h.2..0 0.28 03/20/14 JACOBSON ENGINEERS & SURVEYORS kr.4.raPOVnWmm SIM HERON WAY OW) 248-&0x03 USENLLC w 53044 FAX (990 4¢9_4624 PREPARED FOR: Tru value Homes, LLG Attn: Tim Giles 5745 Meadow Lane Elko, MN 55020 STREET & STORM SEWER PLAN & PROFILE CAMBRIDGE WAY NEW SUNRISE ADDITION FARMINGTON, MN C_6 14 SCALE N FEET 443 ea EL TEND WATER MAIN IRE SANITARY SEWER ENE SMRM SEWER OVERHEAD ELECTRICAL EIRE BURIED ELECTRICAL LINE BURIED TELEPHONE LINE BURIED GAS LINE FIRE HYDRANT POWER POLE UGHT POLE CATCH BASIN AREA CATCH BASIN WATER VALVE MANHOLE TRANSFORMER A CABLE BOX ELECTRICAL SMB CABLE SNB TELEPHONE STUB STORM SEWER STRUCTURE SCHEDULE NAME SIZE CASTING EX. CB.2A R -3067V R -3062V EX. C.B.13 CHANGING CASTRO FROM R-3801-TR EX. C.8.13A R -4342 CHANGING CASTING FROM R -3302 EX. C.B.13B R -4342 CHANGING CASTING FROM R -3382 EX. C.8.18 R -4342 CHANGING CASTING FROM R- 3290,3 NOTES O THE OCATIONS OF EXISTING UTUn A ES ARE SHOWN IN N APPROXIMATE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF uG ununES BE NG WORM. THE CONTRACTOR Ac ER ALL TO BE FULLY RESPONSBLE FOR ANLT DAIMAGES DUE TO THE FAILURE TO LOCATE ANY AND ALL UNDERGROUND UTILITIES. 2) MAINTAIN IF OF VERTCAL SEPARATION BETWEEN WATER PIPES AND STORM SEWER PIPES. 3) ALL LET O AC F DETAIL ). PROTECTOR SHALL N BE STLLEDIMMEDIATELY ATER STORM ESEWER IN CONSTRUCTION (SEE SWPPP NOTES k DETAILS). STORM SEWER— PROFILE 910 905 900 895 890 885 880 =u=s=m=nwa==s=== mmmmmmmm ®mmmmmma mmmmmmmammmmm1= E mmmmm� ce s mm.cs rmi mfl mb�1�„��m...4c i # mm ®m® m=mmmmmmm ®= ma m mmmm itiiit ummmmmmmm cm=moo u WM :1 == e=o==Enomium====== ilM MI —1 +00 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 910 905 900 895 890 6 +00 885 880 PRO1 NO. 21•005. 3/26/14 I8000IW)S PER Cm 00MMMTS CIIECEM. 40.11 2/ID/14 I harvl, certify woe IN. paw a- newt wog wepwea by me swery �1 d:dme.Z 11.I duly IICOIMI as MMonot 2enew—S,..b9, :seeL - Mew.. Nw_SS1eq_ P.61 x > G,u1.r 1)..Aww_ Dow 03/22/14 JACOBSON ENGINEERS & SURVEYORS M •e10.EMA.sov. 21020 fIERCH (es2) we -43x8 L KEMME. MN MOH Fox (882) 4E0 -1624 PREPARED FOR: Tn1 Value Homes, LLC Attn: Tim Giles 5745 8840dOW Lone Elko, MN 55020 STORM SEWER PLAN & PROFILE / STORM SEWER SCHEDULE NEW SUNRISE ADDITION FARMINGTON, MN T 0rM N. post Mod ' e mum N9 woos) (or V .re pale Zip M.. (or Np...xx ea. for woad pne) Beat a Ie , .Nn a mlNm w mu I nkol 00,10 (280 .Tae) ( MNO e`iwa) Nom: 1 .04 460ed1* Mtm0Nan Out prior (2 pal Awe with Unle "of istalMIXmAWI"eq... w mac assumed stood. Me -Wine mm,m. Ammer. mune. mew. pew men.. STANDARD OFTAII S SILT FENCE MACHINE SLICED FARMINGTON, MINNESOTA JON 2012 ER0 -01A W.NSINI ASwWWO Kt.. ICI M.N. LDOT a a p"I «.'uo°DL NOTE - X V wood pe.t. wow poets ws. Mot . post. ens N,oportea Pew .4104 fowls EOm1.2mO 9®26 PROMS O" STANDARD DETAILS BEEHIVE CASING AND FLARED END SECTION EROSION CONTROL FARMINGTON, MINNESOTA J IAAR ER0 -05 2012 c\MVOWS,V.MO RA8\aO WPM. mAaA\ NOTES: Conttooto to set pests pee Awia around IM Noah during We Nenh aM1Y m. Slee and M * awe. Sit Ieaa to 26 placed MOO./ to around r8 parin.V. T o haw It mn.. clearance tea ne Selo t STANDARD DETAILS EROSION CONTROL AROUND CATCH BASIN FARMINGTON, MINNESOTA ER0 -04 IOIZ WOW xMw.s \Mxdw na¢1}012 MNaIM ORALS, „. In.. as 2,10 O.. Collection Owka Mo. EI755 -51 )MZma. wBmWS Ram eloped µoln u9)41 °"."0`68 gElo EifFeE nli CY llie°' Ny ngi1OM TIN na La�frox�lnN�M �ounL lM1Ui�11 ground TNe 4,8)04., le a anpiele (0, 106 IPOLIES FILTER ASSEMBLY CURB Whom a3' DeWitt Collection Bence STANDARD DETAILS INLET PROTECTION DEVICES FARMINGTON, MINNESOTA c \RaeaOMawewD NgeT\a12 51ivOVm tteaT ERO -12 3012 SITE GRADING NOTES STORM WATER POLLUTION PREVENTION PLAN (SWPPP) REQUIREMENTS: PENS AND SPECIFlCAnws. WILL BE CONASTENT WITH weAT IS REPRESENTED IN THIS SET OF C251RUCTION PROPOSED RAGT CONTOURS SPEOFlC LLY CAVTON0ETHAT THE LOCATW AND /OR ELEVATON 2 ENSTNC MEASUREMENTS TE".EUSIU TIE FTELD.ETHE INFORMATION IS NOT BE RIMED ON TO BE voLERE POSSIBLE EXACT OR COMPLETE. THE VSEACTTLI�"AUUTIPL BE LEAST EOAOF THE Y EXCAVATION TO REQUET XFIED ACAnONOF UTILITIES. IT THE EPNBU C.TRACTOR TO OCATH 111 PRIOR SHALL IFYOR CONFLICT US OF EDSTNO UUTIUTESIMPROVEMENTS TAC1IN SHOWN ON TILE PLANS. GOPHER STATE W LL (011) PRIOR O ANY SHALL 0 NOT SHALL THE CONTRACTOR START UNTIL NECESSARY PERMITS. MINED. ME CONTRACTOR IS RESPONSIBLE FOR CONFORMING THE REQUIREMENTS OF TE THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT ANY DSAESUTO ADJACENSISPRORES OCCURRING OURINC TIE CW VATil OR THIS PROJECT SAFETY NOME TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR VALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR ALL CONDITIONS . THE JOB SI., INCLUDING SAFETY OF ALL PERSONS AND PROPERTY [LURING PERFORMANCE OF TIE REQUIREMENT WILL WORK. ER EO NOT NRCnwrR NORMAL WORKING THE OF THE ENGINEER OR THE DEVELOPER CONDUCT CONSTRUCTION RENEW O mTRAAORS uEASUNES IN, W OR IYAF ME Total LuIDA EE1 907E OF THE ADEQUACY OF ME CONTRACTOR'S SAFETY THE STE NORK FOR MIS PROJECT SHALL 0EETSOR EXCEED THE DEVEL0T0ES /C CONSTRUCTION LOCAL SHALL GOVERNING UNITS SPECIFICATION, .ICH EVER ALSO u MTH THE REQUIREMENTS OR THE GEDTECHNI AL RIEPORT DILL COMPLETE E THE SITE GRADING CONSERUCTON IN ACCORDANCE WITH THE REOUInuTHENTS ODE THE OWNER, SOILS .DINER. ALL SOB TESTING SHALL BE COMPLETED BY THE OWNER'S SO, TESTS AND INSPECTIONS rani R. THE CHE OILS BALL BE RESPORSBERTECATTOOONSDISSHALL BEUPRROEVIDEOED TO SOIL THE OWNER AND ENGINEER DURING AND UPON COEPIETON OF THE PROJECT. A ono A ANOROLL WILL E EWIFm ON TIE STREET m AttF 1M1G' WITH A GIRO55 xflGHO OF 25 TONS. THE CITY AND B PRESENT DURING TIE TEST ROLL A THE ALL BE ,°LTTIEPOTZ',F ENGINEER 5 E OILS aGINAEER AW REALL BEORCONPIEIm IN THE ACCORDANCE IxTH unInr6 IPEM Y ETIS 41EN2GIA2E6, )HAIL BE COUPLED IN ASEBRRICADES. WAR RESPONSIBLE SIGNS DIRECTIONAL 51GN5 "OM MAINTAINING ALL OCCH15 TO CONTROL CONTROL u KPTADRIZT7fRrliZallL=EIZr" DENCES SHALL CONFORM TO APPROPRIATE MINNESOTA AFTER THE SITE GRADING SOIL MATERIAL 'IN AXMANNERDIACCEPaiE TO THE THE AND CONTRACTOR AGENCIES INVO.SED. s SALVAGED MATESHRUBS ECOME THE PROP Rtt OR THE 0.ERIOR APPROVAL OF THE OWNER. ALL SLOPES ARE TO BE GRADED TO 5:1 OR FLATTER. UNLESS OTHERWISE SPECIFIED ON THESE PLANS BITUMINOUS PAVEMENT SECTION— PUBLIC STREET NOT TO SCA. BITUMINOUS PAVEMENT SECTION —ALLEY NOT TO SCA. THE INTENDED SEOUENCING OF MAJOR CONSTRUCTOR RE TES RE TYPICALLY AS FOLLOWS: AROUND STE 1. INSTALL STABILIZED RO. 2. INSTALLATION OF 0000006100 EDIMENH ADN/POUO INSTALL 5. CLEAR AND GRUB REMAINDER OF SITE 6. STRIP AND STOCKPILE TOPSOIL 52/0040 D. INSTALL SANITARY ° IROEAS AND STOCKPILES SEWER, WATERMUNN 000000 06 RD SERVICES NLW 00 A10"0 AROUN 5 ragioCURB AND GUTTERP 14: FINAL GIRDATLEIOKZEATRIL. INSTALL SEED AND MIL. ZEN AngLISTRUMIL 1x/0690 RESEED AND AREAS DISTURBED BY THE REMOVALA"D THE SITE IS STADIUM, REMOVE SILT FENCE RO EN"H(SOPPP) EN COMPLY IO00 1000 600080MEN1S OF 150 0000000 P 0)102 DISCHARGE O O" M VISTA N NSpL LIME1(1,21DIE,LimorctgLot ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING AS A MET 00 5 0000 AS ELL AS 0210 of AP 1110 SS PP (000 AND INSPECTION REP*M0S O" 5TE EROSION PREVENT. AND SOIMENTATION CONTRO THE CONTRACTOR SHALL OF THE PROJECT AREA. 11. ASSUME COMPLETE ESPWSIBIUTY FOR CONTROLLING ALL EROSION AND EDIIMENTARTW CONTROL (BMVS): ROCK O SEDIMENTATION EU1x2ACCS 010LIMITED 01 650KE9 s°00064 CUmi MANAGEMENT D ERWCroO 00011004 PLAN. ACCEPTANCE W COLA OF SHALL K BY RIFE WITH THE 511E T A CTC S R CouTNUE THRWCHWT TLE DESIGN i UNTL FRS RESSITING OF L. 10)0 ALL E'SIW AND IMPLEMENTATON AS Eau100 So 010 0)"0 /11 5 *01000* THE 40flTx1 2 0LT. THE OWNER MAY. AT HIS/HER xIS^or METHWS As DEEMED TT R PRWEDT RDERtt AND OR SWALES SHALL DE REMOVED FER EACH RAM AND EAFECTEDSAREAS CLEANED OO TIE XSATSFACTON 0 SEWERS CiEtwAl±s ALTA-LEM. OF THE CONTRACTOR. SILT FENCES SHALL BE REMOVED BY THE CONTRACTOR AFTER SITE THE LOCATION OF NOT TO BE DISTURBED MUST BE DENT-RED LATH FLAGS, STAKES, SIGNS SILT FENCE ETC. BEFORE CONSTRUCTOR BEGINS. CONSTRUCTOR 1 2 v2F,cnAtt EROV906120 PRACTICES A0IIVnY BEING WORKED 10:1 TO 11 14 DAYS F1.ASLA THAN 100 21 DAYS HET FLOW AND MINIMIZE RILLS SD /OR GULLIES. SLOPE LENGTHS E.SE ALL STORM DRAINS ARO INLETS MUST BE PROTECTED UNTL ALL SOURCES OF POTENT, DIS.ARGE ARE STABIUZED. CONTROL AND CAN NOT BE PLACED IN SURFACE TEMPORARY SOIL TF LLLLCONVEYANCE S MS. TEMPORARY STOCKPILES WITHOUT SIGNIFC.WT AMOUNT OF SILT DEAMESING_PAIII_HASILIMAISPO DRAINING (E.G.. PUMPED OISOIARES. TRENCH/MTGH CATS FOR DRAINAGE) RELATED TO THE CONSTRUCTION ACTINTY THAT MAY v.DEN DISCHRGETWATER MUSE E TEMPORARY DISCHARGED TO A IF THE WATER CANNOT IHRPERMANENT GED SEEOM.TTAAnal°"BABASIN PRIIOR THE 70 w°wnaGGITHE "S1UER"ACE WATER. IT THE MUST BE TREATED WWII THE APPROPRIATE SUCH THAT IZeNTr _TZ7,7r TBR U SSllITgMARYDSOCRTEE "TOM mluir0`I br°°wm"..TA DREsc"Anc"n"wI°RRm� PDisaAPRaE0ER 1REBin i9Gart°INt'Eg" go. INSPFFTMIS AND MAINTFNANOW THE CONTRACTOR IS sPOxu%E AT ALL TMR FOR THE MAINTENANCE AND PROPER OPERATOR o RROSIONI dvA "101020 AHO soli "STANUZA aN MAEAASUNEs vNl (Tj "DAYS DURING ACTVE CONSTRUCTION °ANAND WITHIN 2e HOURS FouowiG A RAINFALL OF 00.5 NCHES OR GREATER UNTL LANDwSTABING ACTIVITY HAS CEASED. THEREAFTER THE CONTRACTOR SHALL PERFORM BASED W MSECTON RESALR TEE CATRACTOtKLAYNMW2FITAE SEPP COVER I20RAT0 ILEM ITIZE NA BTOERWIE REWIRED B TH LEGAL REGULATORY, CR °AYS OF INSPECTION CONSTRAINTS. Y THE TERNS OF THE PERMIT, E KEPT ON FILE BY THE CONTRACTOR AS AN INTEGRAL PART OF TIE SVPP FOR AT LEAST`3 YEARS REPORTS me DATE OF COMPLETI N of Tlls PROJECT. POLLUTION PRE... uSAOE011 THE CONTRACTOR SHALL IMPLOAENT THE FOLLOWING POLUn PREVENTION MANAGEURT MEASURES ON THE SITE: MgCMIZJCIPEN p1EO� w2000 NiZIE psP°OESFD OF 100. 0 v5ZO MUST COMPLY .1711 MINNE50TA POLLUTON CONTROL AGENCY (9PC.A) DISPOSAL REWIREMRTS HAZARDOUS MATERIALS d, GA.LINE, PAINT AND EANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY LEAKS OR OTHER DISCHRE. RESTRICTED ACCESS O MUST BE IN AS MUST EE1 PRONDED rzO PREVENT NTTVANOAUSM. GE AND DISPOSAL OF HAZARDOUS WASTE urt NG `s TRUCKS SD OTHER CW510UCTW VEHICLES MUST BF UMOFD T° A DTN RG OF ALLOWED ON SHE. FINAL I T THE CONTRACTOR MUST ENSURE FINAL STABILIZATION Or THE SITE ACCORDING TO THE EFINITONS M THE NOES GENERAL PERMIT PART IV SECTION G. THE CONTRACTOR MUST SUBMIT A NOTICE DE TERMINATOR (N.D.T.) WITHIN 30 DAYS AFTER FINAL STABILIZATON G COMPLETE CR ANOTHER OVER ALL AREAS of THE SITE THAT HAVE NOT UNDERGONE nx ° STABI GDNTON aR HAS ASSUMED caNTRa REvIBOBS 3/x04/10 REmsloos. Pen Ott 00904FNT0 rini 214005 DRAW CHECIIEll SPONti POLO BOOK. 6 /1e /1A �uyRl *nroe4N.0 cod .11 an a duly hen. Piro x040, , Pmt Nm1a a.m., i..ie..WaaM Gaza 02/28 /104 JACOBSON ENGINEERS & SURVEYORS HERON 1.4B21 AI¢AIUL. s « F A (952) s0-6020 piirpurPO FOP: Tru Value Homes. LLC Attn: Tim Giles 5745 Meadow Lane Elko, MN 55020 STANDARD DETAIL PLATES NEW SUNRISE ADDITION FARMINGTON, MN MnDOT 6612 MnDOT 6618 1461807 6624 STANDARD SECTION THROUGH DRIVEWAY NOTE: O Place eh ee rebor , Moen, where curb crosses utility 0 P ,e rne,e czar &F gu'tterity Plote aSTR to B 002308 a of °Plocb rh mac,) , trte 1 Plale SSTR -28 on facese?ice. cur re w gu osses Sam ry sewer ry 5TAN0AR0 DETNI5 CURB AND GUTTER t FARMINGTON, MINNESOTA maws MAla\pp awora OTMS\ FEB 2008 � S 201201 (mj 8.0236 w. t3V/004izw2 N«` 0-2 Mod. Seat as (We NOTE 09 Wm) 5'- 10 2 pen °�Ix .inv cou ;A90 1*060 pp00RR IMO,' 2so.Tm) cpr5 M1(��DOi ]Ib�,ns 0 MEW NiN (MNO]i ]IK). �s9EV. 0.03. BELOW CL ROVE x0 t. Typical ,elioenwVAimee tY minimum rpi4M�lyl Strwt reylnmmL OSee rt. 2 T i cuaws pct sp gnumen, e Top at c� is p grade. 3. esteem.. e p in y E p.ind Cu. ' lo. oAnte F roads and ae 4. Stmt Moo the degnn to a 30 mph design .03.0 .Ia m23MUm .500 5. The t n City reserves right to trww the street section 0.W an «i e. So. 5«I «mNinq la C1y Pale STR -2). mix 2.90. meet be submitted end appa.* b N. 00y odor tlrplowm et. S. Na racy*Ma Mumlwas m .M be alio 12 xe. 9. 90-2 M.O. Seal Coat to be applied 2 to 3 pan after 09 22 l r tee ,e0 a«dw t «ate aa«bted NOTE: . tthe m Mm 88. oat wpl~ ore tee responsibility of the developer DETAIL FOR ALL 5-MEETS IN 3115 DEVELOPMENT 20. FACE CUSTOM 28 -FOOT RESIDENTIAL STREET SECTION WITH SIDEwALR FARMINGTON, MINNESOTA .0)1 2012 wr net tn. 518 -05/ 10' lJ •1 1 1 l 1 eels am 24,.Ater 5 .At and getter SECTION A -A I 3. r5 .bpi base remind intw d in tnoi apn2 02501 m 5 /M.N. stn.. 20' .ii wll be rqubd at in,rse.ons al M mai... t0 residential 81,81 STANDARD 119750)5 CONCRETE CURB AND CUTTER TRANSITIONS LFARMINGTON, MINNESOTA 12 O•111•10 9E0 2003 Oly STR -02 2012 ,12 N `rte tOp nuts 33, /Ba,mdX,a,Od- CQNCRFTE BASE OFTAII FOR LIwoHTTNE POLES G1 nYarnN oo. II' apart ear STANDARD DETAILS CONCRETE BASE DETAIL FOR LIGHTING POLES FARMINGTON, MINNESOTA WY 2000 GEN -04 2012 sASTN.111,O VIVO wmVa.E somas sows, McmtatM ..� . 9a,,. 5222 2310 a ee12 „« r 0..0023 l „ Im4,I \ ae Nas23 Nome . other R a '^` "3 , -4 curb di gutter - 92 Lore I. Co ncrete coke . (fron me to be pMced 2. CCNw`nbs*pi * tdeir:sed 3. Cu. MrI b2� Derr guns lino erode Wow. WM , Ware • cTANDA00O 0_ Lam: MOUNTABLE CURB AND GUTTER CONSTRUCTION AT CATCH BASINS FARMINGTON, MINNESOTA ma•KSambO •Matpn $■WO OWLS\ oe NON STR -03 2012 5-1/8' nem 11-5/8 SECTION A -A 5/32' Dia. new TldNt 11 -5/e2 L0. s 5 -9/161 hoer open cake 0.125. thIck TOP VIEW TOTES mat 1100-0 tep .w•. 9230. 7117.1OrE 580-Cr STANDARD DETAILS SPUN ALUMINUM COLLAR FOR RESIDENTIAL STREET LIGHT FARMINGTON, MINNESOTA tAM• 2090 Plato GEN 05 2012 ..w.MO.St aaa NAM,.p weave dawn (front me a «L 0237 A .2395 A. awn. x AN hood l0 2323. p Deelgn gutle Iw weds STANDARD DETAILS 8618 CURB AND GUTTER INSTALLATION AT CATCH BASINS FARMINGTON, MINNESOTA \sWaeOSts... l5ua\mn sr* OT, STR-04 04 Et clear sterns Mw Lig..0 shag, 1'. 192 45 h.. ter wulrp. "200` lomse�c.«N 9u+rac ;11%17 -) edlan0alea owedvc]e�egt frame De up horn of necked s40 eel (2) 1 /// 20 screw 2/2•. Lt. ( "0000!. counters. NOT To SCALE 11/101101£ MAL COLUMBUS /55V, 150e/5w. Ow mega/ eased lamp. Nw /It,:, n 1E /120,1 pc 1 am/l120 1BPS NO pe"a0m°nw "`°) 3. 2.4. (105- 28285) Spse 000E -.1 FIN* Price model in base 4.8611841-E5635.509 WE Photo tan. 4. A topered � screw re the CO, Emay be used ee en aeernele 1e u. mast,. ease One piece ep. aluminum .or STANDARD DETAILS STREET LICHT RESIDENTIAL DISTRICT FARMINGTON, MINNESOTA MIMS WM 2003 GEN -06 2012 REVISWS PRO, HP; 114005 3/23/14 I.E,MDN9 PER MTV 50.515 AS 910.1 2n3/I2 nee, n.tay art Om du. epuMnmtlon.. cp..e pr.. by n. upns°. One es�eaats•nfar ... theo... er u. siren Mm7era d 90500 �A1.ba�...� Print tame alblOer D...I era v uomm wt. . 03/28/16 JACOBSON ENGINEERS & SURVEYORS Welmenaammuutorn 2.29 UMW *AY (222) 529 -1322 USEW.. MN epee Fos (952) 569 -3222 PREPARED FOR. Tru Value Homes, LLC Attn: Tim Giles 5745 Meadow Lane Elko. MN 55020 STANDARD DETAIL PLATES NEW SUNRISE ADDITION FARMINGTON, MN San Nom. OwignatIon NEIL SPEED LIWIT R2-1 NO PARKING R2-5 1,0056120 shoe b ., 40522wr..W Are ml, MIXX° STANDARD DETAIL REGULATORY SIGN FARMINGTON, MINNESOTA We Woe ea GEN -09 202 NWLWONOWSWeene p.1,012 5.0,a0 00.5 _12000/ Co er. LOAD FACTOR 1.3 CLASS A Comma ate »1: Nth °shaped °bedding. o0/2tti 1 CaneNactoe BNB. ro7 sFPm.°. �9 °i alwea. a.0 FACTOR t. G�wne ev1, oro:14i E CLASS B 3 bedding note. woo.. ICenaa1t.2 Boddie MID : g°e CLASS FACTOR C -Ile 0,15*laeee .2((520 N,° Compacted Weddle AWeeSote MnCOT . W FACTOR 1.5 CLASS C -2 *252 Hoed 5.m - Bed., Material STANDARDDETAILS BEDDING METHODS FOR RCP AND DIP FARMINGTON, MINNESOTA) um a WY 2000 55 New ne BED -02 2012 KW P.10 \Alf STM/wD PEWS\ Sign CbCoYi10 10000 MR. bra mlw shall ° .. en cm�1tl. 1 /5' 0.0. 3oeanN.e MM nee 1100' nc;v1. t2 b Pe. °rmomnsin Sheeting Type a as Caw. BYO I. rimed .Neale.. cake . u the t kW t tewe*0 on 3. Stmb ai*n 29,1.2 Arne ere°Ne men 30 r1. o 0.7 sign .aN o.r 1.e. 4. .5.70.:A0 .001 b ate,w,am oats .xA ...Ailed .la. Were on . 5. r" Ily ameba a1 ".0 ' .f a+ «.2 te . ra _.1 b awra.e b Car En,ywr Mon YwWleMO B. San see9 a Pr MOST SA2]Al STANDARD DETAILS STREET 51014 FARMINGTON, MINNESOTA JAN .12 w a GEN-10 2013 s[wwm \m NAmV012 mlmeM wwM\ M ww em ewerew Near NN awlsy rev eenee lee* NW M maim N cure a r.�e5INN.. of row Lambent moll fa We Nice N no ow. seNderon 2 We,. v"'ro As 0 fm wen. 42 CM Ia ° wfmaeus S. AN NA Sls w PM. to se IN IN r emwo an m .2..na� r.wrs. 'wsetiww Wee WO I,.�Ozr L ,n.�oll . \� WATER AND SANITARY SEWER SERVICE LOCATION STAIR IN CURB FARMINGTON, MINNESOTA NY Avian: FEB 2007 STR -28 2012 WWWI NOW25Olx5 ggw\12,2 WON. WNW\ b 1/2 a 1,0:4001,0v2:: nw emcee 7 12.61* Ina ithe f3f.!R=oEktmB STANDARD DETAILS SANITARY SEWER MANHOLE FARMINGTON, MINNESOTA lest Wort. WS 2005 ON Foie Fa SAS-01 \FnWlm \swcra wM¢.aMa WOONn mrU\ 1. A 45. row ie .equine M wing NM sanitary ea.r sMVN.e 00. m ten sore* P e.mw (2.5' - e') ot 15' .030 Ib airty li _ e*. 0* inslalN* M area of Ne2n groundwater, I. 261 cur on N ONO. On alextend weer elmamy .220. 1lwe lm 1b MOWRY Ilna, 3. M. Y Blom, Pw CRy MWe /585 -2a N can the x. M curb Otalleel 2. 20..21. bwW me 49 No ser . Neem me Weer twin Wan. make c City the /S08-0S 615.05. mob. 0 0.25.4 with a Bow We mat be P02e0 ae Now A 5W 5.50 aW1. as wsow. a ..2.1..2.0 in tee City of Ferm'yw, Engineering Ome.2e*s. STANDARD DETAILS SANITARY SEWER SERVICE CONNECTION FES 2007 I ar awe .. FARMINGTON, MINNESOTA '5ER - -o1B Zo 2 fe.0wW p\wwnVR PweVe 2 swam SETS\ PIPE FOUNDATION & BEDDING IN GOOD SOILS Coarse a rater M. 1. w Som. 31431 Mee. uwM°ip1o9 �I2* PIPE FOUNDATION & BEDDING IN POOR SOILS STANDARD DETAILS BEDDING METHODS FOR PVC, RCP AND DIP eeefff000t rEe 3007 car ewe oN. B 201201 518NDARD DETAILS SANITARY SEWER SERVICE RISER Lae. INANNA FEB 2000 FARMINGTON, MINNESOTA J n. 5ER -02 3012 N00ION SVaweM N11.012 0_61_2 ow.\ PENSIONS J /26 /I4 (REVISIONS PER DI,. F4NNFNIS 1,704 NO 21400e MASH CHFCFFIO CAA AS NOMA DATE. 275/4 I hereby cert. wo 210 901, wwlnwuw. 0••00e 0 Nan rep wbma 9 am Ime 01.0(an.dme be* m me SI*S S Nnnwm di 9.0061 vparaQS�..i�7 uamw a amore F\2.1 Rena d.4.4*, % -Lae Dole: 03/28/14 JACOBSON ENGINEERS & SURVEYORS pemememarr,.an (e2) 422 -4325 LAKE11LLE NN 5561* FAY (652) 462 -4621 PREPARED FOR: Tru Value Homes, LLC Attn: Tln, Giles 5745 Meadow Lone Elko, MN 55020 STANDARD DETAIL PLATES NEW SUNRISE ADDITION FARMINGTON, MN C -1�0 14 1. 41 GENECO 400 Ntarol elearload or pre-approved actual b required 2. Irecer sites Mall Pe run oute. of sew. from the etreet wpe hour foundation. WIres .11 be inserted .2 <Plano. Hee 12. from top of Dr. 1. Poser Pre .11 wpp444404 teea� ddean. YON vault Wooer sires En Feet Jordon Non w00. a., Da14 .540 a /Nn4, �p w pm- appraad eM lo pale wN e:eea in co. w Nam. w so. ns W 10• d°dn „ "In CLEANOUT IN TURF CLEANOUT IN DWY STANDARD DETAILS SANITARY SEWER SERVICE UNE CLEANOUT FARMINGTON, MINNESOTA YAP 2008 SER -03 2012 WNW, e1Am\x012 srw10 mwK, P.S.1 Ode Wad ■ellg11�14°l I,�I`IFII Ilell 911 0 00 000 0 0 000 -�� 11 u_11 3' -P 1 TRENCH DETAII mirror Waal f r(*Ti3 -Tore I) Mwd.e�0 bottom ensh m PIPE DFTAII STANDARD DETAILS PVC (RIGID) PERFORATED PIPE FARMINGTON, MINNESOTA Lud JAN 2012 AA, ON. n STO -15 2o1x 11n51wa105ww10 .u113\2a2 s1w.q scum, L Straight Line Hydrant Marker or approved aluminum equal Wotemus Pacer Model WB -100 -250 hydrant-- be tamped Copper Copper Bonding Strop Connection 1 Cubic or Gravel Crushed Rock. Cover with Polyethylene Wrop. B- Concrete Block Me all fittings with Min. of two. 3/C Diameter Rods (Stainless steel or Epoxy cooled), or with Megdugs NOTES: 1. Foctory installed lugs required whenever hydrants are installed n ae s c with high groundwater level, determined by 42.015ring requirements and City Engineer. All nozzles should be pointed block for all hydrants with plugged drain holes. Hydrants with no plugs shall be pointed all red. 2. All ductile iron walermam fittings shall be fusion banded epoxy coated. a Hydrants shall be marked with stainless steel lag from factory. 4. All watermain bolts shall be co r a -blu r e o approved equal. 5. Hydrants must be stamped far a the year ar up to one year previous STANDARD DETAILS HYDRANT DETAIL FARMINGTON, MINNESOTA JAN 2012 WAT -01 2012 5,0710e104\Oae.0 PrePIEN.1.12 SOM.. Orals carp fun r. When ton od. poiecl, rNe..da snot d pml.ce. 2. Pbc nnlr 0 4044401 00 Poxes box calla! pride sever 44 Molt non of unoee pawl NN aura Oro ad be µw *Pia 13213-28 . Cut emd an 1x.11«. a a service was.. od putter. C:61 STANDARD DETAILS WATER SERVICE CONNECTION FARMINGTON, MINNESOTA SER -01A 2012 Ar+IPOPM. aw r10mve12 Wa10w RrnA\ MRW Cescer D.I.P. strap connection strap l Nole PI a.m. ~made 1p�o.ero1 /00 elm. pane. 1z a ed!�u. VT rile ,eMSrXwd Seal No. MO Cate pileche oB ti�i Mw type. 16 rm. hose _� awaprNwuwld u. Cary [ny.w. °ear °"'dbr wp b A0002 C-49-1S0 ee) 41 5Ppovd *war STANDARD DETAILS CATE VALVE AND BOY INSTALLATION FARMINGTON, MINNESOTA J OP▪ P 2007 W AT -02 2a] x30wee053ONa00 PAS »n 0.010 mru\ STANDARD DETALS CATCH BASIN MANHOLE FARMINGTON, MINNESOTA N\m,wlw\m.em aln0\151: ew110 m..s\ UM 2012 Cer No. 5T0 -05 2012 Notts: t, snore .4000 :=17,ed w lI 01,0,0 *Ad 3. Olaen.:o: At.A2.A3 ehwN mi reewwg mx NJ bolt. s• pa S n)1em. 2.40.0 5. Mwpng. 1110 0. Melded • See NOW BUTTRESS OIMENSONS PIPE 7E 22 1/' et BEND at 4s. eg END P2 PO. BEND 8,,, a, 1_5•. 2_1. 1._5. 2_D. 12• '_s•. 13' �o• Y �o• r- 0 Y_o. r -D• 4._e. e' -r � =c- _ _ _ 3' - B'- 5 0• b - - 9 -3 6' -o. - 0 e' -o- -See NOTE♦ RAN Per BENDS .61.11M qadrant of plae KAP Sr SENDS Note At 40 cage-blue 22 t > 3Pw4.10 ewW. STANDARD DETAILS CONCRETE THRUST BLOCKING rte root FARMINGTON, MINNESOTA 1IWAT -005 1l 212 W \adavv \OeWw rum \1010 0w0we Or4a\ required at d M. pant M . rmdM pr. Na Pte. storaturee are allowed. pp.,* coping Neenah 133061P1 a 2. roe. and masoLum of 5 Noss all. el v. full ups cpnprep bat of ma. hebnol uoph 00 M•.e10 nA.0 0140 NN.. pallor 1 4044 r.: a0 �.Y: .0.25'(3.). 4 PLAN not Wowed apould kw mod Top of 54 nou....424 SECTION d GPUt bottom of NH la 1/2 d pipe ww Nape 1e z a M STANDARD DETAILS CATCH BASIN .1 2012 FARMINGTON, MINNESOTA sTp -m. :Ww elepw H.aoW U MOW OLOMPT PENSIONS PRO3 HP 21400a 4/24/14 'PENSIONS Pm a,.0*NEN,S 204/10 aN ma Land eu��der N. a No Rots o°e1^:�' °d �awwQ� Ek__ Print No. &0000 A.l .1110 Gale 03/24/14 JACOBSON ENGINEERS & SURVEYORS ove.w:ewrr....cua (052) 002 -042 W(ENaE w 55242 Mr (052) ON -0424 PREPAPEO MO: Tru Value Homes, LLC Attn: Tim Giles 5745 Meadow Lane Elko, MN 55020 STANDARD DETAIL PLATES NEW SUNRISE ADDITION FARMINGTON, MN BOND 1417E0XER TAPE 2. SEAUN7 1447E411. PEA 1.167.7 3725 NOTES: M ..e ^ sheets mood 2. Joinis be paced et ne more % g'�µws. Align sae 014 out and •. w w� moat . W hour!, Woolly toter X before ]�..2 Woo. Mai m .I4..emd w the woo. w:.... 5. Sae Cob mud end w. 8Ntl:3 °casting Into the ne ` length f the al Pm moat e. complete waled can *ant mote. TYPICAL JOINT SECTION STANDARD DETAILS BITUMINOUS JOINT SAWING AND SEALING FARMINGTON, MINNESOTA j JAN 2012 rSTR -27 l 2012 Ku100,2012 maim mw5. ��. 10 .0, of 0. w 2.50.3 Dame STANDARD °FTAIIS TRAIL PEDESTRIAN RAMP FARMINGTON, MINNESOTA J ST,;; e 55.504905604.501000016.5100.2012 517115615 PEWS, TRAIL TYPICAL SECTION cane g4ww Momentum p �.r,e crushed nn Mated be placed *06* 90 -256 63..w* of .x •140,5 ray tueloCed In one 37 511 of 1705.na. wear If deed., SIDFWAI K TYPICAL SFCTNAJ s e foot 4' co,* (1432) • Co ry 7.445. 10017(: JIK) w duar or nwy ..w .COT of b ) 0407E ,An an lref 45.505A dr.. (sae cM Plots 5117-it sm -,4) STANDARD DETAIL S TYPICAL TRAIL AND SIDEWALK SECTIONS JIM 2012 FARMINGTON, MINNESOTA STR -21 *am NAMPO wwwww .04.5 / =,/r.1 x[N5055 RR n,Y 6O5*50145 rIELO 5005: DAM 2/181. • .ed 2 ere., u.. s. a.a that 1:. 5,.150 .w:..dprepared m..arw 455 sal sxe aQ VI�..a�`�_ 4.550 o:_s�re�_ x e Gt.*. D .AIe�W4raa Date 03/24/14 JACOBSON ENGINEERS & SURVEYORS beebeeneveneunrcom 21025 55506 WAY (552) 455 -454325 I452617E. UN 55044 dee N52) 455-5024 aPePARED 404: Tru Value Homes, LLC Attn: Tim Giles 5745 Meadow Lone Elko, MN 55020 STANDARD DETAIL PLATES NEW SUNRISE ADDITION FARMINGTON, MN 4636N0001.1 9081 I VO 111600 610)00) -- 0//1 MN 3w 30 930003 3x ass04Z 'ox roo0 a3a Fn — 0-- NoissiNSxrw 1v01w rno ioxiNn Lsn n ■ 1 3 .15,60.00 N fl Oz 3oaR18WH33 .l6,6000 N .91,[0.00 5 96 29 $I 0 I co � I I I 29 262 3 .0.80.00 N s9K r 0096 r mss r '00 W. I8 r 005± -- P ° ° ° f� lZ � M � O g o m BL'ZZf 3 .16,6600 N 46,6400 N '13�d 40461 3 .19,6400 N rrxt— u�e�,tpoyy 69'88 .94.[0.00 5 N .,setoo s w3.948440 N z O 0 0 z (f) w z 66zP' —T. r r V .71 Moo 16.60.00 N ZL60071 J -5 3Z5L5D-5 7 m 3 .60,LZ.00 N 66'11 0o LBZ 8f'Z9b 3 ,8f,212,l0 N N W N 2,5 Ou'ec 00'9C SIM s9K r 0096 r mss r '00 W. I8 r 005± -- P ° ° ° f� lZ � M � O g o m BL'ZZf 3 .16,6600 N 46,6400 N '13�d 40461 3 .19,6400 N rrxt— u�e�,tpoyy 69'88 .94.[0.00 5 N .,setoo s w3.948440 N z O 0 0 z (f) w z 66zP' —T. r r V .71 Moo 16.60.00 N ZL60071 J -5 3Z5L5D-5 7 m 3 .60,LZ.00 N 66'11 0o LBZ 8f'Z9b 3 ,8f,212,l0 N N W N ) PLANNED UNIT DEVELOPMENT AGREEMENT FOR NEW SUNRISE ADDITION AGREEMENT dated , 2014, by and between the CITY OF FARMINGTON, a Minnesota municipal corporation (referred to herein as "City"), and Tru Value Homes, LLC,. a Minnesota Limited Liability Company (referred to herein as "Developer "). RECITALS A. Developer owns property situated in the County of Dakota, State of Minnesota, and legally described in Exhibit A'(referred to herein as "Subject Property "). B. Developer has asked the City to approve a planned unit development for the Subject Property (also referred to in this Agreement as the "PUD"). C. Developer desires to have the Subject Property rezoned from R -2,to R -2 Residential Planned Unit Development. D. Developer has applied for a preliminary and final plat of the Subject Property, NOW, THEREFORE, the parties agree as follows: 1. Conditions of Approval. The City hereby approves a rezoning of the Subject Property to R -2 PUD subject to the conditions set forth in this Agreement, on condition that 1 c 1 { Deleted: 06 Deleted: Bridgeland Development Company Deleted: corporation Formatted: Indent: First line: 0.5", Right: 0 ", Line spacing: Double Deleted: as follows:¶ Lot 1 and 2, Block 2 Empire Liberty Addition¶ { Deleted: A -1 Deleted: ¶ Deleted: 98382 Developer enters into this Agreement, as well as the related Development Agreement dated , detailing a development plan for the Subject Property including the construction and installation of public improvements to serve the Subject Property. 3. Effect of Planned Unit Development Approval. For two (2) years from the date of this Agreement, no amendments to the City's Comprehensive Plan or official controls shall apply to or affect the use, development density, lot size, lot layout, or dedications of the development unless required by state or federal law or agreed to in writing by the City and Developer. Thereafter, notwithstanding anything in this document to the contrary, subject to non- conforming use rights the City may require compliance with any amendments to the City's Comprehensive Plan, Zoning Ordinance, official controls, platting or dedication requirements enacted after the date of this document. 4. Plans. The City grants approval to the development of the PUD in accordance with the following plans which are on file at Farmington City Hall. The plans are not attached hereto. If the plans vary from the written terms of this Agreement, the written terms shall control. The plans are: Plan A — Preliminary and Final Plat for New Sunrise Addition Plan B — Design Standards, 5. Zoning. Except as otherwise modified by this Agreement, the land use, design and other requirements and standards of the R -2 zoning district shall apply to the Subject Property. The following table indicates the allowed dimensional standards, including the approved deviations from the underlying district requirements: 1. 2 { Deleted: Ponds ) Deleted: if ¶ ( Deleted: 98382 { Deleted: back of curb (private street) ) R -2 Residential New Sunrise Addition, Zoning District PUD Lot area (min.) 6000 sf 3622, sf Lot width (min.) 60' single family 4,6' at bldg front setback Front yard setback 20' from public R/W 20' from public R/W Side yard setback 6' from side property line 6' from side property line 20' from public R/W Rear yard setback 6' from rear property line 10' from rear property line 20' from public R/W Max. bldg. height 35' (to mid roof) 35' (to mid roof) Max. lot coverage 30% 45% of all structures Max. net density 4.5- 6.2units /acre 557 units /acre actual Detached rear garage 1000 sf 1000, sf maximum size Detached rear garage 6' from side property line 6' from side property line side setback 20' from public R/W, Detached rear garage 10' (with alley) 12' from alley right of way IineE __________________ _ rear setback 3' (without alley) 10' from rear property line Detached rear garage 20' 2' maximum height Streets: The road system throughout the development is proposed to be public streets. The right -of- waywidths will vary froni32' to 50'. The street widths are proposed to be 28' wide face -to -face (30.92' back -to -back) with parking allowed on one side only. No sidewalks are proposed adjacent to the proposed publisstreets, e 3. { Deleted: Ponds Deleted: 300 Deleted: 3 Deleted: (rear garage) Deleted: ¶ . 37.5' twin home . 46' (front garage), at bldg front setback Deleted: 20' from back of curb (private street) _ Deleted: 20' from back of curb (private street) Deleted: 20' from back of curb (private street) Deleted: 5 Deleted: 5 Deleted: 6.4 Deleted: 650 { Deleted: edge of alley Deleted: 0 Deleted: Private Formatted: Not Highlight Formatted: Not Highlight Deleted: are proposed to be Deleted: The current City standard for private streets is 24' wide face -to -face with no parking allowed on either side. Deleted: private Deleted: per current City standards and the recommendation of the City Park and Recreation Department Formatted: Indent: First line: 0" Deleted: 98382 Fencing: All fencing that is proposed adjacent to the public alleyway must be setback a minimum of ten (10) feet from all portions of propery lines that are adjacent to said alleyway. 6. Compliance with Permit and Licenses. It is the responsibility of the Developer to obtain and comply with all necessary approvals, permits, and licenses from the City of Farmington, Dakota County, the Town of Empire, Minnesota Pollution Control Agency, Minnesota Department of Health, and any other regulatory agency affected by or having jurisdiction over the site. All costs incurred to obtain said approvals, permits, and licenses shall be the responsibility of the Developer. 7. Compliance with Laws and Regulations. Developer represents to the City that the proposed development complies with all applicable City, County, Metropolitan, State, and Federal laws and regulations, including but not limited to the Farmington City Code, planned unit development ordinance, subdivision ordinances, zoning ordinances, and environmental regulations in effect during the course of this development or Agreement, and agrees to comply with such laws and regulations. 8. Enforcement. Developer shall reimburse the City for costs incurred in the enforcement of this Agreement, including reasonable engineering and attorney's fees. Developer shall pay in full all bills submitted to it by the City within sixty (60) days after receipt. Bills not paid within sixty (60) days shall be subject to an eight percent (8 %) per annum interest charge. 9. Miscellaneous. A. Breach of any material term of this Agreement by Developer shall be grounds for denial of building permits. B. If any material portion, section, subsection, sentence, clause, paragraph, or phrase of this Planned Unit Development Agreement is for any reason held invalid as a result of Deleted: 98382 I� 4 i a challenge brought by Developer, their agents or assigns, the City may, at its option, declare the entire Agreement null and void and approval of the final planned unit development shall thereby be revoked. C. The action or inaction of any party shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties, and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Agreement after expiration of time in which the work is to be completed shall not be a waiver or release. D. This Agreement shall run with the land and shall be recorded in the Dakota County Recorder's office. E. This Agreement shall be binding upon the parties, their heirs, successors, or assigns, as the case may be. F. Third parties shall have no recourse against the City under this Agreement. G. Except as otherwise specified herein, Developer shall pay all costs incurred by them or the City in conjunction with the development of the PUD, including but not limited to Soil and Water Conservation District Charges, legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Agreement. H. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy , express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to ( Deleted: 98382 I c 5 ) ) time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. 10. Notices. Required notices to Developer shall be in writing, and shall be either hand - delivered to Developer, its employees or agents, or mailed to Tim Giles, at Tru Value Homes, LLC,,by registered mail at the following address: 5745 Meadow Lan; Elko, MN 5502( , Notices to the City shall be in writing and shall be either hand - delivered to the City Administrator, or mailed to the City by registered mail in care of the City Administrator at the following address: Farmington City Hall, 430 Third Street, Farmington, Minnesota 55024. CITY OF FARMINGTON By: Todd Larson. Mayor And David McKnight,,City Administrator Tru Value Homes, LLC,, By: Tim Giles, Its 6 { Deleted: Neal Krzyzaniak Deleted: Bridgeland Development Company Deleted: 10657 165"' Street West Deleted: Lakeville Deleted: 44 { Deleted: 325 Oak ) { Deleted: Kevan A. Soderberg { Deleted: Robin Roland, Acting Deleted: BRIDGELAND DEVELOPMENT { Deleted: Neal Krzyzaniak ) Deleted: 98382 STATE OF MINNESOTA ( ss. COUNTY OF DAKOTA The foregoing instrument was acknowledged before me this day of , 20 , by Todd Larson,, and David McKnight the Mayor and ,_City Administrator of the City of Farmington, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. STATE OF MINNESOTA COUNTY OF ( ss. Notary Public The foregoing instrument was acknowledged before me this , 20 , by , the Value Home, LLCC a Minnesota , on behalf of said THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUTSON Professional Association 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 Telephone: (651) 452 -5000 [JJJ] day of Notary Public of Tru Deleted: Kevan A. Soderberg Deleted: Robin Roland Deleted: Acting Deleted: Bridgeland Development Company l Deleted: 98382 EXHIBIT A - Legal Description Legal Description prior to replat: Lots 1 -6, Block 1, inclusive; Lots 1 -9, Block 2, inclusive; Lots 4 -16, Block 3, inclusive; Lots 2, 3, 5, 8, 9, 10, 11, 12, 13, 14, 15, 17, Block 4; Lots 1 -7, Block 5, inclusive; Outlots A, B, C, and F, all in SUNRISE PONDS LLC, according to the recorded plat thereof. Legal Description after replat: Lots 1 -6, Block 1, inclusive; Lots 1 -19, Block 2, inclusive; Lots 1 -18, Block 3, inclusive; Lots 1- 5, Block 4; inclusive; Lot 1, Block 5; Lots 1 -7, Block 6, inclusive: Lot 1, Block 7; and Lots 1 -2, Block 8, all in NEW SUNRISE ADDITION` t a { Formatted: Left { Formatted: Font: Not Bold Formatted: Left Deleted: 98382 3 New Sunrise Addition.PUD Design Standards Listed below are the building material and design guidelines proposed for the N,ew Sunrise Additio;PUD. The design standards were developed with the intention of giving the future homeowners a wide range of home designs to choose from. Implementing the design guidelines below will permit the new homeowners to take advantage of the PUD zoning and allow them to customize their homes from the assortment of options. A) Exterior material guidelines (minimum) 1. Siding: vinyl, shakes, stone, or brick. The front of the structure will be a minimum* ---- of 15% brick or stone. At least 10% of the front will be vinyl shakes. The balance will be vinyl siding. There will be a large assortment of colors and textures to choose from 2. Colors: minimum of six siding and shake colors. No two adjacent houses will have identical front elevations. 3_Roofing: asphalt or fiberglass shingles. Throughout the development, roof lines will have variations in plane accomplished by dormers, gables, or hipped roofs. 4. Windows: energy- efficient vinyl. Window features may include arches, shutters, wraps (trim boards), awnings, or flower boxes. , 5. Trim: vinyl, shake, stone, or brick options available. b. Soffits and fascia: aluminum 7. Foundation: concrete poured walls or block 8. Front porches,rlay encroach into the front yard setback by 5 feet. B) Detached or attached garages The choice (detached vs. attached) will be allowed on any of the units. However, both types of garages will have the same type of siding and soffits and fascia as the associated houses. Both types of garage roofs shall have similar roof pitches and shingles as the main house. Any windows, doors and other details should be the same as the main house. Garage height shall not exceed 2t feet at its peals, 1 c 9 -{ Deleted: Ponds Deleted: n Deleted: Ponds ---{ Formatted: Bullets and Numbering Deleted: ¶ Each elevation shall have projecting architectural features such as bowed or bay windows, columns, building offsets, window recesses, or overhangs. Deleted: ¶ Each front elevation and elevations on comer lots that face the street shall have window wraps. Deleted: shall be required on 20% of the homes. They { Formatted: Indent: Left: 0.5" Deleted: 0 Deleted: , per the City of Farmington code Deleted: ¶ Multiple floors plans and elevations¶ A minimum of 10 floor plans shall be required. Reverse floor plans are counted as different floor plans. ¶ ¶ 2.. Each floor plan shall have a minimum of 2 distinct elevations. No two neighboring houses will have identical front elevations. lFormatted: Indent: Left: 0 ", First ine: 0 ", Widow /Orphan control Deleted: 98382 City of Farmington 430 Third Street Farmington, Minnesota 651.280.6800 • Fax 651.280.6899 www.ci.farmington.mn.us TO: FROM: SUBJECT: DATE: INTRODUCTION Planning Commission Tony Wippler, Planning Manager Interim Use Permit — Installation and use of a solar energy system April 8, 2014 The applicant, Great River Energy, has submitted an application for an Interim Use Permit involving the installation and use of a solar energy system on the property generally located at the southeast intersection of CSAH 50 and Denmark Avenue. The property is owned by Dakota Electric Association. Planning Division Review Applicant: Property Owner: Location of Property: Attachments: Great River Energy 12300 Elm Creek Boulevard Maple Grove, MN 55369 Dakota Electric Association 4300 220th Street W. Farmington, MN 55024 Southeast intersection of CSAH 50 and Denmark Avenue 1. Interim Use Permit Application (Exhibit A) 2. Land Survey (Exhibit B) 3. Solar Panel Layout (Exhibit C) 4. Solar Panel Installation Location Plan (Exhibit D) 5. Solar Panel Elevations (Exhibit E) 6. Solar Panel Information sheets (Exhibit Fl — F2) 7. Aerial of property (Exhibit G) 8. Reflective diagrams (Exhibit H1 — H2) Surrounding Land Uses: CSAH 50/Elm Street is adjacent to the north, Denmark Avenue is adjacent to the west and south and Northern States Power Company substation is adjacent to the east. Existing Zoning: DISCUSSION ROW (Right -of -Way) The applicant, Great River Energy, is requesting Planning Commission approval of an Interim Use Permit for the installation and operation of a solar energy system to be located on property owned by Dakota Electric Association at the southeast intersection of CSAH 50 and Denmark Avenue (please see Exhibit G for location). The subject property had previously been used as a substation for Dakota Electric. The substation equipment had been removed several years ago and the property had sat vacant ever since. There currently are a number of concrete structures / foundations that were used to support the since removed substation equipment that are still in place on site. These structures will be removed with the improvements proposed on site. The proposed solar energy system will consist of 60 solar panels laid out in six rows of ten units each as shown in Exhibit C. The overall height of the panels will be approximately 6 feet in height as depicted in Exhibit E. An example of the type of solar panels proposed can be found on Exhibits F 1 — F2. The portion of the site were the solar system is proposed to be located is currently fenced with a chain link fence and barbed wire. The existing fence is proposed to be replaced with a new 6 foot high chain link fence and the barbed wire will not be replaced. A gate for access to the solar energy system will be provided along the southern fence line. The approximate setbacks for the proposed system are as follows: • Setback from CSAH 50: 64 feet from northern property line; 41 feet from right -of -way • Setback from Denmark Avenue: 40 feet from western property line /right -of -way • Side setback from eastern property line adjacent to NSP Substation: 15 feet • Setback from southern property line: 188 feet Staff is comfortable with the setbacks as proposed. Staff initially had concerns regarding the possible reflection of sunlight off of the panels due to the panels close proximity to the intersection of CSAH 50 and Denmark Avenue and the potential for that reflection to create a safety hazard for drivers. According to the applicant, the first (and perhaps most important) thing to consider is that the solar panels are designed to absorb as much light as possible, rather than reflect light, so any reflected light should be minimal and low intensity (not like a mirror). Secondly, any sun light not absorbed by the panels will essentially always be reflected up to the sky, and in the morning when the sun is coming off the horizon, most of the time, the trees and substation equipment will shade the panels from the east. In addition, whatever light does break through the trees and substation, the reflected light would be at a "worst case" elevation of 10 ft or higher at the roadway. For the majority of the year, the reflected light would be at an elevation of 20 ft or higher at the roadway. Attached, as Exhibit Hl — H2, reflective diagrams indicating how sunlight will be reflected off of the proposed panels. The applicant is also proposing two free - standing monument signs with this project. The overall size of the signs would be 4' x 8' (32 square feet) with a height of approximately 6 feet. One sign would be located near the northeast corner of the fence and would be lit by a stationary spot light. The second sign is to be facing south adjacent to the gate. Setbacks are not an issue for the signs, as they would be located more than 10 feet from any property line. Staff is comfortable with the signage that is proposed. Section 10 -3 -5 and 10 -3 -7 of the City Code provides as follows: An interim use permit for a solar energy system may be approved if it complies with the requirements of Section 10 -3 -5 following all procedures outlined for approval of a conditional use. 1. The proposed use conforms to the district permitted and conditional use provisions and all general regulations of this title. The property is currently zoned ROW (Right -of -Way) and the proposed use may be approved as an interim use. Staff is recommending approval of the solar energy system as the historical use of the property has been for utility purposes. 2. The proposed use shall not involve any element or cause any conditions that may be dangerous, injurious or noxious to any other property or persons and shall comply with the applicable performance standards. The proposed use will not cause any of the above - mentioned conditions. 3. The proposed use shall be constructed, designed, sited, oriented and landscaped to produce a harmonious relationship of buildings and grounds to adjacent buildings and properties. The proposed use will be constructed, designed, sited, and oriented to produce a harmonious relationship with adjacent properties. The proposal would be re- establishing a similar use (utility) on the property that had historically been on the property. 4. The proposed use shall produce a total visual impression and environment which is consistent with the environment of the neighborhood. The proposed use will be consistent with the environment of the area. An electric substation is adjacent to the east and the historical use of the subject property has been for utility purposes. 5. The proposed use shall organize vehicular access and parking to minimize traffic congestion in the neighborhood. The proposed use will not affect parking or traffic congestion in the surrounding area. 6. The proposed use shall preserve the objectives of this title and shall be consistent with the comprehensive plan. The proposed use is consistent with the City's Comprehensive Plan of business. Termination According to Section 10 -3 -7, an interim use permit shall terminate upon the occurrence of any of the following events, whichever occurs first: 1. The date and/or event stated in the permit; or 2. A violation of conditions under which the permit was issued; or 3. A change in the city's zoning regulations which renders the use nonconforming; or 4. Redevelopment of the use and property upon which it is located to a permitted or conditional use as allowed within the respective zoning districts. If the Planning Commission approves the Interim Use Permit, the termination event that staff is recommending is as follows: The Interim Use Permit shall terminate at such time when the technology is no longer viable or when the subject property is acquired for road purposes, whichever occurs first. REQUESTED ACTION: Approve the Interim Use Permit allowing a solar energy system to be installed and used on the property generally located at the southeast intersection of CSAH 50 and Denmark Avenue subject to the following contingencies: 1. The applicant obtains a sign permit for the two free - standing signs prior to installation of said signs. 2. The applicant obtains an electrical permit from the City of Farmington. 3. The Interim Use Permit shall terminate at such time when the technology is no longer viable or when the subject property is acquired for road purposes, whichever occurs first. Respectfully submitted, Tony W'ippler, Planning Manager Cc: Craig Knutsen, Dakota Electric Association Mark Rathburn, Great River Energy �4AR -5 City of Farmington 430 Thin! strccl Partningmr; AliiuwwMa 651,280.6800. �.c 6'I;2NO.6e99 wiratet§rhinglwt tn].ut INTERIM USE PERMIT APPLICATION Applicant: Great River Energy Address: 12300 Elm Creek Blvd. Street Telephone: ( 7 445. -104 Maple `Grove MN City State Fax: , - 445 6904 55369 .. Zip Code Owner: Dakota Electric ,Association Telephone: ( 6�1- 463 - 6332. Fax: (65)- 463 -6256 4300. 220th St W: Farmington . .. .Miv .. 55024 Street City State Zip Code Parcel ID Number 14- 03600 -07 -010 (See attached for legal description) Address/Legal Description (lot, block, plat name, section, township, range) Address: - Premises Involved: Current Zoning District Right. of Way Current Land Use Utility Specific Nature of, Request: Installation and use of the attached solar system. SUBMITTAL REOUIREMENTS €Proof of Ownership €Application Fee €Bounce /Lot Sut�ley 6 Copies of Site Plan €Abstract/Residential List (required 350' from subject property) €Torrens (Owner's Duplicate Certificat • Title ' - 'aired) mature of Owner rz 41 if ni u.3: e �1 '711/ (/ Date Signature of Applicant Fo � . 14.. Date Request Submitted to Planning staff on Public Hearing Set for:.: Planning Commission Action: Approved City Council Action (if necessary): Approved Comments: For office use only Advertised in Local Newspaper: Denied Fee Paid Denied $200 — City of Farmington $46. — Dakota County Recorder Termination: Planning division: Date: 9/06 DRAFTED BY: City of 430 Third Sb cl Farmington, MN 55024 0 i 10 00 0 crt 04 wz 00 is m Z I NORTH LINE S 1/2 NE 1/4 SEC. 36- 7114N -R20W NE COMM 5 I/O ME I/4 Ztl- Nrltl -9£ •33s Y/L 4 ww , w 11065 11/5 uz CSNL N0. 50 (21651 NT. w.) EiAR 0 Z 9 L� L 1' 11 f E° Q� 0 0 0 p OVA DN zo 0 Fm 0 n a. 3 9- 0 Ir -s• L. r' molimmomeM r MAR 31 GRE /DEA n• SOLAR PROJECT a'N 6'��i'e'ti�iY 6'•. .�+ei a� o;� o da oro Vi t 4 °A�bmc��OS +4ggg a. .o: ea .O.oS.o: b.9o..• 04, ( aor LIGHT) , ;211� ° all �'� °4,�.. :: °•'s d phi � Isq `a0°?i_ s9 ab?K. °e °a9a�'PR`•�•6� °DyeO�o3 o VV°4°,1e SOUTH ELEVATION WEST ELEVATION 0 4 8 DAKOTA FARM ASSOCIATION .ems W MINNFROIA FARMINGTON SUBSTATION SOLAR PANEL ELEVATIONS CHECKED s- e000u MAW MIS a1/15/14 SCALE 1/C . W.O. NO. GRESOLAR urn H0. 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Module integrated electronics drive unmatched rooftop system performance Enables use of simple, static reflection to utilize all available sun resource <and enhances safety and reliability Tilt Options » XT 26 °: Maximum output per roof » XT 28 °: More energy per watt info @tenKsolar.com Minneapolis, MN 55431 fundamentally better solar RAIS® XT PV System System Performance RAIS® XT 26° RAIS® XT 28° Tilt Configuration Module Model RAIS® XT 10.82 Wp /ft2 (116.5 W,/m2) A 410WP 9.0 Wp /ft2 (96.7 Wp /m2) Peak Watts /Area Average Array Weight 3.2 lbs /ft2 (15.6 kg /m2) 2.6 lbs /ft2 (12.7 kg /m2) Wind Resistance Up to 120 mies per hour RATS® XT 26° - Side View [1.80 m] 70.9 in RATS° XT 28° - Side View RATS° XT 26° - Front View ....................... . . . . . . . . . . . .... . .. . . . . . . . . . . . .. . . . . .. . . . .. . . . . . . ■...........■ ■........■ MMEMMEMMEM MOMMEMMEMEMOM ■ ......................■ 27.01 in 1 _ ........................ . [1.98m0 78.0 in [0.740 m] 29.1 in [0.776 m] 30.5 in [2.143 m] 84.4 in RATS° XT 28° - Front View ■... ■... ■...■ ■..■.■■■..• ■ ■ ■ ■. ■ ■.. ■. ■.... ■.■. ■.. ■I ■ ■.... ■ ■. ■.. ■u. ■... ■...■ ■ ■....■ ■ ■ ■...u...uu.•..■ ■ ■. ■ ■ ■ ■ ■ ■ ■..■ ■ ■ ■ ■ ■. ■ ■.■ ■ ■.. ■ ■ ■.. ■..■ ■ ■. ■.....■ ■.. ■........ ■..■. ■ ■. ■ ■. ■. ■ ■. ■ ■. ■ ■ ■.. ■■ ■ ■.. ■.. ■.. [1.98 m] 78.0 in [0.686 m] [0.635 m] 25.0 in RATS° XT 26° - Back View [1.98 m] 78.0 in 1 RATS° XT 28° - Back View 78.0 in Specifications Module + Reflector Dimensions when assembled 5.91 ft North -South x 6.5 ft East -West 1.80 rn North -South x 1.98 m East -West 7.03 ft North -South x 6.5 ft East -West 2.14 m North -South x 1.98 m East -West System Weight Module: 711bs (32.2 kg) Reflector: 28 lbs (12.7 kg) Rail & Assoc. Hardware: 8 lbs (3.6 kg) 9 lbs (4.1 kg) Inverter & Mounting Bracket: 208V: 178 lbs (80.74 kg), 277/480V: 243 lbs (110.22 kg), 230V (50 Hz), 240V:188Ibs (85.3 kg) Application Flat roof (max slope: 5 degrees) Installation Speed 10kW per day typical (three - person crew) Service Voltage Options 120/208,120/240, 230/400 (50 Hz), 240/416, 277/480 Inverter Power Rating 5000W Low Voltage Operation RAIS® Reflector Materials 3MTM Cool Mirror Film Racking Materials High strength structural -grade aluminum alloys Conductor #2 USE -2 90C Rated (included) Warranties and Certifications Module Certifications UL 1703/UL 1741 IEC 61215 EN 61730 pending Warranty 12 Year Limited Product Warranty, 25 Year Linear Power Warranty: 3% Power Degradation First Year, 0.2% Linear Degradation per year after First Year Specifications and design are subject to change without notice. Read operating instructions carefully before using this product. Patents Pending © tenKsolai; Inc. 2013 All rights reserved XT053113EN S 0 L A RT Ex c) Dakota County, MN Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a Map Scale legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. Dakota County assumes no legal responsibility for the information contained in this data. 1 inch = 252 feet 4/3/2014 Seasonal Reflected Sun Angles Off of Solar Panels 64 deg 68 deg / Reflected angle / 60 Deg Summer Solstice Peak Sun Angle 84 deg Reflected angle 64 deg / / - 45 Deg Equinox Peak Sun Angle 108 deg Reflected angle 64 deg / / 20 Deg Winter Solstice Peak Sun Angle 64 deg *Note that all angles of incidence result in the reflected light being directed up to the sky, rather than down to the ground Roadway Sun Reflection Angle - Elevation View from the South 20.2 ft 2ft Roadway 50 ft 10.2 ft 50 ft 20 D, le deg Note that the site will be shaded from the east, reducing reflected sun from the morning sunrise across the array towards the street. Most Tight at less than 20 degrees will not be over the trees and substation structures adjacent to the site to the east. The 10 deg elevation is a worst case scenario based on the seasonal sun path changes in where the sun breaks the horizon. On a "top view" perspective with 0 degress as true north, 90 degress as true east and 180 degrees as true south, the sun breaks the horizon at less than 90 degrees in the summer (north of east), equal to 90 degrees on the equinox (true east), and greater than 90 degrees in the winter (south of east). With the shading from the east and seasonal changes in sun path, the worst case reflected Tight would be at an elevation of 10 ft or higher at the east edge of the roadway to the west of the site. The majority of the light from the east will reflect Tight at an elevation of 20 ft or higher at the edge of the roadway. ARM /yam City of Farmington Z 430 Third Street Farmington, Minnesota 651.280.6800 • Fax 651.280.6899 www.cilarmington.mn.us TO: Planning Commission FROM: Tony Wippler, Planning Manager SUBJECT: Variance from Section 10- 6 -4(D) allowing an access drive within an industrial district wider than 60 feet DATE: April 8, 2014 INTRODUCTION Valmont Industries, Incorporated has applied for a variance from Section 10- 6 -4(D) of the City Code for purposes of widening an existing access drive. The subject property is located at 20805 Eaton Avenue. Planning Division Review Applicant: Valmont Industries, Incorporated 20805 Eaton Avenue Farmington, MN 55024 Property Address: 20805 Eaton Avenue Attachments: 1. Variance Application — Exhibit A 2. Certificate of Survey (Sheet C -1) — Exhibit B 3. Site Plan (Sheet A1-1) — Exhibit C 4. Aerial of property and surrounding area — Exhibit D Existing Zoning: IP (Industrial Park) 2030 Comprehensive Plan: Industrial Variance Request: To allow an access drive of approximately 127 feet in width within an industrial zoning district. DISCUSSION Valmont Industries, Incorporated is proposing an expansion to their existing facility located at 20805 Eaton Avenue. The expansion consists of a building addition of approximately 12,030 square feet in size. The proposed expansion would extend north from the northwest corner of the existing building. The addition would be used mainly for storage /warehousing, however, the space will also be utilized for the shipping of goods. With the expansion the applicant is proposing to widen an existing access drive off of Edmonton Avenue (the subject access drive is highlighted in yellow on Exhibit C). Currently the access drive to be widened is approximately 61 feet in width and upon widening the opening will be approximately 127 feet in width. Section 10- 6 -4(D) of the City Code states that access drives for truck off - street loading areas in industrial districts shall be limited to 60 feet in width at the right -of -way line along local streets. Limiting the access drive to 60 feet would make semi -truck access /movement to the new addition very difficult if not impossible. Staff is comfortable with widening the access as proposed. The other item to note with the proposed expansion is the removal of 16 off - street parking stalls on the west side of the existing building (the parking area to be removed is highlighted orange on Exhibit B). This area will have the existing retaining walls removed and then lowered to match the existing bituminous on both the north and south side. Off - street parking is not a concern, even with the removal of 16 stalls. A total of 152 stalls will be remaining on site. Code requires a total of 102 off - street parking spaces be provided based on the use of the facility. The Planning Commission shall not approve any variance unless they find that "practical difficulties" as defined in City Code exist using the following criteria: 1. Because the particular physical surroundings, or shape, configuration, topography, or other conditions of the specific parcel of land involved, strict adherence to the regulations of this title would cause practical difficulties. The property currently has five separate accesses off of Edmonton Avenue. It is more appropriate in this instance to widen an existing access then to create a sixth access to adhere to the code provision. 2. That the variance would be consistent with the comprehensive plan. The variance would be consistent with the Comprehensive Plan. 3. That the variance would be in harmony with the general purpose and intent of this title. It is staff's belief that the variance would be in harmony with the general purpose and intent of this title. 4. The conditions upon which the variance is based are unique to the parcel of land for which the variance is sought and are not applicable, generally, to other properties within the same zoning classification. Valmont Industries occupies one of the largest tracts of land within the industrial park (10.71 acres spread over three lots). Because of the overall size of the property there are a total of five existing access drives along Edmonton Avenue. This property is unique in having that many accesses along one roadway. Adding a sixth access along Edmonton Avenue to maintain a 60 foot wide access is not appropriate in this instance. 5. The alleged difficulty or hardship is caused by this title and has not been created by any persons presently having any interest in the parcel of land. The five existing access drives were created by Valmont Industries, however, the City does not have access management guidelines (number of accesses per a certain distance) in place for local streets. As stated above, it is more appropriate to widen and existing access than to create a new access to meet the code provision. 6. The granting of the variance will not alter the essential character of the locality or be injurious to other property within the vicinity in which the parcel of land is located or substantially diminish property values. The variance will not alter the essential character of the locality or will be injurious to other property within the vicinity. The variance will not substantially diminish surrounding property values. 7. The proposed variance will not substantially increase congestion of the public streets, or increase the danger of fire, or be detrimental to the public welfare or public safety. The variance will not substantially increase the congestion of the public streets, or increase the danger of fire, or be detrimental to the public welfare or public safety. 8. The requested variance is the minimum action required to eliminate the practical difficulties. This is the minimum action necessary to eliminate the practical difficulties. 9. Variances may not be approved for any use that is not allowed under this title for property in the zone where the affected person's land is located except that the temporary use of a one - family dwelling as a two- family dwelling may be authorized by variance. The subject property is zoned IP (Industrial Park). The use of the property as an office / manufacturing / warehouse facility is allowed under the IP zoning guidelines. ACTION REQUESTED Staff recommends approval of the variance as requested to allow an access drive within an industrial district up to 127 feet in width. Respectfully submitted, Tony Wippler, Planning Manager Cc: Jim Connelly, Appro Development Steven Tietz, Valmont Industries, Inc. City of Farmington 430 Third Street Farmington, Minnesota 651.280.6800 • Fax 651280.6899 www.cifarmingtommn.us LIAR 20 L ?, r� VARIANCE APPLICATION Applicant: Valmont Industries Inc. Address: 20805 Eaton Ave. Street armm on Telephone: (800)- 899 -7577 Fax: (651)- 463 -7379 Owner: Valmont Industries Inc. City Address: 20805 Eaton Ave. Street Farmington City Minnesota State 55024 Zip Code Telephone: (800)- 899 -7577 Fax: (651) -463 -7379 Premises Involved: 20805 Eaton Ave. Farmington, MN 55024 Minnesota State 55024 Zip Code Address/ Legal Description (lot, block, plat name, section, township, range) Current Zoning District Farmington Business Park Current Land Use Manufacturing Specific Nature of Request / Claimed Practical Difficulties: Expand the existing west driveway width to accommodate semi -truck loading/unloading in a new building addition. SUBMITTAL REQUIREMENTS ❑ Proof of Ownership ❑ Copies of Site Plan ❑ Application Fee ($200) E' Abstract/Residential List (adjoining property owners only) ❑ Boundary / Lot urvey „ Torrens (Owner's Duplicate Certificate of Title Required) 3/DO/Zoy 1L-- 3 Date Signature of Property Owner ate Signature of Applicant Request Submitted to the Planning Commission on For office use only Public Hearing Set for: Advertised in Local Newspaper: Planning Commission Action: Approved Comments: Denied Fee Paid $200 — City of Farmington $46 — Dakota County Recorder Conditions Set: Planning division: Date: 9/06 DRAFTED BY: City of Farmington 430 Third Street Farmington, MN 55024 J \_ r 208TH STREET WEST S 89'22'29" W 632.48 Le €. BITUMINOUS DRIVE GRAVEL STORAGE YARD CONCRETE 8 — 3 —z- n "O AR ra EA N 89'22'29" E 632.62 EXISTING BUILDING 1 GRAVEL STORAGE YARD RG. 4011 gJ 300.04 N 89'02'46" E I i i BEARINGS ME ASSMED DATA — W — WATER LOOP UNE — 5— SANITARY SEWER UNE — ST — STORM SEWER LINE — CHE — OVERHEAD ELECTRICAL uNE — E— BURIED ELECTRICAL LINE BURIED TELEPHONE UNE —C— BURIED GAS uNE HYO. PRE HYDRANT P.P. POWER POLE LP. UCNT POLE C.B. CATCH BASIN W.V. WATER VALVE MANHOLE %LIAR. TRANSFORMER CBL%. CABLE BO% NOTE'S 1) BRUTES SHOWN ARE APPROXIMATE LOCAT0N. LOCATIONS OF UNDERGROUND UTUTIES COMPILED FROM VISUAL (NOENCE (WIGGING k PAINT NARKS) AND S RECORD DRAWINGS (DESIGN AS-BUILT). CALL GOPHER STATE ONE CALL AT 811 FOR ALL U11Utt. GAS UNE. AND ELECTRICAL UNE LOCATORS PRIOR TO E%CAVATCN. 2) PROPERTY CURRENTLY 201® IP. (INDUSTRIAL PARK) 3) SURVEY CONFUTED IN MARCH, 2014 SOME AREAS OF TIE SITE WERE COVERED WITH SNOW PILES. a) TOTAL AREA OF PROPERTY AS SHOWN: - 10.71 ACRES PROPERTY DESCRIPTION. Lot 1, Block 3, FARMINGTON INDUSTRIAL PARK 2330 *00110N, Dakota County, Minnesoto, according to the recorded plat thereof; and Lots 1 m0 5, Block 2, FARMINGTCN INDUSTRIAL PARK, Dakota County, Minnesota, according to the recorded plat thereof. LAN prOoFIA GIN SCALE AS WORN nap DOOM i mimes emery mt use Mm. eeHnm lak m report a preen W we mN y es1 ...on w ue I am a My hn,ep nar�,lmd sa■wre. A- r7rk.o� y epf�'� Net hers GiNpAN' ?...h.NW mem Nee 3/20/14 JACOBSON ENGINEERS & SURVEYORS (m2) .8822 LNa8WIE. be1 SSD. r AX (ss2) MR-esae PREPARED FOR, APPRO Development, Inc. 21476 Grenada Ave. LokevIlle. MN 55044 CERTIFICATE OF SURVEY 20805 EATON AVENUE FARMINGTON, MN C 2 2 SITE INFORMATION: LOT INFO. ZONING: IP PARK AREA: LOT 3.45 TOTAL ACRES BUILDING AREA: BUILDING AREAS: EXISTING BUILDIN • BUILDING SETBACKS: 50' -O'. REAR AND SIDE YARD: 33-0 - PARKING SETBACKS. PARKING REQUIREMENTS: ZONING ORDINANCE USED: CTLNE ]ONNG ORDINANCE DATE: 13-11 -14 OA3006 i SF • 1MS SF OF STORAGE MEi WAREHOUSE: °owe iii sPP °ace PPec ioo Es:v. ov iio °oz s`r ONE IU SPACE PER 1.000 S.F. OF FLOOR BPACE NOTE: FLOOR AREA IS BASED ON ION OF GROSS FLOOR AREA: PER ORDINANCE IMMO L tree ! - 30e. ACCEb61BLE I 14 0y [EMIN�NACClS! AISLE MOLDING PARKING CALCULATIONS: EXISTING BUILDING: 331331 TOTAL S.F. OFFICE AREA: ENOUSERIANgEgREA - STORAGE MEISANIE AREA - 13.321 SP -xM • .13.155 B.F. 11.030 TOTAL S.F. MM• 0.030 S.F. 1II111 S.F. - rut XM1• 50SSi8�F. MM• PROPOSED EXPANSION: WAREHOUSE ARE, 1 TO 1120 6!. / 150 m01 I; i 11.151 S.F./ 1000 - 10 -y 10,821 SF. / 2.000 B oCITY ORCDINAS7 E 10 `ltExISTMG AND NEW) NCRIEp C3' •104 :=Jr uAR C. SAGES TO BE ACCESSIBLE TOTAL NUMBER OF EMPLOYEES ON LARGEST SHIFT • RELOCATED/ 32 EEXISTING) 1° ST FENCE LANDSCAPE BERM EDGE OF 011TDOOR STORAGE E:K LocA ox1DF ISi U I POLE - RE ocATED 208TH STREET PRDPiena LNE 637/ tEM51 PBK= LANDSCAP.—ET/S -ERN CGE SL IOD D POTS ACE CUSS V SURFACE WAITING DOCK CNC PAD AT GRAD! Doc; .irioEna pLDAwxG OVEx PROJECTION O2 PABTC BMACdIu'a 6AMw REMDVE a4! A PER QTT N FARMiiOMT VIDENALE H—EXIST PENCE tTURF� ACE I °xnc�rn`ens UAL 7 z `U1 z 0 F z 0 0 RETAMNG EAU FAVEMExiDELEVATax MST UTLITY MD TO MAD MST MATER RISER M DEMO SITE PLAN PROP. LYE 30'+ CD, ED w 10 PISA. VIE 300 U O CCU- O LL z OL ND z0 QO di Wo O - Ntt 0I- aW o fY rd 0 i u Dakota County, MN Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a Map Scale legal document and should not be substituted for a title search,appraisal, survey, or for zoning 1 inch = 165 feet verification. Dakota County assumes no legal responsibility for the information contained in this data. 4/3/2014