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Home My WebLink About2016-05-04 PACKET 09.C. Cottage J Grove ��er� Pride and Qro�P�rity Me�t C i ty C o u n c i I PUBLIc HEa�vGs Acfion Request Form 9.c. Meeting Date 5/4/2016 Department Community Development Title of Request Eastridge Woods 5th Addition Staff Recommendation 1) Hold a public hearing to vacate and discontinue existing public utility and drainage easements located within Lot 1, Block 1 in Eastridge Woods 4th Addition; 2) Adopt Resolution 2016-097 approving the drainage and utility easement vacations; 3) Pass Ordinance 962 changing the zoning classification of 3 acres of land at 9905 Military Road from AG-1 to R-3/PDO; 4) Pass Ordinance 963 amending Ord. No. 913, which approved the Eastridge Woods Planned Development Overlay Master Plan, to add eight detached single-family lots to the Eastridge Woods subdivision; 5) Adopt Resolution 2016-098 approving the Eastridge Woods 5th Addition preliminary plat; 6) Adopt Resolution 2016- 099 approving the Eastridge Woods 5th Addition final plat; 7) Approve the Eastridge Woods 5th Addition development agreement; and 8) Adopt Resolution 2016-100 approving the Eastridge Woods 5th Addition final construction plans & specifications. ATTACH MENTS: Description Type Upload Date Eastridge Woods CC Memo Cover Memo 4/29/2016 Eastridge Woods Preliminary Plans Exhibit 4/29/2016 Eastridge Woods 5th Addition Plat Exhibit 4/29/2016 Eastridge Woods 5th Addition Final Lot Sizes Exhibit 4/29/2016 Planning Commission Minutes Excerpt Backup Material 4/29/2016 Easement Vacation Resolution Resolution 4/29/2016 Easement Vacation Notice Resolution 4/29/2016 Rezoning Ordinance Resolution 4/29/2016 Eastridge Woods PDO Plan Ordinance Ordinance 4/29/2016 Preliminary Plat Resolution Ordinance 4/29/2016 Eastridge Woods 5th Final Plat Resolution Ordinance 4/29/2016 Eastridge Woods 5th Addition Development Backup Material 4/29/2016 Agreement Cottage � Grove �here Pride and PrOSPerity MeeY TO: Mayor and Members of the City Council Charlene Stevens, City Administrator FROM: John McCool, Senior Planner DATE: April 27, 2016 RE: Eastridge Woods 5th Addition Introduction The City Council is requested to take the following actions: 1) Hold a public hearing to vacate and discontinue existing public utility and drainage easements located within Lot 1, Block 1 in Eastridge Woods 4th Addition, according to the plat thereof on file and record in the Office of the Registrar of Titles in and for Washington County, Minnesota; and 2) Adopt a resolution approving the vacation and discontinuance of all drainage and utility easements within Lot 1, Block 1 in Eastridge Woods 4th Addition and authorize the City Clerk to prepare a notice to be presented to the Washington County Auditor regarding the completion of the proceedings herein; and 3) Adopt an ordinance changing the zoning classification for three acres of land at 9905 Military Road (PIN 03.027.21.44.0004) from AG-1, Agricultural Preservation, to R-3, Single-Family Residential with a Planned Development Overlay; and 4) Adopt an ordinance amending Ordinance No. 913, which approved the Eastridge Woods Planned Development Overlay Master Plan, to add eight additional detached single-family lots to the Eastridge Woods project; and 5) Adopt a resolution approving the Eastridge Woods 5th Addition preliminary plat as recommended by the Planning Commission; and 6) Adopt a resolution approving the Eastridge Woods 5th Addition final plat consisting of 29 single-family lots; and 7) Approve the Eastridge Woods 5th Addition development agreement with D. R. Horton. The boundary area for the proposed Eastridge Woods 5th Addition subdivision is shown on the location map below. Honorable Mayor, City Council, and Charlene Stevens Eastridge Woods 5th Addition April 27, 2016 Page 2 of 12 \ ��co svwo . . �� ' A/ I: / _ � � N ��n �. U °F� �w��°'�°a Proposed Eastridge � � � � RH��r��,� � � Woods 5th Addition � I S 10 Q F . . o �pOt��i' Csydenakn 9" � Q'i♦ --- _ I _� �a �tos�ol Sh�roo � C�duhurst --- ------ ___ _ � cn��cn W; e.sv;a9.waoe. M�nsion ----___ , � 70TH ST S C.SA 11.I2 Z . �� W .k� W "_ { S�' �YAYII -c�� _ 715T6T3 = AYnaf 4� � �V » W._ a � ViO�g• 7pTM SiREET S _-_� C �'-E�'WEq►.M TfSi ^ ` � W > °C . H STS �r4y �s � z � �Ng ,� ��Rp < �NOS}S < � 72HOSTSINOS�S � � .. � Location Map The illustration below shows the existing drainage and utility easements within Lot 1, Block 1, Eastridge Woods 4th Addition. These existing easements are recommended to be vacated and discontinued. A copy of the final plat is also attached. . .;.,;, \ � .;�,y e' i � e�� \ .;, ,�P� �� w ��2 � • ,O \\:, . � ,;5' � \ II �/�dr ., . A ' '��p0 1! `'�oaQ' �'�j� '` Sr� Slp�, ,. �;�' �� '��I� 3f '9q4,�fFds�� . ��S�f'� �z✓��/•�3 � O�''V�� O I'' s� t ;� Et - , °� . .°as y�; � �� ,1� . . �� 'a'` .�,�p �/�i ;i �� ;� � :' �i ;� � � ' ;�r�' •• • 1_.�-" - � '��e •� �"k"' t �'• '� i � . - - - + 1� ' � d i'r�rl _:;�;r- _ � � . I,� -7. :'S' .. Easements Proposed to be Vacated Honorable Mayor, City Council, and Charlene Stevens Eastridge Woods 5th Addition April 27, 2016 Page3of12 �... �..... . , ��;w ��-.,,� ', , E.�I�T"R�11?G'r;E I�l't7t�"�� v°Tf�" �l,�t?17'1�'N � »u �, , �: ,"�,�� `` .� � —t ,f �, w � � , v � t �,F�=r,N. 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[�� ' ,� � ,�, .�. -_. � e{ >,�, � � � R�� _„ E �',r,� ,.�`� + �,.�... x `. e�.r�ry.mmm. m.x.��,: p .. �-;> —'----a, .i �" � s .+�� w.ra .: ..._ .C�� . 1 ..�... ,. _ � -�+ �, ,;'�� , _ , _.._ , � "`5`+,� u �.. fi .. � ,� , � ,. '� }y.�,l �_' _'.'k�,,,,,y,. '� �� .. f a y �l� Y:,�'..,y/r„� y�� t ,� h •• �,� $�;`g '? �� S 'f� �� ti}.h '� � ' �i �� t�. t �i( A�s4., �'r ' '� �'i � � � � R '�+y r "* ,q" : �\"c� '4 E'$ j '4 � �. g y'. h y N . a ,... ,..! �.; a t. :� �,, y .,. ,; r �^� . 2 #`�,w ,�,.-'-r ru 5�ax.sa�. ffr r�., ��.�, .. . �.a,�4�;� sa°".+r�are Y� {u re� � � �...� °�g .`�ry,�{ . �u., �.w.r�� ' ,,...r,.�,m .. �,. ' ..s t .;; "� c+e �� x �� ; _ .. .m :��. ..v.� �:�xs�....� r �,. , ¥ , u, ....... r,.. �k.k • . 3.u'V-ze. �.. ife�Y P�d.Immin�t£arvi�ihc. Proposed Eastridge Woods 5th Addition Final Plat Review Process Application Received: April 1, 2016 Acceptance of Completed Application: April 1, 2016 Tentative City Council Date: May 4, 2016 60-day Review Deadline: May 31, 2016 Planning Commission On April 25, 2016, the Planning Commission held a public hearing to rezone a three-acre lot located at 9905 Military Road from AG-1, Agricultural Preservation, to R-3, Single-Family Residential District with a Planned Development Overlay; an amendment to the Eastridge Woods Planned Development Overlay (Ord. No. 913); and a preliminary plat for the Eastridge Woods 5th Addition. At the public hearing, the applicant was in attendance but did not speak. No other public oral testimony or written comments were received for the public record. The Planning Commission unanimously (8-to-0 vote) recommended approval for the rezoning application, amending the Eastridge Woods Planned Development Overlay (PDO) Plan to eight single-family lots to the Eastridge Woods PDO; and the Eastridge Woods 5th Addition preliminary plat. The Planning Commission's recommendation approving the preliminary plat Honorable Mayor, City Council, and Charlene Stevens Eastridge Woods 5th Addition April 27, 2016 Page 4 of 12 was subject to the 75 conditions in the planning staff report. An excerpt from the unapproved April 25, 2016 Planning Commission meeting minutes is attached. The ordinances, resolutions, and agreement are attached for your approval. Background On November 26, 2012, the Planning Commission reviewed DR Horton's concept development plan for a residential subdivision of 135 lots for detached single-family homes on approximately 61.5 acres of land. This concept plan was approved (Res. No. 2012-144) by the City Council on December 18, 2012. A copy of this plan is shown below. CONCEPT SKETCH •'C.. . ` � : ` �_ _:--- : �:��,i�� i (Or[UfOW � 1.^•- .� �_� �� M .2•a.s.�aitwc�� +�.�� r w N u.� �.� ^ u. . � � �~�/ I ��.~ ra. � O '� 1 •�r �� — � • �� .... k , �� ,� , � � �..��`� � . � `'��' ' _ �..r�a�..� � 1�� `� �!� .� f�.'�r-..... � �� "_ `y � '� • �� 9 ;y" �- —'=j��—, �:_,� � t ' •�.!��I��. � # 1 � .i��•�� ,'\ ..��..:�.�...... '� • - �� , � � 1 � I� • ✓ .��i,�� y �i � \ �r � �M' � �'• i , '1 �} ' �� .. 1�- ' :�` �'� �� . �� .. � :. �� .. _ �,��. �. �� t .- , � , �. i-_ �. .� � . - .�. -•�.�� - , � � ��f � �jI ,.. �� +i` " �,,1� � � - �:• , ;. �. " y r"-- --- ' �, '� r �� .�`p '1��I . � � s;;;� ,�� .' � i—�' �r..aw.w � � , �. �� 1 ` .1 �?• � _�� .--- -- 1�:- ��-.� �'` `\`` -1� - � � � �" `� ; i -_..•�._-_- - :�. - �. �/- .-r-�„��-- , ' �,iM � 1 � ;4` =I , . : � , � �'j1 ' d � + �- ��• � � -- -- -_ _ _ . , _ ��i��1-�M►�,.`�"� `�.a_ %�• ,�, �.._____..R...��, ��-= f- �.. �., . (n 4A�i)•�'w�t'4::: _ � �'~y'� ' oM►inwm r-�� WOZNIAK PROPERTY "'� --,�-- /� � -r .e..� .. . ..._� � - � cOfTaOr Qwovr_YN ' ' t., . . , . .. .. , Concept Site Plan December 18, 2012 Except for the three additional acres proposed to be added to the Eastridge Woods 5th Addition phase, the overall layout for the Eastridge Woods development plan remains substantially con- sistent with the original development plan. Had the three-acre parcel been purchased in 2012 and included with the original Eastridge Woods PDO Plan, the development plan would have likely proposed a similar cul-de-sac layout that would have been supported by the City. Adding eight additional single-family lots to the 135 lots within the Eastridge Woods development plan is relatively insignificant to the overall urban development for this residential subdivision. Honorable Mayor, City Council, and Charlene Stevens Eastridge Woods 5th Addition April 27, 2016 Page 5 of 12 The phasing plan for the Eastridge Woods PDO was initiated in 2013. DR Horton is proposing to develop their last phase this year. The illustration below shows the various Eastridge Woods phases. z �: ,xi� �. ; +'i�_�� `1 ��\ V� �' �� \�� .. .,,.< .•... . -�1 •. , : . . ,' ;:,` i�' � ,•; , ., � �� - '==' . . � ,' . F • ;�. . a - • � . M. S�r�dg �� ; � . i ��;� . . �, � _ ,aW►� „ A . �. . \% • • � :s. �. ,. � , . � ..• `, .�--- ....�.•-- . � -- -� � / � ` I Y'Y��r N YTr.hr� ' r,�:w�MI ^ � � •�/,,.' •'.H�qV!7Y , � • ` .. � /.0^aliflrlfi 1 `� �„ �. � u. a. .. . L,�\ �—i�� ,(. .wr,f•«� i� �� V . :---;, , • - . !: �\ �� \ ' �\ .'. , _� , . '�-- - � �, � Cayden Glen:� . -""""" :; •� ; • . % . �S�� \`� Subdivisiorv'� � '� � ' , ' � � '� . ,, . . �;� , , , . �;r( .. . �..str� e� �<'� F � • '" . .. ' . • ,_. . // . � �. $ - �- - �r; . -�� . . __ . , ,; �:a;' �� oods ; - _ '. �'�P Y '` % --,...:,�. ..... (�OCh K; .• , � .. .. (•A��.iY:T . � 3;,,b�„ ;; • ... , - � �r �. ,, , ,; ,:�,i' �o► ' • . - - -� �� , . ,,,." • ,,, . _'_. ,...s;9 ' ' ;.• _- ; i :JZ--�-�" , •, ' �jp� ' j I . . � • . . ( . .�,.,> ��oe.......o�; ,s • . ,1 . . , ? . _ --' ! I ��_� 't' ? n. ��. , � I . . �� . .. _� �:.� •� •....�ou.w.a � --��a.... --�--� ....�� _-./ �._.:0 _ .� �� -"��••�,_��i ..-- � �. :-tq{*+) � � � �'�--- —r - .. _ — �� 70th Stl'EE H 22, �..�;a,m. �.- ..�r- �,,�,;,.n� _ _- ---- .` �-. .(�rrT� � - . � r — � �� .. �... � . . � L � . • � . .. �� .. � • ( . �� . .•�� .�.�.�'y_�. Eastridge Woods PDO Amendment The City Council unanimously approved the Eastridge Woods 4th Addition on June 17, 2015 (Res. No. 2015-074. Since that time, DR Horton acquired a three-acre parcel east of the proposed Eastridge Woods 5th Addition. Incorporating these three additional acres into the Eastridge Woods Planned Development Overlay Plan required the boundary lines for Lot 1, Block 1 in Eastridge Woods 4th Addition to change and be incorporated into the Eastridge Woods 5th Addition plats. Honorable Mayor, City Council, and Charlene Stevens Eastridge Woods 5th Addition April 27, 2016 Page6of12 Planned Development Overlay (PDO) Plan Procedure The Planning Commission must make a recommendation on the proposed Eastridge Woods PDO amendment to the City Council. The findings supporting this PDO amendment are listed below: A. The PDO amendment remains consistent with the intent of the PDO requirements specified in the City Codes. B. The PDO amendment continues to meet the standards required for a conditional use. C. Each stage of the PDO plan can continue to exist as an independent unit. D. The area surrounding the Eastridge Woods PDO plan and proposed PDO amendment can still be planned and developed in coordination and substantial compatibility with the current PDO plan. E. Any proposed density transfer is consistent with the preservation and enhancement of impor- tant natural features of the site. F. Any density bonus is consistent with the density bonus criteria of the PDO ordinance. G. Any variation from zoning standards continue to be similar in function with the proposed Eastridge Woods PDO plan and underlying R-3, Single-Family Residential District, and the results are equal to or better than those achieved by the applicable zoning standard. H. The Planning Commission and City Council may attach conditions to their actions that they determine necessary to accomplish the purposes of this section. Conformance to the East Ravine Master Plan The proposed preliminary plat and PDO plan was determined to be substantially consistent with the East Ravine Master Plan, which was adopted in June 2006. Below is a comparison between DR Horton's Eastridge Woods development plan and the land use designations in the East Ravine Plan: Honorable Mayor, City Council, and Charlene Stevens Eastridge Woods 5th Addition April 27, 2016 Page 7 of 12 ' �`+ �� °"" ' ---- � . ---,�,.r c%•� ._ -` �°� �� , l � � � ��, r � _ :YyY"_ , T � ,`•.-,I = . •�'�, / � j . S -` ;_:- '. , � ""' ; ! /°•� ,` . " ' - +_�_�_.�'f,��\`/�� , �1 f�J � � ` _ �f/ �N�N�� _.l : ' . ``� \��O � � � •� I " �4� � '�I� �_ -- _ `�-.' \� �,� ,..•'� -S•� -_ - - � - ~'` i � l � ` -� .� __. _ ;L . - , � .. - _„ . :.;ma• •!, _ r. � ��1=;; - _ . .I. � , � � •+,�-• ��'% � �� .i .l�' ' ! �_ • . . ._ .�_` � _�., � . i , ,:,�:fi;l�C:-" �a�� c�v_ C-::- ._•. _— . ,... . .-:-.�.r. � � ---, � Preliminary Plat Land Use Map from East Ravine Master Plan, 2006 The three-acre parcel proposed to be added to the last development phase (Eastridge Woods 5th Addition) is east of the Eastridge Woods neighborhood. The land use designation for this three- acre parcel on the Future Land Use Map in the Future Vision 2030 Comprehensive Plan is "medium density residential." Developing this three-acre parcel for detached single-family houses is characteristic of a "low density residential" land use designation. Building detached single-family homes within a medium density residential land use for this particular site is reasonable because of the existing physical barriers of Military Road, Cedarhurst Mansion site and facilities, and the adjoining single-family residential neighborhood. The proposed revised Eastridge Woods 5th Addition preliminary plat and the land use map from the East Ravine Master Plan are consistent in the following ways: • The East Ravine Plan primarily identifies the future development of the Eastridge Woods neigh- borhood for detached single-family homes. The owner of the three-acre parcel at 9905 Military Road was unsuccessful in selling the property for medium density residential uses because the parcel's boundary configuration and inadequate lot area deemed the property as undesirable for medium density residential uses. • The proposed detached single-family lots for the three-acre parcel will be consistent with the City's Future Vision 2030 Comprehensive Plan once the Comprehensive Plan is amended. • The proposed Eastridge Woods PDO Plan Amendment does not change any of the open space or park land that was previously platted and developed. The public park development within the Eastridge Woods development is consistent with the Future Vision 2030 Comprehensive Plan and the East Ravine Master Plan (2006). • No changes are proposed for any of the existing local street connections with City and County transportation standards. The existing private access drive at 9905 Military Road will be elim- inated. • Public street connectivity to adjacent parcels is provided for improving accessibility. Honorable Mayor, City Council, and Charlene Stevens Eastridge Woods 5th Addition April 27, 2016 Page8of12 • Management of the site's stormwater for rate and water quality is conceptually correct. • The proposed preliminary plat and grading plan are consistent with the low density residential land use designation for this area. Zoning The applicant's proposed Eastridge Woods PDO amendment includes the proposed rezoning of the three-acre parcel at 9905 Military Road from AG-1, Agricultural Preservation District, to R-3, Single Family Residential with a PDO. This zoning classification matches the zoning for the Cayden Glen and Eastridge Woods residential developments. The average lot width at the front property line for each of the nine lots in the vicinity of the three-acre parcel east of the Eastridge Woods development is approximately 75.8 feet. This width is measured at the front property line. The minimum lot width within the R-3 zoning classification is 75 feet. The average lot area for all the lots within the Eastridge Woods 5th Addition is greater than the 10,000 square foot minimum lot area for the R-3 District. Planning Considerations Property Characteristics The Eastridge Woods PDO plan is proposed to increase from the original 61.8-acre site to 64.8 acres. The three additional acres is from the adjoining parcel of land at 9905 Military Road. With the exception of an existing small shed centrally located on this three-acre parcel, there are no other building structures on the property. The site is wooded primarily with deciduous trees and brush. The proposed Eastridge Woods 5th Addition site was originally graded in 2013 when the entire site was graded for the initial development for the Eastridge Woods residential subdivision. An aerial photograph of the property taken in 2014 is shown below. Honorable Mayor, City Council, and Charlene Stevens Eastridge Woods 5th Addition April 27, 2016 Page 9 of 12 , ��; _ �-�c �� ,#� . � � � .�.�,�,�� • �`'�°i�.�. • ��:%+ , s�"� � •.a,K�•�,-� . ' ,i p � +�V_._�►...�.1.,.•+.� � rN_� •. � .�. a'. ` _ *,' .jy�Vk��11�� .. , �'. �f ,� :�i��. . •`;•I . ,1 ' � '"t+!'� �� ••� _ 1 ��j-y.+�Y�y',�+"'-K� ., , � . � �'*= ,�` r�a�w � � �, , ,l.�...�,�fr�� .�" . � {� � ,` ,.: � . , � � ',��'� -�.- ' , � r ,,- `k► '`� �:..�; �;. .� ! �� f,,y� �� , -.� • � " l, `� �. r '3"�� j, i t .,� t , � � f �.�� . � ,< 'J�' •�^� '. �� *_' � , _ •� � ��, I� . , � �1� /; `�' ~� .. ,-�`'^_;? ,`` \`', �}•,�.,� ' _ �.� 'i} ', �^�!p• -�_1 f ' , � 'c • s ., '•1� . , �� 1� y ..�'• f � I .* � •_�• ,� 1•� � \ � � ; •1�•' (`r� �. � � .� � ' �_� ' - i .►� ��A7 '�..� .L �! . � a.. z .t. '{.j �'i��•�t- ,L' � �,! .� ,��• .� i \ ,y,6��.. - , . + w�! . -� ,.�' .I•_ b�� + ��-��`� �• _t�'�, i�, �aM�� . ' ��1 , �� _ s� "F!� , ��l`L�, ' � / r'�'• ��.t`�� :r "' �. � � . L r�.� �• � \ ) � r' t • `. .,.. - � , .�,-.:, :,� . • s f y�-��; '`�, �' �y�_ r '.� ��` e� � , ._. �,�.�, , J�`�� ^ . y1 _ ' � .` -. � �� • ��` � f� �, .� ; • ....�_-..+._ ,�.-� �I. � - .,y._� �', ��x=•�i� _ , _ �--_ ,� " ,, �—�- — -- --- � � ,. t��1_ . � _. -Yi1.. - •�_--r•-- ".' �-s� : � _ ... _ . .:<�i?i�Ri� . Density Adding the three acres of land and eight lots does not significantly change the overall residential density within the Eastridge Woods development. The net density will remain at 2.5 units per acre. Tree Preservation The tree inventory plan for the Eastridge Woods subdivision and the three additional acres of land identified 321 trees on the 64.5-acre Eastridge Woods development plan. This acreage includes the three additional acres in the northeast corner of the revised Eastridge Woods PDO development plan. City ordinance regulations allow up to 40 percent tree removal without requiring tree mitigation. On those three acres of land, an additional 169 qualifying trees were inventoried. Of those 169 trees, 63 trees will be saved and 106 trees removed. Based on the tree replacement calculations for the various tree trunk diameters, 96 trees are required to be planted. For all five development phases of Eastridge Woods, the total number of trees planted for the boulevard trees, the landscaping buffer paralleling 70th Street, and the landscape islands was 218 trees. Adding the other 96 trees for replacement equates to an overall total of 314 trees to be planted. The total number of trees planted within the Eastridge Woods development phases was 348 trees. Based on the final landscaping plan for the Eastridge Woods PDO with the latest revision date of March 25, 2016, and the number of trees Honorable Mayor, City Council, and Charlene Stevens Eastridge Woods 5th Addition April 27, 2016 Page10of12 planted within the developing phases and the future development of Eastridge Woods 4th and 5th Additions, the tree mitigation requirement is in compliance. Boulevard and Yard Trees In addition to the one yard tree that is required to be planted along the street frontage (one tree per street frontage for corner lots), a minimum of four trees and ten shrubs are required for each residential lot. One of the four additional trees must be a conifer tree not less than six feet in height (City Code Title 10, Chapter 5, Section I(7)). The builder of any lot within this development will be required to post an escrow with the City to insure these trees and shrubs are installed. The developer will be required to stake the location where each boulevard tree is proposed to be located within the public right-of-way before planting any of the boulevard trees. Once the stakes have been installed, the developer must contact the City Forester for inspection of the location and tree species before planting. Utilities Sanitary sewer, storm water, and water utilities will be extended from 66th Street in the Eastridge Woods 5th Addition into the proposed cul-de-sac street. These utilities will serve the nine lots on the three-acre parcel and could be extended for future development in this vicinity. The utility easement initially required over the common boundary line between 66th Street and the 9905 Military Road property will not be necessary now that the cul-de-sac is proposed to be constructed east of 66th Street. One residential lot is lost for this street extension and the lot widths several of the lots along the east side of 66th Street in the fifth phase will be modified to accommodate the 60-foot wide cul-de-sac right-of-way. Nine lots will be platted along the cul-de- sac, but the loss of one lot along 66th Street will effectively increase the number of lots within the Eastridge Woods PDO to eight. All existing and proposed public utility services in the area are adequately sized to serve this and other properties within the Upper Ravine area. Public Hearing Notices Public hearing notices were mailed on April 14, 2016, to 17 property owners who are within 500 feet of the proposed subdivision. The notice was published in the South Washington County Bulletin on April 13, 2016. Proposed Development Consistencies with City Ordinances The proposed preliminary plat and Eastridge Woods PDO with an R-3, Single Family Residential District, is consistent with the East Ravine Master Plan (June 2006) and the Future Land Use Map of the City's Future Vision 2030 Comprehensive Plan (March 2011). The overall plat layout and PDO Plan complies with City ordinance requirements. The request to rezone the property from AG-1, Agricultural Preservation, to R-3, Single Family Residential, with a Planned Development Overlay (PDO) is consistent with the development densities identified in the City's Honorable Mayor, City Council, and Charlene Stevens Eastridge Woods 5th Addition April 27, 2016 Page 11 of 12 Comprehensive Plan and East Ravine Master Plan. Modifications to the Comprehensive Plan will be made in the upcoming Comprehensive Plan update. City Department Review Representatives from various City Departments reviewed the proposed rezoning, Eastridge Woods PDO Plan, and preliminary plat at the Technical Review Committee meeting on April 13, 2016. The City's Public Works Department, Public Safety Department (Fire and Police Divisions), Parks Department, and City Administration found that the applications are compliant with City development standards. Their comments and recommendations were incorporated in the conditions recommending the approval of this project. No comments or recommendations were received from other advisory commissions. Recommendations 1) Hold a public hearing to vacate and discontinue existing public utility and drainage easements located within Lot 1, Block 1 in Eastridge Woods 4th Addition, according to the plat thereof on file and record in the Office of the Registrar of Titles in and for Washington County, Minnesota; and 2) Adopt a resolution approving the vacation and discontinuance of all drainage and utility easements within Lot 1, Block 1 in Eastridge Woods 4th Addition and authorize the City Clerk to prepare a notice to be presented to the Washington County Auditor regarding the completion of the proceedings herein; and 3) Adopt an ordinance changing the zoning classification for three acres of land at 9905 Military Road (PIN 03.027.21.44.0004) from AG-1, Agricultural Preservation, to R-3, Single-Family Residential with a Planned Development Overlay; and 4) Adopt an ordinance amending Ordinance No. 913, which approved the Eastridge Woods Planned Development Overlay Master Plan to add eight additional detached single-family lots to the Eastridge Woods project; and 5) Adopt a resolution approving the Eastridge Woods 5th Addition preliminary plat as recommended by the Planning Commission; and 6) Adopt a resolution approving the Eastridge Woods 5th Addition final plat consisting of 29 single-family lots; and 7) Approve the Eastridge Woods 5th Addition development agreement with D. R. Horton; and Attachments: - Draft Resolution Vacating and Discontinuing Easements - Draft Notice Vacating and Discontinuing Easements - Draft Ordinance Rezoning from AG1 to R-3/PDO Honorable Mayor, City Council, and Charlene Stevens Eastridge Woods 5th Addition April 27, 2016 Page12of12 - Draft Ordinance Amending Eastridge Woods PDO Plan - Draft Resolution Approving the Eastridge Woods 5th Preliminary Plat - Draft Resolution Approving the Eastridge Woods 5th Final Plat - Eastridge Woods 5th Addition Development Agreement �2014 Westwood Professional Services, Inc. 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DATE REVISION SHSETS 1 5/22/13 CITY REDLINES 1-4,6-8,11 � 2 5/30/13 CITY STREET SECTION DETAILS 1,11 3 6/13/13 CITY REDLINES 1-9,11 4 7/5/13 PARK GRADING REVISIONS; � STREET SAND STOCK PILES 1-3,5-8,11 O � e rove inneso a 5 7/11/13 REVISE PHASE 2-3 STOCKPILE 1-9,11 � 6 7/19/13 REVISE PARK 1,5,7,8 7 12/30/13 SAVE 36" OAK TREE 1,5 8 01/02/14 GRADING RECORD DRAWINGS ALL 9 01/29/14 REVISED STREET E 1-10,16 Prepared f01': 10 02/18/14 CITY REDLINES 1,4,5,8 11 03/05/14 LOWERED PARTS OF 66TH & 67TH ST. 1-5,10,16 DRHorton Inc. 12 04/01/14 DEVELOPER COMMENTS 1,8 � , 13 04/14/14 50 PROFILE ELEVATIONS 1,10 Sheet List Table 14 05/29/14 LOWER PARTS OF 66TH & 67TH ST. 1-5,10,16 20860 Kenbrid e ��ur�, Suite 100 Sheet Number Sheet Title 15 09 02 14 CORRECTED PROFILE SHEET 1-10 g � � Lakeville Minnesota 55044 1 Cover 16 09/25/14 UPDATE SIDEWALKS NE PART OF SITE 1-3,5,8 / 2 Overall Grading, Drainage and Erosion Control Plan 17 11/20/14 UPDATE 3RD ADD. 1-3,6,7,16 COn�C1(,'�: �ike Suel 3 Phasing Plan 18 12/09/14 UPDATE RECORD INFORMATION ALL 4 Grading, Drainage and Erosion Control Plan 19 04/30/15 REVISED 4TH ADDITION LOT & BLOCK 1-5,16 Phone: 952-985�� 5 Grading, Drainage and Erosion Control Plan 20 06/25/15 REVISED REAR LOT CORNERS 1 ,8 5A Grading Drainage and Erosion Control Plan 21 02/16/16 REVISED 5TH ADDN LOT & BLOCK 1-9 Fax: 952-985��00 6 Grading, Drainage and Erosion Control Plan 22 02/24/16 REVISED LOTS 5-7, BLK 4-2ND ADDN. 1 ,8 7 Grading, Drainage and Erosion Control Plan 23 03/25/16 ADD MARTY PROPERTY 1-5A,10,16 g Grading, Drainage and Erosion Control Plan g Grading, Drainage and Erosion Control Plan n r i n Pl n P re a re d b . 10 Street Profiles � S� uC� 0 a S P Y Westwood Professional Services, lnc. 11 Details fOr . 7699 Anagram Drive Eden Prairie, MN 55344 �2 Details Grading, Drainage & Erosion Control PHONE 952-937-5150 13 SWPPP Narrative and SVITPP Plans Fax 952-937-5822 14 SWPPP Notes TOLLFREE 1-888-937-5150 Westwood www.westwoodps.com 15 Existing Drianage Area Map for PI'O �eCt n u m ber: 0000178.0� 16 Post—Developement Drainage Area Plan Eastridge wOOCiS � Cottage Grove, Minnesota C o n t a c t: F r a n c i s D. 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" � � ' 1 9�5. � ��, g1g �1�� a. I ,g G � � p p.6 I>� LO 923.1 � � = X 856.3 DENOTES EXISTING SPOT ELEVATION X � ,� . 95: \ p �0 ��j � - , � G �� `° 91 G I g g 8.7 P g2a,3 1 1 L 92 I � 6s.ao � $� 5 `SO � � 4 1�' � L0 9 9.4 I^ �� g.� ^ /� G � 9�6.� G 91 � 9�4 g � �° �7.5 I K � DENOTES PROPOSED SPOT ELEVATION � a- 95,78� •� ��y �' � � °� � 0 � � I 910.3 9�6'� 9 I 912•6 � � DENOTES BIO-ROLL EROSION CHECKS - 1 90 x • 0 .7 O �l i� � C - g� I � I .' I L O 9 1 0.3 � L O 9 1 0.5 � L� � B-8 � d'°�� 4 " $�•� � � `�o �� °c 'o �-� � " I � I � � E.o.F. DENOTES EMERGENCY OVERFLOW 20 � �1 8 ' � 8 7 i s � 1 4 'S \ � I � � 1lHOO�D ��1� �7� ELEVATION 6 25 - 1. 'o �� I �9� g I I � � ` \ � � X 9910.7 � GRADING CERTiFICAl10N --':-':-':-':::::::::- 3.76 • 9 ' � • � � � 9�2• 9� � � � � I 913,g � � � \ g18•� � � 9 ENOTES FlELLi CERTIFIED :•::•::•::•::•::•::•::•::• DENOTES WOOD FIBER BLANKET fWEE � 9." � $ 91. �� 88.7. �� .21 �� 1�2 E O.F. � 913.5 � I 3 � � .6 � 9�5;S 1 _ _ _ � X - - - X LOT CORNER EU=VAl10N (TYP.) :::::::::..:..:..:..: 83.65 � 1 I 913�5/ 913 � � � ' i89.34 � I 2 ' . - 0.6 . 1 . 2, ► L 9�0.6 � 913.7 � � x g ,08 � �1g7:�6" 920.30 , 34.14 8 .. 9 � �-, Sq �l ,p � 106191 � � L - - _ - ` � - - � 13.5 3.12 �--� X � E.O.F.� � -,� 19 �8 � �� 1 .7 , T �16. 5 909.2 � �906 91 9 � o8.s 07.6� os., �- - r,.� .49 X ' 922.56 92 ti 9 � , � , pg. 5 �� . CONTRACTOR: ENEBAK CONSTRUC710N C0. ��X 8 � . 8 , 894.63 95_ .,,� G��95 92 � � 909.4 1; � � 14.17 2�.� , x 900. � . 5 . -� . . 9 4. 3- 90 . . � 07.98 xS11.74 0. i� �� 927.67 RECORD DRAWll1/G CONFORM/NG TO CONSTRUC770N RECORDS 4 9.80 e8 . 2.8-��c��. ,�89:�.17�_� 9 0.0 0.48 � ��6.48 X 911 911.85� v i.i T_v� x�g1 52 921.�4�- x g . "901.16 X 910• 917.93 BY Devm Rambow DA TE 11/23/14 3 9 1 f�°��--��7 �2• � 2 OS.. ' 09.8 , 08.8 9L i•4 4.44 WESTWOOD PROFESSIONAL SERVICES g �� 03.78 . 03. � 91 .56 0 � s'• a0 ,-90 9 ' a, .08 ♦ 0 . ��.64 03: v 903.9 A . � � �06.76 � .?_ ° N x 922. � � � x � . � -� n' 'T r 906.49 09.6 � • �66 OUTLET=8 . ° �m �• 923.09 ,.. . 0.5% M I�g � . o � �- � �� -Fo -y�'�' "� 03.�� FOP X 90 84 8 �'_' v�.�8 � , �� U6.82 �� x 9 3.25 ��",� x�13.82 �' �v.,,_ ,��„ F P FOP "904.55� 1�C�190��'5� • -r.y =9�'7� �� 907.91 - FOP FOP FOP FOP FOP l�� FOP FOP n� 21.68 04:n R O.Z rJ �O 6.7� � ;� � FnP - �FOP FOP FOP FOP FOP F0� OP FOP FOP FOP �p� F p H 90 .11 . . �� o, � � scni , „ „ LL « 910.68 � « Q CL-C y y - -� � �IN - � ,� t � � � - - - - - - - - - � - - - - - - - - - - 0' 50' 100' 150' � � ( I � J \ 92o Latest Revision Date: 03/25/16 � � � ' � � / i 0000178.15GDF02.dwg � vate: 05/20/13 Sheet 4 oF 16 Eastrid e g . Westwood Professional Services,Inc I he:eby cenify that tivs plan was p:eparea by me oz under my � Prepared for: 7699 Anagram Drive dizect supecvisina aad tliat I am a duly liaensed PROFH5SIONAI. 02/18/14 Citv Redlines Deaig�l� FDH II • � Eden Prairie,MN 55344 ENGINEER under the lawe of !he State of Minnesota. OS/22/13 City Redlines OS/29/14 LOWER PARTS OF B6TH & 67TH ST. �OO S Grachng, Drainage and OS/30/13 City Street Section Detals 12/09/14 Update Record Information C�eC10ld: FDH II DR Horton, �� • PHONE 952-937-5150 a6/13/13 City Redlinea 04 30 15 REVISED 4TH ADDITION LOT & BLOCK FAX 952-937-5822 ►� 11/1/13 Lot 1,BIk 5 8e Lot 17,BIk 7A Rear yard re�sions D1��Ya; fIW t� ��10� Control Plan TOLLFREE 1-888-937-5150 Fraa�cls D. �eII II Ol/02/14 Grading Recard Drawings 05/18/75 UP�ATED GRADE AT 67TH O 69TH �� Ke11pi'1� C011l't� aS�t@ 1� 01/29/14 Revised Street E 02/1fi/76 REVISE 5TH ADDN LOT & BLOCKS � � by/� JpM T�� WCi4YYWd vuww.westwoodps.com �d �� Oeg Np, 1�6 03/�5/14 Lowered 66th 6t 67th 03/25/76 ADD MARTY PROPERTY � a�ir►�� ]�I1�0�8 a�4 �@ Cs1Y1V@� M111n@SOtB � � es woo ro essiona ervices� nc. Call 48 Hours before digging: � • , I�� , V V y ,� �� v,R��, �/� // �� \�� \ \ � CL CL � � , � 811 O� ca I I 811.COPY1 � � � � �0 � � �" ^"'� � / � � \ \ Common Ground Alliance � / � \ � � \ \\ �p ' �� O�� c' \� / /� �q�� / \ � - - 1'�.48 � \ � �� `� `9 � `90� �.�/ 9 � , \ > � a� � � � � / � . �`�' � �s,q �� -��D I�iD XXXXX � >> < �o�'� �� i �� 9 `� ` , �' �\ � r � , /� �� 2ADING CERTIFICATION � ' � / � �\ , �C�� >>2, � �11.8� � �/ �� ' 917.5 � � � � J D►_NOTE�s FlELD CERTI�'IED � , � ' LI�T CO,�nIER ELEVAT,uiv (TYP.) � � J , , � � 9 \ 911.5 �s / 5.8 9p G' � ,q �/� �� 2 � G � �\ / / � `S2 / �\ 1 ��\ �� 09 // � /\ `` � �'�� / / ` / , � � � � ,/ � � / .q / � (. � / i�' � \ go5� / ` � � °8� •. � �� , �, Cj % � � A �/ o � �o � �� ' , �,�. � ' , � �' � /��Ci �� S cRA�iN � A N H 0�E �� q� ` � 90 � ,� � � �4 �,� � � � �� DENO� LDC� }�E � � �� HOLDOVMY �L�VA'f1�4�N'-(� •) S? 53 .O.F \ / •� �� /� �\ �� J . � �� \ - 9 � E - 886 � 0 90�:7 �� / _�; � ,i � X �° �/ � � � o � � ` � O �/ � `� / Cp �jT� 5. 5 ` � � / \� � �HOOftD LH(�1D XXX.X ' � � �/ � � 9 C / � � \ � �-901.80 � ` ► � �r�`�� c � � �- � �p � � �� GRADING CERTIFICATION > 902.09 ��"� � �( �'�h � 68 '� <\ � �� DENOTES FIELD CERTIFIED � t � � 'o �j � / / � / GROUND ELEVATION (TYP.) , 2. .6 6 14.6 4 `9� 6' .6' / \ � O ` �\ o�� 9 / �.� \ �? / � / � �� ` \ � � � x 898 79 x 899.19 � � � ��/ �� 98.68 � �� / � JJ � / � s x 895.44 ' � r � � 2 .4 \ Q � / � > ,< S / / � - 'i.35;� 9C.52 � ' �.J� > 9 .2 / 'p `9� J� � ^ /, �� , � l,�,►� /� H. . v / G+ � / � / � O ��}� -4^� / \ / �� \ / � / \ Cp � � � � .1 .87 - ' .�16 � �L �h C� ` 'Q '�`0 / �i� � ��o�� '�� ,� � -8�95. � O � � ` / 's� / y / � � C� � - / 6 � a� �j `�y\ // G \\ g \ //� 'Q / � / ��/ \ � � � 98.15 �� .� \ � / � 9 � / 9 2 °� " 7� / g 0.3�� ` � �� >>� � � o,�� \ � � �, 9 09� ��// E.�.�: \ ' V � 901.0 00 - ,� , � �o� 9�, � �9��. 914.7 S \ 95.67 6� 2 �' �� 913.6 � � �� 4 � , , �� ° � � � , , , �8�1 89837 \ � � EXSTNG MANHO �E � / g 3 / G � 5 � x sn. / � 1� � 898.39 � � , S'66-1 � � � � �b � `L G' 9�9 � / / � E.O.F. � . � �1.7 � 8.��- - ` � `�q' p�� ,�� , 'S � 91 �� , � � 914.6 �� \ 90,.�� - , � , sci�� _ _ �,� �o ; � � '\ ` so9 �- \ 9��38 ' %� R � �3. 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Westwood Professional Services,Inc I he:eby cenify that tivs plan was p:eparea by me oz under my � Prepared for: 7699 Anagram Drive dizect supecvisina aad tliat I am a duly liaensed PROFH5SIONAI. 01/29/14 Revised Street E 1�ig�l� PDH II • • Eden Prairie,MN 55344 ENGINEER under the lawe of !he State of Minnesota. O5/22/13 City Redlines �2/18/14 City Redlines �OO S Graehng Drainage and OS/30/13 City Street Section Details 05/29/14 LOWER PARTS OF 66TH & 67TH ST. �� FDH II DR Horton, �� PHONE 952-937-5150 06 13 13 Cit Redlines 09/25/14 Update Sidewalks NE Part of Site � • FAX 952-937-5822 ►� 07%OS%13 Park Grading Revisions: Street Sand Stock Piles 12/09/14 Update Record Information D1��Ya; fIW t� ��10� Control Plan TOLLFREE 1-888-937-5150 Fraa�cls D. �eII II 12/30/13 Save 36' Oak Tree 04/30/15 REVISED 4TH ADDITION LOT & BLOCK �� K�1�i'l� �Oul'�� S�te 1� w�,�.'.�w 01/02/14 Grading Record Drawinge 02/16/18 REVISE STH ADDN LOT dc BLOCKS AdoO�d DriN311g b9/dOt6 JPM T_'_��1�� (+�}�� WCi4YYWd vuww.westwoodps.com �d �� Oeg Np, 1�6 03/OS/14 Lowered 66th dc 67th 03/25/16 ADD MARTY PROPERTY �+�►Cr••�r� �I1�0�8 a�.�� r`,'"�`�rj` CT1�1Ve� �111ne80� � � es woo ro essiona ervices� nc. 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" � :� � .� 0 � I o^ N LOT CORNER ELEVATION (TYP.) 1 I �� y� � b1d -- � � x 891.43 ,�• 892.76 893.05� 0 40- ♦ � 907..� - I �°�' L�D \ a., c� 899 93 ♦ � ' � ��__ �- I o, / � 8 .49 X 1 9�� .50 892.03 X 8..�.98 � 90i. tis RR, � I � I GR ING CERTIFICA ON � $$7•95 ' � ;-• - DE TES FIE�D CER �Fi6D - / � 913 15 - �' � ��i >� � �_.c.�.7 n 1 I L HO OWN EL'EVATIO (�!P + / \\ 893.944.50 911. �� 2 > � -�� - g$h�.� � o _ - -� _ I�1.� N � � � ` 890.6 906.3 ♦ 0� - �- � 1 .6 ,z.za n� i n-r „ � I � / iz.zo �.,� �_�,� � = � 89 . x 89 92 �STA. 5+ x 892.2�� 904.89 �`� y1�� I 1 - - _____ - - 912 sii.�i �� iz.a / � � � C/L EL.=88 . 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S \ �' � NWL=894.0 0�.05 �' �'� '38 g DENOTES SILT FENCE � � � �° ° � �0 100 YR w�=so�`� X s 9�? � \ � � � � '- \ � ��,� oo / � ' ; 9ps ,��O 9 1. 7 891.94 � �g 890.1� �890•96 X soo. � 900 � .�'s82.75 ><�00.9 51 � PST-SF� DENOTES POST GRADING SILT FENCE \ � ti � •�� i � STA. 6+00 �0'42 88.97 X 891.20 �8 9.57 DENOTES EXISTING CONTOURS � � \ 91 � ''� �p � $95.3$ x 890.67 " 9�29 907•7� 1 �980 DENOTES PROPOSED CONTOURS 9�2.p �� `3 � � � 9 � , \ C/L EL.=888.69888. x 8 y.88 ^ � ►/ � �� \ �� </ �`SO � � G.B. 89.85- k �,,s 88�,�3. c-�C" 5 �� DENOTES EXISTING STORM SEWER � :, /� � ,\ � � �� / ,�J 90 \ 891._4� STA. 6+30 889.20 � �8P�.30 892.08 "x 98.14 X g � o'. ��►� DENOTES PROPOSED STORM SEWER \ � �� ; 97 �\ • \ / / `� � 889.33 9.6 \ 9 9 4 G' �� OS ,f � � C/L EL.=889.00 891 07 9 7 ,2 � DENOTES EXISIING TREE LINE � � \ 10, o / 1ti/ �L � � � 891.21 890,24 STA. 7+00 X 895.g X � � � � -C , 10.� � \ �p� � � � � .o � . � � / O \ , �� . 7 . 2.45 �c C L EL.=889.22 8�4.0 � � DENOTES APPROXIMATE TREE �� , \' � � �p � � � � 8 3, � � �� . � REMOVAL UMITS � \ •� � s\ i � � � 9 ,, 7 �,�,3 .\ 9O � � _ 3 �\ �� .� � �\ 9 $� � x 890.75 �� 0� � �9 ��,,� x 856.3 DENOTES EXISTING SPOT ELEVATION �� I `� y _. � •� 892.22 ` 891.80 x 88�� 6 � ss o � 1 66.30 � �- � i ¢ / '�0 �i � � u � 98 895.69 890'92 � �� o� o�a' DENOTES PROPOSED SPOT ELEVATION S; E. .r . � /� �9�8 � � / \ \\ c�/� � ��ps � �\, 88�;4� $9•49 � 90 1 � DENOTES BIO-ROLL EROSION CHECKS 891.97 X b00.11 0 . p 9 2.5 ► �. �� y� E. . i p d' '� 0 890...2 �-891.02 .�F5 oa. O c9 � ti � \� �906 �, �1 � /�� . " �`L- ' � ,�� ' � � ��'� 89 901.97 x g��1.34 � I �� ' _� .2 E.o.F. DENOTES EMERGENCY OVERFLOW � � � � o � � X 907.3 - 5 -� ELEVATION � �`_ �� a � � 906 � v4�� 1 � '�S`� s � � / � 892.21 \ �, �890.6� � 9 �. { _ _ r,2. -� .96 ................. �3 � �3 0� ' ' �\ 9 \ � 8�9'57 �890�� - - �•�•�•�•�•�•�•�•= DENOTES WOOD FIBER BLANKET � - 6 : � � H.P. � �92.58 s 3. �. � `,�j 7 ^ ��'`'/� �� / ^'� I 9 � �� \ 890.60 _ - - � •:.•:.•:.•:.•:.•:.•:.•:.•. 3 \ � , � �L � � �t 896.39 STA. 7+95 � N ----------------- � 9� °� �. \ � ' J A i � ` � � � �� x 891 70 01. �0 �� c� � r `� .0 , . \� '`ry � ~�` \ � O `� � �� - oo� \ 890.94 C L EL.=889.50 � � N , � o o, � �� / � � � \ ,�� O s •s � 889.53 x 8�.53 I X 904.69 0 °' � E.� F. 0 91 ,87 � 120� ♦ \ � O G� � �+ 02' 891.97 0 ,-, o ��' �'�� c- � � � �o ° ��p> `�o ` � � � '� 896.52 � ��' � E � rn c� � o� 91 7 ^ � � � � � S � �� s � � � X��,�.. \ �� f�9o.89-� � � x p�- � o CONTRACTOR: ENEBAK CONSTRUC770N CO. � p / �� \ i , � •�c� "�s` � \ x 9. 1 8!�0.60 � ' p _ - o� �� ii �� 90 . / � X 9 �- � 901.86 i l _ 8 _ - =1 1 0 ��i�� i4��i � � s � , � c� � � �6 890.47-� ggg 40 � J •� - - _ --12.5_ � CONFORM/NG TO CONSTRUC7)ON RECORDS ,\�2,�+ ?9 ^�` � � � � �. �o � � � � �� -� 55.8� ��`��04 889.18 � � - - - BY Devin Rambow DATE 11/23/14 C ��\ � O �0�� ! �� 11 . 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OS/22/13 City Redlines 01/29/14 Revised Street E DR Horton ii L� Grachng, Drainage and +�'� OS/30/13 City Street Section Detals 11/20/14 Updated 3rd Add. '�.heClpld: FpH ][ PHONE 952-937-5150 I! a6/13/13 City Redlinea 12/�9/14 Update Record Information , � • FAX 952-937-5822 ►�j-V 07/OS/13 Park Grading Reviaiona; Street Sand Stock Pilea D1�N�a; fIW t� ��10� Control Plan TOLLFREE 1-888-937-5150 Fraa�cls D. �eII II 07/19/13 REVISE PARK 02/16/16 REVISE 5TH ADDN LOT & BLOCKS �� Ke11Qi'l� C0111't� aS�t@ 1� 01/02/14 Grading Record Drawings A�O� DriW3A�b9/dOb6 JPM W�1MOOd www.westwoodps.com pe�e �� Liaeose Na 1�6 r.B�CeV]�, M]�lile80t8 �4 �@ �'sTOV@, M11111@SOtB � �2014 Westwood Professional Services� Inc. �p �p XXX.X � Call 48 Hours before digging: GRADING CERTIFICATION � �p �X � � 811 O� ca11811.COPY1 � � I DENOTES FIELD CERTIFIED \ � GROUND ELEVATION TYP. GRADING CERTIFlCATION \ Common Ground Alliance / � � ( ) �' \ / � � ,� DENOTES FIELD CERTIFIED ' � � HOLDOWN ELEVATION (TYP.) � � � � � ` 0. 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OS/22/13 City Redlines 02/18/14 City Redlines �OO�� Grachng, Drainage and OS/30/13 City Street Section Detals 04/01/14 Developer Comments C�C1�d: FDH II DR Horton, �� PHONE 952-937-5150 � � � � a6/13/13 City Redlinea 09 25 14 Update Sidewalks NE Part of Site � �OSlO� Control Plan FAX 952-937-5822 ��^•� / ► 07/OS/13 Park (Yading Revisions; Street Sand Stock Piles D1��Ya; fIW '�� K�1�i'1 �Oul'�� S�te 1� TOLLFREE 1-888-937-5150 Fraa�cls D. �eII II 07/11/13 REVISE PHASE 2-3 STOCKPILE 12 09 14 Update Record Information � ��M� �d� 07/19/13 REVISE PARK 02/16/16 REVISE SlH ADDN LOT de BLOCKS AaoO�d DriN311g b9/dOt6 IPM T�� C�,�,� �+.,� ,`..�,,� Wr1kYYW� vuww.westwoodps.com �d ��/�/� �Oeg Np, �6 �OB/25/15 REVISED REAR LOT CORNERS 02/24/16 REVISED LOTS 5-7, BLK 4-2ND ADDN. �+i�►�� a�I� �e asivve� 1Y111LL1� � �2014 Westwood Professional Services� Inc. \ \ � J I Call 48 Hours before di in \ \ � 99� 9� � � i � 811 or ca11811.com � \ j � Common Ground Alliance � I / \ � � 1 � \ � � � _� f � \ � � � � � i � • 1 1 � � \ i , � 1 ' , / � � � 0.4 �o P \ � � 1 I � Q � .2 Sx 98�`' w - - - _ _ I J � � �� "' _ � � � � x 894.93 � � - - _ I \ I ' - - - _ � � '� I x 887. � � ' - \ � � �� 8�4.45 95.7�-� � �01.49 x 8 .92 � X 904.95 - - - _ , ( 9�0.85 888.3� \ 1 � - � � � / \ x 05.54 1 � I �/ 89E.36-� 89 .09 �00.0� X 88 .20 \� \ � � � \ � 887.76 � � 93.95 � � \ \ 906.4 � � ' � -� ` _ 89�..!0-�' x � \ � � E I� - � � 9Q�•�� , � h � � � � \ � I I 909.9 X 9 .`'? .3 �OO�Di I� XX,K X � � I x 906 � 1 � � GRADIiVG CERT��ICATI0IV� � �896.�.i3-� � I 9 . � WO 1 �O 1 \ D�NOTES FIELJ CERT1FI�tD � � � 893.7. 8�8.40 �.� 4530 • � G �1�:� ��,� G 9906 � GROUND ELEVATION TYP. 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Westwood Professional Services,Inc I he:eby cenify that tivs plan was p:eparea by me oz under my � �� Prepared for: 7699 Anagram Drive dizect supecvisina aad tliat I am a duly liaensed PROFH5SIONAI, gpg ][ �OO�� Eden Prairie,MN 55344 ENGINEER under the lawe of khe State of Minnesota. OS/22/13 City Redlines 04/14/14 50' PROFILE ELEVATIONS / ) OS/30/13 City Street Section Detals ��' �H II D Horton, �� V{ri�r�r{r �D�G� PHONE 952-937-5150 C��.=�.� �"' J �rC�j�_ _ `� a6/13/13 Ctty Redlinea O5/29/14 LOWER PARTS OF 66TH de 671H ST. FAX 952-937-5822 ti � '��"`"') ��'�� 47/02/74 Grading Record Drawtngs 12/09/14 Update Record Informatlon �fA�cA v L� �+.� ��a M a1/29/14 Revised Street E 03 25 16 ADD MARTY PROPERTY �� NppV A@11p11��p W111't� S�ait@ ZW TOLL FREE 1-888-937-5150 Fraa�cls D. �eII II �'O" W�d 03�25�16 17716 03/05/74 Lowered 66th & fi7th xaao�d �nw3ag bv/dat� I�[ �� 4 CpttBge Grove, Millnesota www.westwoodps.com D� Lia�se Na � � �2014 Westwood Professional Services� Inc. TEMPORARY �pq�/�Y Call 48 Hours before digging: 18" DIA. PERFORATED CMP RISER ��T P� � 18" DIA. PERFORATED CMP RISER ��P� 2 8�� Or CCIIIS��.COI'Yl SLOPE OF GRAVEL SLOPE OF GRAVEL Common Ground Alliance 2:1 OR FLATTER 2:1 OR FLATTER E.O.F. = 902.0 E.O.F. = 902.1 RIM ELEV. = so�.� RIM ELEV. = so�.s CONTRACTOR: ENEBAK CONS774UCT10N C0. �' ro �-�/zw .:'.A', O o o �:o:;�=.=...- �' To �-�/zw ;:''p,:. O o o �:s::�::. RECORD DRAW/NG ANCHOR TRENCH SEE DETAIL WASHm GRAVEL •`•=�°--� :';: O O O :;'�:�-:'F::•_=._ WASHED GRAVEL •'•=§�.:�:�;'`_ O O O `:�:°:-::=°;:•:•:.. ( -= :-.:._ .-,:. ,-:.. -,� CL. 3 RIP RAP = �- - � . :� -:� CL. 3 RIP RAP CONFORM/NG TO CONSTRUCTION RECORDS. .: .,:. ""'�"'�"9'-.`.:"::�._..::_ :':.:..R.::_..." "'.""'q..'^"_..�"�._ :'"',:9-;:_..." ':-.•. '_-.• _ .. . O ..'"'`-0 ' ' O ''.,' -0 ' AND NOTES BELOW) _:; ::::--:.':_.:_. ... O O O -.::..o::�=::'_-::;:_. •==.� -. PER DETAIL BELOW -:-.: :- :: - -'� = O O O -.::.;o::<.:'__::�._: :'=:� -. PER DETAIL BELOW -. - :-...... ,_o -_�:...__:::.-.o:.:.:, ,:o::�:.,._.: : -6--_�: n BY Devin Rambow DATE 11/23/14 ,_._..:...:_;=��::-o..;::-..:=:_-._ ;:=:�:::-�_::-:�_:.._�'::::==:=;. : ::°:-::.:: <.��::-�-�>-.:_-::; :.-:"'�'-::.;.:'> -..•:_:�':-".:::-`=: ..- �.;.-:�:•:-.- .e .:.::�-.0�'5:�.: :.�.'9>�::.:,:. > - - -- - .�,:-.:Q.';:�.: ". .... =::=:'i_`:.'-��O..-•:.:z--;-•.:'..: -- -..:0.. . .:. :.......:. OOO OOO ..:.c .. -• :_- ... ...._ ...<..:... :>_-::::::.•.:::::4`-r.;. =-':-:.'_._: ;•.• -:.:_.":-:..o:..i.:..::.........::: - s:o.,::_.:._.. . . 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' '.: . .. . \, ...a.'�.:....:.......:_.,....' - - v ATHWL OVERLAP AT 1.5 INTERVALS. " ��"�'� � - �-- - � �� - - �� .:.:� - -::-�;::::=-:"=:-:-'::=_.=-� •.::. ::: :::::...: � � � � � � � � � � �� -_„--.:::�: �;:_:.;�-::r-.--:�°::_,-�;-;_+:`-:'::=::;._::: �,�� ,� - - -•...::"• -- . ='..:,.._-.-,-°_•�.->.,:.:._,fl:.. .:::•:-<;:-:_--.. -, _...:,::t-'°-":.-.:-:.:-,n:•- .:':-:-:'::..-:.:. .....:-:-:s.: : = -.o.. :::R.:-:.::.: -:=-. "..`.:>==-"-` `" `-. �._._._..-- MAINTENANCE BENCH �� - ' "'�" """' ' ." '_._.".:.'._f3.::=.':�O"..:..'.::'"-="O>..:=..." :•.� .."..._ :.-O_,�_�..-`: �': :.� � M •:."".:.."-'"`",:"' "' _"""."...:"'"" _- ": '"" ."' . 92- 18 HDPE O 1.089L . �' `. `- - ' ' . 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PRECAST CONCRETE o GALVANIZED WIRE MESH MANHOLE SLAB Tlm TO RISER PIPE GALVANIZED WIRE MESH MANHOLE SLAB T1ED TO RISER PIPE WITHIN 10�OF SKIMMER �POND NWL F�`'< F � FILTER FABRIC YVITH FILTER FABRIC WITH - _ °� 1/4" HOLES 1/4" HOLES Ol1iLET PIPE ��1 \ 3�\ TYPICAL BENCH DETAIL POND BOTTOM WITHIN 10' OF SKIMMER OUTLET TEMPORARY PROPERTY/OUTLOT LINE OVERLAP 18" DIA. PERFORATED CMP RISER P��A� AiHWL STAPLE DENSITY SHALL BE A LONGITUDINAL JOINTS OUILET POND 3 MINIMUM OF 3 U-SHAPED 8", MINIMUM OF 6" ��E OF GRAVEL MAINTENANCE BENCH 11 GAUGE METAL STAPLES PER 2-1 OR FLATfER q.�Nq SQUARE YARD (THIS MAY VARY RIM ELEV. = 901.5 X SAFTEY/AOUATIC VEGETATION BENCH AS DIRECTED BY THE CITY). ,o. �� Tp �_��2� ' O O O "' ° CL 3 RIP RAP r-A:' ..:9;::_ WASHm GRAVEL •��°-��"�:� O O O `;�=�-'�� PER DETAIL <:, ..;:� :-.:::: :-_:: :�::::�: :-_. Z ""-:.::9'-.`.:p:.-"_.'._ '_':.':.�,::.R;::_�.." 0 POND NWL � �� • . 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PONO 90TTOM +, " - _ '__''_..�. ... __,""'s""-<.�,_ ".'�.:='-�•A.. :.___.._:""'--:.":_.�.'.'"'.'' ..'."_""'_:=.y:'-.'""" ` .'--.0.__'_'_...• :._ . 1 .;=``.:=o:_<�;;:q._r:._-�-:i`:-``�.;F.`:�5��`-.._a:_:=;:o,::.°,.�: _-_�:,:::`Q;�.tz'.-_•°:>°:�":.`--:_:;_r��.�_=:,:-::,�..o,.,:-._ = o 0 0 � ��- � N OTES: .a�...:.--. : .� �Q�_:.::. .: :=>-.::_:::- - -.: - .. .:.....:.:. :. :..........> ...__:..:-�..._ ANCHOR TRENCH 1' TO 3' -•-.:.,�-.--. - :�-- � .:..::;�-::-o�_::=-:�.:;:::..':.�:=o�: -:.. .p. .�-:_...: � � � � � � � � � � �� . TYPICAL BENCH DETAIL 1. DIG 6�° x 6°� TRENCH I I _ `""�-_"-�_'"-�°''•-==`-"- - " ``` `=-+''' ' ' �. RECYCLED MIXES ARE ALLOWED - :=:�<:`Q:=`-:-=o.:=:ro::::_`_.:�.:-_ :o,::'=•::=::.-- :.-or�.;-•:�-: •: . n . » f�l ;'°`=°� �: :`-:--``: �-:;,.:-:'-::`:�:-_-:':°=-:>;�<;":-��'. " .:" 200'- 18" HDPE O 0.40X 244- 18 HDPE O 0.40X 67- 18 HDPE O 0.309L 2. LAY BLANKET IN TRENCH =:,=-=. .:-. ;:.- ---.:_ _. FOR BASE MIXTURES ONLY. 3. STAPLE AT 1.5' INTERVALS _- � � • � - 4 _ ::�".<`a:':::"<�;"::" ::"°:.::"<�;�=.�:=.:..:.:.::: :.:t�::::':_".�;' cs::r ' .::._: . . .:. . - POND 1 , POND 2 & SEDIMENTATION POND IN COUNTY POND 4. BACKFILL WITH NATURAL sol� AND COMPACT ; : : : � -_ �\�\ \ \ \ \ \ \ . CLEAN OUT CLEAN OUT IE=897.0 �" v.%.�.,, ,. ,, ,v��,��,�v��,.ti.�,.�,.�,. � :..,, .,,.:-:�.:....::..:..:.. 2. LO WED NO RECYLCED MIXES ARE AL 5. BLANKET LENGTH SHALL NOT EXCEED 100' RE=910.0 RE=902.5 FOR ANY BITUMINOUS WEAR 1 FT MINIMUM CLAY SOIL LAYER UNDER WET PONDING AREAS WITHOUT AN ANCHOR TRENCH -- - 6"_� - IE=898.2 IE=897.2 UP TO POND OULET ELEVATION, MEETING THE FOLLOWING GALVANIZED WIRE MESH PLACED. � � FILTER FABRIC WITH " SPECIFICATIONS: A MINIMUM 15� PASSING THE #200 SIEVE . 24 DIA. PRECAST CONCRETE AND A MINIMUM PERMEABILITY OF 1X10-5 CM/SEC. 1/4" HOLES MANHOLE SLAB T1ED TO RISER PIPE 30' 30' STANDARD DETAI�S STANDARD DETAILS 28' 16' � Ctty of � Clty of �� TYPICAL BENCH DETAIL �Coifa e Grove � � 16' 14' 14' 10' 5' 1' g � ER0510N CONTROL BLANKET Cottage Grove B01185t1'00 Minne�ta Bp1185t1'00 I N STA LLATI O N Minnesota 2.00� 2.40% 2.00� June 2005 COTTAGE GROVE, MINNESOTA STO- 18 June 2005 COTTAGE GROVE, MINNESOTA ERO-2 0.5' yl� 48_ST018.DWG 48_ERO-02.DWG 1, 6" CONCRETE WALK TURF ESTABLISHMENT 4" AGGREGATE BASE, CL 5 (100% CRUSHED) 4" TOPSOIL RESPREAD TYPICAL SECTION 4 B A 67th STREET SOUTH * BITUMINOUS WEDGE & CURB PROTECTION - PER DETAIL STR-47 STEEL FENCE POST (T-POST), WIRE MESH REINFORCEMENT, STD. (1.5" BITUMINOUS WEARING COURSE TO BE STEEL FENCE POST (T-POST), MINIMUM 5' LONG, FIELD FENCE, MIN 30" HIGH, ��8 69th STREET SOUTH PLACED UNDER FUTURE PROJECT BY OTHERS) MINIMUM 5' LONG, ATTACH FABRIC TO POSTS 6' MAXIMUM SPACING. MAX MESH SPACING 6" AND r? O 2" TYPE SP 12.5 NON-WEARING COURSE MIXTURE (2,C) (SPNWB230C) 6' MAXIMUM SPACING. WITH MINIMUM 3 ZIP TIES � TEMPORARY (50 LB. TENSILE) PER POST MIN 14 �/2GAUGE WIRE. O � RIPRAP CUL-DE-SACS IN TOP 8" OF FABRIC. � 8" AGGREGATE BASE CL. 5 (100� CRUSHED) MONaFILAMENT GEOTEXTILE POST NOTCHES GEOTEXTILE FABRIC PER MNDOT TABLE 3886-1 (HEAVY DUTY) - 12" AGGREGATE BACKFILL FABRIC PER MNDOT TABLE TO FACE AWAY OVERLAP TOP 6" OF FABRIC AND A o A 3886-1 (MACHINE SLICED). FROM FABRIC. FASTEN TO WIRE MESH AT 2' INTERVALS WITH RINGS OR WIRE P05T NOTCHES TIES. 33' 33' TO FACE AWAY � MACHINE SLICE O 15' 36' 15' FROM FABRIC. 8"-12" DEPTH (PLUS 6" FLAP) ATTACH WIRE MESH TO 1' 5' 9' 18' 18' TRENCH MUST BE COMPACTED BY ATTACH FABRIC TO POSTS WITH MINIMUM 3 `" LIGHT EQUIPMENT PRIOR TO POST WITH MINIMUM U-SHAPED WIRE PLACEMENT OF STEEL POSTS. 3 ZIP TIES (50 LB. FASTENERS PER POST. � TENSILE) PER POST 4 B 2.00% 2.40% 2.40% 2' �% IN TOP 8" OF LAY FABRIC/WIRE MESH IN 5D MENT FABRIC. THE TRENCH, BACKFILL WITH DIRECTION OF SURFACE FLOW � 0.5' NATURAL 501L, AND COMPACT RIPRAP REQUIREMENTS 4" TOPSOIL RESPREAD „ - - - • WITH LIGHT EQUIPMENT PRIaR 12" TO 18" 8 to 12 CY CL.2 PLAN NOTE • . • •• TO PLACEMENT OF THE 21" TO 33" 14 to 20 CY CL.3 FILTER BLANKET REQUIRED 1' _ . ' '_ . • : _ . ' POSTS. 36" TO 48" 23 to 38 CY CL.3 UNDER RIP RAP OR 2 6" CONCRETE WALK . " .. ' • .. ' • . " DIRECTION OF 54" AND UP 62 CY and up CL.4 LAYERS OF 500X MIRAFI * BITUMINOUS WEDGE & CURB PROTECTION - PER DETAIL STR-47 ' ' ' ' ' ' ' ' (One cubic yard is approximately 2,800 Ibs.) FABRIC OR EQUAL TYPICAL SECTION • • ': • • '. • ': • • '. • • 24" MINIMUM SURFACE FLOW 4" AGGREGATE BASE, CL. 5 B (1.5" BITUMINOUS WEARING COURSE TO BE •• ' „ . . . ' • •• ' „ . . . ' • ,• POST EMBEDMENT (1�0% CRUSHED) JOLIET AVENUE SOUTH PLACED UNDER FUTURE PROJECT BY OTHERS) � � - � • � - � � - � • � - STA 1+59.50 TO 11 +89.�g 1.5" TYPE SP 12.5 NON-WEARING COURSE MIXTURE (2,C) (SPNW6230C) •• ' ' •' • •• ' ' - RI •• . . . • •• ' _ __ �' 2� PRAP ' ' •• . ' . • ' -- 24" MINIMUM � STA 14+74.79 T� �,5" TYPE SP 12.5 NON-WEARING COURSE MIXTURE (2,C) (SPNWB230C) POST EMBEDMENT 15+01 .Z7 8" AGGREGATE BASE CL. 5 (1009� CRUSHED) Filter Blanket (MNDOT 3601.2B) 12" AGGREGATE BACKFILL NarE: SECTION /�-/� Geotextile Filter Type III THE MACHINE SLICED METHOD (THIS DETAIL) IS THE STANDARD SILT EXTEND WIRE MESH FENCE INSTALLATION METHOD. HEAVY-DUTY (ERO-1B) OR INTO TRENCH 33 33 STANDARD (ERO-1C) SILT FENCE INSTALLATION METHODS SHOULD 6�� ^� RIPRAP 6.67' ' 43.33' ' 15' ONLY BE USED WHEN APPROVED OR DIRECTED BY THE CITY. N 1' 5' 26.33 18' 0.67' Filter Blanket (MNDOT 3601.2B) 2 40% 2.00% SECTION B-B �eotexti�e Filter Type �� 2.40% STAN DAR D D ETAI LS STAN DAR D D ETAI LS STAN DAR D D ETAI LS 0.5' �I-I� City of C�ry of City of SILT FENCE �Cotlage Grove � SILT FENCE �Cottage Grove ■ ' RIPRAP AT OUTLETS �Cotiage Grove s" CONCRETE wALK 1, Bonestroo MACHINE SLICED Minnesota Bonestroo HEAVY DUTY Minnesota Bonestroo M�nnesota 4" AGGREGATE BASE, CL. 5 TURF ESTABLISHMENT (100% CRUSHED) COTTAGE GROVE, MINNESOTA COTTAGE GROVE MINNESOTA �ast Re��s�o�: MINNESOTA ��ty Plote No. TYPICAL SECTION 4" TOPSOIL RESPREAD June 20�5 ERO-1A June 2005 � ERO-1 B March 2006 COTTAGE GROVE, STO-8 * BITUMINOUS WEDGE & CURB PROTECTION - PER DETAIL STR-47 (1.5" BITUMINOUS WEARING COURSE TO BE C 48_ERO-01A.DWG 48_ERO-01B.DWG 48_STO8.DWG PLACED UNDER FUTURE PROJECT BY OTHERS) JOLIET AVENUE SOUTH STA 11+89.09 TO 1.5" TYPE SP 12.5 NON-WEARING COURSE MIXTURE (2,C) (SPNW6230C) 14+74.7g 1.5" TYPE SP 12.5 NON-WEARING COURSE MIXTURE (2,C) (SPNWB230C) Latest Revision Date: 12/09/14 8" AGGREGATE BASE CL. 5 (100% CRUSHED) 0000178.15DTF02.dwg 12" AGGREGATE BACKFILL � Date: 05/20/13 Sheet 11 OF 16 Eastrid e g . Westwood Professional Services,Inc I he:eby cenify that tivs plan was p:eparea by me oz under my � �� Prepared for: 7699 Anagram Drive dizect supecvisina aad tliat I am a duly liaensed PROFH5SIONAI, gpg ][ �OO�� . Eden Prairie,MN 55344 ENGINEER under the lawe of !he State of Minnesota. OS/22/13 City Redlines DR Horton, �� L/�.Ki� OS/30/13 City Street Section Detals '�.heClpld: FpH ][ PHONE 952-937-5150 � 07%OS%13 P�aryk Grading Reviaiona; Street Sand Stock Pilea D1�N�a; fIW FAX 952-937-5822 / TOLLFREE 1-888-937-5150 Fraa�cls D. �eII II 01/02/14 Grading Record Drawinge � a ci 20860 Ken Court, Suite 100 W�d 12�09/14 17716 12/09/14 Update Recard Information xaao�d �nw3ag bv/dat� I�[ �� 4 CpttBge Grove, Millnesot8 www.westwoodps.com D� Lia�se Na � � �2014 Westwood Professional Services� Inc. Call 48 Hours before digging: 811 or ca11811.com SILT FENCE OR OTHER SILT FENCE OR OTHER Common Ground Alliance SEDIMENT CONTROL PERIMETER CONTROL AROUND SEDIMENT CONTROL PERIMETER CONTROL AROUND DEVICES ON STORM PROPERTY LINE WHERE THERE DEVICES ON STORM PROPERTY LINE WHERE THERE PLAN STRUCTURES (TYP.) IS POSITIVE SLOPE TO OFFSITE STRUCTURES (TYP.) IS POSITIVE SLOPE TO OFFSITE WOODEN LATH SHALL BE NAILED 2" X 4" HORIZONTAL MEMBERS SECURELY TO THE POST MEMBER CONTINUOUS AROUND TOP AND 'O J`2 TO SECURE FILTER FABRIC. BOTTOM. FASTENED TO EACH POST ��oOoO��ov USING 2-20D COMMON NAILS O�O �O�O �C� o�o��oCO. 2" X 4" X 2.5' LONG MONOFILAMENT GEOTEXTILE O O°� ° � � TYPICAL STREET WOOD POSTS, 8 REQ'D. FABRIC AS PER MNDOT TABLE o00�O � O O CURB AND GUTTER 3886-1 (MACHINE SLICED). �C�oOoOoOo / \ / PROPOSED CURB - O�O�O�O �O�O �^ � � � � ADDITIONAL 8-10" OF FABRIC �(`oOoOoOoC " FLAP AT BOTTOM OF BOX �� DRAINAGE ARROW (TYP.) t t � � = DIRECTION OF SURFACE FLOW HOUSE/ HOUSE/ `� BUILDING PAD BUILDING PAD N 8-12" MINIMUM DEPTH 1 1/2" WASHED 1 1 y � SEDIMENT CONTROL GRAVEL FILTER � � � DEVICES ON STORM 0 oVoVoVo oVoVoVo AGGREGATE TEMPORARY ROCK OR �o�o�o� TEMPORARY ROCK OR o00000o STRUCTURES (TYP.) �a� BASE ., � �o�-o 0 0 o vo�- o � o�o�o�o o�o�o�o 8-10" FABRIC FLAP— BURY � O O O O O O O O O v� ., WOODCHIP CONSTRUCTION o00000o WOODCHIP CONSTRUCTION o000000 -��oO oO oO oO oO oO O oO oO oO oO oO oO ov�\ O�O�O�O O�O�O�O UNDER ROCK TO PREVENT �o0 00 00 00 00 00 0 00 00 00 00 00 00 00 00�= EN TRANCE �o�o�o� � � EN TRANCE �o�o�o� � � �� UNDERWASHING � J�7o oOo oOo oOo oOo oOo oOo 0 oOo oOo oOo oOo oOo oOo oOo Oj� � � o000000 0000000 0000000 0000000 J oC r-J o�o�o�o�o�o� 0 00 00 00 00 00 00 0��,�o 0000000 0000000 �� o��c�O�oO�oO�oO�oO�oO�o �oO�oO�oO�oO�oO�oO�oO�o� �O o( �� o�� o�o�o�o o�o�o�o ' 1 1/2" WASHED ROCK �O o O o0 o r,o�O O r,o r,o r,o r,o 00 r,0�O o000000 0°0°0°0 � 1' DEEP X 1' WIDE o�o o �n� O �O� O `O(��(�n(�g p o 0 0 0 0 0 .�s✓ .ns� ` . -."-., ,._-- �O O'.:- JO._.::�-' -- o°o�o°o o°o°o°o ..:.:....:... . • • - - - -- - - - _..---.-:.� - ' -:......: - - i...,..-.. e e o ..-: .. .--: .. ..". . . ..... ... ........:> _-.. -- - - � _ . ... ;. . •:- , • -• - . �.:::.:=:�.-.:. ,--,. . ; :.:_: ,::_._. : :.": . - - .. ' 0 0 0 ....:. .... .. .....:..:.:.:.....� :..-_ - __ . _ — _ _ - .:.�::c:': _ ' "' ' O D O .. . :...:...::." ' . ...._::",�''" ':�_'"'"::::::,�' . . - . _ ".-' " "' --:._.:-„'„""".".'"' ":".� ' " _ ' ' --. - . , _ o�o�o�o O�O�O�O •-.:-'.:"'' "'. _..`"."""""_ ...� ..•�'".."::,'::. " . . � - � O�O�O�O O�O�O�O _ _ ::�:>.��._"'.:'_.:,:':-�-'':�'"':'"::"�":'"""_.-:�_"'...'�"�'-""`. . ' ':-.��.'�.�:.�"�:'::.:_"''."::":::_.:"_':��.:..'-:�"'._�:.._. -.:::-•_.:.::._-->..::=:--:•.-_:.:_..::��--• - - � .. STEEL � � >_._:>:._:,:.:_-:-_:�::::->.:•::-:<-: :_:::_=.:=-�-:_=:._ = __ '� ' � � � TYPICAL STREET � � � � 0000 0000 PLATE o CURB AND GUTTER NOTES: � AGGREGATE CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT BACKFILL TYPICAL STREET AROUND THE INLET STRUCTURE WITH 6" MINIMUM �N P�ACE SILT FENCE OR OTHER CENTERLINE SILT FENCE OR OTHER TYPICAL STREET CLEARANCE TO EDGES OF STRUCTURE. SILT BOX CATCHBASIN � �_. � SEDIMENT CONTROL SEDIMENT CONTROL CENTERLINE To BE PLACED aN AN EVEN SURFACE s" eE�ow PERIMETER CONTROL PERIMETER CONTROL STRUCTURE OPENING. TOP OF SILT BOX To � � ALONG BACK SIDE OF DEVICES ON STORM ALONG BACK SIDE OF DEVICES ON STORM EXTEND 18" MINIMUM ABOVE EXISTING GRADE. CURB LINE OR EXISTING SOD. STRUCTURES (TYP.) CURB LINE OR EXISTING SOD. STRUCTURES (TYP.) STANDARD DETAILS STANDARD DETAILS � INLET PROTECTION Cotlage Grove ■ ' INLET PROTECTION Collage Grove TYPICA� EROSION CONTRO� �OR SING�E �AMI�Y HOME CONSTRUCTION . sonestroo SILT eox �oR CATCH BASIN Mlnnesota Bonestroo ROCK FILTER FOR CATCH BASIN Mlnnesota TYPICA� EROSION CONTRO� �OR SING�E �AMI �Y HOME CONSTRUCTION (CORNER �OT) June 2005 COTTAGE GROVE, MINNESOTA ERO-4A June 2005 COTTAGE GROVE, MINNESOTA ERO-4B 48_ERO-04A.DWG 48_ERO-04B.DWG SPECIFICATIONS AND STANDARDS AISC MANUAL OF STEEL CONSTRUCTION , 9TH EDITION. LOT CORNER ELEVATION AWS STRUCTURAL WELDING CODE — STEEL , D1.1-94. 29 CFR 1926 — OSHA SAFETY AND HEALTH STANDARDS c� rn � r DESIGN LOADS � � ALLOWABLE AXLE WEIGHT LOAD n�a 99 LOT NUMBER I SAFETY FACTOR n�a � DRAINAGE ARROW R.O.W � ROADWAY WATER FLOW RATE 520.5 FlNISH GROUND ELEVATION 0.476 cfs � 3" head 7' MIN. 3' 35' 30' 3' 22' 15� 1' 14' (THROUGH POLYESTER SLEEVE) AT REAR OF PAD (VARIES) I ,� LO 517•p ( IF APPLJCABLE ) V ,�$.O, MAXIMUM OVERFLOW RATE 2.14 cfs @ 15" head � 524.0 FINISHED GRADE AFTER HOUSE a MINIMUM BASEMENT FLOOR I m � DITCH 1 � ELEVATION N FINISHED GRADE FOR PAD I I I ;� �� FRONT GARAGE SLAB ELEVATION � EL. OF GROUND , N N '�i AT WALKOUT 8.2' I 10 � � BELOW GARAGE SLAB GARAGE FLOOR EL. HOLD DOWN 4: 1 4:� 0.5' TOPSOIL UNLESS OTHERWISE LIMITS — — DRIVEWAY NOTED. � ---- --r ---------- ----��----------- FILTER ASSEMBLY ��.'� L3.00' TO SUBGRADE �� -------------- 4.0� 10.0� 4.0� . �\�., i�- CURB LO = GRADED FOR 5.0 DIFFERENCE FROM I � �;• � 0.5� TOPSOIL `� �.� � � FINISH GROUND ELEVATION AT REAR OF PAD ` ;� O O TO FRONT GARAGE SLAB ELEVATION. 0.67' BASEMENT FLOOR �' `� ,f�ENGINEERED FILL � �L ��y� ' � Mp.X,,� �--- / ; � — POnd �t�:il DLI��O� — FINISH GROUND ELEVAl10N AT REAR OF PAD ENGINEERED FILL�� O � � PLPN �1�� i / � � g r g �• � � N.T.S. � Q.� : TO FRONT GARAGE SLAB ELEVATION. SE6 ,,-� ,� MATCH PROPOSED GROUND AT WALKOUT ELEVATION � � 1Mo = wAucouT ,-'� �;� SUITABLE BEARING SOIL (TYP.) � � N07E: LD = LOOKOUT '� ENGINEERED FILL 1 INSTALL AFTERACURB & CG-23 R � RAwILER �, ! �� !� GUTTER IS INSTALLED. 9L0 � SIDE LOOKOUT MAINTAIN UNTIL SITE IS NO�: /�� ` T � STABILIZED. POLYESTER SLEEVE THE (1) INDICATES THAT THE GARAGE IS SUITABLE BEARING SOIL (TYP.) W�-�t lrrQ/ 70' Wide LV� 1 BLOCK OR 0.7 FEET BELOW THE FlRST N.T.S. FLOOR ELEVATION. �,� u�sr R�nsm: TYPICAL LOT ROAD DRAIN CG-23 03 oa oe �d "WIMCO�� CURB INLET PROTECTION GD12 R.O.W � ROADWAY 7' MIN. 3� 35� 30' 3' 22� 15' 1' 14' R.O.W � ROADWAY (VARIES) � FINISHED GRADE AFTER HOUSE 7' (MIN.) 3' 35' 30' 3' 22� 15� 1' 14' am (VARIES) Y EL. OF GROUND � FINISHED GRADE FQR PAD I m FINISHED GRADE AFTER HaUSE � AT LOOKOUT 5.0' � BELOW GARAGE SLAB � I I w FINISHED GRADE FOR PAD UNLESS OTHERWISE �0� _ � I I NOTED. GARAGE FLOOR EL. I HOLD DOWN ```��3� tilqk 10' LIMITS �� 0•67� I � ------ -- '�� H N 2.�� ----�---------------- � ' � -------- \ __--__ ` _ �---- LIMITS 0.67' � 3.00 TO SUBGRADE � ' / \ '------- ^ � ♦�1. -------- N ,�'� ��---- ------------------------ ------ -- - -�\-----------------_ '' -------- \ .- -------�---- -----------------� � \� ��- P�p, ,��' 3.00' TO SUBGRADE � MPX��- ; � 0.5 TOPSOIL �� .� SEE�� i \ ---------------�- PN 3�' ,-' ; BASEMENT FLOOR �� '`�` ,, ' �� `��•� ,� ,� SEE P��'� � � i� ENGINEERED FILL � , ENGINEERED FILL ,�� \ ,�� , 0.5 TOPSOIL '�i �� '�'� BASEMENT FLOOR 0.5' TOPSOIL � � -' '�'� i `� �' ENGINEERED FILL CONTRACTOR: ENEBAK CONSTRUCT/0N C0. � . i .. i ENGINEERED FILL�� f�ENGINEERED FILL �� RECORD DRAW/NG /{ f�ENGINEERED FILL SUITABLE BEARING SOIL (TYP.) b, ,, g g, !� � �`�>,, ,`,?`,� ��`.��` CONFORM/NG TO CONSTRUCTION RECORDS , , ,rt SUITABLE BEARING SOIL (TYP.) SUITABLE BEARING SOIL (TYP.) SUITABLE BEARING SOIL (TYP.) BYwESD 000nR RaSmbowR��ESDA TE 11/23/14 Look-Out (LO) 70' Wide Lots Rambler (R) 7Q' Wide Lots Latest Revision Date: 12/09/14 N.T.S. N.T.S. 0000178.15DTF03.dwg � vate: 05/20/13 Sheet 12 oF 16 Eastrid e g . Westwood Professional Services,Inc I he:eby cenify that tivs plan was p:eparea by me oz under my � �� Prepared for: 7699 Anagram Drive dizect supecvisina aad tliat I am a duly liaensed PROFH5SIONAI, gpg ][ �OO�� . Eden Prairie,MN 55344 ENGINEER under the lawe of !he State of Minnesota. OS/22/13 City Redlines DR Horton, �� L/�.Ki� OS/30/13 City Street Section Detals '�.heClpld: FpH ][ PHONE 952-937-5150 � 07%02%74 Grading Record Drowings D1��Ya; fIW FAX 952-937-5822 / TOLLFREE 1-888-937-5150 Fraa�els D. �eII II 12/09/14 Update Recard Information � a ci 20860 Ken Court, Suite 100 WestvY�00d www.westwoodps.com ne� ��4 r.�o.� xo. �6 � ��a� �c Lakeville, MinnQsota 55044 Cottage Grove, Minnesota � � �2014 Westwood Professional Services� Inc. Call 48 Hours before digging: SWPPP NARRATIVE 11. INSPECT POLLUTION CONTROL MEASURES AS SPECIFIED WITHIN PART IV.F OF THE GENERAL PERMIT. 811 O� ca11811.COPY1 THE SITE STORM WATER DETENTION FACILITY WILL BE CONSTRUCTED TO MEET OR EXCEED LOCAL, STATE AND Common Ground Alliance THE SWPPP IS PREPARED IN ACCORDANCE WITH THE NAl10NAL POLLUTANT DISCHARGE ELIMINATION SYSTEM FEDERAL REQUIREMENTS. 12. REPAIR SILT FENCES� INLET PROTECTION, GRAVEL CONSTRUCTION ENTRANCES AND OTHER EROSION AND (NPDES) REGULATIONS AS ESTABLISHED BY THE CLEAN WATER ACT. THIS REPORT SHALL BE ON THE SITE AT SEDIMENT CONTROLS AS NEEDED AND AS DEFINED IN THE PART IV.E.4 ALL TIMES DURING CONSTRUCTION. THE OWNER MUST ALSO KEEP THIS SWPPP ON FILE FOR THREE YEARS AFTER EROSION/SEDIMENT CONTROL PREVENTION MEASURES SUBMITTAL OF THE NOTICE OF TERMINATION. THE FOLLOWING ARE OUTLINED IN THIS SWPPP: TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S ALONG WITH THE PROCEDURES TO BE UPON COMPLETION OF CONSTRUCTION ACTIVIIIES - CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION PRIOR TO AND DURING CONSTRUCTION USED TO ESTABLISHED ADDITIONAL TEMPORARY BMP�S AS NECESSARY FOR SITE CONDITIONS DURING - CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION AFTER CONSTRUCTION CONSTRUCTION ARE IDENTIFIED ON THE SITE GRADING AND EROSION CONTROL PLAN PREPARED FOR THE THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL - INSPECTION AND MAINTENANCE PROCEDURES DEVELOPMENT OF THIS PROJECT, AND WITHIN THE PROJECT STORM WATER POLLUTION PREVENTION PLAN. BE IMPLEMENTED UPON COMPLETION OF CONSTRUCTION ACTIVIIIES: PROJECT LOCAl10N PERMANENT VEGETATION ESTABLISHMENT 1. ALL DISTURBED AREAS WITHOUT PERMANENT IMPERMEABLE SURFACES WILL BE VEGETATED FOR FlNAL THIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR EASTRIDGE WOODS in PERMANENT TURF SHALL FOLLOW THE RECOMMENDATIONS PER NOTES AND SPECIFICATIONS IN THE GRADING PLAN. STABILIZATION. IF EROSION CONTROL BLANKET IS NOT REQUIRED, THE SITE SHALL BE STABILIZED WITH MN/DOT COTTAGE GROVE, MINNESOTA. THE SITE IS LOCATED ON THE NORTH SIDE OF 70TH STREET SOUTH A.K.A SEEDING THAT IS TO OCCUR AFTER OCTOBER 20TH SHALL CONFORM TO THE MN/DOT SPECIFICATIONS FOR SEED MIXTURE 250 APPLIED AT 70 LBS/ACRE AND TYPE-1 MULCH APPLIED AT 2 TONS/ACRE IN ACCORDANCE WASHINGTON COUNTY HIGHWAY 22 AND INTERSECTS JOLIET AVENUE. DORMANT SEEDING PER THE MN/DOT SEEDING MANUAL 2007. WITH MN/DOT SPECIFICATION 2575. OPERATOR: ENBEK CONSTRUCTION POTENTIAL STORM WATER POLLUTANTS 2. REMOVE ALL SILT FENCE� INLET PROTECTION AND OTHER EROSION AND SEDIMENT CONTROL DEVICES AFTER POTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED VEGETATION IS 70� ESTABLISHED BY UNIFORM PERENNIAL VEGETATION COVER OVER THE ENTIRE PERVIOUS OWNER/OPERATOR INFORMATION AT THE SITE, ARE DESCRIBED IN THE SECTION. BY IMPLEMENTATION OF THESE BMPS, THE POTENTIAL POLLUTANT SURFACE AREA. REPAIR ALL AREAS DISTURBED DURING REMOVAL OF BMPS. EASTRIDGE WOODS PROPERTY IS OWNED BY DR HORTON� INC� 20860 KENBRIDGE COURT, SUITE 100 LAKEVILLE, SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE STORM WATER DISCHARGES FROM THE SITE. MINNESOTA 55044. 3. STORM WATER CATCH BASINS, MANHOLES� PIPE, AND PONDS WILL BE MAINTAINED BY THE CITY OF COTTAGE CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THE SITE: GROVE IN ACCORDANCE WITH THEIR STORM WATER MANAGEMENT PLAN ONCE THE [PROJECT NAME° HAS BEEN OWNER/OPERATOR RESPONSIBILITIES ACCEPTED BY THE CITY. POTENTIAL POLLUTANT LOCATION CONTROL MEASURE OWNER ANTIFREEZE VARIOUS SECONDARY CONTAINMENT DRIP PAN 4. CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENT BASINS THAT ARE TO BE -DEVELOPMENT OF SWPPP PRIOR TO APPLICATION/N01 SUBMITTAL. DIESEL FUEL VARIOUS SECONDARY CONTAINMENT DRIP PAN USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. THE CLEAN OUT OF PERMANENT BASINS MUST BE -SUBMIT A COMPLETE AND ACCURATE APPLICATION FORM (N01) FERTILIZER LANDSCAPE SECONDARY CONTAINMENT SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. -COMPLIANCE W/ ALL TERMS AND CONDITIONS OF PERMIT CONTRACTOR -SWPPP SUBMITTAL FOR 30 REVIEW FOR PROTECT GREATER THAN 50 ACRES & DISCHARGING TO GASOLINE IN EQUIPMENT SECONDARY CONTAINMENT / DRIP PAN 5. THE ORIGINAL PERMITTEES (OWNER AND OPERATOR) WHO HOLD THE NPDES PERMIT MUST SUBMIT NO110E OF SPECIAL/IMPAIRED WATERS WITHIN 1 MILE OF SITE DISCHARGE. UELING AREA TERMINATION (NOT) WITHIN 30 DAYS AFTER CONSTRUCTION AND FINAL STABILIZATION IS COMPLETE. -KEEPING PERMIT COVERAGE UP-TO-DATE (TRANSFER/SUBDIVISION) (PART II.B.5) GLUE ADHESIVES CONTRACTOR SECONDARY CONTAINMENT -NOT WITHIN 30 DAYS OF COMPLETING NPDES REQUIREMENTS & COMPLETING ACTIVITY ON SITE. (PART II.C.) HYDRAULIC OILS FLUIDS CONTRACTOR SECONDARY CONTAINMENT SWPPP INSPECTIONS AND MAINTENANCE -IDENTIFY WHO HAS LONG TERM 0&M PERMANENT STORMWATER SYSTEM. PAINTS CONTRACTOR SECONDARY CONTAINMENT -DEVELOP CHAIN OF RESPONSIBILITY WITH ALL OPERATORS TO ENSURE NPDES COMPLIANCE. GREASE CONTRACTOR SECONDARY CONTAINMENT DRIP PAN EROSION AND SEDIMENT CONTROL INSPECTIONS SANITARY WASTE PORTABLE SERVICE PROVIDER TO SECURE UNITS FROM OPERATOR BATHROOMS TIPPING OVER AND MAINTAINED INSPECTIONS SHALL BE CONDUCTED BY WESTWOOD PROFESSIONAL SERVICES EVERY SEVEN DAYS AND WITHIN 24 -RESPONSIBLE FOR PARTS II.B.. II.C.. IV. & APPENDIX A. PART C. IF APPLICABLE. (JOINTLY WITH OWNER) SOIL AMENDMENTS VARIOUS SECONDARY CONTAINMENT HOURS AFTER A RAINFALL EVENT EXCEEDING 0.5 INCHES IN A 24 HOUR PERIOD. THE OWNER OR AN ALTERNATE -COMPLETE AND SIGN APPLICATIONS FOR PERMIT TRANSFER AND MODIFICATION AND NOTICE OF TERMINATION LANDSCAPING MATERIALS LANDSCAPE CONTRACTOR RESPONSIBLE WILL CONDUCT THE INSPECTIONS AS SPECIFIED IN THIS SWPPP. ALTERNATES WILL INCLUDE INDIVIDUALS TO BE WITH OWNER AS NEEDED� CONTRACTOR DESIGNATED BY THE OWNER AND MAY INCLUDE CONTRACTOR PERSONNEL OR OTHER QUALIFIED INDIVIDUALS AND CONCRETE TRUCK WASHOUT WASHOUT AREA SHALL BE LISTED IN THE PROJECT CONTACT INFORMATION SECTION OF THIS REPORT. THE OWNER MUST IDENTIFY PERSONNEL KNOWLEDGEABLE AND EXPERIENCED (TRAINED PERSONNEL) IN THE CONCRETE MORTAR MOBILE MIXER S.C. WASHOUT AREA THE FOLLOWING SHALL BE COMPLETED DURING EACH INSPECTION: CONTRACTOR: ENEBAK CONSTRUC770N CO. APPLICAl10N OF EROSION PREVENTION AND SEDIMENT CONTROL BMP'S WHO WILL OVERSEE THE IMPLEMENTATION OF THE SWPPP, AND THE INSTALLATION, INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION AND 1. RECORD DATE AND TIME OF INSPECTION RECORD DRAW/NG SEDIMENT CONTROL BMP'S BEFORE AND DURING CONSTRUC110N. TRAINING DOCUMENTATION AND INFORMATION WILL 2. NAME OF PERSON(S) CONDUCTING INSPECTION CONFORM/NG TO CONSTRUCTION RECORDS BE INCLUDED WITH THE ON-SITE SWPPP WORKBOOK AND DOCUMENTATION. CONSTRUCTION NOTES 3. RECORD RAINFALL RECORDS SINCE MOST RECENT INSPECTION BY Devin Rambow DATE 11/23/14 4. INSPECT THE SITE FOR EXCESS EROSION AND SEDIMENTATION WESTWpOD PRpFES81pNAL SEHVICES PROJECT DESCRIPTION IT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCKPILE OF EROSION CONTROL DEVICES AND 5. INSPECT SITE FOR DEBRIS� TRASH AND SPILLS THE SITE IS APPROXIMATELY 75 ACRES AND 71.1 ACRES WILL BE GRADED WITH 133 SINGLE FAMILY LOTS. SEDIMENT CONTROL BMP'S ON SITE AT ALL TIMES FOR IMMEDIATE USAGE. IN THE EVENT OF AN ACCIDENTAL 6. INSPECT TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICES CONSTRUCTION WILL CONSIST OF, BUT IS NOT LIMITED T0, MASS SITE GRADING AND HOME CONSTRUCTION BY DR SEDIMENT DISCHARGE TO WATERS OF THE STATE, OR ANY DISCHARGE OF HAZARDOUS MATERIAL OF REPORTABLE 7. INSPECT CONSTRUCTION ENTRANCES FOR SEDIMENT TRACKING ONTO PAVED STREETS. HORTON, INC. UTILITIES AND STREETS BY OTHERS. QUANTITY, CONTACT THE MPCA STATE DUTY OFFICER AT 1-800-422-0798. 8. INSPECT THE ADJACENT STREETS AND CURB AND GUTTER FOR SEDIMENT� LITTER, AND CONSTRUCTION DEBRIS. PRE-DEVELOPMENT SITE CONDITIONS TIMING OF BMP INSTALLATION 9. INSPECT SITE RUNOFF OUTFALL OR DISCHARGE AREAS THE SITE CONTAINS TYPE "B" SOILS. UNDER EXISTING CONDITIONS, 4.5 ACRES WILL DRAIN DIRECTLY OFFSITE TO THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED TO MINIMIZE EROSION FROM 10. RECORD FlNDINGS OF INSPECTION, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS THE NORTH TO AN EXISTING DITCH AND TO AN EXISTING BOX CULVERT THAT DRAINS UNDER COUNTY HIGHWAY 20. DISTURBED SURFACES AND CAPTURE SEDIMENT ON SITE. THE FOLLOWING LIST DEFINES THE TIMING OF EROSION 11. RECORD CORRECIIVE ACTIONS TAKEN (INCLUDING DATES, TIMES AND PARTY COMPLETING MAINTENANCE 1.22 ACRES DRAIN TO THE EXISTING DITCH ALONG 70TH STREET (COUNTY HIGHWAY 22) AND DISCHARGE OFFSITE PREVENTION AND SEDIMENT CONTROL MEASURES IN SPECIFIC AREAS. ACTIVITIES) TO THE SOUTH WASHINGTON WATERSHED DISTRICT°S (SWWD) REGIONAL STORMWATER MANAGEMENT AREA. THE 12. RECORD CHANGES MADE TO THE SWPPP AS REQUIRED IN PART III.A.5 OF THE GENERAL PERMIT REMAINING 80.05 ACRES WILL DRAIN THROUGH THE SITE AND EVENTUALLY TO SWWD'S REGIONAL STORM WATER PRIOR TO START OF CONSTRUCTION MANAGEMENT AREA. THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICES REFER TO THE EXISTING DRAINAGE AREA MAP AND/OR EASTRIDGE WOODS STORMWATER MANAGEMENT REPORT BE IMPLEMENTED PRIOR TO CONSTRUCTION: FOR MORE INFORMATION REGARDING THE PRE-DEVELOPMENT SITE CONDITIONS. 1. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND THE PERIMETER OF AREAS TO BE GRADED AND ALL THE OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION� MAINTENANCE OF TEMPORARY AND PERMANENT AREAS WHICH ARE NOT TO BE DISTURBED AS SHOWN ON THE GRADING AND EROSION CONTROL PLAN. WATER QUALITY MANAGEMENT BMPS AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR POST-DEVELOPMENT SITE CONDITIONS THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. UNDER POST-DEVELOPMENT CONDITIONS� 5.26 ACRES (NEWLAND) WILL BE THE ROUTED AND TREATED BY THE 2, CONSTRUCT GRAVEL CONSTRUCTION ENTRANCES AT FIELD ENTRANCES TO THE SITE AS SHOWN ON THE PROPOSED POND IN THE PROPOSED NEWLAND PROPERTY. 2.30 ACRES WILL DRAIN DIRECTLY OFFSITE TO THE CONSTRUCTION PLANS. THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF THE EROSION AND SEDIMENT CONTROL DEVICES NORTH TO AN EXISTING DITCH AND TO AN EXISIING BOX CULVERT THAT DRAINS UNDER COUNTY HIGHWAY 20. REQUIRE MAINTENANCE, REPAIR, OR REPLACEMENT: 6.95 ACRES WILL DRAIN TO THE SOUTH TO AN EXISTING DITCH ALONG 70TH STREET (COUNTY HIGHWAY 22) 3. INLET PROTECTION IS TO BE INSTALLED AT ALL STORM WATER INLETS WHICH HAVE THE POTENTIAL TO RECEIVE WHERE IS WILL DISCHARGE OFFSITE TO THE SOUTH WASHINGTON WATERSHED DISTRICT'S (SWWD) REGIONAL STORM WATER RUNOFF FROM THE CONSTRUCTION SITE WITHIN 200 FEET OF LIMITS OF CONSTRUC110N. �3. IF SEDIMENT CONTROL DEVICES SUCH AS SILT FENCE ARE FILLED TO 1/3 OF THE HEIGHT OF THE CONTROL STORMWATER MANAGEMENT AREA. 3.71 ACRES WILL DRAIN DIRECTLY OFFSITE TO THE WEST TO THE SWWD'S DEVICE, THE CONTRACTOR SHALL REMOVE ALL SEDIMENT WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. REGIONAL STORMWATER MANAGEMENT AREA. THE REMAINING 67.55 ACRES WILL BE ROUTED AND TREATED 4. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND ALL TEMPORARY INACTIVE STOCKPILES. ALL SILT �4. IF INLET PROTECTION DEVICES APPEAR PLUGGED WITH SEDIMENT, ARE FILLED TO 1/3 CAPACITY, OR HAVE THROUGH A SERIES OF PONDS AND DISCHARGE OFFSITE TO THE SWWD'S REGIONAL STORMWATER MANAGEMENT FENCES FOR STOCKPILES SHALL BE INCIDENTAL TO GRADING CONTRACT IF STOCKPILES ARE PLACED OUTSIDE STANDING WATER AROUND THEM, THE CONTRACTOR SHALL REMOVE THE SEDIMENT AND CLEAN OR REPLACE AREA. OF SILT FENCES SHOWN ON THE PLAN. THE FILTER WITHIN 7 DAYS OF DETECTION OR NOTIFICATION. REFER TO THE PROPOSED DRAINAGE AREA MAP AND/OR [pro ject name) STORMWATER MANAGEMENT REPORT FOR DURING CONSTRUCTION 15. IF THE GRAVEL CONSTRUCTION ENTRANCES ARE FILLED WITH SEDIMENT OR OTHERWISE FAILING THE MORE INFORMATION REGARDING THE POST-DEVELOPMENT SITE CONDITIONS. CONTRACTOR SHALL EITHER REPLACE THE ENTRANCE OR ADD ADDI110NAL GRAVEL WITHIN 24 HOURS OF THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL DETECTION OR NOTIFICATION. LAND FEATURE CHANGES BE IMPLEMENTED DURING CONSTRUCTION: THE AREA TO BE DISTURBED FROM GRADING OPERATIONS IS APPROXIMATELY 71.1 ACRES. AFTER FULL BUILD OUT, 16. IF SEDIMENT FROM THE SITE IS OBSERVED ON PAVED ADJACENT STREETS OR OTHER PROPERTIES, THE IT IS ESTIMATED THAT APPROXIMATELY 16.7 ACRES WILL BE CONVERTED TO IMPERVIOUS SURFACES. THE NEW 1. PHASE GRADING WORK TO MINIMIZE THE DURATION THAT ANY DISTURBED SOIL IS EXPOSED. CONTRACTOR SHALL REMOVE THE SEDIMENT WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. IMPERVIOUS SURFACES WILL CONSIST OF STREETS, SIDEWALKS, TRAILS, HOMES, DRIVEWAYS, ETC. 2. ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOIL 17, IF SEDIMENT FROM THE SITE IS OBSERVED ON ADJACENT STREETS� IN SURFACE WATERS OR OTHER IMPAIRED WATERS AREAS IF NOT BEING ACTIVELY GRADED AND/OR IF NOT AT FINAL GRADE WITHIN 14 DAYS OF DISTURBANCE PROPERTIES. THE CONTRACTOR SHALL IDENTIFY THE SOURCE AND DISCHARGE LOCAl10N OF THE SEDIMENT THERE ARE IMPAIRED WATERS WITHIN 1 (ONE) MILE OF THE PROJECT SITE DISCHARGE LOCATION(S) AS INDICATED ACTIVITY TEMPORARILY OR PERMANENTLY CEASING. AND IMPLEMENT ADDITIONAL EROSION AND SEDIMENT CONTROLS AT THOSE LOCATIONS TO PREVENT FUTURE ON THE PCA IMPAIRED WATERS MAP. THE IMPAIRED WATER FOR THE SITE IS AN UNNAMED CREEK WITH DISCHARGES. (additional controls and information is described within the "SWPPP Notes" plan sheet) IMPAIRMENTS OF FISH BIOASSESSMENTS. THE UNNAMED CREEK (ASSESSMENT UNIT: 07010206-517) IS 3. STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT OF 6 INCHES OF TOPSOIL OVER TURF AREAS WHEN GRADING SEDIMENT MUST BE RETRIEVED WITHIN 7 DAYS FROM SURFACE WATERS UNLESS ADDITIONAL REGULATORY APPROXIMATELY 4000 FEET TO THE SOUTH OF THE SITE AND ULTIMATELY DISCHARGES TO THE MISSISSIPPI RIVER. IS COMPLETE. APPROVAL IS NEEDED. THE PERMITTEE IS RESPONSIBLE TO CONTACT ALL LOCAL, REGIONAL, STATE AND SOIL TYPES 4. PLACE A MINIMUM OF 2 TONS/ACRE OF STRAW ON ALL AREAS AFTER REACHING FINAL GRADE WITH TOPSOIL FEDERAL AUTHORIIIES AND OBTAIN ANY APPLICABLE PERMITS PRIOR TO CONDUCTING ANY WORK TO THE SITE CONTAINS AND ANCHOR STRAW WITH EITHER A STRAIGHT DISK, HYDROMULCH OR POLYMER. REMOVE SEDIMENT THAT HAS BEEN DISCHARGED FROM THE SITE. THE GENERAL GEOLOGIC PROFILE OF SOILS CONSISTED OF TOPSOIL AT THE SURFACE FOLLOWED BY GLACIALLY 18. IF TEMPORARY SEDIMENTATION BASINS APPEAR PLUGGED WITH SEDIMENT, OR FILLED TO 1/2 CAPACITY, THE DEPOSITED SOIL. THE FILL SOIL CONSISTED OF ABOUT FOUR FEET OF ORGANIC LEAN CLAY FOLLOWED BY ABOUT 5. STABILIZATION OF TEMPORARY OR PERMANENT DRAINAGE DITCHES THAT DRAIN WATER FROM THE CONTRACTOR SHALL DRAIN THE BASIN AND REMOVE THE SEDIMENT WITHIN 72 HOURS OF DETECTION OR 7.5 FEET OF LEAN CLAY. THE TOP SOIL MATERIAL WAS MOSTLY LEAN CLAY WITH SOME SILT. BELOW THE TOP CONSTRUCTION SITE MUST BE INITIATED WITHIN 24 HOURS OF CONNECTING THE DRAINAGE DITCH TO ANY NOTIFICATION. SOIL THERE WAS MOSTLY POORLY GRADED SAND WITH SILT. CONSISTENT WITH TYPE "B" SOILS. REFER TO CONVEYANCE SYSTEM THAT DISCHARGES TO SURFACE WATERS. THE FIRST 200 UNEAR FEET MUST BE GEOTECHNICAL REPORT DATED 12-26-2012 COMPLETED BY BRAUN INTERTEC. STABILIZED WITHIN 24 HOURS. THE REMAINING DITCH SHALL BE STABILIZED WITHIN 14 DAYS. 19. IF EXCESSIVE SEDIMENTS OR DEBRIS ARE OBSERVED AT THE FLARED END SECTION OUTFALLS, THE STORM WATER MANAGEMENT PLAN 6. INSTALL SILT FENCE AROUND ALL TEMPORARY INACTIVE STOCKPILES WHICH ARE NOT PLACED WITHIN EXISTING CONTRACTOR SHALL DETERMINE THE SOURCE AND DISCHARGE LOCATIONS OF SUCH MATERIALS. IF THE THE TEMPORARY STORMWATER MANAGEMENT PLAN WILL CONSIST OF UTILIZING THE PROPOSED PONDS AND SILT FENCES OR OTHER PERIMETER CONTROLS. DISCHARGE HAS OCCURRED ON THE PROPERTY, THE CONTRACTOR SHALL REMOVE THE SEDIMENTS AND DITCHES DURING CONSTRUCTION AS WELL AS PROPOSED SEDIMENT BASINS RECOMMENDED BY THE ENGINEER ON A DEBRIS WITHIN 7 DAYS OF NOTIFlCATION AND CORRECT THE SOURCE OF SUCH MATERIALS. AS NEEDED BASIS PRIOR TO OUTLETING. THEY SHALL PROVIDE 1800 CUBIC FEET OF STORAGE FOR EACH ACRE 7. TEMPORARY OR PERMANENT ENERGY DISSIPATION AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO 20. IF SEDIMENT FROM THE SITE IS OBSERVED TO BE DISCHARGED FROM THE SITE� THE MPCA WILL BE NOTIFIED DRAINING TO IT. SOONER THAN 7 DAYS BEFORE APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP THE SAME DAY. ACCORDING TO THE STANDARD DETAIL. THE PERMANENT STORM WATER MANAGEMENT PLAN WILL CONSIST OF DRAINAGE SWALES AND STORM SEWER PIPE AFTER FINAL STABILIZATION� THE RATE OF INSPECTIONS OF THE STABILIZED AREAS MAY BE REDUCED TO ONCE A THAT WILL DRAIN TO THREE PONDS AND ONE INFILTRATION BASIN. THE OVERALL SITE REDUCES THE DISCHARGE 8. SUFFICIENT PERSONNEL, EQUIPMENT, AND MATERIALS SHALL BE MOBILIZED WITHIN 24 HOURS OF A WRITTEN MONTH IN AREAS WHERE NO CONSTRUCTION IS ACTIVE AND 70% DENSITY VEGETATION IS ESTABLISHED, FOR THE 2, 10 AND 100 YEAR EVENTS FROM THE EXISTING CONDITIONS. ONCE THE PROJECT IS COMPLETE IT ORDER BY THE OWNER OR OWNER'S REPRESENTATIVE TO CONDUCT CORRECTIVE WORK AND INSTALL TEMPORARY WILL BE MAINTAINED BY THE DEVELOPER. EROSION CONTROL WORK IN THE CASE OF AN EMERGENCY. 9. REMOVE ANY SEDIMENT THAT HAS BEEN TRACKED ONTO PUBLIC STREETS AT THE END OF THE DAY OR WITHIN 24 HOURS OF DETECTION, OR MORE FREQUENT AT DIRECTION OF SITE INSPECTOR. Latest Revision Date: 12/09/14 10. COLLECT ALL CONSTRUCTION DEBRIS IN DUMPSTERS AND ROLL-OFF BOXES, EMPTY WHEN DEBRIS REACHES 0000178.15SWF�1.dwg TOP OF DUMPSTER � vate: 05/20/13 Sheet 13 oF 16 Eastrid e g . Westwood Professional Services,Inc I he:eby cenify that tivs plan was p:eparea by me oz under my � �� Prepared for: 7699 Anagram Drive dizect supecvisina aad tliat I am�aiaed in SWPPP gpg ][ �OO�� • Eden Prairie,MN 55344 �d�' � �a*� �� M��a OS/22/13 City Redlines OS/30/13 City Street Section Detals ��' �H II D Horton, �. SIIVPPP Narrative PHONE 952-937-5150 � a6/O6/13 NPDES CANTACT EASTRIDGE WOODS FAX 952-937-5822 07/02/74 Grading Record Drowings ��; f� TOLLFREE 1-888-937-5150 �g(1 � J 12/09/14 Update Recard Information � ��4 �oma nn..��ia� �c �Lakeville, Minn�eso�ta 555044 � Cottage Grove, Minnesota W�1MOOd www.westwoodps.com pe�e � � �2014 Westwood Professional Services� Inc. Call 48 Hours before digging: SWPPP NOTES 811 OI' ca11811.001'Yl Common Ground Alliance SEDIMENT LEVEL IN THE POND. 15. FUELING 22. WORK NEAR OR IN IMPAIRED WATERS • WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE TEMPORARY BASIN REACHES I FULL • ANY FUEL TANK OR TRUCK STORED ON THE PROJECT SITE SHALL BE PROTECTED BY A THERE ARE IMPAIRED WATERS WITHIN 1 (ONE) MILE OF THE PROJECT SITE DISCHARGE Listed below are additional BMP's that may be considered for use if the BMP's identi�ed in the (50� OF THE STORAGE VOLUME) THE BASIN SHALL BE DRAINED USING PUMPS AND ENERGY SECONDARY CONTAINMENT SYSTEM. LOCATION(S) AS INDICATED ON THE PCA IMPAIRED WATERS MAP. THE IMPAIRED WATER FOR erosion control plans prove to be insufficient. Payment for these BMP's may only be made if DISSIPATION AND SEDIMENT REMOVAL SHALL BE COMPLETED WITHIN 72 HOURS OF • FUELING AREAS SHALL NOT BE WASHED OR RINSED WITH WATER SINCE THIS COULD CAUSE THE SITE IS AN UNNAMED CREEK WITH IMPAIRMENTS OF FISH BIOASSESSMENTS. THE rior a roval from an Owner has been iven. FUEL SPILLS TO BE DISCHARGED INTO STORM WATER SYSTEMS. UNNAMED CREEK ASSESSMENT UNIT: 07010206-517) IS APPROXIMATELY 4000 FEET TO P PP 9 DISCOVERY OF THE BASIN BEING 1/2 FULL OF SEDIMENT, OR AS SOON AS FIELD CONDITIONS . ABSORBENT MATERIALS SHALL BE AVAILABLE ON SITE FOR USE IN CLEANING UP SMALL � 1. WORK ADJACENT TO RESIDENTIAL PROPERTIES ALLOW ACCESS. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS THE SOUTH OF THE SITE AND ULTIMATELY DISCHARGES TO THE MISSISSIPPI RIVER. SPILLS. • INSTALL SILT FENCE FOR PERIMETER BARRIER BETWEEN TOE OF FILL AND METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING . ALL REQUIRED FUEL CONTAINMENT AND CLEAN—UP MATERIALS AND THE PROPER DISPOSAL • EXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS OF ACTIVITY TEMPORARILY OR CONTRACT. OF THE MATERIALS SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT. PERMANENTLY CEASED. PROJECT BOUNDARY. • TEMPORARY SEDIMENT BASINS WILL HAVE A STABILIZED EMERGENCY OVERFLOW AND • TEMPORARY SEDIMENT BASIN NEEDED WITHIN AREAS 5 ACRE DISTURBANCE WITH COMMON • INSTALL RUNOFF DIVERSIONS TO TEMPORARY SEDIMENT BASINS IF 10 OR MORE ACRES ARE CONTAIN ENERGY DISSIPATION AT BASIN OUTLET. POINT OF DISCHARGE. DRAINING TOWARD THE PROPERTY BOUNDARY. 16. HAZARDOUS MATERIALS • IF WORK IS NEAR SPECIAL WATERS REFER TO APPENDIX A OF THE NPDES PERMIT FOR 9. 14. DEEP UTILITIES: WATER AND SANITARY GAS LINE • HAZARDOUS MATERIALS SHALL BE PROPERLY STORED TO PREVENT VANDALISM OR ADDI110NAL NOTES AND REQUIREMENTS. 2. IMPORTANT VEGETATION • SILT FENCE OR A SIMILAR TYPE OF SEDIMENT CONTROL SHALL BE PLACED DOWN GRADIENT UNAUTHORIZED ACCESS. • NO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE TO "IMPAIRED WATERS" • SAFETY FENCE OR A SIMILAR METHOD OF PROTECTION SHALL BE INSTALLED TO PROTECT OF THE EXCAVATED SOIL IF WORK IS DONE UPGRADE OF WETLANDS, STREAMS OR OTHER • CONTAINMENT UNITS SHALL BE INSTALLED IN ACCORDANCE WITH FEDERAL, STATE� AND . SEE AARON MLYNEK FOR ADDITIONAL NOTES AND REQUIREMENTS IMPORTANT VEGETATION AND PROHIBIT VEHICULAR TRAFFlC. SURFACE WATERS. LOCAL REGULATIONS. • A SECONDARY SILT FENCE SHALL BE INSTALLED AT FIELD OFFICES, STORED EQUIPMENT . DISTURBANCE OF CHANNEL BANKS, WETLANDS AND IMPORTANT VEGETATION AREAS SHALL • MPCA STORING AND DISPOSAL REQUIREMENTS SHALL BE FOLLOWED FOR ALL HAZARDOUS 23. INFILTRATION/FILTRATION AREAS INCLUDING VEHICLE PARKING , CONSTRUCTION MATERIAL LOCATIONS, AND TOPSOIL OR FILL WASTE. � � BE MINIMIZED TO THE EXTENT POSSIBLE. THE USE OF FENCES OR OTHER DEMARCATION MAY • FENCE OFF AREA PRIOR TO BEGINNING CONSTRUCTION. STOCKPILES INSTALLED WITHIN A 25— FOOT MINIMUM BUFFER OUTSIDE THE DRIP LINE OF BE NECESSARY AS FIELD CONDITIONS DICTATE. • NO HAZARDOUS MATERIAL SHOULD BE STORED WITHIN 200 FEET OF AN IDENTIFIED CRITICAL . EXCAVATION AREA SHALL TAKE PLACE AFTER CONTRIBUTING AREAS ARE AT FINAL GRADE TREES. AREA. • THE UTILITY CONSTRUCTION SITE SHALL BE SEEDED WITH A TEMPORARY SEED MIX AND • ABSORBENT MATERIALS SHALL BE AVAILABLE FROM THE CONTRACTOR ON SITE FOR USE IN AND STABILIZED. MULCH (OR EROSION CONTROL BLANKET IF SLOPES ARE 3:1 OR STEEPER). TIMEFRAMES FOR CLEANING UP SMALL SPILLS. • DO NOT USE HEAVY/WHEELED EQUIPMENT IN FILTRATION AREA. 3. DITCH PROTECTION (TEMPORARY OR PERMANENT) STABIUZATION ARE 14 DAYS UPON TEMPORARY OR PERMANENTLY CEASING CONSTRUCTION • IF BUILDING MATERIALS. CHEMICALS. OR GENERAL REFUSE IS BEING USED. STORED. DISPOSED • DIVERSIONS� REDUNDANT SEDIMENT AND EROSION CONTROLS MUST BE USED TO PROTECT • THE LAST 200 FEET OF ANY DITCH CONNECTING TO A SURFACE WATER SHALL HAVE ACTIVITY UNLESS THE SITE AREA IS WITHIN A MILE OF IMPAIRED OR SPECIAL WATERS IN OF, OR OTHERWISE MANAGED AREA. TEMPORARY OR PERMANENT STABILIZATION MEASURES IN PLACE WITHIN 24 HOURS OF WHICH CASE STABILIZATION IS NEEDED WITHIN 7 DAYS OF TEMPORARILY OR PERMANENTLY INAPPROPRIATELY� THE CONTRACTOR SHALL CORRECT SUCH • ENSURE 8 FT MAINTENANCE ACCESS IS ADEQUATE FOR AREA. DIRECT CONNECTION TO A SURFACE WATER. DITCHES MAY BE KEPT IN A "SMOOTH" ROUGH CEASING CONSTRUCTION ACTIVITY. DEFECTS WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. • IF GRADING MUST OCCUR IN FILTRATION AREA, LEAVE GRADE 3 FT HIGH TEMPORARILY UNTIL GRADED CONDITION IN ORDER TO PROPERLY INSTALL EROSION CONTROL SEEDING, MULCH, • ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT AREA CAN BE FINAL GRADED AND STABILIZED MATS AND BLANKETS. MATERIAL AND REQUIRED DISPOSAL SHALL BE INCIDENTAL TO THE • STABILIZATION METHODS FOR DITCH BOTTOM WETTED PERIMETER MAY INCLUDE ONE OF THE 10. STOCKPILES (TEMPORARY AND PERMANENT) CONSTRUCTION CONTRACT FOLLOWING OR COMBINATIONS OF EROSION CONTROL BLANKET, MATS, RIPRAP, BIOROLLS OR • LOCATE STOCKPILES A MINIMUM OF 100 FEET FROM CATCH BASIN INLETS, PONDS, AND SITE ROCK CHECK DAMS. THE METHOD CHOSEN WILL BE BASED ON AN ANALYSIS OF THE SLOPE DRAINAGE ROUTES AND VELOCITY OF THE RUNOFF. THESE ARE ADDITIONAL BMP'S WHICH MAY BE CONSIDERED • PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILES �7. CHEMICAL CONTAINMENT FOR USE IF THE BMP'S IDENTIFIED IN THE EROSION CONTROL PLANS PROVE TO BE IF NOT PLACED WITHIN EXISTING SILT FENCES OR OTHER SEDIMENT CONTROL. • GASOLINE� OIL, PAINT, SOLVENTS, AND OTHER CHEMICALS NECESSARY INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IF PRIOR APPROVAL FROM • TEMPORARY SEED AND MULCH SHALL BE USED TO STABILIZE THE STOCKPILES AND THE FOR CONSTRUCTION ARE NOT ALLOWED TO CONTACT THE GROUND AN OWNER HAS BEEN GIVEN. STOCKPILES SHALL BE SHAPED TO FACIUTATE SEEDING AND MINIMIZE EROSION AND SHALL SURFACE, BE EXPOSED TO GROUNDWATER OR BE RELEASED TO A • WHERE DITCH GRADES EXCEED 5�, ROCK CHECK DAMS OR EQUIVALENT BMP SHALL BE BE SEEDED WITHIN 7 DAYS. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO SURFACE OR GROUNDWATER EXCEPT IN DE MINIMIS QUANTITIES. INSTALLED. CHECK DAMS TO BE SPACED SO THAT THE CREST OF THE DOWNSTREAM DAM CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL • ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH IS AT THE ELEVATION OF THE TOE OF THE UPSTREAM DAM. TEMPORARY EROSION CONTROL TO THE GRADING CONTRACT. ORIGINAL LABELS STILL ATTACHED, UNLESS THE CONTAINER IS NOT DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUC110N • IF TEMPORARY SEED AND MULCH CANNOT BE USED, THEN THE STOCKPILES SHALL BE RESEALABLE. WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. COVERED WITH HYDROMULCH. TARPS OR PLASIIC SHEETING AS APPROVED BY THE OWNER. • HAZARDOUS MATERIALS SHALL BE RETURNED TO THE HAZARDOUS MATERIAL • ABOVE THE WETTED PERIMETER. THE DITCH WILL BE STABILIZED BY SEEDING AND MULCH • IF STOCKPILES MUST BE PLACED WITHIN A CONVEYANCE A TEMPORARY BYPASS SHALL BE STORAGE AREA AT THE END OF EACH DAY. AND/OR EROSION CONTROL BLANKETS DEPENDING ON SIDE SLOPE STEEPNESS AND LENGTH. INSTALLED (I.E. PVC PIPE) TO ADEQUATELY CONVEY RUNOFF. TEMPORARY BYPASS BMPS • AN EFFORT SHOULD BE MADE TO STORE ONLY ENOUGH PRODUCTS TO • ALL DITCHES WILL BE STABILIZED WITHIN 14 DAYS. SHALL BE INCIDENTAL TO THE CONTRACT UNLESS PREVIOUSLY APPROVED BY THE OWNER / DO THE REQUIRED JOB. ENGINEER • THE CONTRACTOR SHALL PROVIDE TANKS OR BARRELS TO COLLECT LIQUID BYPRODUCTS 4. LONG—STEEP CUT/FlLL SLOPES THAT POSE A POLLUTION HAZARD. • THERE WILL BE NO UNBROKEN SURFACE SLOPE LENGTHS OF GREATER THAN 75 FEET FOR 11. CONSTRUCTION DEWATERING • THE POLLUTANTS SHALL BE REMOVED FROM THE SITE ON A WEEKLY BASIS AND DISPOSED SLOPES WITH A GRADE OF 3:1 OR STEEPER WITHIN 200 FEET OF SURFACE WATERS. ALL • DURING DEWATERING ACTIVITIES, THE SEDIMENT LADEN WATER CANNOT BE DIRECTLY OF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS. EXPOSED AREAS WITH A CONIINUOUS POSITIVE SLOPE WITHIN 200 FEET OF A SURFACE DISCHARGED TO SURFACE WATERS. OPTIONS FOR REDUCING THE TURBIDITY OF THE WATER • ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY� IN ACCORDANCE WITH WATER WILL HAVE A TEMPORARY OR PERMANENT COVER YEAR ROUND. THE EXPOSED SOILS INCLUDE: (TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD THE MANUFACTURE'S RECOMMENDED METHODS. SHALL BE STABILIZED WITHIN 14 DAYS OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING • ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED • PLANNED SLOPES OF 3:1 (H:V) OR STEEPER AND GREATER THAN 75 FT IN LENGTH WILL BE CONTRAC�: DISPOSAL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT TEMPORARILY OR PERMANENTLY STABILIZED IN INCREMENTS NOT TO EXCEED 75 FT. PRIOR oCONSTRUCT A TEMPORARY SEDIMENT TRAP FOR TURBID WATER DISCHARGE. • ALL STORAGE AREAS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS. TO CONSTRUCTION OR DISTURBING A NEW INCREMENT. oUSE A PORTABLE SEDIMENT TRAP SYSTEM. • LONG SLOPES SHOULD BE BROKEN INTO SHORTER LENGTHS BY INSTALLING STRAW BIOROLLS o APPLY NATURAL BASED FLOCCULENT TECHNOLOGY SUCH AS CHITOSAN IN SEDIMENT 18. SOLID WASTE IN INTERLOCKING HERRINGBONES AS SHOWN ON THE GRADING PLAN. IF TEMPORARY SEEDING TRAPS OR A SERIES OF DITCH CHECKS TO CONTAIN SEDIMENT. • SOLID WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS AND PROPERLY DISPOSED OF AND MULCH CAN NOT BE USED ON SLOPES STEEPER THAN 3:1, THEN THE SLOPE MAY BE o DISCHARGE THROUGH FIBERLOGS OR A ROCK WEEPER INTO A LARGE VEGETATIVE BUFFER ON A REGULAR BASIS. COVERED WITH TARPS OR PLASTIC SHEETING. TEMPORARY EROSION CONTROL DEVICES AREA. • CONTAINERS SHALL BE COVERED TO PREVENT WIND BLOWING THE WASTE AROUND THE SITE. REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK o PUMP TO A TEMPORARY SEDIMENT BASIN. • MPCA DISPOSAL REQUIREMENTS WILL BE FOLLOWED FOR ALL SOLID WASTE. SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • ENERGY DISSIPATION WILL BE PROVIDED AT ALL DISCHARGE POINTS. • SOLID WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSIDERED • THE SOIL SURFACE ON REVEGETATED SLOPES WILL BE ROUGHENED USING ANY APPROPRIATE • DEWATERING OR BASIN DRAINING ACTIVITIES WILL NOT CAUSE EROSION IN RECEIVING INCIDENTAL TO THE CONSTRUCTION CONTRACT. IMPLEMENT THAT CAN BE SAFELY OPERATED ON THE SLOPE. SUCH AS BULLDOZERS OR CHANNELS OR ADVERSELY IMPACT WETLANDS. DISKS. THE GROOVES SHALL BE CREATED PERPENDICULAR TO THE SLOPE TO HELP • ALL EROSION CONTROL OR SEDIMENT TRAPS REQUIRED FOR CONSTRUCTION DEWATERING 19. DUST CONTROL ESTABLISH VEGETATIVE COVER, REDUCE RUNOFF VELOCITY, INCREASE INFILTRATION, AND SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION ACTIVITY REQUIRING DEWATERING. • THE CONTRACTOR SHALL USE A VARIETY OF DUST CONTROL INCLUDING PROVIDE FOR SEDIMENT TRAPPING. BUT NOT LIMITED TO THE FOLLOWING: 12. CONSTRUCTION ENTRANCES A. RAPID STABILIZATION METHODS ON SLOPES • A TEMPORARY CRUSHED ROCK OR WOOD CHIP PAD SHALL BE LOCATED WHERE VEHICLES B. WATER ON ROADWAYS AND GRADED AREAS 5. CULVERT INLET/OUTLET PROTECTION LEAVE THE CONSTRUCTION SITE. C. ALTERNATIVES: IN THE FORM OF VEGETABLE POLYMERS, WATER AND CALCIUM • SOD MAY BE PLACED AND ANCHORED AT CULVERT INLETS AS SHOWN ON THE GRADING • THE CONSTRUCTION ENTRANCE PAD SHALL BE AT LEAST 50 FEET IN LENGTH. CHLORIDE PETROLEUM EMULSION RESINS� OR ACRYLIC COPOLYMERS MAY ALSO BE PLAN� UNLESS VELOCITIES REQUIRE RIPRAP. • GEOTEXTILE FABRIC MAY BE PLACED UNDER THE CRUSHED ROCK OR WOOD CHIPS TO USED. • AT LEAST ONE 2—FOOT WIDE STRIP OF SOD OR FIBER BLANKET SHALL BE PLACED ALONG PREVENT MIGRATION OF MUD FROM UNDERLYING SOIL INTO THE CONSTRUCTION ENTRANCE • ALL REQUIRED DUST CONTROL SHALL BE INCIDENTAL TO THE THE EDGES OF CULVERT HEADWALLS AND WINGWALLS AS SHOWN ON THE GRADING AND/OR MATERIAL. CONSTRUCTION CONTRACT AS PER SPECIFICATIONS. UTILITY PLANS. • ROCK PADS SHALL BE CONSTRUCTED OF ROCK 1 TO 3 INCHES IN SIZE AND PLACED IN 6 • RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 INCH LAYERS. 20. WINTER STABILIZATION DAYS BEFORE APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP • CONSTRUCTION ENTRANCES SHALL BE INSPECTED AT LEAST EVERY 7 DAYS AND MAINTAINED • COVER EXPOSED SOILS ON OR AROUND NOV. 15TH AND/OR PRIOR TO TERMINATION OF ACCORDING TO THE STANDARD DETAIL. AS NEEDED. CONSTRUCTION ACTIVITIES FOR WINTER • TRACKED SEDIMENTS SHALL BE REMOVED FROM PAVED SURFACES AT THE END OF EACH • ALL EXPOSED SOILS TO BE COVERED WITH 2 TONS TYPE 1 MULCH 6. STORM SEWER INLET PROTECTION DAY USING PICK—UP TYPE STREET SWEEPER. • ALL EXPOSED SOILS TO BE SEEDED WITH MNDOT SEED MIX 150 • STORM DRAIN INLETS SHALL BE PROTECTED UNTIL THE DISTURBED AREAS THAT COULD • IF TRACKING INTO ROADWAY BECOMES PROBLEMATIC THE ENTRANCE PADS SHALL BE • ALL LOW POINTS IN ROADS TO BE ADEQUATELY DRAINED IN ACCORDANCE WITH NPDES DISCHARGE TO AN INLET HAVE BEEN STABILIZED. LENGTHENED OR ANOTHER TECHNIQUE APPLIED. TEMPORARY EROSION CONTROL DEVICES DEWATERING REQUIREMENTS PART IV. CONSTRUCTION ACTIVITY REQUIREMENTS. SECTION D. • INFRASAFE SEDIMENT CONTROL BARRIERS OR APPROVED EQUAL SHALL BE USED WHEN REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK DEWATERING AND BASIN DRAINING. CASTINGS ARE NOT IN PLACE. AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • PERIMETER SILT FENCE OR OTHER CONTROLS TO BE INSTALLED 3-5 FEET FROM THE BACK THE OWNER. • THE CONSTRUCTION ENTRANCE SHALL BE MONITORED CLOSELY DURING WET CONDITIONS. IF OF THE CURB AND OUT OF THE PLOWED SNOW AREA. BMP NAME OR TYPE - QUANTITY - UNIT • INFRASAFE DEBRIS COLLECTION DEVICE OR APPROVED EQUIVALENT SHALL BE USED WHEN TRACKING INTO ADJACENT ROADWAYS OCCURS, THE FREQUENCY OF STREET SWEEPING SHALL • PERIMETER CONTROLS AROUND PERMANENT STORMWATER BASINS TO BE INSTALLED AND SILT FENCE HEAVY DUITY— 15140 LF CASTINGS ARE IN PLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE BE INCREASED. MAINTAINED ROCK ENTRANCE / EXIT 2 EACH OWNER. • INLET CONTROLS TO BE REMOVED ACCORDING TO LEGAL REQUIREMENTS WITH INLET SEDIMENT CONTROLS (CURB) 60 EACH • DOCUMENTATION IS NEEDED WITHIN 72 HOURS IF REMOVAL OF PROTECTION BMPS IS NEEDED 13. CONCRETE TRUCK WASHOUT DOCUMENTATION WITHIN 72 HOURS FROM LEGAL AUTHORITY. EROSION CONTROL BLANKET (CATEGORY 3) 16,000 SQ YDS DUE TO WINTER CONDITIONS OR FLOODING CONCERNS. • CONCRETE TRUCKS SHALL UTILIZE THE CONCRETE WASHOUT AREA SHOWN ON THE PLANS TO • IF WORK HAS OCCURRED NEAR OR IN STREAMS OR OTHER SURFACE WATERS, THE EXPOSED SOD (BEHIND CURB) 0.696 ACRES WASH AND RINSE THEIR EQUIPMENT PRIOR TO LEAVING THE SITE. SOILS SHALL BE STABILIZED TO PROTECT AGAINST FLOODING AND SPRING RUNOFF TO THE TEMPORARY SEED (MIX: 21-111) 142.65 ACRES, 100 POUNDS PER ACRE 7. STORM WATER POND OUTLETS • WASHOUT OF CONCRETE MIXER TRUCKS WILL BE PERFORMED IN THE DESIGNATED AREAS 100—YR FLOOD ELEVATION. PERMANENT SEED (MIX: 22-111) 71.32 ACRES, 30.5 POUNDS PER ACRE • TEMPORARY OR PERMANENT ENERGY DISSIPATION MEASURES SHALL BE IN PLACE AT THE ONLY. • ALL TEMPORARY AND PERMANENT STORMWATER BASINS AND SEDIMENT BASINS SHOULD CONCRETE WASHOUT AREA 1 EACH STORM WATER POND OUTLETS WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACE • WASHOUTS WILL BE CONSTRUCTED AND MAINTAINED TO PROVIDE SUFFICIENT CONTAINMENT HAVE OUTLETS AND STABILIZED EMERGENCY OVERFLOWS INSTALLED AS PER THE GRADING WATER. FOR ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERAl10NS. AND/OR UTILITY PLAN AND AT THE APPROVAL OF THE OWNER. • RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO APRON INSTALLATION AND • WASHOUTS SHALL BE CLEARLY MARKED ON SITE WITH SIGNAGE BY THE UTIUTY SHALL BE INSTALLED UNDER THE APRON LIP. CONTRACTOR WITH APPROVAL FROM OWNER. 21. NON—STORMWATER DEWATERING • POND EMERGENCY SPILLWAYS SHALL BE LINED BASED ON THE DESIGN DISCHARGE FLOW • WASHOUTS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM DRAINAGE FACILIIIES AND • HYDRANT FLUSHING: FLUSHING OF HYDRANTS WILL BE DISCHARGED CONTRACTOR: ENEBAK CONSTRUCTION CO. VELOCITY AND AS INDICATED ON GRADING AND/OR U1ILITY PLANS. WATERCOURSES. THROUGH TEMPORARY PIPES AS NECESSARY, ONTO IMPERVIOUS SURFACES OR TO RECORD DRAW/NG • CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE STABILIZED ARES WITH ENERGY DISSIPATION AT THE DISCHARGE POINT. THE DISCHARGE CONFORM/NG TO CONSTRUCT/ON RECORDS. 8. TEMPORARY SEDIMENT BASINS WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL. SHOULD BE COLLECTED BY THE STORM WATER BASINS AND STORM SEWER SYSTEM. BY Devin Rambow DATE 11/23/14 • TEMPORARY SEDIMENT BASINS WILL BE PROVIDED WHERE 10 OR MORE ACRES OF DISTURBED • IMPERMEABLE UNER INCLUDES 10 MIL POLYLINER OR COMPACTED CLAY LINER. • POTABLE WATER DISCHARGE: ALL WATER LINES WILL BE FLUSHED USING HOSES AND WE$TWOOD PROFESSIONAL SERVICES SOIL DRAIN TO A COMMON LOCATIONS. THE BASIN SIZE IS BASED ON RUNOFF FROM A • WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS. DISCHARGED ONTO AN IMPERVIOUS SURFACE AND DIRECTED TO THE STORM SEWER 2—YEAR� 24 HOUR STORM, FOR EACH ACRE DRAINED TO THE BASIN. AT A MINIMUM, THE INFRASTRUCTURE BY NON—EROSIVE MEANS. TITLE COMPANY NAME CONTACT NUMBER BASIN WILL PROVIDE 1800 CUBIC FEET OF STORAGE FOR EACH ACRE DRAINED TO THE 14. VEHICLE MAINTENANCE BASIN. • ROUTINE MAINTENANCE OF VEHICLES AND EQUIPMENT SHALL OCCUR IN STAGING AREAS OWNER DR Horton, Inc. Mike Suel 952-985-7823 • SEDIMENT BASINS WILL DETAIN WATER LONG ENOUGH TO SETTLE OUT AT LEAST 75 ONLY. CONTRACTOR ENBEK Curt Loken 12-366-2891 PERCENT OF THE SEDIMENT. THE USE OF FLOCS MAY BE NECESSARY. THE DISCHARGE • VEHICLE WASHING SHOULD BE AVOIDED. IF WASHING IS NECESSARY, RUNOFF FROM THE SITE NPDES INSPECTOR QUALITY SHALL BE EQUAL TO OR BETTER THAN THE RECEIVING WATER. THE TEMPORARY WASHING WILL BE CONTAINED AND LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF ALTERNATE BASIN MAY BE DRAWN DOWN WITH A PUMP TO INCREASE CAPACITY FOR THE NEXT RAIN MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. ENGINEER Westwood Professional Services Fran Ha en II 763-286-4716 EVENT. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD • ENGINE DEGREASING SHALL BE AVOIDED. IF DEGREASING IS NECESSARY� RUNOFF FROM SWPPP PREPARED Westwood Professional Services Aaron MI ek CPESC 612-363-6146 OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING THE OPERATION WILL BE CONTAINED IN A LINED SEDIMENT TRAP AND PROPERLY DISPOSED STORM WATER CONTRACT. OF AT A TREATMENT FACILITY. INSPECTOR MPCA • THE SEDIMENT PONDS WILL BE EXCAVATED TO MAINTAIN THE NECESSARY SEDIMENT • ALL REQUIRED SEDIMENT TRAPS AND CONTAINMENT FACILITIES AND PROPER DISPOSAL OF DUTY OFFlCER STATE OF MN CAPACITY AND CONTAINMENT. WASH WATER/DEGREASING AT A TREATMENT FACILITY SHALL BE INCIDENTAL TO THE CITY ENGINEER Cotta e Grove Jennifer Levitt 651-458-2890 • TEMPORARY SEDIMENT FOREBAYS WILL BE CONSTRUCTED TO CAPIURE SEDIMENT BEFORE IT CONSTRUCTION CONTRACT. Latest Revision Date: 12/09/1$000178.15SWF02.dwg ENTERS THE POND� IF NECESSARY. • THE SEDIMENT PONDS WILL BE MONITORED BY THE CONTRACTOR TO DETERMINE THE Date: 05/20/13 Sheet 14 OF 16 Eastrid e g . Westwood Professional Services,Inc I he:eby cenify that tivs plan was p:eparea by me oz under my � �� Prepared for: 7699 Anagram Drive dizect supecvisina aad tliat I am�aiaed in SWPPP gpg ][ �OO�� Eden Prairie,MN 55344 �d�' � �a*� �� M��a OS/22/13 City Redlines 7 OS/30/13 City Street Section Detals ��' �H II D Horton, �. SIIVPPP Notes PHONE 952-937-5150 � a6/O6/13 NPDES CANTACT EASTRIDGE WOODS FAX 952-937-5822 01/02/74 Grading Record Drowings ��; f� TOLLFREE 1-888-937-5150 �g(1 � J 12/09/14 Update Recard Information � ��4 �oma nn..��ia� �c �Lakeville, Minn�eso�ta 555044 � Cottage Grove, Minnesota W�1MOOd www.westwoodps.com pe�e � �2014 Westwood Professional Services� Inc. 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DENOTES EMERGENCY OVERFLOW ELEVATION 0' 200' 400' 600' Latest Revision Date: 12/09/14 0000178.15DAF�1.dwg � vate: 05/20/13 Sheet 15 oF 16 Eastrid e . Westwood Professional Services,Inc I he:eby cenify that tivs plan was p:eparea by me oz unaer my g 7699 Anagram Drive dizect supecvisina aad tliat I am�aiaed in SWPPP �` �� H II Prepared for: wOOC�S �S�ng Drianage Area Eden Prairie,MN 55344 �d�' � �a*� �� M��a OS/22/13 City Redlines DR Horton, �� 7 OS/30/13 City Street Section Detals '�.heClpld: FpH ][ PHONE 952-937-5150 � 07%OS%13 P�aryk Grading Reviaiona; Street Sand Stock Pilea D1�N�a; fIW �� FAX 952-937-5822 TOLLFREE 1-888-937-5150 �ae1 � J 01/02/14 Grading Record Drowinga � �/��4 12/09/14 Update Recard Information � 1��by/dOt6 JpM �T-�-�-��-� � 5��4 � � G1�1Ve� �111n�80� 1�7.!►CV"�t' W�1M00 www.westwoodps.com pefid � �2014 Westwood Professional Services� Inc. 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C Y � V .� � � I � � %��• ��' � . 6, J �� `��\ \� � f � �.\ ` � � � / C \ �� /� __ ��,�� `� C�� '3 � - � w � _ I � �� P �-�� ^ � � v k , �` /� � I - /` � � . � ,. ) 1 � s � - - � � � /` { �� .� J c� ; � c�� _ � ��.\ J\ �� .��. — ��q �- ' , A ' \ � /`1^ / � �� , �/1 = �� , �<`� - ,� sita E ' - , ��i � �.�v t� A_ _;� � �,,,,, � �8 acres �� ¢ 1 , �- _ r = ` �T�� "� �� -- � �,��'� �` I ° L.f ,,,1 ,� 1_,� - �� r---:� ,I ` ��y�� ,�:�.� � i s �1 , � I J , r � I � 6 e�rll � II� ,I: s il; t \� O `��`J I �=� ' = 'v' � _ � - - � � � �,�� . �� , 4�"'�' J�� L` y��-+��= -� i r� , � ��-, I � CONTRACTOR: ENEBAK CONSTRUCTION CO. �`�~ r,-�, �� -- � �� a A , � ��; I � RECORD DRAW/NG l r CONFORM/NG TO CONSTRUC770N RECORDS ,, BY Devin Rambow DATE 11 23 14 ��1 � Qj�i I� c i �1 a I'I�I'* I 3 I� r i T � / I ��,,' �I � � + / � � \ �� 1 ` I� II � � I�� I .3 � 9 / I � I WESTWOOD PROFESSIONAL SERVICES / / 11 � �`915.431�. � A � � � � � � _ 10OIm � FG^ G^ RI^ f'R�� I I LV� _Fpo j- y � 10 190 1�1 . - - � � � i � LBGEND: I I I �1" � I I o- — _ _ _ T — _ — '3 _ �_i I /U//7 a7��`�11/n , '+ � m T �� _2 — � `J��* �!�! 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Westwood Professional Services,Inc I he:eby cenify that tivs plan was p:eparea by me oz under my � �� Prepared for: 7699 Anagram Drive dizect supecvisina aad tliat I am�aiaed in SWPPP �H II �OO�� -Developement Eden Prairie,MN 55344 �d�' � �a*� �� M��a OS/22/13 City Redlines �5/29/14 LOWER PARTS OF BBTH de 87TH ST. DR HOi �0�, �� 7 OS/30/13 City Street Section Detals 11/20/14 Updated 3rd Add. '�.heC10ld: FDH 1I PHONE 952-937-5150 a6/13/13 City Redlinea 12/09/14 Update Record Information ��ge, Area Plan FAX 952-937-5822 07/OS/13 Park Grading Reviaiona; Street Sand Stock Pilea D1�N�a; fIW t� 01/02/14 Grading Record Drowinga a4 30 15 REVISED 4TH ADDITION LOT de BLOCK �� K�11p1-1 �;Q111't� aS�t@ 1� �' TOLLFREE 1-888-937-5150 ��lBd i+ J 03 25 16 ADD MARn PROPERn w�,�.'.�w 01/29/14 Revised Street E � � A�O� DriW3A�b9/dOb6 �PM WCi4YYWd vuuuw.westwoodps.com � �/�� 03/�5/14 Lowered 66th 6t 67th ��i � a�4 �e CT1�1Ve� �111n�80� KNOW ALL PERSONS BY THESE PRESENTS' That D.R. Horton, lnc.—Minnesota, o Delawore corporation, fee owne� of the following described CITY OF COTTAGE GROVF, M/NNESOTA property situated in the County of Washington, State of Minnesota, to wit: This plat was approved by the City Council of the City of Cottage Grove, Minnesota this day of . 20 ond hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subdivision 2. Outlot A ond Lot 1, Block 1, EASTRIDGE WOODS 4TH ADDITION, occording to the recorded plat thereof, Washington County, Minnesota. By By Moyor Clerk Certificate of Title Number 71576 AND Tract D, Registered Land Survey No. 63, on file and of record and in the office of Registrar of Titles, Washington County, Minnesota. COUNTY SURVFYOR Pursuant to Chapter 820, Laws of Minnesota, 1971, and in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has Certificate of Title Number 70071 been reviewed and approved this day of . 20 Has caused the same to be surveyed and platted as EASTR/DGE W�D�S 5TH ADD/7)OIN and do hereby donate and dedicate the public way, By By as shown on this plat and also dedicate the easements as created by this plat for drainage and utility purposes only. Washington County Surveyor ln witness whereof said D.R. Horton, lnc.—Minnesota, a Delaware corporation, has caused these presents to be signed by its proper officer this day of . 20 D.R. HORTaV, INC.—M/NNESOTA COUNTY AUD/TOR/'TREASURER Pursuant to Minnesota Stotutes, Section 505.021, Subd. 9, taxes poyoble in the yea� 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there a�e no delinquent toxes and t�ansfe� entered on this By doy of . 20 lts By By STATE OF M/NNESOTA Woshington County Auditor/Treasure� Deputy COUNTY OF The foregoing instrument was acknowledged before me on this day of . 20 . by . its of D.R. Horton, lnc.—Minnesota, a Delaware corporation on behalf of the corporation. COUNTY REG/STRAR OF 71TLES Document Number l hereby certify that this instrument was filed in the office of the Registrar of Titles for reco�d on this day of (SJgnoture) (Nome PrJnted) . 20 . at o'clock .M., and was duly recorded in Washington County Records. No tary Public, Coun ty, Minn eso ta My Commission Expires By By Washington County Registrar of Titles Deputy l hereby certify that l have surveyed and platted or directly supervised the survey and platting of the property described on this plat as EASTR/DGE Wl7�S 5TH ADDl7)aV; that l am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that all water boundaries and wet lands as defined in MS Section 505.01, Subd. 3 existing as of the date of this certification are shown and labeled on the plat; and that all public ways are shown and labeled on the plat. Dated this . day of . 20 Craig W. Morse, Licensed Land Surveyor Minnesota License No. 23021 STATE OF M/NNESOTA COUNTY OF HENNEP/N The foregoing Surveyor s Certificate was acknow/edged before me on this day of . 20 . by Craig W. Morse, Licensed Land Surveyor, Minnesoto License No. 23021. (Signoture) (Nome Printed) No tary Public, Coun ty, Minn eso ta My Commission Expires Westwood Professional Services, Inc. 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Found 1/2 inch Open�� Sheet 2 of 2 sheets Eastridge Woods Sth Addition 0000178.15 Parcel Area Report Client: DR Horton Project Name: N:A0000178.15\dwg\Survey\000178.15CPFOS.dwg Project Description: Report Date: 3/18/2016 2:17:54 PM Prepared by: SRS Parcel Name Square Feet Acres Block 1 Lot 1 15691.925 0.360 Block 1 Lot 2 13486.170 0.310 Block 1 Lot 3 13975.931 0.321 Block 1 Lot 4 13734.773 0.315 Block 1 Lot 5 12846.704 0.295 Block 1 Lot 6 11802.669 0.271 Block 1 Lot 7 11890.269 0.273 Block 1 Lot 8 13909.268 0.319 Block 1 Lot 9 16297.509 0.374 Block 1 Lot 10 14397.887 0.331 Block 1 Lot 11 15958.742 0.366 Block 1 Lot 12 11834.733 0.272 Block 1 Lot 13 10171.834 0.234 Block 1 Lot 14 9109.124 0.209 Block 1 Lot 15 13347.058 0.306 Block 1 Lot 16 15999.627 0.367 Block 1 Lot 17 20394.804 0.468 Block 2 Lot 1 12354.319 0.284 Block 2 Lot 2 10887.715 0.250 Block 2 Lot 3 10075.411 0.231 Block 2 Lot 4 9866.280 0.226 Block 2 Lot 5 11313.663 0.260 Block 2 Lot 6 12096.457 0.278 Block 2 Lot 7 12072.193 0.277 Block 3 Lot 1 11785.865 0.271 Block 3 Lot 2 13670.793 0.314 Block 3 Lot 3 13807.125 0.317 Block 3 Lot 4 11724.968 0.269 Block 3 Lot 5 14589.966 0.335 Military Road 24409.491 0.560 Road Right of Way 82570.465 1.896 EXCERPT FROM UNAPPROVED MINUTES OF THE APRIL 25, 2016, PLANNING COMMISSION MEETING 6.2 Eastridge Woods Replat— Case PP2016-019 D.R. Horton, Inc. — Minnesota has applied for a zoning amendment to change the zoning classification for three acres of land at 9905 Military Road from AG-1, Agricultural, to R-3, Single Family Residential with a Planned Development Overlay (PDO), an amendment to the Eastridge Woods Planned Development Overlay Master Plan to add 8 single-family lots, and a preliminary plat to re-plat Eastridge Woods to add the three acres of land at 9905 Military Road to the Eastridge Woods residential subdivision and replatting the area as Eastridge Woods 5th Addition. McCool summarized the staff report and recommended approval subject to the conditions stipulated in the staff report. Graff asked if there are any structures that need to be removed from the property. McCool responded there is an existing accessory structure in the center of the property being added to the plat. Any other buildings in the photo would belong to Cedarhurst Mansion. Rasmussen asked about landscaping between the houses and the street on Military Road. McCool stated that landscaping is not required along the back of the properties. He noted that they are in compliance with the minimum landscaping requirements. Sometime in the future Military Road will become a trail corridor and the existing roadway would be abandoned. Brittain opened the public hearing. No one spoke. Brittain closed the public hearing. Zopfi made a motion to recommend that the City Council approve the zoning amend- ment to rezone the three-acre at 9905 Military Road from AG-1 to R-3/PDO, amend the Eastridge Woods PDO Plan to add 8 /ots, and the preliminary plat, subject to the conditions listed in the staff report. Graf seconded. Motion passed unanimously(8-to-0 vote). RESOLUTION NO. 2016-XXX A RESOLUTION VACATING AND DISCONTINUING ALL PUBLIC DRAINAGE AND UTILITY EASEMENTS ON LOT 1, BLOCK 1, IN EASTRIDGE WOODS 4TH ADDITION WHEREAS, the City of Cottage Grove has applied to vacate and discontinue all public drainage and utility easements on property on Lot, Block 1, Eastridge Woods 4th Addition. Utility and drainage easements proposed to be vacated and discontinued are located upon the following legally described properties: Lot 1, Block 1 in EASTRIDGE WOODS 4TH ADDITION, according to the plat thereof on file and record in the Office of the Registrar of Titles in and for Washington County, Minnesota. WHEREAS, a notice of public hearing was published in the South Washington County Bulletin on April 20, 2016, and April 27, 2016; and WHEREAS, on May 4, 2016, the City Council held the public hearing on the proposed vacation of all public drainage and utility easements on property at Lot 1, Block 1, Eastridge Woods 4th Addition; and WHEREAS, written or oral testimony was not received from the general public opposing said easement vacations. NOW, THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove, Washington County, Minnesota, that the drainage and utility easements on the properties described above are now vacated and discontinued. BE IT FURTHER RESOLVED, that the City Clerk shall prepare a notice to be presented to the Washington County Auditor reflecting the completion of the proceedings herein. Passed this 4th day of May, 2016. Myron Bailey, Mayor Attest: Joe Fischbach, City Clerk NOTICE OF COMPLETION OF VACATION CITY OF COTTAGE GROVE COUNTY OF WASHINGTON — STATE OF MINNESOTA To Whom It May Concern: Please take notice: 1) Pursuant to Minn. Stat. 412.851 the City of Cottage Grove initiated the vacation and discontinuance of certain utility and drainage easements described below: Lot 1, Block 1 in EASTRIDGE WOODS 4TH ADDITION, according to the plat thereof on file and record in the Office of the Registrar of Titles in and for Washington County, Minnesota. 2) Notice of hearing of said vacation and discontinuance was duly published, posted, and mailed in accordance with applicable Minnesota Statutes, and the public hearing was held on the 4th day of May, 2016. 3) The City Council of the City of Cottage Grove proceeded to hear all persons interested in said vacation and all persons interested were afforded an opportunity to present their views and objections to the proposed drainage and utility easement vacations and discontinuous. 4) That on the 4th day of May, 2016, the City Council of Cottage Grove pursuant to Minn. Stat. 412.851 did adopt Resolution No. 2016-�;XX and did thereby vacate and discontinued the utility and drainage easements described above. Dated this 4th day of May, 2016. City of Cottage Grove By Joe Fischbach, City Clerk ORDINANCE NO. XXX AN ORDINANCE FOR THE CITY OF COTTAGE GROVE, MINNESOTA AMENDING CITY CODE SECTION 11-1-6, ZONING MAP, VIA REZONING PROPERTY AT 9905 MILITARY ROAD FROM AG-1, AGRICULTURAL PRESERVATION, TO R-3, SINGLE-FAMILY RESIDENTIAL DISTRICT WITH A PLANNED DEVELOPMENT OVERLAY The City Council of the City of Cottage Grove, Washington County, Minnesota, does ordain as follows: SECTION 1. AMENDMENT. The City of Cottage Grove's Official Zoning Map as refer- enced in Section 11-1-6 of the "Code of the City of Cottage Grove," County of Washington, State of Minnesota, shall be amended by rezoning property with property identification number 03.027.21.44.0004 from AG-1, Agricultural Preservation to R-3, Single-Family Residential District with a Planned Development Overlay. Said property is legally described below: Tract D, Registered Land Survey No. 63, on file and of record and in the office of Registrar of Titles, Washington County, Minnesota. Commonly known as 9905 Military Road South, Cottage Grove Washington County, Minnesota. SECTION 2. REZONING. The Official Zoning Map shall be amended by changing the zoning classification of the property legally described above from AG-1, Agricultural Preservation, to R-3, Single Family Residential District with a Planned Development Overlay, based on the following findings: A. The proposed requested R-3, Single Family Residential District and its development standards with the Planned Development Overlay designation is consistent with the low density residential land use designation in the East Ravine Master Plan (June 2006). B. The proposed R-3, Single Family Residential District, and its development standards with the Planned Development Overlay designation is consistent with the low density residential land use designation in the Future Land Use Map of the City's Future Vision 2030 Comprehensive Plan (March 2011). C. The low-density residential density proposed within the Eastridge Woods subdivision is consistent with the low-density residential density range described in the approved East Ravine Master Plan and the City's Future Vision 2030 Comprehensive Plan. D. The request to rezone the property from AG-1, Agricultural Preservation, to R-3, Single Family Residential, is consistent with the development densities identified in the City's Comprehensive Plan and East Ravine Master Plan. Ordinance No. XXX Page 2 E. Developing this residential project will be compatible with the existing Eastridge Woods development, the residential neighborhoods south of 70th Street, and the future neighborhoods in the Upper Ravine area. F. The proposed variation of lot sizes, lot widths, minimum front yard, and side yard setbacks are similar in function to the proposed PDO plan and will equal or be better than those achieved by the applicable zoning standard. SECTION 3. EFFECTIVE DATE. This ordinance amendment shall be in full force and effective from and after adoption and publication according to law. Passed this 4th day of May, 2016. Myron Bailey, Mayor Attest: Joe Fischbach, City Clerk ORDINANCE NO. XXX AN ORDINANCE FOR THE CITY OF COTTAGE GROVE, MINNESOTA, AMENDING ORDINANCE NO. 913 RELATING TO THE EASTRIDGE WOODS PLANNED DEVELOPMENT OVERLAY PLAN The City Council of the City of Cottage Grove, Washington County, Minnesota, does hereby ordain as follows: SECTION 1. AMENDMENT. "The Code of the City of Cottage Grove, County of Washington, State of Minnesota," shall be amended by amending Ordinance No. 913, which approved the Eastridge Woods Planned Development Overlay (PDO) Plan, to add eight additional detached single-family lots on an additional three acres (PIN 03.027.21.44.0004) to the Eastridge Woods project. The property is legally described as: Tract D, Registered Land Survey No. 63, on file and of record and in the office of Registrar of Titles, Washington County, Minnesota. Commonly known as 9905 Military Road South, Cottage Grove Washington County, Minnesota. SECTION 2. AMENDMENT. The Eastridge Woods Planned Development Overlay (PDO) Plan amendment is based on the following findings: A. The proposed requested R-3, Single Family Residential District and its development standards with the Planned Development Overlay designation is consistent with the low density residential land use designation in the East Ravine Master Plan (June 2006). B. The proposed R-3, Single Family Residential District, and its development standards with the Planned Development Overlay designation is consistent with the low density residential land use designation in the Future Land Use Map of the City's Future Vision 2030 Comprehensive Plan (March 2011). C. The low-density residential density proposed within the Eastridge Woods subdivision is consistent with the low-density residential density range described in the approved East Ravine Master Plan and the City's Future Vision 2030 Comprehensive Plan. D. The request to rezone the property from AG-1, Agricultural Preservation, to R-3, Single Family Residential, is consistent with the development densities identified in the City's Comprehensive Plan and East Ravine Master Plan. E. Developing this residential project will be compatible with the existing Eastridge Woods development, the residential neighborhoods south of 70th Street, and the future neighborhoods in the Upper Ravine area. Ordinance No. XXX Page 2 of 2 F. The proposed variation of lot sizes, lot widths, minimum front yard, and side yard setbacks are similar in function to the proposed PDO plan and will equal or be better than those achieved by the applicable zoning standard. SECTION 3. EFFECTIVE DATE. This ordinance amendment shall be in full force and effective from and after adoption and publication according to law. Passed this 4th day of May, 2016. Myron Bailey, Mayor Attest: Joe Fischbach, City Clerk Published in the South Washington County Bulletin on [Date]. RESOLUTION NO. 2016-XXX RESOLUTION APPROVING THE PRELIMINARY PLAT NAMED EASTRIDGE WOODS WHEREAS, DR Horton, Inc. - Minnesota has applied for a preliminary plat to re-plat the subdivision to be known as Eastridge Woods by adding three acres of land at 9905 Military Road. This application would add 8 single-family lots to the development. The area to be re- platted is located on property legally described as: Outlot A and Lot 1, Block 1, EASTRIDGE WOODS 4TH ADDITION, according to the recorded plat thereof, Washington County, Minnesota. Certificate of Title Number 71576 AND Tract D, Registered Land Survey No. 63, on file and of record and in the office of the Registrar of Titles, Washington County, Minnesota. Certificate of Title Number 70071 WHEREAS, DR Horton also applied for a zoning amendment to change the zoning of the property at 9905 Military Road from AG-1, Agricultural Preservation, to R-3, Single Family Residential District, with a Planned Development Overlay (PDO); and WHEREAS, public hearing notices were mailed to surrounding property owners within 500 feet of the proposed development site and a public hearing notice was published in the South Washington County Bulletin; and WHEREAS, the Planning Commission held the public hearing on these applications on April 25, 2016; and WHEREAS, the public hearing was open for public testimony and no public testimony was received; and WHEREAS, the Planning Commission, on an 8-to-0 vote, recommended approval of the preliminary plat to re-plat Eastridge Woods, subject to certain conditions. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Cottage Grove, Washington County, Minnesota, hereby approves the preliminary plat application filed by DR Horton for Eastridge Woods by adding three acres of land at 9905 Military Road and 8 additional single-family lots, located on property legally described above. The approval of this preliminary plat is subject to the following conditions: 1. The developer and builders must comply with all city ordinances and policies. Resolution No. 2016-XXX Page 2 of 13 2. Approval of the rezoning, Planned Development Overlay Plan, and preliminary plat applications is contingent on the extension of city utilities that are necessary to serve this project. The extension of public utilities across the South Washington Watershed (SVWVD) property must meet the approval of the SVWVD and coordinated with the Newland Communities improvements. 3. The applicant receive appropriate building permits from the City, and permits or approvals from other regulatory agencies including, but not limited to, the South Washington Watershed District, DNR, Minnesota Department of Health, and the Minnesota Pollution Control Agency. 4. The future submittal of the final plat and the City's approval of the final plat are subject to additional conditions that will be listed in the City resolution approving the final plat and included in the development agreement between DR Horton and the City of Cottage Grove. 5. The developer must enter into an agreement with the City of Cottage Grove for the completion of the public improvements required by City ordinances. Once the development agreement is completely executed and all cash deposits and payments are paid to the City, the City will release the final plat to the developer for recording at the Washington County Recorder's Office. 6. The revised grading and utility plan must be submitted to City staff for review and approval prior to the submission of the final plat applications to the City. All emergency overflow swales must be identified on the grading and erosion control plan. 7. The City Engineer is authorized to prepare a feasibility report for the construction of all public improvements within the proposed residential subdivision. 8. The developer must submit for staff review and approval a final construction management plan that includes erosion control measures, project phasing for grading work, areas designated for preservation, a crushed-rock construction entrance, and construction-related vehicle parking. Parking along Military Road (CSAH 20) is prohibited. 9. The Developer shall be financially responsible for 100 percent of all public improvements. The City Engineer will prepare the construction plans and release the plans to the developer after the development agreement is fully executed and the City has received all the escrows and payments. 10. A pre-construction meeting with City staff and the contractor must be held before site work begins. The contractor will provide the City with a project schedule for the various phases of construction. 11. Erosion control devices must be installed prior to commencement of any grading activity. Erosion control shall be performed in accordance with the recommended Resolution No. 2016-XXX Page 3 of 13 practices of the "Minnesota Construction Site Erosion and Sediment Control Planning Handbook" and the conditions stipulated in Title 10-5-8, Erosion Control During Construction, of the City's Subdivision Ordinance. 12. The Eastridge Woods 5th Addition final plat and declaration of private covenants must be recorded with the Washington County Recorder's Office before any building perm it can be issued. 13. All setbacks shall be consistent with the approved Planned Development Overlay (PDO) Plan dated February 12, 2013, and the amended PDO Plan with a revision date of March 25, 2016. The front yard setback for the living area of the house must be a minimum of 25 feet and the front yard setback for the attached garage must be a minimum of 30 feet. The minimum side yard setback for both the living area and attached garage is 7.5 feet. The minimum rear yard setback is 35 feet. 14. The homeowners association (HOA) for Eastridge Woods 5th Addition shall abide by and be consistent with the declarations and covenants for all previous Eastridge Woods phases. 15. The homeowners association is responsible for mowing the grass area between the rear lot line for Lots 1 through 15, Block 1 in Eastridge Woods 5th Addition and the shoulder or roadway edge of Military Road. Mowing in these areas shall be consistent with the mowing and maintenance of the adjoining lots or buffer strip along 70th Street. 16. All drainage and utility easements as recommended by the City Engineer must be shown on the final plat and dedicated to the City for public purposes. 17. Payment of the park fee in lieu of land dedication in the amount of$27,200 (eight lots times $3,400 per lot) is due and payable at the time of executing the Eastridge Woods 5th Addition development agreement or as assigned to each building permit for each of the 29 lots in the Eastridge Woods 5th Addition. DR Horton has paid the entire park dedication fee in lieu of partial land dedication for all 135 lots at the time Eastridge Woods Addition (Phase I) developed in 2013. 18. In addition to one yard tree for each lot having street frontage, four yard trees and ten shrubs must be planted on each residential lot. One of the four trees must be a conifer tree. The developer or building must post a letter of credit or escrow for the estimated cost of these trees and shrubs on each lot. 19. The applicant must hire a city-approved arborist to assist with all facets of tree preservation on the site. The arborist will supervise installation and maintenance of tree preservation fencing and the tree and brush removal process. Mitigative measures to aid in preservation of trees slated to remain will occur based upon the recommendations of the arborist. Should trees designated for preservation be removed, the applicant will replace the trees in accordance with the ordinance criteria. Trees designated for preservation that are found to be harmed, diseased, or dying, or are not suited for location into the project may be removed based upon the Resolution No. 2016-XXX Page 4 of 13 recommendation of the arborist in agreement with the City and the applicant. Trees removed will be replaced as required by ordinance. The developer must install snow fencing or similar fencing material around all trees or groups of trees that are to be preserved prior to any grading activity on the site. 20. Retaining walls with a height that exceeds four feet or has a combination of tiers that exceed four feet or is a three-foot wall with a back slope greater than four-to-one shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the City Engineer as evidence that the retaining wall was constructed in accordance with the approved plans and specifications. Any fencing on retaining walls must be decorative and subject to the design criteria established in the homeowners association declaration of covenants. 21. The applicant must submit private covenants with the final plat application which details the following: • The homeowners association (HOA) shall own Outlots D, E, F, and L, Eastridge Woods; Outlots E, F, G, and H, Eastridge Woods 2nd Addition; and Outlot B Eastridge Woods 3rd Addition, and be responsible for all maintenance, repair, replacement, removal, etc. of any and all landscaping amenities that are placed within those Outlots, the landscaping and buffer between Outlots C, D, E, F, and L in Eastridge Woods and the shoulder/roadway edge of 70th Street, and all Eastridge Woods monument signs. Included in the declaration of covenants, there shall be a provision that if the homeowners association defaults on payment of property taxes for any land they own becomes tax-forfeited property with the city obtaining ownership, the city will bill annually each landowner within the subdivision the cost to maintain the forfeited parcels and all property taxes due thereon. • If fencing is installed along 70th Street and/or Military Road, it must be constructed of the same design, materials, and color and placed on the house side of the buffer easement located in the rear yard of those lots in Block 6 in Eastridge Woods and Lots 1 through 3, Block 2 in Eastridge Woods, and Block 3 in Eastridge Wood 3rd Addition. The fencing must not encroach within the buffer easement. Fencing along Military Road must be constructed of the same design, materials, and color. • All signs, mailboxes, and accessory lighting will be uniform in materials and design and be approved as part of the landscape plan. All mailboxes and location of mailboxes must comply with the United States Postal Office guidelines and regulations. • Turf management in and around the stormwater basins in Outlots A, C, and G in Eastridge Woods; and Outlot A in Eastridge Woods 3rd Addition will be performed by the City about twice per year. Weed control might occur once per year and the area will not be fertilized. Debris will generally be removed. Trees Resolution No. 2016-XXX Page 5 of 13 will be regularly trimmed and monitored. Tree saplings will be removed by Public Works. The City will periodically inspect these basins to assure proper flow of the stormwater system. Inspections may result in structure maintenance/reconstruction (inlets, outlets, skimmers, etc.), sediment removal, basin shaping, and storm pipe cleaning. All disturbed areas will be restored with similar materials. A natural buffer within 15 feet of a normal water level will be preserved. If the HOA desires a more regular maintenance and intends to manage the ground cover or that it be irrigated, the HOA shall prepare a maintenance plan and submitted it to the Cottage Grove Public Works for review and approval. • The HOA is responsible for mowing the grass area between the south boundary line of Outlots C, D, E, F, and L in Eastridge Woods and the shoulder along 70th Street and the area between the landscaped area along the south boundary of the SVWVD's property and the shoulder along 70th Street. Mowing these areas shall be consistent with the mowing and maintenance of the turf and landscaping improvements within the buffer easement located in Outlots C, D, E, F and L in Eastridge Woods. • The HOA or the property owners on Lots 1 and 2, Block 4 and Lot 7, Block 3 in Eastridge Woods must maintain the turf grass up to the paved trail on that portion of adjoining Outlot G from the curb of the street to the extension of the rear lot lines of the adjoining residential lots. Maintenance of this outlot is primarily the mowing of the turf that is generally the same turf maintenance schedule that occurs on the adjoining residential lots. • The HOA or the property owners on Lots 1 Block 2 and Lot 13, Block 1 in Eastridge Woods 2nd Addition must maintain the turf grass up to the paved trail on that portion of adjoining Outlot C from the curb of the street to the extension of the rear lot lines of the adjoining residential lots. Maintenance of this outlot is primarily the mowing of the turf that is generally the same turf maintenance schedule that occurs on the adjoining residential lots. • The HOA or the property owners of Lot 5, Block 1 in Eastridge Woods 3rd Addition and Lot 2, Block 2 in Eastridge Woods 3rd Addition must maintain the turf grass up to the paved trail on that portion of adjoining Outlots A and K in Eastridge Woods from the curb of the street to the extension of the rear lot lines of the adjoining residential lots. Maintenance of this outlot is primarily the mowing of the turf that is generally the same turf maintenance schedule that occurs on the adjoining residential lots. • The HOA or the property owners on Lot 4, Block 3 and Lot 1, Block 4 in Eastridge Woods 4th Addition must maintain the turf grass up to the paved trail on that portion of adjoining Outlot G in Eastridge Woods from the curb of the street to the extension of the rear lot lines of the adjoining residential lots. Maintenance of this outlot is primarily the mowing of the turf that is generally the same turf maintenance schedule that occurs on the adjoining residential lots. Resolution No. 2016-XXX Page 6 of 13 • The homeowners association or homeowner that has a sidewalk in front or on the side of their property is responsible for maintaining the sidewalks. Such maintenance includes, but is not limited to, sweeping and promptly removing ice and snow or other obstruction to ensure the safe passage of pedestrians. • Permanent or temporary access directly to 70th Street or Military Road from any lot abutting 70th Street or Military Road is prohibited. • The conservation easement along the rear of Lots 8, 9, 10, 11, and 12, Block 1 and along the rear lot line of Lots 2, 3, 4, and 5, Block 3 must have a restrictive covenant explaining which plant materials must be protected and the expectations property owners can or cannot do within the conservation easement. 22. The cul-de-sac street extending east of 66th Street in Eastridge Woods 5th Addition shall be named 66th Street Alcove South. 23. Irrigation systems installed within City right-of-way are solely the developers, homeowners association, or individual homeowner's responsibility and risk. The City is not responsible or liable for any damage or costs related to installation, damage, or replacement of lawn irrigation systems placed in the boulevard as a result of City use of or future changes in the right of way. 24. No private driveway should have a slope greater than ten percent. 25. The developer is aware that Military Road (CSAH 20) is a County road and residential uses located adjacent to highways often result in traffic noise complaints. Future roadway improvements to Military Road or the removal of roadway surfaces or future construction of a public walkway within the right-of-way might occur in the future. The developer's marketing materials shall identify Military Road as County State Aid Highway 20. The City and Washington County are not responsible for construction or payment of any traffic noise mitigation. The developer was advised of the potential traffic noise impacts and the future improvements to Military Road (CSAH 20). 26. The developer shall obtain a Washington County right-of-way permit for any grading or utility connections within the County's right-of-way. The County Right-of-Way permit must be issued before any excavation or construction occurs within the County's right-of-way. 27. No barrier or planting should encroach upon or over any public walkway. 28. Ground elevations at the foundation of all structures shall be a minimum of two feet above the emergency overflow elevation and/or high water elevation of any stormwater basin. Resolution No. 2016-XXX Page 7 of 13 29. All emergency overflow swales must be identified on the grading and erosion control plan. Each fall while home building is occurring, emergency overflow elevations shall be surveyed to ensure the emergency overflows are properly graded and maintained. 30. A street lighting plan must be submitted by the developer and approved by the City Engineer prior to approval of a final plat. 31. A letter of credit amounting to 150 percent of the landscaping estimate, street sweeping, and irrigation systems should be submitted to and approved by the City. Upon completion of the landscaping improvements, the owner shall, in writing, inform the City that said improvements have been completed. The City shall retain the financial guarantee covering the landscape improvements for a period of one year from the date of notice, to ensure survival of the plants. No building permit shall be issued until the required financial guarantee has been received and accepted by the City. 32. The dimensions of each lot must be verified on the final plat and a list containing the square footage for each lot must be provided to the City. 33. Upon completing site grading, four copies of an "As-Built" survey for the site grade elevations must be submitted to the City. An electronic file of the "As-built" survey must be submitted to the City Engineer. 34. The City's curb and sidewalk replacement policy must be complied with during home building. A bituminous wedge shall be maintained on the street until 90 percent of the homes are constructed. 35. The City will provide to the developer the street name plates and poles. The developer must pay the City for the costs of labor and materials for these street name signs before any building permit is issued. 36. The developer must remove all dead and diseased trees, all other debris, and fencing materials that serve no practical use. This work must be completed prior to the issuance of a building permit. 37. The developer must make all necessary adjustments to the curb stops, gate valves, and metal castings to bring them flush with the topsoil (after grading). 38. The developer must place iron monuments at all lot and block corners and at all other angle points on property lines. Iron monuments must be placed after all site and right-of-way grading has been completed in order to preserve the lot markers for future property owners. 39. The developer shall contact the electric, telephone, gas and cable companies that are authorized to provide service to the property for the purpose of ascertaining whether any of those utility providers intend to install underground lines within the development. The developer agrees to comply with applicable requirements of Resolution No. 2016-XXX Page 8 of 13 franchise ordinances in effect in the City, copies of which are available from the city adm inistrator. 40. The developer is not responsible for street maintenance, boulevard sod, and street sweeping once the City accepts a particular construction phase. Once a homeowner occupies a house, the homeowner is responsible for the maintenance and upkeep of the boulevard area abutting their property. The developer must ensure that all builders keep all streets free of debris and soil until the subdivision is complete. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on said street(s) and directing them to detour routes. If and when the street becomes impassible, such streets shall be barricaded and closed. In the event residences are occupied prior to completing streets, the developer must maintain a smooth driving surface and adequate drainage on all streets until they are completed and accepted by the City. The developer hereby agrees to indemnify and hold the City harmless from any and all claims for damages of any nature whatsoever arising out of developer's acts or omissions in performing the obligations imposed upon developer by this paragraph. 41. Developer will provide to the City copies of bids, change orders, test results, suppliers, subcontractors, etc., relating to the work to be performed by the developer. 42. The developer agrees to furnish to the City a list of contractors being considered for retention by the developer for the performance of the work described in the development agreement. 43. All landowners within the Eastridge Woods 5th Addition is responsible to maintain grass and weeds on their property so as not to exceed eight inches in height. Failure to control grass and weeds will be a violation of City ordinances and the City may, at its option, perform the work and the property owner shall promptly reimburse the City for any expense incurred by the City. 44. Developer is responsible to require each builder within the development to provide a Class 5 aggregate entrance for every house that is to be constructed in the development. This entrance is required to be installed upon initial construction of the home, but a paved driveway must be completed before the City will issue a certificate of occupancy for that property. See City Standard Plate ERO-7 for construction requirements. The water service line and shut-off valve shall not be located in the driveway. 45. Developer will be required to conduct all major activities to construct the public improvements during the following hours of operation: Monday through Friday 7:00 A.M. to 7:00 P.M. Saturday 8:00 A.M. to 5:00 P.M. Sunday Not Allowed This does not apply to activities that are required on a 24-hour basis such as dewatering, etc. Any deviations from the above hours are subject to approval of the Resolution No. 2016-XXX Page 9 of 13 City Engineer. Violations of the working hours will result in a $500 fine per occurrence. 46. The developer shall weekly, or more often if required by the City Engineer, clear from the public streets and property any soil, earth or debris resulting from construction work by the developer or its agents or assigns. All debris, including brush, vegetation, trees and demolition materials shall be properly disposed of off-site. Burning of trees and structures is prohibited, except for fire training only. 47. The developer grants the City, its agents, employees, officers, and contractors permission to enter the site to perform all necessary work and/or inspections during grading and the installation of public improvements by the developer. 48. All sidewalks to be constructed as part of the development must be completed before building permits will be issued. The exception to this requirement is if the building permit is for a model home to be constructed by the developer of the subdivision. The developer is responsible for repairing any part of a sidewalk that is damaged during the public improvement construction or home building process. 49. Upon acceptance by the City Council, all responsibility for the improvements must be assumed by the City, except that the developer is subject to a one year warranty on the construction of the improvements from the time of acceptance by the City of all public improvements. 50. City will not have any responsibility with respect to any street or other public improvements unless the street or other public improvements have been formally accepted by the City. Upon completion of the improvements, the developer may request, in writing, their acceptance by the City. This request must be accompanied by proof that there are no outstanding judgments or liens against the land upon which the public improvements are located. Upon the City's receipt of a written request for acceptance from the developer, the City Engineer will conduct a final inspection of the public improvements and will furnish a written list of any deficiencies noted. The City Engineer will base the inspection on compliance with the approved construction plans, profiles and specifications, as required by the city ordinance. Upon satisfactory completion of all construction in accordance with the approved plans, profiles, and specifications, as certified by a registered engineer in the State of Minnesota, and receipt of reproducible record drawings and satisfactory test results, the City Engineer will notify the developer in writing of the City's approval of the public improvements and schedule the request for acceptance for review by the City Council. 51. Upon completion of the work, the developer shall provide the City with a full set of as- built plans for City records and transmitted to the City in a DWG Autocad format and pdf format. Developer must also furnish the City with a pdf format of the final plat and four prints of the recorded plat. If the Developer does not provide as-builts, the City will produce them at the developer's expense. Resolution No. 2016-XXX Page10of13 52. The developer is responsible for informing each builder that the builder is responsible for completing the final grade on all lots and ensuring all boulevards and yards have a minimum of four inches of organic topsoil or black dirt on them. Placement of organic topsoil or black dirt, sod, and shrubs must not be transferred to homeowners. 53. No building permit will be issued until such time adequate public utilities, including street lights and streets have been constructed and determined to be available for public use. Also, the City must have all the necessary right-of-way and/or easements within the property being developed. 54. Adequate dumpsters must be on site during construction of streets, utilities, and houses. When the dumpsters are full, they must be emptied immediately or replaced with an empty dumpster. The developer is responsible to require each builder to provide an on-site dumpster to contain all construction debris, thereby preventing it from being blown off-site. 55. Portable toilets must be on-site at all times during construction of utilities, roadways, and houses. At no time shall any house under construction be more than 250 feet away from any portable toilet. Toilets must be regularly emptied. 56. After the site is rough graded, but before any utility construction commences or building permits are issued, the erosion control plan shall be implemented by the developer and inspected and approved by the City. The City may impose additional erosion control requirements if it is determined that the methods implemented are insufficient to properly control erosion. 57. All areas disturbed by the excavation and back-filling operations shall be fertilized, mulched and disc anchored as necessary for seed retention. Time is of the essence in controlling erosion. If the developer does not comply with the erosion control plan and schedule, or supplementary instructions received from the City, or in an emergency determined at the sole discretion of the City, the City may take such action as it deems appropriate to control erosion immediately. The City will notify the developer in advance of any proposed action, but failure of the City to do so will not affect the developer's and the City's rights or obligations. If the developer does not reimburse the City for any costs of the City incurred for such work within thirty (30) days, the City may draw down the letter of credit to pay such costs. 58. The developer is responsible for Erosion Control inspection fees at the current rates. If the developer does not reimburse the City for the costs the City incurred for such work within thirty (30) days, the City may draw down the letter of credit to pay such costs. 59. Burying construction debris, trees, shrubs, and other vegetation is prohibited on the site. 60. Dust control measures must be in place to prevent dust and erosion, including, but not limited to daily watering, silt fences, and seeding. The City Engineer may impose reasonable measures to reduce dust at the site. Resolution No. 2016-XXX Page 11 of 13 61. During construction, streets must be passable at all times, free of debris, materials, soils, and other obstructions. 62. The developer shall comply with the 1991 Wetlands Conservation Act, as amended. 63. All lots platted in this subdivision shall be part of the same homeowners association and declaration of protective covenants for the Eastridge Woods subdivisions. 64. The City agrees to sealcoat the streets in the subdivision no later than two years after 90 percent of the houses within each development phase have been constructed. 65. The developer must keep their contract and financial sureties (e.g. Letter of Credit, etc.) active and up to date until the developer has been released in writing from the City Engineer that the City Council has released the developer from their obligations. 66. The developer must provide to the City an irrevocable letter of credit for on-site improvements to ensure that the developer will construct or install and pay for all the public improvements required for this project. These improvements are all in conformance with City approved plans and specifications and will be installed at the sole expense of the developer in conformance with Title 10, Chapter 5 of the City Code; or if in lieu of the developer making said improvements, the City proceeds to install any or all of said improvements, under the provisions of Chapter 429 of the Minnesota Statutes, the City Council may reduce said Letter of Credit by the amounts provided, upon the ordering, for those public improvements so undertaken. The Letter of Credit must have the same expiration date as the Developer's contract. The bank and form of the security is subject to the reasonable approval of the City. The security shall be automatically renewing. The term of the security may be extended from time to time if the extension is furnished to the City at least forty-five (45) days prior to the stated expiration date of the security. If the required public improvements are not completed, or terms of the Development Agreement are not satisfied, at least thirty (30) days prior to the expiration of a letter of credit, the city may draw down the letter of credit. The City may draw down the security without prior notice for any default of the Development Agreement. This minimum amount for this financial guarantee will be included in the development agreement. 67. A Developer's cash escrow must be posted with the City's Finance Director in a non- interest bearing account to cover engineering, legal and administrative costs incurred by the City. If this account becomes deficient it shall be the developer's responsibility to deposit additional funds. This must be done before final bonding obligations are complete. This escrow amount will be included in the development agreement. Resolution No. 2016-XXX Page12of13 68. An engineering cash escrow must be posted with the City's Finance Director in a non-interest bearing account to cover costs of City services, expenses, and materials provided in reviewing and processing of the final plat, including but not limited to staff time, legal expenses, office and field inspections, general inspections, and all other city staff services performed. This escrow amount will be included in the development agreement. 69. The developer is responsible for establishing the final grades, topsoil, and seeding of all the residential lots, basins, swales, and boulevards within the approved subdivision. The developer and/or builder is responsible for planting one boulevard tree per lot and a second boulevard tree on the corner side lot for corner lots. The City Forester will mark the location where the boulevard tree(s) must be planted and approve the tree species to be planted. 70. The developer shall incorporate the recommendations and requirements listed in Stantec's (City's engineering consultant) letter dated April 20, 2016 into the final plat. 71. The development standards for the Planned Development Overlay (PDO) of the R-3, Single Family Residential District, are as follows: • The buffer strip parallel to 70th Street shall be graded with undulating earth- berms and densely landscaped. • An underground irrigation system shall be provided for all turf areas. • The minimum front yard setback for the living area of a dwelling must not be less than 25 feet and the minimum front yard setback of the attached garage must not be less than 30 feet. A minimum 7.5-foot side yard setback is acceptable. • The minimum finished floor area for a single-family rambler is 1,500 square feet and 2,000 square feet for all other single-family designs. • The minimum attached garage area shall be 440 square feet. • Architectural design is encouraged on all four sides of the principal structure. • A minimum of 15 percent of the front farade is covered by brick, stone, stucco, or cementious board. The 15 percent minimum does not include windows, door areas, or garage doors. • The minimum roof pitch for the main roof slope is a 6/12 pitch. • Windows, doors and garage doors are encouraged to have a low or no maintenance trim on all four sides of the dwelling. 72. The developer is responsible for the cost and installation of a barrier and sign that is required at the end of the cul-de-sac named 66th Street Alcove South. The purpose Resolution No. 2016-XXX Page13of13 of this sign is to inform the public that the dead-ended street is planned to be extended in the future. 73. The existence of a private well and onsite sewage disposal system, septic tanks, or drainfields must be properly removed and a report showing the location of these systems and how they were properly removed must be filed with the Cottage Grove Building Inspections Office. 74. The final plat and declaration of private covenants must be recorded with the Washington County Recorder's Office before any building permit can be issued. 75. The existing access drive from Military Road for the property at 9905 Military Road must be removed. Passed this 4th day of May 2016. Myron Bailey, Mayor Attest: Joe Fischbach, City Clerk RESOLUTION NO. 2016-XXX RESOLUTION APPROVING THE FINAL PLAT NAMED EASTRIDGE WOODS 5TH ADDITION WHEREAS, D.R. Horton, Inc. — Minnesota has applied for a final plat to develop a single- family residential subdivision named Eastridge Woods 5th Addition. This subdivision plat is the fifth phase for the Eastridge Woods neighborhood and consists of 29 lots for single-family homes. The subdivision is located on property legally described as: Outlot A and Lot 1, Block 1, EASTRIDGE WOODS 4TH ADDITION, according to the recorded plat thereof, Washington County, Minnesota. Certificate of Title Number 71576 AND Tract D, Registered Land Survey No. 63, on file and of record and in the office of the Registrar of Titles, Washington County, Minnesota. Certificate of Title Number 70071 WHEREAS, the Planning Commission held the public hearing for the rezoning, prelimi- nary plat, and Planned Development Overlay (PDO) District for the proposed Eastridge Woods subdivision on February 25, 2013; and WHEREAS, the Planning Commission unanimously recommended approval of the re- zoning, preliminary plat, and Planned Development Overlay (PDO) applications on February 25, 2013, subject to certain conditions; and WHEREAS, the City Council subsequently accepted the Planning Commission's recom- mendations and approved the preliminary plat (Resolution No. 2013-041) on April 3, 2013; and WHEREAS, the City Council adopted Ordinance No. 913 on April 3, 2013, which rezoned approximately 61.8 acres of land from AG-1, Agricultural Preservation, to R-3, Single Family Resi- dential District, with a Planned Development Overlay (PDO) District; and WHEREAS, the City Council adopted Resolution No. 2013-143 on December 18, 2013, that modified Resolution No. 2013-041 to increase the total number of detached single-family lots for the Eastridge Woods Planned Development Overlay plan from 134 to 135 lots. The proposed Eastridge Woods 4th Addition final plat is consistent with the modified development plan as approved on December 18, 2013; and WHEREAS, D.R. Horton, Inc. — Minnesota applied for a zoning amendment to change the zoning classification for three acres of land at 9905 Military Road from AG-1, Agricultural, to R-3, Single Family Residential with a Planned Development Overlay (PDO), an amendment to the Eastridge Woods Planned Development Overlay Master Plan to add 8 single-family lots, and a preliminary plat to re-plat Eastridge Woods to add the three acres of land at 9905 Military Road to Resolution No. 2016-XXX Page 2 of 6 the Eastridge Woods residential subdivision and replatting the area as Eastridge Woods 5th Addition; and WHEREAS, the Planning Commission held the public hearing on the zoning amendment, Planned Development Overlay amendment, and preliminary plat amendment on April 25, 2016; and WHEREAS, the Planning Commission, at their April 25, 2016, meeting, unanimously (8-to-0 vote) recommended approval of the zoning amendment, PDO amendment, and preliminary plat amendment, subject to certain conditions; and WHEREAS, the City Council subsequently accepted the Planning Commission's recom- mendations and approved the preliminary plat (Resolution No. 2016-XX) on May 4, 2016; and WHEREAS, the City Council adopted Ordinance No. �;XX on May 4, 2016, which rezoned approximately three acres of land from AG-1, Agricultural Preservation, to R-3, Single Family Resi- dential District, with a Planned Development Overlay (PDO) District. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Cottage Grove, Washington County, Minnesota, hereby approves the final plat application filed by D.R. Horton, Inc. — Minnesota for a residential subdivision plat named Eastridge Woods 5th Addition. This final plat consists of 29 lots for single-family homes located on property legally described above. Approval of this final plat is subject to the following conditions: 1. The Developer and builders must comply with all City ordinances and policies. 2. The Developer must abide by the conditions stipulated in Resolution No. 2016-�;XX, which approved the Eastridge Woods preliminary plat, except as hereafter modified. 3. All utility, drainage, and development plans must conform to the plans approved by the City Engineer. The Developer may start rough grading of the lots before the plat is filed, if a MPCA Construction Storm Water Permit has been issued and the City has been furnished with a cash escrow or letter of credit in the minimum amount specified in the approved development agreement. 4. Development of this project must comply with the grading and erosion control plans as approved by the City Engineer. 5. The Developer must construct or install and pay for the following: a) Paved streets b) Concrete curb and gutter c) Street lights d) Water system (trunk and lateral) and water house service stubs e) Sanitary sewer system (trunk and lateral) and sanitary house service stubs f) Storm sewer system g) Street and traffic control signs h) Shaping and sodding drainage ways and berms in accordance with the drainage development plan approved by the City Engineer Resolution No. 2016-XXX Page 3 of 6 i) Adjust and repair new and existing utilities j) Sidewalks and trails k) Erosion control, site grading and ponding These Improvements must be in conformance with City approved plans and specifi- cations and will be installed at the sole expense of the Developer in conformance with Title 10, Chapter 5 of the City Code. The form of the financial security is subject to the reasonable approval of the City. 6. The City will rough cut the vegetation within the stormwater basin (Outlot G in Eastridge Woods) twice per year if the HOA does not maintain the stormwater basin as platted in Outlot A in Eastridge Woods subdivision. If the HOA desires a more regular maintenance of the ground cover or that it be irrigated, the HOA shall prepare a maintenance plan for how they intend to manage that area and submit it to Cottage Grove Public Works for review and approval. 7. The City will supply the street light poles and luminaries. The Developer will pay the City for street light poles and street light luminaries. 8. The City agrees to review and consider the final wear course paving along certain roadway segments in advance of other roadways depending on the location of the roadway segment. The wear course/final lift of all streets in the subdivision must be completed within three years from the date all other Public Improvements are ac- cepted by the City or when 90 percent of the houses have received a certificate of occupancy, whichever is sooner. 9. After the site is rough graded, but before any utility construction commences or build- ing permits are issued, the erosion control plan shall be implemented by the Devel- oper and inspected and approved by the City. The City may impose additional erosion control requirements if it is determined that the methods implemented are insufficient to properly control erosion. 10. The final plat and declaration of private covenants must be recorded with the Wash- ington County Recorder's Office before any building permit can be issued. 11. Before final financial guarantees are released, a certificate signed by a registered engineer must be provided. This certificate will state that all final lot and building grades are in conformance to drainage development plan(s) approved by the City Engineer. 12. Condition No. 12 in Resolution No. 2013-041 shall be amended by stipulating that park boundary marker(s) must be installed at the corners of certain private properties abutting Outlot G in Eastridge Woods. Residential lots designated to have a boundary marker(s) must have the marker(s) before a Certificate of Occupancy can be issued for the house on that particular residential lot. 13. All monument signs must comply with the City's Sign Ordinance and must be placed on private property. Resolution No. 2016-XXX Page 4 of 6 14. Condition No. 17 in Resolution No. 2013-041 shall be amended to require the land- scaping shown on the revised Landscape Plan dated January 29, 2014, and the pro- posed undulating earth-berms within Outlots D, F, and L within the Eastridge Woods plat will be graded as shown on the approved grading plan. The HOA for the Eastridge Wood subdivision is responsible for the long-term maintenance of these areas. 15. Condition No. 20 in Resolution No. 2013-041 shall be amended by stating that D.R. Horton has paid the entire park dedication fee in lieu of partial land dedication for all 135 lots at the time Eastridge Woods Addition (Phase I) developed in 2013. 16. Condition No. 21 in Resolution No. 2013-041 shall be amended by requiring the builder to post a letter of credit or escrow to the City for the estimated cost of the boulevard trees, four yard trees, and ten shrubs on each lot. 17. Condition No. 25 in Resolution No. 2013-041 shall be amended to read as follows: The applicant must submit private covenants with the final plat application which details the following: • The homeowners association (HOA) covenants shall also include a provision that if the Eastridge Woods HOA defaults on payment of property taxes for any land they own and the property becomes tax-forfeited property with the City obtaining ownership, the City will bill annually each landowner within the Eastridge Woods, Eastridge Woods 2nd Addition, Eastridge Woods 3rd Addition, Eastridge Woods 4th Addition, and future phases of Eastridge Woods the cost to maintain the for- feited parcels and all property taxes due thereon. • All mailboxes and location of mailboxes must comply with the U.S. Post Office guidelines and regulations. Mailboxes placed at the curb shall all be the same design and color. • Turf management in and around the stormwater basin in Outlot G of Eastridge Woods will be performed by the City about twice per year. Weed control might occur by the City once per year and the area will not be fertilized. The City will remove general debris and regularly trim, monitor and remove tree saplings in Outlot G of Eastridge Woods. The City will periodically inspect the basin to assure proper flow for the stormwater system. Inspections may result in structure mainte- nance/reconstruction (inlets, outlets, skimmers, etc.), sediment removal, basin shaping, and storm pipe cleaning. All disturbed areas will be restored with similar materials. A natural buffer within 15 feet of a normal water level will be preserved. If the HOA desires a more regular maintenance and intends to manage the ground cover or that it be irrigated, the HOA shall prepare a maintenance plan and submit it to Cottage Grove Public Works for review and approval. • The HOA or the property owners on Lot 4, Block 3 and Lot 1, Block 4 in Eastridge Woods 4th Addition must maintain the turf grass within that portion of Outlot G, Eastridge Woods between the south curb of 67th Street and the southeasterly Resolution No. 2016-XXX Page 5 of 6 rear lot line extension of said Lot 4, Block 3. Maintenance of this portion of Outlot G, Eastridge Woods lying between Lot 4, Block 3 and Lot 1, Block 4 in Eastridge Woods 4th Addition is primarily the mowing of the turf that is generally the same turf maintenance schedule that occurs on the adjoining residential lots. • The HOA or homeowner that has a sidewalk in front or on the side of their prop- erty is responsible for maintaining the sidewalks. Such maintenance includes, but is not limited to, sweeping and promptly removing ice and snow or other obstruc- tion to ensure the safe passage of pedestrians. The HOA and property owners within the Eastridge Woods 4th Addition will not be responsible for snow removal or maintenance on any trails or sidewalks located in Outlot H and K, Eastridge Woods; Outlot B, Eastridge Woods 2nd Addition; within or adjoining the South Washington Watershed District property; outside the Eastridge Woods, Eastridge Woods 2nd Addition, Eastridge Woods 3rd Addition; or within any Washington County right-of-way. 18. Condition No. 27 in Resolution No. 2013-041 shall be amended to confirm that the proposed street name on the Eastridge Woods 4th Addition final plat is consistent with the City's street naming and addressing system. 19. Condition No. 38 in Resolution No. 2013-041 shall be amended to require the Devel- oper to construct the street lights as shown on the approved construction plans. 20. Condition No. 45 in Resolution No. 2013-041 shall be amended by not requiring the Developer to install the street name plates and posts. The costs for the street name plates, posts, labor costs, and materials will still be paid by the Developer, but the City will install these street name plates and posts. 21. Condition No. 50 in Resolution No. 2013-041 shall be amended by clarifying that the Developer is not responsible for street maintenance, boulevard sod, and street sweeping once the City accepts a particular construction phase. Once a homeowner occupies a house, the homeowner is responsible for the maintenance and upkeep of the boulevard area abutting their property. The Developer must ensure that all build- ers keep all streets free of debris and soil until the subdivision is completed. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on said street(s) and directing them to detour routes. If and when the street becomes impassible, such streets shall be barricaded and closed. In the event resi- dences are occupied prior to completing streets, the Developer must maintain a smooth driving surface and adequate drainage on all streets until they are completed and accepted by the City. The Developer hereby agrees to indemnify and hold the City harmless from any and all claims for damages of any nature whatsoever arising out of Developer's acts or omissions in performing the obligations imposed upon the Developer by this paragraph. 22. Condition No. 53 in Resolution No. 2013-041 shall be amended to clarify that all landowners within the Eastridge Woods 4th Addition is responsible to maintain grass and weeds on their property so as not be exceed eight inches in height. Failure to control grass and weeds will be a violation of City ordinances and the City may, at its Resolution No. 2016-XXX Page 6 of 6 option, perform the work and the property owner shall promptly reimburse the City for any expense incurred by the City. 23. Condition No. 58 in Resolution No. 2013-041 shall be amended and read as follows: All sidewalks to be constructed as part of the development must be completed before building permits will be issued. The exception to this requirement is if the building permit is for a model home to be constructed by the Developer of the subdivision. The Developer is responsible for repairing any part of a sidewalk that is damaged during the public improvement construction or home building process. 24. Condition No. 62 in Resolution No. 2013-041 shall be amended to clarify that the Developer is responsible for informing each builder that the builder is responsible for completing the final grade on all lots and ensuring all boulevards and yards have a minimum of four inches of organic topsoil or black dirt on them. Placement of organic topsoil or black dirt, sod, and shrubs must not be transferred to homeowners. 25. Condition No. 79 in Resolution No. 2013-041 shall be amended by changing the last sentence to accurately refer to trees and landscaping improvements within Outlots D, E, F, and L in Eastridge Woods Addition and on the SWWD's property. 26. Condition No. 81 in Resolution No. 2013-041 shall be amended to reference that the Developer is responsible for the cost and construction of an eight-foot wide asphalt trail to be located on Outlot G in Eastridge Woods. 27. Condition No. 87 in Resolution No. 2013-041 shall be deleted, as it was also included in Resolution No. 2013-041 as Condition No. 82. 28. Condition No. 89 in Resolution No. 2013-041 shall be amended to read as follows: The Developer must install four park boundary markers. These markers are required to be installed at the rear lot corner between Lots 9 and 10, Block 4; the northeasterly corner of Lot 6, Block 4; the rear lot corner between Lots 3 and 4, Block 4; southeast corner of Lot 1, Block 4; northeast and southeast corners of Lot 5, Block 3; southwest corner of Lot 5, Block 1; the rear lot corner between Lots 3 and 4, Block 1; and the western most corner of Lot 1, Block 1, all within the Eastridge Woods 3rd Addition. Passed this 4th day of May, 2016. Myron Bailey, Mayor Attest: Joe Fischbach, City Clerk DEVELOPMENT AGREEMENT EASTRIDGE WOODS STH ADDITION THIS DEVELOPMENT AGREEMENT ("Agreement") is entered into on the day of , 2016, by and between D. R. Horton, Inc. — Minnesota, a Delaware corporation, referred to as "Developer" and the City of Cottage Grove, a municipal corporation, situated in the County of Washington, State of Minnesota, hereinafter referred to as the "City." RECITALS A. At the time this Agreement is recorded, the Developer is the fee owner of the parcels of land described in Exhibit "A," which is to be developed as a subdivision in the City bearing the name "EASTRIDGE WOODS STH ADDTTION" and may sometimes hereinafter be referred to as the "Subj ect Property" or the"Subdivision." B. The Developer proposes to develop the Subject Property, which is being platted into 291ots for the construction of detached single-family homes situated in the City of Cottage Grove, County of Washington, State of Minnesota. C. The City approved the EASTRIDGE WOODS preliminary plat(Resolution No. 2013-041) on April 3, 2013. The EASTRIDGE WOODS preliminary plat consisted of 134 single-family lots on 61.793 acres. The EASTRIDGE WOODS final plat was approved by the City on June 5, 2013, for a residential development consisting of 37 single-family lots and 12 outlots. The City approved an amendment to Resolution No. 2013-041 (Resolution No. 2013-143) on December 18, 2013 to increase the total number of lots from 134 to 135 in the EASTRIDGE WOODS preliminary plat. The EASTRIDGE WOODS 2ND ADDTTION final plat was approved by the City on April 16, 2014 (Resolution No. 2014-027), for a residential development consisting of 37 single-family lots and eight outlots on 16.14 acres. The EASTRIDGE WOODS 3RD ADDTTION final plat was approved by the City on February 18, 2015 (Resolution No. 2015-020) for a residential development consisting of 24 single-family lots. The City approved the EASTRIDGE WOODS 4TH ADDTION on June 17, 2015 (Resolution No. 2015-074) for a residential development consisting of 17 single-family lots and one outlot. D. The City requires that certain public improvements, which are herein referred to as "Public Improvements" and include, but are not limited to storm drainage systems, sanitary sewer, water, grading street lighting trails, sidewalk, curb and gutters, and streets, be installed to serve the Subject Property and other properties affected by the development of the Subject Property, all at the - 1- expense of the Developer, all as set forth herein and in the Approved Plans originally dated May 26, 2015 as may be amended by the City. E. The Developer will perform other work and install certain improvements within the Subject Property, which work and improvements typically consist of drainage swales, erosion control, street cleaning and the like thereof and which improvements to the Subj ect Property shall be referred to herein as "On-Site Improvements." Public Improvements and On-Site Improvements are collectively referred to as the"Improvements." F. The Developer shall develop the Subject Property and install the Public Improvements in conformance with the plans and specifications prepared by the City originally dated Apri129, 2016, as may be amended, and referred to as the "Approved Plans." The Approved Plans shall not be amended without the prior written approval of the Developer and the City. G. The updated preliminary cost estimates dated April 25, 2016 for the EASTRIDGE WOODS STH ADDTTION were taken from the EASTRIDGE WOODS Feasibility Report dated May 6, 2013. NOW, THEREFORE, IT IS HEREBY AND HEREIN NILTTUALLY AGREED, in consideration of each party's promises and considerations herein set forth, as follows: 1. Request for Plat Approval. The City approved the final plat for EASTRIDGE WOODS STH ADDITION on May 4, 2016. This residential subdivision is located in the City of Cottage Grove, County of Washington, State of Minnesota, and is legally described in Exhibit A. 2. Conditions of Approval. The City hereby approves the final plat and this Agreement on the conditions that: a. The Developer enters into this Agreement and abides by the conditions stipulated in the resolution approving the final plat and the terms of this Agreement. All the lots within EASTRIDGE WOODS STH ADDITION are required to be part of a homeowners association. b. The Developer provides to the City upon execution of this Agreement: i. An irrevocable letter of credit or cash in the amount of: LETTER OF CREDIT OR CASH Site grading and restoration $25,640.00 Erosion control 16,160.00 Sub-total $41,800.00 150% TOTAL LETTER OF CREDIT OR CASH $62,700.00 The letter of credit must be issued by a bank that is determined by the City to be solvent and creditworthy and in a form acceptable to the City. If the City determines at any point that the bank no longer satisfies its requirements, it can require the Developer to get a new letter of credit from a different bank. ii. Proof of public liability and property damage insurance covering personal injury, including death, and claims for property damage which may be caused by reason of the operation of the Developer's equipment and laborers, or caused by Developer's completion of the Public -2- Improvements. Limits for bodily injury or death shall not be less than $1,000,000 for one person and $2,000,000 for each occurrence; limits for property damage shall not be less than $500,000 for each occurrence. The Developer must keep the insurance in force at all times that construction for the development is in progress. The City must be named as an additional insured on the policy and must provide that the insurer must give the City at least ten (10) days' written notice prior to cancellation or termination of the insurance policy; and iii. Letter of Credit: To guarantee compliance with the terms of this Contract, payment of the costs of all Public Improvements and construction of all Public Improvements, the Developer shall furnish the City with a letter of credit, in the form attached hereto, from a bank ("security") in the amount of$883,992.00. Public Improvements Estimated Construction Costs General $34,370.00 Sanitary sewer system 83,190.00 Water system 96,630,.00 Water& sanitary house services 59,400.00 Storm sewer 118,140.00 Street improvements 174,280.00 Sidewalks 58,090.00 Street lighting(base, conduit,wiring etc.) 22,254.00 Final streets construction 60,840.00 Total $707,194.00 At 125% $883,992.00 This breakdown is for historical reference; it is not a restriction on the use of the security. The bank issuing the letter of credit shall be subject to the approval of the City Finance Director. iv. Cash: The following is a summary of the cash requirements under this Agreement which must be furnished to the City: Sanitary Sewer Area Charge(2016 Rate) $62,657.00 Water Area Charge(2016 Rate) 27,073.00 Storm Water Area Charge(2016 Rate) 36,482.00 AUAR Fee(2016 Rate) 1,255.00 Maj or Road Fee 67,283.00 Street Light Poles and Luminaires 15,000.00 Street Sealcoating 4,120.00 Street Light Utility Charge 2,446.00 Park Dedication (81ots $3,400/lot) 27,200.00 City Engineering Administration Fee (2.7% of Public Improvements) 19,094.00 Escrow for Engineering Services (15%of Public Improvements) 106,079.00 Subtotal Cash Payment $368,689.00 Less: Escrow deposited with Final Plat Application (15,000.00) Total Cash to City $353,689.00 -3- If escrowed funds held under this agreement as the "Escrow for Engineering Services" exceed the amount necessary to reimburse the City for its engineering costs under Section 5, such funds shall be returned to the Developer without interest. If it appears that the actual costs incurred will exceed the estimate, the Developer and the City shall review the costs required to complete the proj ect and the Developer shall deposit additional sums with the City. v. The Developer shall inform each builder that an escrow and fees must be deposited with the City for each lot. The escrow and fees must be deposited with the City at the time a building permit is issued by the City. The purpose of the escrow and fees is to insure certain private improvements (e.g. boulevard/yard sod, boulevard trees, curb stop inspection, right-of-way permit, property corner boundary markers, as-built survey, etc.) are completed before a certificate of occupancy is issued by the City. The Builder must plant a boulevard tree having a minimum tree trunk size of not less than 2.5-inch caliper width. One (1) boulevard tree is required per lot, except for corner lots, which must have one (1)boulevard tree on each street of the property. The City Forester must be contacted for purposes of staking the location of the boulevard tree to be planted and approving the tree species. For a lot where the Certificate of Occupancy is issued between August 1 and April 30, tree planting described in this paragraph must be completed by the builder by the 15th day of June. For a lot where the Certificate of Occupancy is issued between May 1 and July 31, tree planting must be completed by the builder by the 15th day of September. The builder's cash escrow will be posted with the City's Finance Director in a non-interest bearing account and shall be released upon completion of the certain private improvements. The minimum cash escrow and fees for each lot is shown below: Lots 2 thru 9, Block 1 Fee: Right-of-way permit $50.00 Lots 11 thru 17, Block 1 Fee: Curb box inspections $300.00 Lots 2 and 4, Block 3 Escrow: Boulevard tree, boulevard/yard sod, $6,254.00 Lots 1 and 7, Block 2 driveway apron, and corner lot boundary markers and as-built survey. Lot 1, Block 1 Fee: Right-of-way permit $50.00 Lot 10, Block 1 Fee: Curb box inspections $300.00 Lot 1, Block 3 Escrow: Two boulevard trees, boulevard/yard $7,454.00 Lot 3, Block 3 sod, driveway apron, and corner lot boundary Lot 5, Block 3 markers and as-built survey. If the Developer is the only builder pulling permits within the Subdivision, the City at its sole discretion may accept an irrevocable letter of credit from the Developer in lieu of individual builder escrows on each lot in an amount equal to or exceeding the total amount of cash escrow that would otherwise be required under this provision. c. The Developer records the final plat with the Washington County Recorder within twelve (12) months after City Council approval of the final plat. d. The Developer agrees to furnish all labor, materials, and equipment per the resolution approving the final plat for EASTRIDGE WOODS STH ADDTTION and perform the Public Improvements and utility repair and adjustment in conformance with the Approved Plans. -4- 3. Development Plans and Ri�ht to Proceed. The Developer may not construct any Improvements until all the following conditions have been satisfied: a. This Agreement has been fully executed by both parties and filed with the City Clerk. b. The necessary securities, warranties, and escrows as required by this Agreement have been received by the City. c. The City has issued a letter stating that all conditions of this paragraph have been satisfied and that the Developer may proceed. The Developer agrees that the Improvement work shall be done and performed in a workmanlike manner and all materials and labor shall be in strict conformity with the Approved Plans and City ordinances. Any material or labor supplied which was rej ected by the City as defective or unsuitable per the Approved Plans shall be removed and replaced with approved material to the reasonable satisfaction or approval of the City at the cost and expense of the Developer. The Developer shall submit a written schedule indicating the progress schedule and order of completion of the Improvements. It is further agreed that upon receipt of written notice from the Developer of the existence of causes over which the Developer has no control which will delay the completion of the Improvements, the City Council, in its discretion, may extend the date herein for completion and that any security required shall be continued to cover the Improvement work during this e�tension of time. It is distinctly understood and agreed that all Improvement work covered by this Agreement shall be done at no expense to the City unless otherwise agreed to by the City and the Developer. The City agrees to sealcoat the streets in the subdivision, at the City's expense, within two (2)years following the installation of the wear course paving in the Subdivision. The Developer agrees to have all Improvements substantially done, including the bituminous wedge on the street, and fully completed to the reasonable satisfaction and approval of the City Engineer on or before November 15, 2016, except all concrete work must be completed by October 15, 2016, and the wear course/final lift of all streets in the subdivision must be completed within three (3) years from the date all other Public Improvements are accepted by the City or when ninety percent (90%) of the houses have been constructed, whichever is sooner. The Developer is responsible for the future expenditures to remove the temporary wedge, pave the wear course, repair curb and gutters, and restore impacted areas and any other Improvement that must be completed. 4. Approved Plans. The Developer shall not do any work or furnish any materials not covered by the Approved Plans or this Agreement, for which reimbursement is expected from the City, unless such work is first ordered in writing by the City as provided in the Approved Plans. Any such work or materials which may be done or furnished by the Developer's contractor without such written order first being given shall be at the Developer's own risk, cost, and expense, and the Developer hereby agrees that without such written order the Developer will make no claim for compensation for work or materials so done or furnished. It is further agreed, anything to the contrary herein notwithstanding that the City, City Council, and its agents or employees shall not be personally liable or responsible in any manner to the Developer, the Developer's contractor or subcontractors, material men, laborers, or to any other person or persons whomsoever, for any claim, demand, damages, actions, or cause of any action of any kind or character arising out of or by reason of the execution of this Agreement or the performance and completion of the -5- Improvement work and the Improvements and that the Developer will save the City harmless from all such claims, demands, damages, actions, or causes of action or the costs, disbursements, and expenses of defending the same, except for any such claims, demands, damages, actions or causes of action caused by the misconduct or negligence of the City or someone acting on its behalf. 5. En�ineerin� Services: Plat Review, Desi�n, Stakin�, Survevin�, and Inspections. Developer will pay the City Engineering Administration Fee of 2.7 percent of the total cost of the Public Improvements for City staff time associated with plan review, plat review, grading plan review, and design review and proj ect administration for this phase and all remaining phases of this development. This fee shall be collected as a lump sum cash payment. All fees incurred by the City related to concept, plat, and grading plan review have been billed to the developer as the charges were incurred. The "Escrow for Engineering Services" escrow (2.b.iv) is an estimate for consulting engineering legal, and other expenses incurred or to be incurred by the City in connection with this Development Agreement and Plat approval and acceptance and authorization of improvements. The percentages included in this section are estimated as follows: • Public design services, (estimated at five percent(5%) of the total public improvements cost) for the public improvements, including securing all necessary permits for the project and preparation of the preliminary cost estimate. • The City will provide construction inspections, erosion control inspections, staking and surveying, witness testing review testing reports, and attend project meetings at the Developer's expense. Fees for these services are estimated at ten percent (10%) of Improvement costs identified above and escrowed by the Developer with the City as part of this Agreement. The Developer must notify the City Engineer at least forty eight (48) hours in advance, not including weekend days or holidays, for inspection service or scheduling of tests to be performed. Bills not paid within thirty (30) days shall accrue interest at the rate of eight percent (8%) per year. 6. Street Li�hts. The City will furnish the street light poles and luminaires. The Developer is responsible for the pole and luminaire costs. The Developer is responsible for installing the street lights and providing all other street light improvements as shown on the Approved Plans. 7. Final Inspection/Acceptance. Upon completion of the Public Improvements, the City Engineer and representatives of the Developer's contractor and/or engineer will promptly make a final inspection of the Public Improvements. Before the City's final acceptance and release of the securities, the Developer and City Engineer shall be satisfied that all work is completed in accordance with the Approved Plans and all City inspections for the work were performed, and the Developer's engineer submits a written statement attesting to the same. The Developer warrants all improvements required to be constructed by it pursuant to this Agreement against poor material and faulty workmanship. The warranty period for underground utilities is two (2) years and shall commence following completion and acceptance by the City Council. The warranty period for streets is one (1) year and shall commence after the wear course/final lift of streets has been -6- installed and accepted by the City Council. The Developer, or the Developer's contractor performing the Public Improvements on behalf of the Developer, must submit to the City a one hundred percent (100%) warranty maintenance bond to secure the warranties. At the time of final acceptance of the Public Improvements, if it is determined by the City that the Approved Plans were not adhered to, or that the Public Improvement work was done without City inspections, the Developer agrees to increase the length of the one hundred percent(100%)warranty maintenance bond up to a maximum of five (5) years as reasonably determined by the City Engineer. The City Engineer will notify the Developer in writing of the City's approval of the Public Improvements and schedule the request for acceptance by the City Council. The final approval and acceptance of the Public Improvements by the City Council shall constitute final approval and acceptance by the City without further action on the part of any party hereto. 8. Default bv Developer. In the event of default by the Developer as to any of the Public Improvement work to be performed hereunder by the Developer, its successors or assigns, and the continuance of such default after written notice from the City and the expiration of the Cure Period (as defined below), the City is granted the right to declare any sums provided by this Agreement due and payable in full, and the City may draw upon any financial guaranty posted in conformance with this Agreement, provided, however, the Developer shall first be given an opportunity to cure the default for a period of at least thirty (30) days (except in emergency situations) thereafter as provided below. Said notice will be addressed to the Developer at the address shown below in Section 18. In the event the City draws from any financial guaranty sums that exceed the costs or damages to the City, the City will promptly return such excess amounts to the Developer. Notwithstanding anything to the contrary contained in this Agreement, if the City determines that the Developer is in default of any of the terms of this Agreement, the City shall promptly notify the Developer of the default and/or non-compliance. The City agrees to provide the Developer a reasonable and appropriate amount of time, which shall not be less than thirty (30) days, for the Developer to correct any noted defaults, based on the measures that will need to be taken by the Developer to correct the default ("Cure Period"). In the event Developer fails to correct said non- compliance within the designated Cure Period, the City may take any other remedy or action available to the City under the terms of this Agreement. 9. Denial of Permits. Breach of any term of this Agreement by the Developer or failure to comply with City ordinances shall be grounds for denial of building or occupancy permits for buildings within the Subdivision until such breach is corrected by the Developer 10. Model Homes. Notwithstanding any other provision of this Agreement to the contrary, the City will issue building permits for up to two (2) model homes on lots acceptable to the City upon Developer's compliance with the following requirements: a. Approval of a building plan and survey by the Chief Building Inspector; and b. Presence of a paved road within three hundred feet (300') and presence of a fire hydrant within one thousand feet(1,000') of the model home(s). c. An unobstructed gravel surface road extension from a paved street surface to the proposed model home's driveway. -�- d. No certificate of occupancy for such model homes shall be issued until all typical requirements for such issuance have been met. The Developer acknowledges that prior to the construction of the Improvements, site conditions and access to paved roads and fire hydrants will be sub-standard and will not be optimized until the Improvements are completed. To the fullest extent permitted by law, Developer agrees to indemnify the City, its officers, employees, agents and others acting on its behalf and to hold them harmless and defend and protect them (with counsel of the City's choosing) from and against any and all loss, damage, liability, cost and expense, specifically including attorneys' fees and other costs and expenses of defense, which result from, or otherwise arise in connection with any actions, claims or proceedings of any sort caused by or arising from the construction or use of the model homes by Developer or its contractors, employees, agents or assigns, prior to the Improvements being completed. Such claims shall include, but not be limited to, claims that the model homes could not be accessed properly or in a timely manner by fire equipment and/or police or emergency vehicles due to road or site conditions or claims based on lack of proximity to fire hydrants or lack of adequate fire protection. Although indemnification shall cease for claims arising after the Improvements are completed and accepted, indemnification obligations for claims arising prior to the completion of the Improvements shall survive the termination of this Agreement. 11. Attornevs' Fees. The Developer will pay the City's reasonable attorney's fees to be fixed by the Court in the event a suit or action is brought to enforce the terms of this Agreement, or in the event an action is brought upon a bond or letter of credit furnished by the Developer as provided herein. 12. Assi�nment. The Developer may not transfer or assign any of its obligations under this Agreement without the prior written consent of the City, which shall not be unreasonably withheld, conditioned, or delayed. 13. A�reement to Run with Land. The City agrees to record this Agreement among the land records of Washington County, Minnesota, and the Developer agrees to record the "EASTRIDGE WOODS STH ADDITION" final plat at Washington County, Minnesota. The provisions of this Agreement shall run with the land and be binding upon the Developer and its successors in interest. Notwithstanding the foregoing, no conveyance of the Subject Property or any part thereof shall relieve the Developer of its liability for full performance of this Agreement unless the City expressly so releases the Developer in writing. 14. Release. Upon completion and approval of all Improvements required herein, including completion and acceptance of the Improvements and satisfaction of all of the Developer's obligations under this Agreement, the City agrees to execute an instrument (in form sufficient to remove this Agreement as a further encumbrance against the Subject Property) releasing all of the Subject Property from the terms of this Agreement. 15. Severabilitv. The provisions of this Agreement are severable, and in the event that any provision of this Agreement is found invalid, the remaining provisions shall remain in full force and effect. 16. Consent. The Owner represents and warrants that the Developer is the only fee owner in the Subject Property and no other parties have the right to consent to the plat or development agreement. -s- 17. Applicable Law. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. 18. Chan�es in Official Controls. 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 approved preliminary plat and final plat unless required by state or federal law or agreed to in writing by the City and the Developer. 19. Notices. Required notices to the Developer shall be in writing and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: D.R. Horton, Inc. -Minnesota Attention: James Slaikeu, Division President 20860 Kenbridge Court, Suite 100 Lakeville, MN55044 Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: City of Cottage Grove Attention: City Administrator 12800 Ravine Parkway South Cottage Grove, MN 55016 20. Mail Boxes. The Developer is responsible for the placement of a mailbox for all the lots within the Subdivision and must comply with the United States Postal Service's mailbox design and placement guidelines. The mailboxes must be of similar design and color within the Subj ect Property. 21. Sidewalk and Trail Maintenance. If the City does not provide snow removal on the trails or sidewalks within the Subject Property, the homeowners association or the property owner(s) adjoining sidewalks within the Subject Property must remove the snow and/or ice as determined by the governing documents for the homeowners association. The homeowners association and property owners within the EASTRIDGE WOODS STH ADDITION will not be responsible for snow removal or maintenance on any trail located in Outlot K in EASTRIDGE WOODS; Outlots B, C, D in EASTRIDGE WOODS 2ND ADDITION; within or adjoining the South Washington Watershed District property; outside the EASTRIDGE WOODS, EASTRIDGE WOODS 2ND ADDTTION, EASTRIDGE WOODS 3�ADDTTION, EASTRIDGE WOODS 4th ADDITION plats; or within any Washington County right-of-way. 22. Park Dedication and Park Improvements. The Developer paid the full payment of the park dedication fee in lieu of the partial land dedication with Phase 1 of EASTRIDGE WOODS. Subsequently, the City approved City Resolution No. 2014-027 on April 16, 2014 that amended Resolution No. 2013-041 for purposes increasing the total number of lots from 134 to 135 in the EASTRIDGE WOODS Planned Development Overlay Plan and such resolution indicated that the park fee in lieu of partial land dedication for all 135 lots has been paid in full. As part of the Eastridge Woods Sth Addition, the Developer is responsible to pay park dedication fees for 81ots. The total value of the park dedication is $27,200. -9- IN WITNESS OF THE ABOVE, the parties have caused this Agreement to be executed on the date and year written above. SIGNATURES APPEAR ON NEXT PAGE - io- D.R. HORTON, INC. -MINNESOTA CITY OF COTTAGE GROVE: By: By: 7ames R. Slaikeu, Vice President Myron Bailey, Mayor By: Joe Fischbach, City Clerk ACKNOWLEDGEMENT FOR CITY STATE OF MINNESOTA ) )ss. COUNTY OF WASHINGTON ) The foregoing instrument was acknowledged before me this day of , 2016, by Myron Bailey, Mayor, and Joe Fischbach, City Clerk, of the City of Cottage Grove, a Minnesota municipal corporation, on behalf of the corporation. Notary Public (Notary Seal) ACKNOWLEDGEMENT FOR DEVELOPER STATE OF MINNESOTA ) )ss. COUNTY OF ) On this day of , 2016, before me, a notary public within and for said County, personally appeared James R. Slaikeu, Vice President of D.R. Horton, Inc. - Minnesota, a Delaware corporation, on behalf of said corporation. Notary Public (Notary Seal) THIS DOCUMENT DRAFTED BY: Finance Department City of Cottage Grove 12800 Ravine Parkway South Cottage Grove,MN 55016 - 11- EXHIBIT "A" LEGAL DESCRIPTION OF THE SUBJECT PROPERTY Outlot A and Lot 1, Block 1, EASTRIDGE WOODS 4TH ADDTTION, according to the recorded plat thereof,Washington County, Minnesota. Certificate of Title Number 71576 AND Tract D, Registered Land Survey No. 63, on file and of record and in the office of the Registrar of Titles, Washington County, Minnesota. Certificate of Title Number 70071 - 12-