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Home My WebLink About2016-05-04 PACKET 09.A. 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.A. Meeting Date 5/4/2016 Department Community Development Title of Request Dominium Senior Housing Project Staff Recommendation 1) Hold a public hearing to vacate and discontinue existing public utility and drainage easements located within Lots 1 and 2, Block 2, Frattalone's Southpoint Ridge Addition; 2) Adopt a Resolution 2016-092 approving the vacation and discontinuance of all drainage and utility easements within Lots 1 and 2, Block 2, Frattalone's Southpoint Ridge Addition and authorize the City Clerk to prepare a notice of completion; 3) Pass Ordinance 961 rezoning 1.633 acres of land at 7007 East Point Douglas Road from B-2 to B-1 with a Planned Development Overlay (PDO) and amending Res. No. 07-032, to change the approved Southpoint Ridge PDO Master Plan by replacing office buildings with a senior housing development; 4) Adopt Resolution 2016-093 approving the Atkinson Corner preliminary plat; 5) Adopt Resolution 2016-094 approving the Atkinson Corner final plat; and 6) Adopt Resolution 2016-095 approving the site plan review and conditional use permit for an affordable senior rental apartment project. ATTACH MENTS: Description Type Upload Date Dominium Senior Housing Development CC Memo Cover Memo 4/29/2016 Dominium Senior Housing Plans Exhibit 4/29/2016 Atkinson Corner Final Plat Exhibit 4/29/2016 Planning Commission Meeting Minutes Excerpt Backup Material 4/29/2016 Easement Vacation & Discontinuance Resolution Resolution 4/29/2016 Easement Vacation & Discontinuance Notice Resolution 4/29/2016 Ordinance Amendment Ordinance 4/29/2016 Atkinson Corner Preliminary Plat Resolution Resolution 4/29/2016 Atkinson Corner Final Plat Resolution Resolution 4/29/2016 Dominium Senior Housing Project Site Plan Review Resolution 4/29/2016 and CUP Resolution Exterior Elevations - Color Exhibit 5/2/2016 Rear Entrance Elevation - Color Exhibit 5/2/2016 Preliminary Color Palette Exhibit 5/2/2016 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: Proposed Affordable Senior Rental Apartment Project by Dominium Introduction The City Council is requested to approve the following: 1) Hold a public hearing to vacate and discontinue existing public utility and drainage easements located within Lots 1 and 2, Block 2 in Frattalone's Southpoint Ridge 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 Lots 1 and 2, Block 2 in Frattalone's Southpoint Ridge 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 rezoning 1.633 acres of land at 7007 East Point Douglas Road (PIN 08.027.21.33.0043) from B-2, Retail Business District, to B-1, Limited Business District with a Planned Development Overlay; and amending Resolution No. 07-032, which approved the Southpoint Ridge Planned Development Overlay Master Plan, to add 1.633 acres of land and to replace the two office buildings having 12,000 and 15,000 square feet with two stories each on Block 2 in Southpoint Ridge Addition with a four-story affordable senior rental apartment building with 184 units; and 4) Adopt a resolution approving the Atkinson Corner preliminary plat as recommended by the Planning Commission; and 5) Adopt a resolution approving the Atkinson Corner final plat. 6) Adopt a resolution approving the site plan review and conditional use permit for an affordable senior rental apartment project with 184 affordable rental senior apartments, a four-story residential apartment building with 132 indoor parking spaces in the lower level and 90 outdoor parking spaces all located on approximately five acres of land. The boundary area for the proposed affordable senior rental apartment project is shown on the location map below: Honorable Mayor, City Council, and Charlene Stevens Dominium's Affordable Senior Housing Project April 27, 2016 Page 2 of 17 v . �. � D .: � „rk . � ', v-� � ^v �- - n III �e ;�`�>�"�� . � � � ��' c � � �' W � > �t � a Y � N OrVchOOD W `\\\ O�i Y R�RK Y Q ` C S 4 S ca�eWey►,o«noPe�s Dominium Senior Housing Project \ 184 Residential Units � lfsTs� �� White Pines 6977- 7007 E. Point Douglas Rd. � . . � . - � owcw000 8 �j �White PiMs - -- - 1O 7� i: - � � �.79TH 5T 5. � 3� .. y � Ruby .� �- Kohla Tuescfay �.�g �, rp - a � � ��t,. .'�� G�� , MARqy� _� 7 � I � �� V� \ ��- � Tutor 7me ulvers US Bank � �, � ' y� , - 60iH ST BOiN�ST S - - 80IM STRE �O = __ �f F O "i� / L � � HolidaY � . � .. � Q' Gas � V . . Py � MEMIMtiI .•."\ . . pJ(f B/ g , ' /(1 O i SO O \ v�r ~ 0 0�.� , I Q'Q P'��s y�R ,.. �� ..t'�'a . . i��.. .sa rss. Location Map Review Process Application Received: April 8, 2016 Acceptance of Completed Application: April 8, 2016 Tentative City Council Date: May 4, 2016 60-day Review Deadline: June 7, 2016 Planning Commission On April 25, 2016, the Planning Commission held a public hearing to rezone a 1.633-acre parcel located at 7007 East Point Douglas Road from B-2, Retail Business District, to B-1, Limited Business District with a Planned Development Overlay (PDO); an amendment to the Southpoint Ridge Planned Development Overlay (Ord. No. 811); a preliminary plat application for the Atkinson Corner subdivision, site plan review, and conditional use permit. At the public hearing, the applicant was in attendance. No other public oral testimony or written comments were received for the public record. The Planning Commission asked about the possibility of constructing a sidewalk along the south side of East Point Douglas Road so that it would connect to the Kohls Store and Culvers sites. City staff pointed out that a sidewalk does exist on the north side of East Point Douglas Road from the White Pines project to Hardwood Avenue. As a condition of approval, the developer is required to construct a pedestrian crosswalk from their property to the existing sidewalk on the north side of East Point Douglas Road. It was reported that City's Technical Review Committee did evaluate whether or not a sidewalk is warranted on the south side of East Point Douglas Road, but determined a sidewalk on the south side of East Point Douglas Road is not required. Honorable Mayor, City Council, and Charlene Stevens Dominium's Affordable Senior Housing Project April 27, 2016 Page3of17 The Planning Commission unanimously (8 ayes, 0 nays and one abstention) recommended approval of the rezoning application, amending the Southpoint Ridge Planned Development Overlay (PDO) Plan to substitute the two office buildings on Lots 1 and 2, Block 2 in Frattalone's Southpoint Ridge Addition with an affordable senior rental apartment building with 184 units; the preliminary plat named Atkinson Corner; and the site plan review and conditional use permit for the 184-unit affordable senior rental apartment building proposed by Dominium. The Planning Commission's recommendation approving these applications was subject to the 33 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 February 21, 2007, the Southpoint Ridge Planned Development Overlay (PDO) Master Plan was approved by the City (Ord. No. 811). A resolution approving the preliminary plat (Res. No. 07-031), the Southpoint Ridge Planned Development Overlay (PDO) Master Plan (Res. No. 07- 032), and a conditional use permit to allow a 48-unit and 42-unit senior housing projects now known as White Pines Senior Living (Res. No. 07-033) were all approved on February 21, 2007. The illustration below shows the Southpoint Ridge PDO Master Plan, which proposed the con- struction of the following structures: • 48-unit senior apartment building • 42-unit senior assisted living and memory care facility • Two office buildings, each two stories with building footprints of 15,000 and 12,000 square feet • Two story office condominium building Background On February 21, 2007, the Southpoint Ridge Planned Development Overlay (PDO) Master Plan was approved by the City (Ord. No. 811). A resolution approving the preliminary plat (Res. No. 07-031), the Southpoint Ridge Planned Development Overlay (PDO) Master Plan (Res. No. 07- 032), and a conditional use permit to allow a 48-unit and 42-unit senior housing projects now known as White Pines Senior Living (Res. No. 07-033) were all approved on February 21, 2007. The illustration below shows the Southpoint Ridge PDO Master Plan, which proposed the con- struction of the following structures: • 48-unit senior apartment building • 42-unit senior assisted living and memory care facility • Two office buildings, each two stories with building footprints of 15,000 and 12,000 square feet • Two story office condominium building Honorable Mayor, City Council, and Charlene Stevens Dominium's Affordable Senior Housing Project April 27, 2016 Page 4 of 17 J \\ -' '_ .�., I.. � \• � ..�� .��,. �`�: ��1 �� ^`}�.11r„�. ' `.�\ �\. , • .i .._,..._ 1 � ' �—- 1 \ \ . • . � • . . ,� �.� r" �� . � � � -� � . /� `°�" � �� - �V1/hite Pines=P_has 2 �� \;.,; .�' ; �� -�� c'� �� ` � . 1�:. • � '� \ - TWO$��t�/ • �` �: - '' \� , :'z. \� \\ `�� -:Office Conc�o �� ..� a,.p.. . , o ��-. .�\ ;�.. `, �',) �,? ti /i��/ � - - ` ��,� . . _; ' '. . ` �_, � . . .� ., � . �'� . ��:\��,.._� White Pines— RhaseMl � ..: � � _ � - \�' J`�q' \�� ' , � ��. ;i y. . � ��,_- E. Point Douglas Rd. � -• o�,� �� . , , !yd-, . � ,�. i'�: . �\� � � Twp St�ry Offi�e �� '12,004 sf- :�� , ��\ Southpoint Ridge PDO �` � . _,..,,a,,,�'�� . . Master Plan February 2007 '., .��` �J �� :� �:�:� �wo Story Office �.:.� �. �� \1�,000 sf. ��;: . ��./, The White Pines Phase 1 was constructed in 2007 and the White Pines Phase 2 was constructed in 2010. A single-family residential dwelling and two accessory structures are located in the southeast corner of the proposed senior housing project site. This 1.633-acre parcel was formally known as the Hill-Gibson House. The property was added to the City's Register of Historic Sites and Landmarks on December 16, 1998 (Res. No. 98-227). On April 3, 2016, a certificate of appropriateness authorizing the delisting of the Hill-Gibson House and property at 7003-7007 East Point Douglas Road from the City's Local Register of the Historic Sites and Landmarks was approved by the City Council. This certificate of appropriateness was subject to certain conditions. Planning Considerations Project Proposal Dominium is proposing to construct 184 units of affordable senior rental apartments for seniors. A minimum of 40 percent of the units will be occupied by persons with incomes less than 60 percent of inedian income. The proposed apartment building has four residential floors comprising of 73 one-bedroom units, 79 two-bedroom units, and 32 three-bedroom units. An underground parking level in the basement level has 132 parking spaces. Ninety parking spaces are proposed outside for residents, guests, and employees. The gross land area for the entire project is 5.02 acres and the overall residential density is approximately 37 units per acre. The preliminary/final plats are named Atkinson Corner. Honorable Mayor, City Council, and Charlene Stevens Dominium's Affordable Senior Housing Project April 27, 2016 Page 5 of 17 The site plan for the proposed affordable senior rental apartment project is shown below. r t> '� ��f; ; ..,.�.::�.� ��{� \ .. , �--''`,ppl�t Do-Y/�• . � �� .� r s t - W '90 r -� E• � •o,.,�.��. � _ ..x:. _ _ ,,,�, � _— � / �� : 1��:�r �J "�: .�/ \\� .. , 1, ��"�..�, m., -*< �...,. ....�._, -�� ,..�._. ,,.,. .a,�. �,,..�_.�..., '•��i}y ... r '��. ",.._. . ' , .., � .< `'' I� .. ..,.,.. --->\\��..��„ ..,._ �� ,E�,� ••., -`- � -- a� � �� ; ��} �'y ... �.>_�.� @, ,.. ._..... �� . `\ ~r;. �l� / y o�`:� .....-- i��l� ....:V µ � -_./� .a.-./� � __ ...o. ye_...,,,. - " / � _. 'o . - - ....�..... � . - • v� '�4 f ,.r s. . i � Site Plan Site Characteristics The affordable senior rental apartment project is located on two lots (PIN 07.027.21.44.0027 and 07.027.21.44.0028) platted in the Frattalone's Southpoint Ridge subdivision and one parcel (PIN 08.027.21.33.0043) located at 7007 East Point Douglas Road. A residential dwelling known as the Hill-Gibson House and several accessory structures exist on the latter site. These existing structures must be relocated or demolished before the proposed senior housing project can be constructed. The two parcels in the Frattalone's Southpoint Ridge subdivision were graded in 2007 and are vacant parcels. Four concrete driveway aprons were installed for these two lots in 2007 when the East Point Douglas Road improvements were constructed. There are some trees along the boulevard of East Point Douglas Road and along the rear lot line for the two parcels abutting State Highway 61 right-of-way. The White Pines Senior facilities are located within the Frattalone's Southpoint Ridge PDO Master Plan, which was approved in 2007. Between these two residential structures, there are 48 senior rental apartments and 42 assisted/memory care units. An aerial photo of the properties proposed to be platted as Atkinson Corner is shown below: Honorable Mayor, City Council, and Charlene Stevens Dominium's Affordable Senior Housing Project April 27, 2016 Page 6 of 17 ::s- : _ � ��/ ■ � s -�� r!R + . •r , :i. � � �� i i� �es s� � �� • � . UTHOOINTRIOGELIC _� � �� ,,,, � �, ix -� �� rv� ' .. 70I7214tOD71 �' - •1 ' J. �� '��"•. s ' •� � . 5S = r__ + S. �,..�. �� s.�fy,a 1�\�� . � � � � �•� Y] . � y_i�'St j�-'4. . t L v� �� . � 1 . r � . "Y� r .�'1.'`�'�y �-�' � � � ,i, „yK `�� • +1°� L� . !�, � \ . . .��. 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'�`...i,. � .3 �K�...•1 `� r �!h� . ' '� I+ • . 1 +''L•7�� ,ay.. �?: E1 !r4�. �. , :! $ � . : .J �'�'� �� .V�,{y��1 ,{pF .+��r'��,�► ` ,r��{�(�,,_� - -'. � _.�'J..�lIi7,:�16��G��;Sa�'Mi�,��::�i�a�yo��d�.•�w�9��l.�� Photos of the Two Commercial Lots Looking South and Southeast Honorable Mayor, City Council, and Charlene Stevens Dominium's Affordable Senior Housing Project April 27, 2016 Page 7 of 17 � ,� � � ,, - �, �._ ._ i� . ' , / � �:�;+, i- �� ';' �, I �\�' �s-.� � � � �� l�� `�� . .1 � � '4 1 ,� ^� , ' , �� e ,; � r. :7ti �. 'r 'r � ;s" � ' . , - . � . ,. , . . , - . , _ , , . �j .. . _,.1 • : _ �. _ _ ' .;�.. •.!-� '�;1�. " _ - yy�; - _ . _ . ....V.� c�.. �Y.!t '�7 r.� -'s�.i4y ''; �.'�i i . .:1 . r. . �i. v - . . aa'�t- �' �' � �s.:.i.. _ ,� �N��ir.r�y •.ib_. �'- u� e� ,�,:.t^ w c` :�<�.' i�'�'V ' yr�., -. • ,i n � ,; ��,'�;:� �.Y-� . ♦..... . .. .':A.f... . ...�� Photos of the Two Commercial Lots Looking West -•:-- � - - .�-��._-.�, r ,., � : ., �.,- r� ,,,,, �• ,.' lI i � T'r ia y � .�.. •ly.� . 4�.f �;��j - J� � _ �� `\ • � i� �.�+� 1 N�'�'�,•�,3_�, 'e , t � 1 ' � � ,�f'w*� . ��,, �Tj��].� At • �_ y' ' ��''�`�-� � , ' `r •».•i: �1.7'-�. . • . �A��r , . - ` j r v +/L �� - � i��1'�: 7! r' , 1 .. ' tpt� �L- � �`+'iy�� ."-'�„�l �i~ i�� 1 � \ ,3*i�fT�` . �!`� Y �.�-► ,��• .. 7 . r,�V, t, � At !� ',�:�'0.`,' , r y/ \ . `y: � . ... .� , r' ��!w � r.� �:.t��'�+,t, a ,, K 'y �;� ��. � ' t.. , . �. .� G ` a, ��' ,:. �� } �� S� ., / �.; •'.'� 1� 7 �� "A�, .�� Y `J . • d 'r., .. , - . � .'.`t �•y,. . , �' ' .��,.-�J . '�� h�� ' '� � - �--.- - fY c i ��ti _ .F'' `' �L .�� •-� / J` .\�� 't � � :1: •�; ��/r.-�t%+ � , ,�,� � •i � `' `' � ��-t�dl�`�C�:r,� '� � , �+f -�'� - ` i✓ �.1�; . ?' � � 1 . .\1Y', � r ��t . : �t ; '��. y.I ` +'` , , '' /~' , _ �`��+v `}' ' 1 - '�•^f ' __ ) '� .tr _��. �.s:f� � ` . �� jY� � �,�- ��rr s.!r . �. �. - ' ��,1 i ty �i*` /�_ . , . .�. `�. .�-r,. ��r'l. �1.1.��I�- i�� . . Aerial Photo of the Property at 7007 East Point Douglas Road Comprehensive Plan The Future Land Use map in the City's Future Vision 2030 Comprehensive Plan designates this area between East Point Douglas Road and State Highway 61, north of 80th Street for commercial land uses. The proposed affordable senior housing project is consistent with the City's Future Vision 2030 Comprehensive Plan. The commercial land use designation for this property and the other commercial lots in the Frattalone's Southpoint Ridge area were designated for commercial development since the approval of the Future Vision 2030 Comprehensive Plan in 2011. Honorable Mayor, City Council, and Charlene Stevens Dominium's Affordable Senior Housing Project April 27, 2016 Page8of17 The proposed B-1/PDO amendment is consistent with the residential and commercial land use mix that the City's Comprehensive Plan encourages. Zoning Dominium is also requesting City approval to amend the Southpoint Ridge PDO Master Plan to replace the Master Plan's two office buildings with an affordable senior rental apartment project. The 1.633-acre parcel at 7007 East Point Douglas Road is proposed to be rezoned from B-2, Retail Business District, to B-1, Limited Business with a Planned Development Overlay. The two platted parcels are currently zoned B-1, Limited Business District with a Planned Development Overlay District. This zoning district was approved by the City on February 21, 2007 for the Southpoint Ridge PDO Plan (Ord. No. 811). The proposed amendment to the Southpoint Ridge PDO plan and the rezoning of the parcel at 7007 East Point Douglas Road is necessary for substituting the two two-story office buildings for this proposed high density (approximately 37 units per acre) senior rental apartment building. The proposed affordable senior rental housing project is consistent with the White Pines Senior Housing project that is also located within the Southpoint Ridge PDO development. The underlying commercial land use designation with a PDO zoning is consistent with the commercial land use designation in the City's Future Vision 2030 Comprehensive Plan. The proposed affordable senior rental apartment project is allowed as a conditional use within the B-1, Limited Business District. Preliminary and Final Plat The subdivision plat name for this high density affordable senior rental apartment project is Atkinson Corner. The gross area for this proposed subdivision plat is 5.02 acres. The new subdivision replats two lots (Lots 1 and 2, Block 2 in the Frattalone's Southpoint Ridge Addition) and plats an unplatted parcel at 7007 East Point Douglas Road. The property is located between the public right-of-way lines of East Point Douglas Road and State Highway 61. No additional right-of-way is needed. The preliminary and final plats for Atkinson Corner will combine two platted parcels (PIN 07.027.21.44.0027 and 07.027.21.44.0028) and the unplatted parcel (PIN 08.027.21.33.0043) into one lot described as Lot 1, Block 1 in Atkinson Corner. The existing drainage and utility easements on the two platted parcels must be vacated and discontinued. The new Atkinson Corner final plat will dedicate the new and relocated easements as required by the City Engineer. The public hearing vacating and discontinuing the existing easements is scheduled for the City Council meeting on May 4, 2016. The preliminary/final plat for Atkinson Corner is illustrated below. The blue highlighted areas are easements that will be vacated and the yellow highlighted areas will be new easements dedicated on the Atkinson Corner final plat once it is recorded at Washington County. Honorable Mayor, City Council, and Charlene Stevens Dominium's Affordable Senior Housing Project April 27, 2016 Page 9 of 17 � � ; . it{ti ' � - - d ` -��. , oa •�— -- -- -- - -- -- -- -- - " Po�nLpoug�a5� , .,.. .. . �- --- T- -- -_-- -- - -- -- East - �-r� _ . . • _• � • �� Lot 1,Block 1 Pa�+ � � Atkinsen Corner • �� - Final Plat .,' . ` o • �• ` � ' Pe,� 2- �' '� • New Easements �V� o __ . � , ' Fas , � �- tPo�nt s� � !,`� -_ �OU�Ia R ate,�,��h� . . .`� ,' , �ad ` d`, ,'. PeroM 3 .. 6,j , ' ' -.>.�- y�" ,,�, .. ..�,,��. -�.� :,�,� ,; \ --�/__ ....._. . .. ..,. ., .. . -- - � ,. ~ .. �,��, _' i�u1� Preliminary/Final PlatforAtkinson Corner Architecture The exterior building materials proposed for the affordable senior rental apartment building are a mix of masonry veneer of cultured or natural stone products, glass windows, and a cementitious or composite engineered siding material that is resistant to moisture. This material generally better withstands hail and other impact than vinyl, aluminum, or steel siding. The composite siding will have a natural wood texture/appearance and is also available in shingle designs. The architectural design for the four-story senior apartment building includes varying exterior wall facades on all sides of the apartment building. The architectural aesthetic features include pitched multi-inclined roof lines, porches, and decks. The cultured or natural stone covers approximately 12 percent of the building's exterior and will be primarily placed along the building's foundation walls. Glass windows will be approximately 22 percent of the exterior wall facades and the cementitious or composite engineered siding materials will cover approximately 64 percent of the building's exterior. The remaining two percent will be metal trim materials. These materials and architectural design will be complimentary to White Pines Senior Housing project located across East Point Douglas Drive. The apartment building's primary main entry is on the east side of the building, facing East Point Douglas Road. A roof-structure canopy 14 feet above the paved access drive surface will be at the main building entrance. An outdoor patio area is also proposed on the right side of the main entrance. Internally, the building consists of 73 one-bedroom units, 79 two-bedroom units, and 32 three- bedroom units. The building also features an entry lounge, offices, library, clubroom, social/ kitchen room, fitness room, TV/theater room, and a salon. An on-site management office will be located on the first level. Honorable Mayor, City Council, and Charlene Stevens Dominium's Affordable Senior Housing Project April 27, 2016 Page 10 of 17 The property will have 132 spaces in the basement parking garage and 90 spaces in the outdoor parking areas for a total of 222 parking spaces. The building exterior elevations are illustrated below. . . r s r 'r "a . . . - -- il _ i�� i_i.Tt'►iy� ��, II f �i ,. � � � � � - i I �� '� � : i:i i�.--1 . c,.-r r:.lr t :i�. r .1' {��i a��lii�`�' '�i��, :�i. i �:.i:-. � .: i .��. . �.�.i '� ;� ��:�, �=j � -F �€ , €� ' �- � ��,� � �W�� : C ; ; �_� �� E� . �_�., �� .- ,- ' �,r :3:d � .��:�� . �_ �_ . � ;..� .r . � c.�: ^�.m ��:_--_.;.a-., `.:,_ South Elevation Facing State Highway 61 �-- - � �' - �- � - " --- � �, - "17� �:� � �•�1� _ _ : �. i:: .� : - „� � � : � I i,D �3 � �+,. � I � ::�1 ::� � i::, , _ , - :j- "r �� °° � � '��; :� ,�:� � � �� e __� � �J � � �.�� __ , n �, �� , i.�/�E'T E__�i-:� �.., West Elevation Facing State Highway 61 �. — -- --- Y '-a t (� - a u a s f Icl� � ._ � " � "� p �i(i , - r „ ,� i(�'7[ - rr rr. ❑�� i.�� u � �F.G: � i �� i�V.� �G � r F- .n 1 I i�iY�.�^T�`��_ �� "��A`q ��t`��L�� L Li . �ll�L�.. .. 4 �� . . � ::_[�� . j �7C "� Fr {� � l. L'l l: ��.. � _- :�\:F"-.E.=;�:ti �'7- ' North Elevation Facing East Point Douglas Road (Main Entrance) s � �� +�5. ti. �T3� � --� — ,� � � �� i�� .�� >>: ��3; �; �� o �, ; � __ �,�=�,o;� �:-�.� �. a +:,. q r. � , � � � �� ,�: �. �� . t:i � �:� , i _� _ �� .:�r�_.�� —� ` - — — ' ^,T E, :!. i'" ` East Elevation Facing East Point Douglas Road The proposed 184-unit affordable senior rental apartment project has four residential floors and a lower level indoor parking garage with 132 parking spaces. The residential density for this five- acre site is 37 residential units per acre of land (high-density). The table below shows the break- Honorable Mayor, City Council, and Charlene Stevens Dominium's Affordable Senior Housing Project April 27, 2016 Page 11 of 17 down of the various living units proposed and the square footage range for each residential unit type. Livin Unit T e Number of Unit T es Percenta e of Unit T es Unit Sizes One-bedroom 73 40% 760-900 sq. ft. Two-bedrooms 79 43% 950- 1,100 sq.ft. Three-bedrooms 32 17% 1,200— 1,450 s . ft. The floor plan for the first level is shown below. A copy of the floor plan for all four levels and the lower level garage are attached to this planning staff report. � � v� � � Offices. Work Room, Madboxes • � .0' c i �y � A � t �� : Main F ��: 't-' ^ _ `�,, �;• Entrance d,r� ' �+ 1 A . : �, p. �. �� - �� - �tl�#� ,�� °, Lobby /��Q n � o ., �G Stainva '�� Great Room �ds Y �Q Elevator Cardcraft �d� lobby � Room Salon and � C, Theater "°� Fitness ' .. � Freight s. Room 7 .$ �� Elevator 1`d e: � �P�� . Stairway � `�' ��" d` :.o,� �;" ' .. � Freight .�` 61 Elevator ,. �Oe - ---;; _ ) � _ e; .n' _ u'�•. . ^ 1 _{(. � .�.y_ ~�� '° a ,, �. � � _ -- « t , ',� "` : no, s ° -0 � First Floor— Floor Plan Parking The property will have 132 spaces in the lower underground parking garage, 9 spaces at the building's front entrance, and 81 spaces on the State Highway 61 side of the building. The city code requires a minimum of 276 spaces. The parking lot and building exterior lighting is required to be downward directed and comply with the City's maximum illumination standard of 1.0 foot candles at the property boundary lines. A photometric plan has not yet been provided, but must be included with the detailed building permit submittal. Accent lighting is also planned to support pedestrian safety while highlighting landscaped areas and building treatments. Landscaping Honorable Mayor, City Council, and Charlene Stevens Dominium's Affordable Senior Housing Project April 27, 2016 Page 12 of 17 The front yard building setback for the proposed affordable senior rental apartment project is 25 feet at the closest points of the building and 15 feet at the closest points for the nine parking spaces at the building's main entrance. The building's average front yard setback is approximately 47 feet. Because of the grade elevation differences between the parking area west of the building and west property boundary line, there is very little green space for landscaping. Landscaping along Highway 61 is at the lowest point of the senior housing site. Landscaping in the low lying areas of the property does little to screen the public's view of the parking lot from Highway 61. A windrow of deciduous shrubs is proposed along the top edge of the retaining wall nearest to Highway 61. This will screen some of the parking lot from public view along Highway 61. The developer proposes to plant the following: 32 ornamental trees 224 deciduous shrubs 10 conifer trees 30 conifer shrubs 71 deciduous trees 113 TOTAL NO. OF TREES 254 TOTAL NO. OF SHRUBS The developer's landscaping plan shows boulevard trees at a 30-foot spacing along East Point Douglas Road. The City Forester recommends a 45-foot minimum spacing between boulevard trees. For this reason, only 21 boulevard trees need to be planted along East Point Douglas Road by the developer. The developer is required to stake the location of each new tree within the public right-of-way and contact the City Forester for inspection and approval before planting the boulevard trees. The landscaping plan for the affordable senior rental apartment project is shown below and attached to this planning staff report. � .. � -� -� -�, ,. ,� � : �. � ,� � ��_ x� .�ck ` '�_��'�cF��" ' ��.."��. -. ..,.�n.vas '��.;ti-3.. �i, . �c l��"i' ��, .�\. .t.x' f l ' � -- . _,`.. �� fl `'~.�n �x .` �� 1 '� /. .... �� Gi '�,i�. � � ;., �� -i�l -- .�.�. E,}-- � � _.. . ��:-}i', . / —{.1 -.... \ � � , ;, _ ........ ':. r: /: :�_...^_._ Q .,,�r � ; , �'� o-' � �� n � � r: '+ _ E,- ;.i ��;� � ` � _ `� .�.� y...-.._.....� � ��`� f �C�--n n .._.... .��r �, �� ,r'��+::-��. �f1 \ ,.. -': � +. r�.�`4',�.'�j7-. .. �� . . � - .. . �;y '�.:� / � [3 'xli;� . � � ..� .rF'Xy) . ..._....— \ �� t �r'.'�• / l ��r. � , y� T... � � �„�r� ��kt . :'� � � �' `� �,�y y , -.-. `+�-�� ' " ... � � i� � �t•�r� -�-� . _ � ' � — ...... � !��,, ''-.,... ---� Landscape Plan Honorable Mayor, City Council, and Charlene Stevens Dominium's Affordable Senior Housing Project April 27, 2016 Page 13 of 17 Tree mitigation is required for the 1.633-acre site located southeast of the two platted parcels. There are 63 qualifying trees existing on this parcel of land; 48 of these trees (76 percent) are proposed to be removed. City ordinance regulations allow up to 50 percent tree removal without requiring tree mitigation. Since 31 trees require mitigation, a total of 62 trees are required to be planted to comply with the Category B tree mitigation requirements (plant two trees for each tree requiring mitigation). If the mitigation trees are not planted, then payment equal to the cost of the mitigation trees is required to the City. Based on the recent boulevard tree replacement contract approved by the City, the average cost for a two-inch trunk diameter deciduous tree is $285. Multiplying the $285 by the 62 mitigation trees required, the payment to the City in lieu of planting the additional trees is $17,670. The tree inventory for the senior housing project is attached to this planning staff report and shown below. � j�. � � �' \ =• ,, — t � � � ~ � � \\ -"Pain� � ��C/�s._ 1 __ — -- _— — -- �. � ' �'�. A �. . --E��t . �Dos.., . I .. t� - — a �.\ -- -- -- -- -- , � .� �. x^- � ' \ 1 . J ' 1 \ •x i .� ' , � . � x I `\ 'a• w `.\� - • .� � � ' 1 , \''. 1 . � . .' � \ sawu . '\ ro . � .�T_ � . �' •• _ �_ `_��`� �: .�, � _ , � .\ `' __ ypy .� . ,at� . . � ' .. ��` t�'' ' '�!' �.F� '�`--' •- y T`—� �. � . .. . +,' � X X X . c�:`+,� '�,�. '� �C 'a .: 'X S�� _ s - �s Y X � � X X: ^X �. � ' � �� A �� .. _X X � �.: ;a�. � X, '" � , X � X X ��'`�; �� X � �� . X . •�`''e;,� , • � . xx ...o.,;\ , � , Tree Inventory Plan The developer for the Frattalone's Southpoint Ridge project was required to plant trees for tree mitigation. The mitigation plan for the Frattalone's Southpoint Ridge project was accepted by the City in 2007. That plan showed approximately 140 trees to be planted on the two platted parcels that are now proposed to be the site for the 184-unit affordable senior rental apartment project. Since not all the 140 tree were not planted, the City is requiring the developer for the senior rental apartment project to pay the City the tree mitigation that was required in 2007. This tree mitigation amount is $39,900 (140 trees x $285 per tree). The tree mitigation plan from 2007 for the Frattalone's Southpoint Ridge project is shown below. Honorable Mayor, City Council, and Charlene Stevens Dominium's Affordable Senior Housing Project April 27, 2016 Page 14 of 17 r: . -•. . ',�j � ��•��- -�... �� __� ` .;;�;. •titi:� •.\'• �\ . � .. •� ` . . . .,: �.�. .,.,:' � • .\ '��, ' • � .+..r / �1� �^a: , \ ,� .. . �:� �! � ` t, '', � . . :\ -�\, '' ' Py',;`�°� �`` ' � 1Nhite�Pines=Phase-2 � � , �1 l, ', �� . -_- �.. • ,' '. . lTWO $1�0t�/ ;�`\ , Z �'\ � .� . \� ' � \�.�'�bffice'Condo�. ; ��-� . ao �� o ., - ' i �� = 'i � �, , � , ..� ��i �`� ' `l' �� . ,_. � ��•. �•�`��,_��,� White Pines— Rhas�1� �'�;\. �.� � . �� . ,. � , � � � ��' � � \��. , . ��` , .S'�%�� - ,� , `k E. Point Douglas Rd. . �, � ---_ -. ; , ,� -�- .� � .� �. �dy., . .r, � -`�/ � `�� 6. ��.. ^�'w St�ry Off'�e �, '�, �l �;;, . . 12,000 sf ,, . � �,,., Southpoint Ridge PDO `, � . _ .,,y�a � \ Master Plan February 2007 '.,\�,` � ��,� ` �� ,; ' ��. �� f��' Two Story L�ffice � �� . � � \1�,000 sf:, , � � � �� %.; . �./ ; . / Frattalone's Southpoint Ridge Mitigation Plan -2007 Transportation and Pedestrian Walkways The proposed project is bounded by East Point Douglas Road (local street) and State Trunk Highway 61 (arterial highway). East Point Douglas Road will provide public access to the proposed affordable senior rental apartment project. Access connecting to State Trunk Highway 61 is prohibited. A chain link fence five feet in height exists along the State Highway 61 right-of- way. This chain link fence will remain in place, even though the senior rental apartment project will require the construction of a 1 to 11 foot tall retaining wall that will be 8 to 34 feet from the existing chain link fence. The City will discuss with Minnesota Department of Transportation (Mn/DOT) the possibility of allowing an emergency access connection from State Highway 61 to East Point Douglas Road. This emergency access would be constructed to permit public safety vehicles to safely travel from the highway to East Point Douglas Road in the event Public Safety cannot reach properties along East Point Douglas that are south and west of the East Point Douglas Road and Hardwood Avenue intersection. A gate or similar barrier would need to be installed in Mn/DOT's fence. There is a concrete sidewalk on the north/east side of East Point Douglas Road that extends from White Pines Senior Housing site to Hardwood Avenue. The City's Technical Review Committee did not see the need for another public walkway paralleling the south/west side of East Point Douglas Road. In lieu of a sidewalk along Dominium's affordable senior rental Honorable Mayor, City Council, and Charlene Stevens Dominium's Affordable Senior Housing Project April 27, 2016 Page15of17 apartment project side of East Point Douglas frontage, a cross-walk at one of two private access drives connecting to the Dominium's affordable senior rental apartment project's main building entrance must be installed at the developer's cost. Utilities The subject properties are within the Metropolitan Urban Service Area (MUSA). All city utilities in this vicinity provide the necessary capacities to serve this proposed senior rental apartment pro- ject and the existing uses and future development along this segment of East Point Douglas Road. A portion of the existing sanitary sewer and stormwater systems must be relocated around the proposed senior rental apartment project. The developer is responsible for the costs to relocate these utility systems. Certain existing public drainage and utility easements platted on Lots 1 and 2, Block 2 in Frattalone's Southpoint Ridge Addition must be vacated. A public hearing vacating these ease- ments was scheduled for the City Council meeting on May 4, 2016. Approving the Atkinson Corner preliminary and final plats will provide the new public utility and drainage easements as recommended by the City Engineer and/or Public Works Department. A maintenance plan for the underground stormwater storage located in the southwestern corner of the property will be required to be submitted to the City Engineer. The City's Finance Department reported that all the public improvements costs for the Frattalone's Southpoint Ridge project in 2007 were previously assessed to each lot within that subdivision. These assessment costs included storm water facility, waterworks, and sanitary sewer area charges. The assessments were paid in full for each of the lots in the Frattalone's Southpoint Ridge subdivision. Area charges for each of the three city utility systems are required for the 1.633-acre site at 7007 East Point Douglas Road. The total area charge payment to the City for these development fees is shown below. City Utility 2016 Rate Acreage Amount $3,071.00/acre Waterworks Commercial Rate 1.633 acres $5,014.94 $1,953.00/acre Sanitary Sewer Commercial Rate 1.633 acres $3,189.25 Storm Water Facilities �10,439.00/acre 1.633 acres $17,046.89 West Draw District TOTAL $25,251.08 A retaining wall varying from one to eleven feet in height will be constructed along the west side of the affordable senior rental apartment project's outdoor parking lot that abuts the State Highway 61's right-of-way fence. This retaining wall will encroach upon the ten-foot wide drainage and utility easement for the newly created Lot 1, Block 1, Atkinson Corner plat and will be approximate one to two feet from the westerly property line for this senior housing project. The City Engineer and Technical Review Committee members did not express concerns because of the existing drainage swale within the highway right-of-way. An illustration of what the retaining wall might look like from State Highway 61 is shown below. This illustration does not show the existence of Mn/DOT's chain link fence along the highway right-of-way line. Honorable Mayor, City Council, and Charlene Stevens Dominium's Affordable Senior Housing Project April 27, 2016 Page 16 of 17 s :,, • , . '"�' ��. . ,�.,i��lr,�►. � 1 `� . � - - r. ... ..�... �� , � 1�1 1�. : � , � � � , . 1 1 � , �_ . � � - ��'��. �� ' . � � �3 - Illustration of Retaining Wall from State Highway 61 City Department Review Representatives from various City Departments reviewed the proposed affordable senior rental apartment development plan at the Technical Review Committee meeting on April 13, 2016. The only recommendations or comments made at the meeting was ensuring that the elevators are adequately sized to accommodate a standard-sized gurney, the canopy at the front entrance will have enough height for an ambulance pass beneath, and investigating the possibility for an emergency access drive between the north-bound ramp onto State Highway 61 and the East Point Douglas Road cul-de-sac. No comments or recommendations were received from other advisory commissions. Public Hearing Notices The public hearing notice for the April 25 Planning Commission meeting was published in the April 13, 2016 issue of the South Washington County Bulletin. Notices were mailed on April14, 2016 to 11 property owners that are within 500 feet of the proposed project. To date, no written comments have been received. Recommendations 1. Hold a public hearing to vacate and discontinue existing public utility and drainage easements located within Lots 1 and 2, Block 2 in Frattalone's Southpoint Ridge 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 the resolution approving the vacation and discontinuance of all drainage and utility easements within Lots 1 and 2, Block 2 in Frattalone's Southpoint Ridge 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. 3. Adopt an ordinance rezoning the zoning classification for property at 7007 East Point Douglas Road South (PIN 08.027.21.33.0043) from B-2, Retail Business to B-1, Limited Business District with a Planned Development Overlay; and amending Resolution No. 07- 032 to change that portion of the Southpoint Ridge Planned Development Overlay Plan located on Block 2 in Frattalone's Southpoint Ridge Addition from two office buildings having 12,000 and 15,000 square foot building foundations with two stories each to a four-story affordable senior rental apartment building with 184 units; and Honorable Mayor, City Council, and Charlene Stevens Dominium's Affordable Senior Housing Project April 27, 2016 Page17of17 4. Adopt a resolution approving the Atkinson Corner preliminary plat for a five-acre parcel of land. The plat consists of one lot that will be the site for the proposed affordable senior rental apartment project, subject to conditions as recommended by the Planning Commission; and 5. Adopt a resolution approving the Atkinson Corner Addition final plat consisting of one lot, subject to conditions; and 6. Adopt a resolution approving the site plan review and conditional use permit for an affordable senior rental apartment project with 184 affordable rental senior apartments, a four-story residential apartment building with 132 indoor parking spaces in the lower level and 90 outdoor parking spaces all located on approximately five acres of land. Attachments: - Preliminary Plat - Final Plat - Draft Resolution Vacating and Discontinuing Easements - Draft Notice Vacating and Discontinuing Easements - Draft Ordinance Rezoning from B-2 to B-1/PDO and Amending Southpoint Ridge PDO Plan - Draft Resolution Approving the Atkinson Corner Preliminary Plat - Draft Resolution Approving the Atkinson Corner Final Plat G R O U P Architecture Interior Design Landscape Architectur� Engineering � Boarman Kroos � Vogel Group Inc. . 222 North Second Street • / / Minneapolis MN 55401 Telephone: 6 I 2-339-3752 EXISTING CIVIL LEGEND PROPOSED Facsimile. v � 2-339—�2 � 2 � SANITARY MANHOLE • �NWw . b k v r � u . 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I G�� q CT• C I T Y = H A�� tr, S c »— STORM SEWER C3-1 GRADING PLAN _� _� ��, �, �. �, �� o - C3-2 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) � ; P q��° IE�P�°� , � q,,z� � y NEMIN GWAY y�� +�NF��"�',�y� � WATERMAIN � w 81st s � �a• 39 ,:� e � F q 9 L F S T E A� .� �7IXQN I � �� \U�%� F,• v P J�,. �'Th, y�, F =�. q�� l FM— FORCEMAIN FM C3-3 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) f a 57�5� �� a Qo� ti��,p tiq �'�o �s� _ ,�,� Qo � a �� ,D � �L,.�, F p� �c�, Q �c�,�, � DRAINTILE » DT— C4-1 SAN ITARY SEWER & WATERMAI N PLAN � � �-° �- �� '' � � �`��-. � � s2na sr � �'� �, � ��P s�, � � �vE' �o� � �� s � � SILT FENCE C4-2 STO RM S EW E R P LA N �3 rd s�� -� � �`� P � CURB & GUTTER -� PRELIMINARY PLAT GARY [JR, � � a `�' , gqth 5Ta5a �`�� C, � �� _ _ = RETAINING WALL D I1��II 1 C� - � a .I� �, -2��C' ° P � � � C8-1 CIVI L DETAI LS � y � o '-` � u� J' h'D �� l� TREELINE � e '� � � � c�a � � � � � g A�t t� S�. FqS.� �.� o.� o � cri C8-2 CIVIL DETAILS a w � a � a � � a � �; � Q� _ _ __ _ _ _ 18th a Q AV E;; 85th ST, 5, � � � � �, ,Z,� � z� EASEMENT LINE Q � � F,S f-. � � a 3 T �, p '�! � � SETBACK LINE — � — � — � — L 1 0 0 S I T E/L A N D S C A P E P L A N & L A N D S C A P E D E T A I L S � o , m � � � � $s � U � w �- m o �`" �4 � z '�h y �~� � ISSUE # DATE DESCRIPTION FENCE LINE X X— A 10 0 L E V E L P 1 - R E F E R E N C E P L A N J � `� a � o � � � q � = S'� s � A�I� A�Iti T R q � 04/08/2016 ��t Submittal � � a ,r ,� Q � o � � T T ��, UNDERGROUND TELE y A101 LEVEL 1 - REFERENCE PLAN � � � � �� Jn � �' � �� °�' �a`�� A� UNDERGROUND GAS A102 LEVEL 2 - REFERENCE PLAN OVERHEAD UTILITY A103 LEVEL 3 - REFERENCE PLAN A104 LEVEL 4 - REFERENCE PLAN A400 CONCEPTUAL ELEVATIONS � `v � � � �� '� G O � P ROJ ECT T EAM � � � 5 � O OWN ER / DEVELOPER G DOMI N I UM PATRICK OSTROM 2905 NORTHWEST BLVD, SUITE 150 postrom@dominiuminc.com PLYMOUTH, MN 55441 TEL: 763-354-5644 WARNING: CIVIL ENGINEER THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL CERTIFICATION EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN LOUCKS PJ DISCH Iherebycertifythatthisplan, specification or report was prepared by me or under my MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. 7200 H EMLOCK LAN E, SU ITE 300 pd isch@loucksi nc.COf11 direct supervision and that I am a duly MAPLE GROVE MN 55369 TEL: 763-496-6736 Licensed Professional Engineer THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651 -454-0002 AT � underthe laws of the State of Minnesota. LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE ARCH ITECT DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED BKV GROUP MATHEW NUGENT PJ Disch, PE DURING CONSTRUCTION AT NO COST TO THE OWNER. 222 NORTH 2 N D STREET, SU ITE 101 mnu ent@bkv rour�1.com 49933 �oc%c/16 g g I" License Number Date MI N N EAPOLIS, MN 55401 TEL: 612-339-3752 DATE 04/08/2016 DRAWN BY SRT CHECKED BY PJD LAN DSCAPE ARCH ITECT COMMISSION NUMBER XXXX.XX CALL BEFORE YOU DIG! SHEET TITLE BKV GROUP BRADY HALVERSON � e r tate n e a. 222 NORTH 2 N D STREET, SU ITE 101 bhalverson@bkvgroup.com COVER (( MI N N EAPOLIS MN 55401 TEL: 612-339-3752 (� TWIN CITY AREA: 651-454-0002 � SHEET '++��+ TOLL FREE: I-800-252— I 166 V SHEET NUMBER � N � X O M � O 2015 BKV Group, Inc. EOE > Y m � � � „ / \ : — � , / � � \ � � �� \ �� SMH V \ / / J RIM=801.84 — � ao \ r� eoti�� _� e°�� _ �'� / • � • � � / , � �r �� ,� � � °�a o $ \ -STMH , � i/� �� \ / . • � � . 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LAND SURVEYING �a�5 ,� � \ � ' ,'`' ��, X � � ' / / ` � \ Ir � . LANDSCAPEARCHITECTURE � x \ •3°P� .2�� / i � � _ � / v r � �� / '� \ \ o g � n 809 ' c,+� �o � �� I � � I ENVIRONMENTAL + �� / N a � �� °�. i � ' � 6 �j / �� \ \ i . X��6 �'p , ��6, � •3'PI .g��P� X X� x 0�5� � V� �� X 0�a ' � / � �X o\� J , % / �i --------- � o�� 08 / ao�. �,� a o ,,,,.------- -----______ _ � � �� I 7200 Hemlock Lane, Suite 300 . � � � \ � ��> � Xa°6� �� a°"� °� \ ��' -�,3-CONSERVATION EASEMENT ��' ��' Maple Grove, MN 55369 \ � '3��P� � � '� o�`' ,- `� �' �' PER DOC. 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Xao� i �� < < le\P 1'� , i ., � s�i �& a°� � X a a��O �x ��ti� � . / o i u � o�� r ��) I � c, �� >� �s �. � o� X o� �is.ssl�' � ��2�,Pi SO ll 09 W i a � �� ' �' � I *�s /�• X� � snaH--� ia.os �_IP' �\� �, � �r i c aoti. .-sMH ,��, ,� � ' ` �� Bl7 \ k �gg5 RIM=801.31 � I � 2tix X7� ��gg2 �G � / RIM=803.11 . � i � � < • �y� \�/ \ �ga x INV=790. S � t 2'PI ��V �� / � �� + � � INV=790.86 `� �+ I ` �., � � � �� x � 5� 4( ) `� 2�� 0 ��'6I a�� re R�O) �r � ' �� ,�� 9�ti �\ \ \ X'Ig � Xa� INV=793.2(NW) ��2"ST � �il oti� �g� o � `� � � -, � i x� � C�j' \ g�S � 6�x INV=792.2(N) � M) y cVl x0 y 8pQ �b�� \ \ e � � � �;� � �7 p17��\ \ �9p � x� � `� ��`' � �o �o0 5 q, X � BO/ � g� �c5 � ' `' �, ,, NEIy extension of the z Pi I ? g \ / � � e 4 f � \ � �2��p� CAP� �9°'" � ao`L �5\ I '�r �, �gg� 5 NWIy line of Porcel 43C---, / z'P 17255 � X �� ;;�� APp .-cB � o , N � ��yCp\ \�� \ x X�05 Qh�x �� S � ) x a� X�o��O •8'TR s 18"TR �ti. I x`�� `L2 \ � p��M(OC�?„ / RIM=803.44 � �66�l0 W 2/4.50J ory� �0 ?j6, \ � �g'16 6 � \� �PI � / �_ x a I ��'S6 � �cr ,� ��,��,,,,,,��_ o�� iHc wM � iNv=�ss.ss � S66 4735 W 2/4.59 t�,, � o�, � ]/ x ��o / 1 a� � SMH •'2'SP �Oti ��' � X� i RIM=803.38 \ \� `\ �i� ,� \ � � �� X � �Cg � x I RIM=802.00 •�8°TR •12"TR 4 B g°'0 �oS ��Ox�� CB � � \ �\ � � � • � � • �' � � �y� � INV=789.5 � �� 5� PfR ST l \c.�\ a\ g� ` S o� �� 0 � S o� M �A/ B/T �o � INV=799.08 � � � •-t 5 �g � I V x� 80 S O�' a '�i �Afl �a0 J l \ � ? � O � 2 ;; NG N � / � CADD files prepared by the Consultant for this project are � i x�g� � ,�� g0� X ��;s ��TR � � _ -��-'EXC fl0/I t0 �16"SP � 0 �� °� \�C � i� \ , ' \ instruments of the Consultant rofessional services for use solel ' � � \ \ �� ¢\ � � �2��P� X� i � --- � /I 80,� a� 0.3a � �oti �� / \ I P v + 9y,��y Z�P� �<Q� ;'k�� g � � Parcel 3 •I6"TR / � / �m �� 26 �� \ i 6 � / with respect to this project.These CADD files shall not be used � \�� c�'\ STMH-� �1 ga� / � A' g x!,$'j o `�� ' / a�� on other projects,for additions to this pro�ect,or for completion O � � 'l � 'I �: 4'M�� d N .i�� . �� 2 B � X �� / P 1 Y \ as � RIM-793.80 � °� � • O � a / ermitted to obtain co ies of �r • \ � S�\��\ •2 PI g INV=788.7(NE) 1 'I'TR��p� \ti'h\��i. / 14'SP r' � �o' � a�(�' O/ o S �5 1-r \ ? I •`��ry � \ of this roect b others without written approval by the X 1 14°TR 2 �y� S�,J `b 0 h 'L Consultant. With the Consultant's approval, others may be e • v� i / 0 ' 2 � x k� 5� � /?y-N � \ �g INV=78&4(SW)�9 �a,� � �O � I6"Tk 2 •g"SP •10"TR � 2 a '� ¢ 8� �� R� a� the CADD drawin files for - 5 x 'Ig I �� 'h �h 20"TR 3 �0 1 0�. / 1 �� 2 x j P P 9 `�� O J9O �� fi \\ , x � / y,�5 ` \�0� ' ` � , � a0� � � � X a�\�°' � � �\ / formation and reference only. All intentional or unintentional � ,�g'�� i �iS � 0 =18'TR 2 ! `� �S(j� B � o i a \G revisions, additions, or deletions to these CADD files shall be � \ /� � X I �0� ��' �1� •14"TR / \16°TR �� + O�s� � ��/ 14�� X y�he �`� �� [S23/4 50 EJ 05� � made at the full risk of that ar makin such revisions,additions � . �1' ' �� I / \ • 'A � 8°SP '" O G 6 0 � x 0 / P tY 9 S c� '�'� �� 'i � b � .� fP � � ti 5222725EX • -� �g5� � \ � �0 � STORM INV-� ��• � �o'�j� � •14"TR 3 �, �2 � �0`� ��,`� � � �/ 4"TR �O/p�¢ �X � 5 c_�___ 6 or deletions and that party shall hold harmless and indemnify the �- x � 787.47 � � 4� •12'TR � • •I6"TR �' 2� 8 .3.3�' �` �5� Consultant from any&all responsibilities,claims,and liabilities. , � �� \ 1 � �M�__ �� X 2o"TR �o o ��. !. /. xa ao l osr a �_�i � \ x ��P�s�\ .\ •�� + APPR�PER MAP�� X L/��? .�p��7R 3 �� I � m '� /� a �� % Q J, 8�� I 12'TR 14�� 8�4 �6 / g x 8p.s � : � • � �1e-�k,.� � i SEWER L< �gtig � /g5ti ��-- ' 3 �a°`? � ti� a o��\� '� '`� �pti• I �.14�� X �02 55 � >9 � � 7e� \ � _ sMH--- X(� � SEIy line of ' P��l � � � �. .a e � � � B � �05 o,ti �c � . � � y4�s fRATTAL�VE'S o w A �� 6 �°ti � `��2 �oa �'� 10"TR # � °`' 11/19/15 DRAWING ISSUED '�b a' RIM-795.15 1 � I � N x i 0 �T � ]9 � � \ ?�i <. 6) INV=789A g�5 X (��J SOUTHPOINTE RIDGE � � "� g�' d° ° p y •IB'TR � 28"T� ti:5 0 14889 j 6 � ' �< �< '� �ag2 �°'• � � 0 6• �� . �3, � � � � e� •is•nt 2 oti. 11/30/15 DRAWING REVISED �9) � �.i LJ �65 �1-\ X ss��TR� 11 5 g2. � � ' �o�a X $ +� . � \ `\ 60? •16'T'2 x� �o ti S •8 TR •8'SP � 0� \ `,�� ., \ � � 9�0 �� .iZ,�� yg o r \ � �..,A ao�5 6 �} � ag aos 03/31/16 UPDATED T0 INCLUDE LOT i / \ � 71707 E fbht Doug,ha Ra S �? .r� p �' `' \ �"--- _ �5 � �' o° �°� ' _� 9��X \ � Most Nly come� �� •is°TR � ��2�� r� „_ � i'`� - �-�___ � � X \ TO EAST & 2016 ALTA NOTES - � � of Porcel 43C-��" . 3ns �9�� o�d:Md,�•e�k:;� •iz'sP 5 ',� e° � �a°�_ o� �,ed a o •12'TR � � a • u�9 •16"�� 04/08/16 REVISED SHEET SIZE � \ � \ \ o� 1 �\�\ g�� ,� ��„� �� ,o� 6 ry�,y �\ ___r�ao�ti _ a� �� o � gg pN g6� � ` �� \\ � � ,` �// .p � k�'j�� \�`g �,fl ",� � $01 ��- a ___ `' �' •a, / c9 \ 0� �i�-�_� r X 6�, �Q � � '1 � ��O ��j �.9 \ X� " � � 6� - / \ \ � �_`-'� \ � / i� a X � � �c \� s � � a°` �zs"nt �� 80� ga� �o� � � x�31g50 �, a�'` �\ \ / _ SMH-� � � �� ,�� I •ia'rR •io°sP .i2•sP �� 9 X '� / �35��W �W� � � �� '�, �g �� RINV7988.7 i � �, \ � � \� �� o Tz ' •io sP •10'TR ��SP„ _ \�� . \� �ga6 ,9 g��TR °N 9,� �60 �66��'1� i � �x � � � �to \ �. \ � i \?�� I �g`�6 `9� is rn o � \ �g$ X� 0a. � X ��SQy_, �\ �y/�� \�sD l,ys� �, �o��/ ,S��9�� 8"T.: •I6"TR�`\ \\\ •18��TR 35q� X�gS`' ro �. \� I^ � 0�1 y+x,�46� � �\�� ,o�,.000ys.��o?�\ k ` g�\ ,�� g 6 �\ �9� 566 T ¢ �' P��Or � \/ • x� �24"TR \� •10'TR \� ON �g`L� 707/E Polnt Daugres Rd. S � � \ tio F ?g/ j� g � / x P�JD80272LI300/l ��' \ `��6/��` �J � �k „y�, IB"TR � •��"TR 3 7g6 Owner. A k E M►sa6nenta LLC � , ,. ,8��__�� sMH-%� \\ \� � �� 795 �N 794 ��o \ � !+ . �.� RIM=794.65 � \ �\ � g3 � INV=788.46 � ` �, �� 24� N�. y, \ m \ g,y`b �•F 9h� I 'Oa-'Pos � `� ON \ x� ///�� \ %/ ��r,�,�2� \h \ � •I6'7R �\�-� \\ SURVEY LEGEND - EXISTING CONDITIONS ��? \\ ,�� 9 �� \�� g2g �,�Point of Beginning � CATCH BASIN m CURB STOP »—STORM SEWER \ � / ,q�1 s ��' CAA,�I 775 --'� � ��• ��j�J 9Q •_.�� €Parcel 3 ocs CONIFEROUS TREE � \ , •• „ //��y� _ c�5p0�0� �� . . QO STORM MANHOLE OUTLET CONTROL STRUCTURE � > SANITARY SEWER � �, ,t; ,�� _ � • • • • - ,y� � �` � � // � 5 Owner: Ott flromcs k Pamdo J �\ I hereby certify that this survey, plan or report was Q SANITARY MANHOLE ��P DUCTILE IRON PIPE I WATERMAIN � ,� � �� , � �� ; �,,, � � _ prepared by me or under my direct supervision and that ❑❑ OUTLET CONTROL STRUCTURE P�� POLYVINYL CHLORIDE DECIDUOUS TREE ELE UNDERGROUND ELECTRIC � '�%��"�;,-y� � \ _ _ � am a duly Licensed Land Surveyor under the iaWs of \ I � ��y g,� �� \`Most N'ly comer the State of Minnesota. � WATER MANHOLE RCP REINFORCED CONCRETE PIPE O DENOTES I/2 INCH X 14 INCH IRON cas ��/ �/ �I',l` ,��,�-'�� r ` -N �� UNDERGROUND GAS / , , of Parce/ 43D � HYDRANT sAN SANITARY MONUMENT SET, MARKED "LS 17255" rE� UNDERGROUND TELEPHONE � �� ' ` �-' s, ` .""'�' � "e rv�.Neisan-P ' �' ` -=' '' License N 17255 D4 GATE VALVE T� TOP OF CURB • DENOTES FOUND I/2" IRON PIPE x x—CHAIN LINK FENCE o� �� ,� �,`�(_'' � �� 0 40 80 Date 11/19/15 ❑T TELEPHONE PEDESTAL �Nv INVERT � DENOTES FOUND REBAR � RIGHT OF ACCESS �� + � �% I � \- • . • •• �" � �f LIGHT POLE TR DECIDUOUS TREE B1915 DENOTES MNDOT R W PLAT CORNER CONCRETE CURB �� SCALE IN FEET / � CONCRETE \ • \ \� \ Pro ct P aj�ect No. 15-HN -� SIGN [ ] RECORD K97�5 SPOT ELEVATION ° a � � 1 $�2 CONTOUR Drawn By MS Checked By HN Field Crew TV . - SURVEY REPORT The property depicted on this survey and the easements of record shown hereon are the same as the property and the easements described in the Commitment for Title Insurance issued by Commercial Partners Title, LLC,as agent for Old Republic National Title Insurance Company, �H"la �U��" o' ww� File No.50395,dated September 28,2015 and File No.50994,dated February 23,2016. , � � m �atn�sT. MFpooW �; w oQ ¢� Y � n CRASS n �� S'� � a �n o Q a DESCRIPTION OF PROPERTY$URVEYED 1) The following remarks reference items in File No.50395,Schedule B, Part II-Exceptions of the herein referenced Title Commitment: " � o �� _; HI� (Per Schedule A of the herein referenced Title Commitments) Nos. 1 -10 do not require comment. m � G �, No. 11.Drainage and utility easements as shown on the recorded plat of Frattalone's Southpoint Ridge. Easements shown hereon around Lots 1 &2. ``� w Title Commitment File No.50395,dated September 28,2015 No. 12.Rights and easement in favor of the State of Minnesota,acquired in Condemnation,as evidenced by Final Certificate dated July 27, 1960,filed '� n;�u � September 20, 1960,as Document No. 15211. Right of access shown hereon along Highway No.61. ��= _ Parcel 1: ALTA/NSP$OPTIONAL TABLE A NOTE$ No. 13.Terms and conditions of easement for ingress and egress purposes as set forth in Quit Claim Deed dated December 5, 1980,filed April 20, 1981, as Document No. 57003. Easement is FqsT o�onKWoo � aqR� (The following items refer to Table A optional survey responsibilities and specifications) not shown hereon. It is located north of the subject property. ' ST. pOINT ITE o avE. DR.`S 79tn Lot 1, Block 2, Frattalone's Southpoint Ridge,according to the plat thereof on file and of record in the Office of 2) The following referenced items in File No.50994 Schedule B,Part II,are Exceptions of the herein referenced Title Commitment: �� \ oou � ` +°�., the Registrar of Titles in and for Washington County,Minnesota. 1. Monuments placed (or a reference monument or witness to the corner) at all major corners of the boundary of the property, unless already marked or referenced by existing monuments or Nos. 1 -8, 16,and 17 do not require comment. � ��qs ', HAROW000 � witnesses to the corner are shown hereon. No.9. Easement for hi hwa ur oses,in favor of the Count of Washin ton,ac uired in Condemnation,as evidenced b Final Certificate dated June 9, 1927,filed June 16, 1927,in Book 111, , �� r, ( 9 Y p p Y 9 q Y 102 m � � - - - � 2. The addresses if disclosed in documents rovided to or obtained b the surve or or observed while conductin the fieldwork are shown hereon. -- '�= Torrens Property � p Y Y � 9 Page 192.Shown hereon,south of the property in Hwy.Nos. 10 and 61. tiq Qe� -__-- - ---- M Torrens Certificate No.64685 3. This property is contained in Zone X(areas determined to be outside the 0.2%annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 2705020405E, effective date of No. 10.Terms and conditions of Grant of Easement,in favor of Minnesota Pipe Line Company,a Delaware corporation,dated October 7, 1954,filed October 19, 1954,as Document No. ;��IFR �� oti�� February 3,2010. 178075. Easement appears to be northwest of the subject property and is not shown hereon. �S 00�,�� 39 �e Q�' N Parcel 2: 4. The Gross land area is 211,585+/-square feet or 4.86+/-acres. No. 11.Highway right-of-way easement as shown in instrument dated July 1, 1954,filed November 4, 1954,as Document No. 178329,in Book 192 of Deeds,Page 78. Not shown hereon.This � ooJ� 's'vu � 5. BENCHMARKS: Elevations are based on MNDOT Benchmark Name:WILLIAMS, GSID Station #89102. Located in Cottage Grove, 0.24 miles NW along Hwy. 61 from the junction of Hwy. 61 document is a Warranty Deed describing property that is subject to a Highway Easement.It is not an easement document. �o�,r` ��o° o� �,�\ jLot 2, Block 2, Frattalone's Southpoint Ridge,according to the plat thereof on file and of record in the Office of &80th St. S./Grange Blvd., at Hwy. 61 mile point 126.42, 63.2 ft. NE of northbound Hwy. 61, 85.4 ft.SW of chain link fence, 70.6 ft. SW of NW corner of reinforced conc. Pipe apron, 93.3 ft. No. 12.Right-of-way of Trunk Highway No.61 and access restrictions as shown on Minnesota Department of Transportation Right of Way Plat No.82-19 filed September 11, 1978,as Document � ��, � �`�p � the Registrar of Titles in and for Washington County,Minnesota. NW of light pole, 1.3 ft.NE of witness post. Elevation=787.71 feet(NAVD88). No.379980,and Minnesota Department of Transportation Right of Way Plat No.82-20 filed September 11, 1978,as Document No.379981. Shown hereon along Highway Nos. 10 and 61. �e�P� �`�'� c�n Site Benchmark:Top nut of hydrant located approx.64 feet NW of the NW corner of the subject property. Elevation=804.48 feet(NAVD88). No. 13.Terms and conditions of Utility Easement dated October 12, 1982,filed November 17, 1982,as Document No.437987. Shown hereon lying northeasterly of MNDOT R/W PLAT No. �, s � � �� Q Torrens Pro ert b a . We were not rovided zonin information b the client.The information shown hereon was researched to the best of our abilit and is o en to inter retation. Per the Ci of Cotta e Grove s � aatn sT.s.; ,� � p Y � ) p 9 Y Y p p tY 9 82-20.Temporary Construction Easement expired 12/31/83. � Q Torrens Certificate No.64686 Zoning Map,on 03/29/16,the zoning classification for the subject property is as follows: No. 14.Rights and access restrictions in favor of the State of Minnesota,acquired in Condemnation,as evidenced by Final Certificate dated May 4, 1984,filed July 16, 1984,as Document No. � > w �' N '^� �; gqtt,sT. � Parcels1 &2:Zone B1, Limited Business District with a Planned Development Overlay. Parcel 3:Zone B2, Retail Business District 467758.Shown hereon along Hwy. Nos. 10&61. ` S a a' ��n�� Title Commitment File No.50994,dated February 23,2016 Setbacks: Front 30 feet,Side 10 feet(interior);30 feet(adjacent to R district or a street), Rear 35 feet;75 feet(adjacent to R district). No. 15.Terms and conditions of Conservation Easement dated November 10, 1997,filed December 1, 1997,as Document No.954996,by and between Hugh D.Gibson,a single person,and Q 7(a). Exterior dimensions of all buildings are shown at ground level.There are no observable buildings on Parcels 1 and 2. the Minnesota Land Trust,a Minnesota nonprofit corporation. Easement is blanket in nature and is not shown hereon. U Parcel 3: 8. Substantial features observed in the process of conducting fieldwork,are shown hereon. No. 18.Terms and conditions of Grant of Easement dated Au ust 30,2007,filed Se tember 14,2007,as Document No.3661810,b and between Thomas J.Ott,a/k/a Thomas John Ott,and M9. There are no stri ed arkin stalls on this site. g p y � p p g Pamela J.Ott,a/k/a Pamela Jean Ott, his wife,and the City of Cottage Grove,a Minnesota municipal corporation. Shown hereon at the southwest corner of Parcel 3. � Those parts of the Southeast Quarter of the Southeast Quarter of Section 7 and the Southwest Quarter of the Southwest Quarter of Section 8,Township 27,Range 21,Washington County, 11. We have shown underground utilities on and/or serving the surveyed property per Gopher State One-Call Ticket Nos. 152992459&152992968.The following utilities and municipalities were 3) The Surveyor was not provided easement documents for the subject property except for those shown on the Survey. � Minnesota,described as: notified: 4) Snow and ice conditions during winter months may obscure otherwise visible evidence of on site improvements and/or utilities. p 5) The bearings for this survey are based on the Washington County Coordinate System. c� Commencing at a point on the West line of said Southwest Quarter of the Southwest Quarter of Section 8, distant 33.00 feet South of the Northwest corner of said Southwest Quarter of the CITY OF COTTAGE GROVE (651)458-2808 CITY OF ST. PAUL PARK (651)459-9785 i b) I am not aware of an observable evidence of this site having been used as a cemetery. � Southwest Quarter of Section 8; thence on an assumed bearing of North 89 degrees 00 minutes 10 seconds East, along a line parallel with the North line of said Southwest Quarter of the DEPARTMENT OF TRANSPORTATION (651)366-5750 COMCAST (612)522-8141 7) There is a chain link fence that falls southwest of the ro er line and on a southwest ro ert corner. Southwest Quarter of Section 8, a distance of 561.00 feet;then South 7 degrees 59 minutes 50 second East, a distance of 786.72 feet;thence South bb degrees 00 minutes 10 seconds West, a KOCH PIPELINE CO LP (800)688-7594 ROGERS COMMUNICATIONS (877)459-2690 p p � p p y � � � distance of 214.50 feet; thence South 23 degrees 14 minutes 50 seconds East, a distance of 33.00 feet; thence South bb degrees 00 minutes 10 seconds West, a distance of 379.50 feet to the WASHINGTON CO TPD (651)430-4300 ZAYO GROUP (952)230-9430 Q CERTIFICATION o point of beginning of the land to be described;thence South 55 degrees 00 minutes 10 seconds West, a distance of 47.91 feet to the most Northerly corner of Parcel 43D, Minnesota Department CENTURYLINK (855)742-6062 XCEL ENERGY (651)229-2427 N of Transportation Right of Way Plat No. 82-20, according to the recorded plat thereof;thence North 57 degrees 31 minutes 02 seconds West, along a Northerly line of Parcels 43U and 43C, said "'� �. �,�. To Cottage Grove Leased Housing Associates I, LLLP, a Minnesota limited liability limited partnership, Southpoint Ridge, LLC, a Minnesota limited liability company, Anchor Bank, N.A., a national � • Minnesota Department of Transportation Right of Way Plat No. 82-20 and along a Northerly line of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19, a distance i. Utility operators do not consistently respond to locate requests through the Gopher State One Call service for surveying purposes such as this. Those utility operators that do respond, ��•�"•'-��S► bankin association and Commercial Partners Title LLC as a ent for Old Re ublic National Title Insurance Com an : � of 241.08 feet to the most Northerl corner of said Parcel 43C, Minnesota De artment of Trans ortation Ri ht of Wa Plat No. 82-19;thence North 39 de rees 21 minutes 23 seconds East, alon often will not locate utilities from their main line to the customer's structure or facilit The consider those utilities " rivate" installations that are outside their urisdiction. These " rivate" �.' �•. g � � � g p p y .p Y p p 9 Y 9 9 Y• Y P 1 P '�`'r +�/jj � . • - utilities on the surve ed ro ert or ad'oinin ro erties ma not be located since most o erators will not mark such " rivate" utilities. A rivate utilit locator ma be contacted to . o the Northeasterly extension of the Northwesterly line of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82 19, a distance of 174.55 feet to the East line of said Y p p Y 1 9 p p � Y p p p Y Y j L�C� ` This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys,jointly N Southeast Quarter of the Southeast Quarter of Section 7;thence North 0 degrees 37 minutes 41 seconds West, along said East line of the Southeast Quarter of the Southeast Quarter of Section investigate these utilities further. ; N�� . � f (,�Np � established and adopted by ALTA and NSPS,and includes Items 1 -5,7a,8,9, 11, 16, 17,and 18 of Table A thereof.The field work was completed on 01/07/1 b. � 7, a distance of 13.55 feet to a Southwesterly corner of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-20; thence South 73 degrees 11 minutes 53 seconds East, ii. The locations of underground utility lines shown hereon is an approximation based on available maps,unless otherwise noted on the survey. , � � along a Southwesterly line of said Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-20, a distance of 432.45 feet to its intersection with a line which bears North bb iii.Maps provided by those notified above, either along with a field location or in lieu of such a location, are very often inaccurate or inconclusive. EXTREME CAUTION MUST BE EXERCISED * �VR�I��Qj� �� Date of Plat or Ma :04/08/16 � de rees 00 minutes 10 seconds East from the oint of be innin thence South bb de rees 00 minutes 10 seconds West, a distance of 308.59 feet to the oint of be innin F�cce t that art BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN � • � p 0 9 p 9� 9; 9 p 9� 9• p p � •� � 7 2��J ;�� platted as Frattalone's Southpoint Ridge. ADVANCE AT 811 or(651)454-0002. �. • �I _�I y � 16. We are not aware of any observable evidence of recent earth moving work,building construction or building additions. ��F�•••,••,•,+�•'G�� '�''�v � 1 o Washington County, Minnesota 17 We are not aware of any proposed changes in street right of way lines or observable evidence of recent street or sidewalk construction or repairs. OF M�Nt�►� Henry D.N son PLS Minnes ta License No. 17255 � Abstract Property 18. We have not been provided any information regarding wetlands as delineated by appropriate authorities for this site. hnelson@lo nc.com � � / \ � — � \ N G R O U P / � \ � 0 40 80 Architecture � � i I nterior Desi n � � 9 � SCALE �N FEET Landscape Architectur� , � Engineering / \ i / � i Boarman / � SURVEY LEGEN D - EXI STI N G CON DI TI ON S Kroos \ / \ � CATCH BASIN »—STORM SEWER VOgeI / � � QO STORM MANHOLE > SANITARY SEWER Group � � � SANITARY MANHOLE I WATERMAIN II�1C. / � � WATER MANHOLE ELE UNDERGROUND ELECTRIC � � � HYDRANT cAs UNDERGROUND GAS 222 North Second Street / � I D4 GATE VALVE TEL UNDERGROUND TELEPHONE Minneapolis MN 55401 / � I ❑T TELEPHONE PEDESTAL oH OVERHEAD UTILITY Telephone: 6 � 2-339-3752 / � QS POWER POLE —X x—CHAIN LINK FENCE L �� f LIGHT POLE CONCRETE CURB Facsimile: v � 2-339-62 � 2 _ / \ � � SIGN � a ° CONCRETE �NWw . b k v g r o u p . C�m / _`\ / \ / � Kg��s SPOT ELEVATION a�2 CONTOUR EO E � �� \ � � / � _ \ CONSULTANTS \ / <q \ / I � � �� I / I BITUMINOUS \ I ■ O U C KS / � PLANNING �� _ / CIVIL ENGINEERING _ — � � � � _ ` - - - - - - - - - - - - - LANDSURVEYING D LANDSCAPE ARCHITECTURE � — � � � t m � O (/ � � � ENVIRONMENTAL P � � � � � � $ s �� ' �.�` � \ � � —� � � —� \ 7200 Hemlock Lane, Suite 300 � � � � � � �� Maple Grove, MN 55369 � �'� � � � � � a S � �—� � � << � << � m 0 � 763.424.5505 � � � E � >� <� — E�=� << \\ $ � — �- - - - - - - - - - - - - - - �� e�b �� — �— B << —ELE � � a � � � a \ www.loucksinc.com \+ � � �- << E�E << LOUCKS PROJECT NO. 15532A � � � \ \ \\� — << � — � _ - - - - - _ _ _ e� + '� ' � � — _ . ',_ —� F� , � � PROJECT TITLE � � � � --�� ;�� _ _ --- � - �'�, 8,5 �� Q�, � DEMOLITION LEGEND: + , ��a _ - - - I 8% �� , � COTTAGE GROVE \ \ " e ' " . , � � � ============ _ — , � + �\� _ _ _ _ — _ _ _ � _ --- / / � � �%� ��\ �� , \ I _ __ __ __ __ __ _ REMOVE EXISTING GRAVELSURFACE � ENI R , � + � �,�9s � I � � � � ` 8j� � � > F � � APARTM E NTS �o� \ \+ �\ �� ' � I I � � j � ��j/`� ` n jVVVVV� REMOVE EXISTING CONCRETE PAVING, PATIOS, ETC. \ � �oo � ` eir � � / / \ � � � �o� ` l � ` � _ � � �� \ OWNER/DEVELOPER X � � � � � � �,o � o� � � 8�0 � � � � �j � REMOVE EXISTING BUILDINGS & ACCESSORIES � \ \ + a � \ x � � \ \ \ � � , � � � � � � � \+ � x \ � � � � — i /� � � \ � X � � � � � � � 8os � � ` � � � � I REM VE EXI TIN RB & TTER RETAININ WALL � � ` � � � � � O S G CU GU , G S, �'o \ ��\+ � X X \ � � � eoB � i � /� � � � \ •x•x•x•x•x•x•x•x•x•x•x•x • WOOD FENCE, BILLBOARDS, ETC. \ � � � �\\` \ � � � �/� � � �� \ X \ \� \ 807 � \ \ REMOVE EXISTING UTILITIES � � + �� ' \ ��` � � ' � � ��ii o \ � ` \ �� aos _ _ � � � \ J \ \ \� � �\ � 8os , � / � \ � I � +\ � X � � � � � � � � REMOVE EXISTING MANHOLES, POWER POLES, LIGHT � / �j - I � POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. .�o � \a � �� - - - - � � � '� � , +� �, _ _ 8� . ; ; _; - - , , , .,� , D I��II I � �\ '� � _ � =� ` -� � /��/ \ �� J � \ I�� REMOVE EXISTING TREES \ � ,�o +\ � � � = ` � \� / / � �<� � � \ � � _� � - / �/ � \ � \ �� _ \ \� � /��/ �o� \ � � REMOVE EXISTING BITUMINOUS �o � + \ � X � / \ � SALVAGE EXISTING HYDRANT � \ \ \ \ � 9� / �j� \ � AN D RELOCATE `� / � \ ` � ISSUE # DATE DESCRIPTION -�;,' �o \ + \X /� /� �► / \ \ 1 04/08/2016 City Submittal ,,`�, � � \+\ \\ / �j� ON SITE EASEMENTS � � <`% � � X / / r�\� TO BE VACATED � F � � � \ � �j � \\` SEE ALTA AND PLAT � � \ �' ,' '�o � +\ � � / �� \\ FOR EASEMENT INFO \ ,� ei�N� � � � � � , ; � � / �j � � 1 \� �\ \,` / i ' � � l� � � � ��' � I � � � 8�6 � \ � ~� � � I F� \ ,� � � l � � \ � � � \ \ 1 ` � TF F �� C \ �a^� � ��' \ �� `9S � \ ��\ � \ I \ � � \ / B/T(Ab/ppV V \ � I \ __- �� \ \� \\`\ � ` �� \ � � i \�c � \/ � � . � \ � \ � — \� \\ � � �\r � � -';:.- y ,�� \ �� \\ � � �\� \ �-� `I' � i `� / \ � I O I� O � �yJ \ � � \ � �� \�� ` �c / \r� C \ � `` � X � '� C, �� `� � - � � �� \ � ; e� 80, e � '\ � � O � � , \ ° `� . � � � �� ,, x� °? \ �� `_ ' - � � � � ��- - . � � << � � ` _ � \ � � � � �� , � - \ \ ,� ' � \ �' I �'J � `v � -; .,� � � �\ �� \ _ �� - /� / I 8p .�, cc� �� \ � ,;^ ��s �� =�� / // I � 8p? �d' ``\ eir��N�s � � %� � � � O //� � � \ X � _' � / � 8p� � << \ l \ G " I� �� \ X v / `L / i � � / l O , , , � ;>C ' N / , '' ' ♦ \ � � \\ X - � � _. - X /� O X „o' _ 8OI �I \ \ . �, _ � +\ �\ \ � � — / � � � _= 8p2 � \/ . j. , , , _ , %� , �_. p 90 \ � � —� y , , _- 80,� , � � . . �-\ � �-�� i � _- � � � � � `� — �� / � ' _ ` � �8 , o¢ �-r' � \ +\ \� _�P�PER��N L/,!I/ I m �� — ` / — / I�1� 804 8pS � 5EW L< � - — x> <� ,9 \ -1'\ � 1 —— — �� N / � I�� o -- - , � \ � � - - - ' �9 � * �' �,j 6�9� � �\ 11 � ' -- -- - �O? � � CERTIFICATION '-� � \\ � � � ? _- _= __ _ G R O U P SITE PLAN LEGEND Architecture � �oN�RErESi�EvvA�K Interior Design Landscape Architectur� BITUMINOUS PAVEMENT � Engineering � � � � � � � � � � � � � � � � � � � � � � HEAVYDUTYBITUMINOUSPAVEMENT a a �e ° CONCRETE PAVEMENT Boarman Kroos GRAVEL Vogel CONSTRUCTION LIMITS Group Inc. SITE DATA FRONT SETBACK: 25 FEET 222 North Second Street SIDE SETBACK: 10 FEET Minneapolis MN 5540 I REAR SETBACK: 35 FEET PXOPING IMPERVIOUS AREA: 0.098 AC (1.9%) Telephone. v � 2-339-3752 PROPOSED IMPERVIOUS AREA: 2.476 AC (49.3%) Facsimile. v I 2-339—�2 I 2 _ _ SITE NOTES �niww . b k v g r o u p . com � \ 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED EOE � IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL \ JURISDICTION REQUIREMENTS. \ 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA CONSULTANTS =W STANDARDS AND LOCAL/STATE REQUIREMENTS. � 1 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. o� � 00 \ I ^ y�, c�p 4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. ■� O U C KS � p o�o�h0 N �� 5. TYPICAL FULL SIZED PARKING STALL IS 9' X 18' UNLESS OTHERWISE NOTED. � �N N� 25' FRONT v v J �� BUILDING SETBACK PLANNING �i�\ 6. ALL CURB RADII SHALL BE 3.0' UNLESS OTHERWISE NOTED. CIVIL ENGINEERING � � � — � LAND SURVEYING i �d� � � 7. BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE LANDSCAPE ARCHITECTURE i �� J, � , ^ } D O u / � � ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND ENVIRONMENTAL � "'�o \ MATCH EX. — � � O � � � � � $ S �� SIDEWALKS. �� CURB & GUTTER _ � MATCH EX. \ 7200 Hemlock Lane, Suite 300 \ �`ru'� � � � CURB & GUTTER �O � \ 8. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. Maple Grove, MN 55369 � � � �d� � � S $ 763.424.5505 \ ADA SIGN TYP. ' 10'R �ad �" 10'R a \ \ (SEE DETAIL) OFF-STREET PARKI NG www.loucksinc.com � 8 4 R E G U L A R S U R F A C E S T A L L S LOUCKS PROJECT NO. 15532A \ �a ? \ 6 HC SURFACE STALLS `�\��'�',�o o � „E 177.87 -24- `� ?e3 � PROJECT TITLE \ 4� N�$ 14 07 leSe 8�R 4� ENTRANCE CANOPY 132 REGULAR UNDERGROUND STALLS ss�j� N ` a 10'R �959 89�j� (SEE ARCH. FOR DETAILS) 4 HC UNDERGROUND STALLS �0 10'R ° RETAINING S� COTTAG E G ROVE \ R/43.05 �sss ' � � $ WALL e— 32 R \ ENTRANCE MONUMENT 226 TOTAL STALLS � �,ss ��o SIGN S E N I O R � \ a� ,9S CONCRETE 9 �o � APARTM E NTS � -195s CONC. PADS FOR DRIVEWAY APRON .24 "� � � TRANSFORMER & TYP. (SEE DETAIL) � � � OWNER/DEVELOPER � LIGHT POLE � TYP. x 10'R GENERATOR LIGHT DUTY PAVEMENT � MATCH EX. \ \ (COORD. W/MECH.) (SEE DETAIL) � 0'R a CURB & GUTTER a 24 B612 CURB & GUTfER / 24 24'R \ � \ SCREENING FENCE % � � FLAT CURB (SEE DETAIL) 3' TAPER � // �J, 2 a � sB , (SEE DETAIL) 3' TAPER m � � \ � y'Ts�\ 48�R ` 5 R 3' TAPER FFE 814.� 10'R � '�- FLAT CURB 48'R \ � � GFE 803.0 SEE DETAIL) � ��y 3' TAPER ( '�\\ . � FLAT CURB 3'TAPER _ � \ �i + 24 24'R 9 � O (SEE DETAIL) i � 9 TAPER \ � + \ \ETAINING 6s 2� 12 R 9 PED. RAMP D � , WALL + 10'R� 10'R � �.� (SEE GRADING PLAN DOSTING CIVIL LEGEND �rtoPosEo � \ 48� � � FOR DETAIL) � CONC. PATIO/AMENITY AREA SANITARY MANHOLE � °��. �� (SEE ARCH. FOR DETAILS) �UARD RAIL �}1 \ STORM MANHOLE O (S�DETAIL) + OO � OO g �cr CATCH BASIN �� 9 �s� � �0, ENTRANCE CANOPY o � MATCH EX. cu�vERT � \\ � 9 24 EE AR H F R DETAIL . CURB & GUTTER � � + � � (S C . O S) \ � HYDRANT , \ � �`''�,, � � GATEVALVE N ISSUE # DATE DESCRIPTION ,-,. \ \ � ' \+ B 12'R �= � 5'WIDE SIDWALK POST INDICATOR VALVE �iv � 04/08/2016 City Submittal ' -��' � � � S�� ;?� �'� \ \TYP. (SEE DETAIL) LIGHT POLE � <' ; � _ _ \ \+\ � 9 �� \ \ POWER POLE x '� '' .24� O� \ RETAINING SIGN � ' � \ x 9 � WALL BENCHMARK � � \ \ `r 3' TAPER �S9 \ \ MNDOT RIGHT OF WAY TURN BACK B612 CURB & GU`f�ER� x � SOIL BORINGS �_ ^ �(1 ��, FLAT CURB \ WATER MANHOLE y (SEE DETAILy \ � ,�.-' v� �b�, � \ \ x S 9 5�R (SEE DETAIL) �� \ � TELEPHONE MANHOLE '� �5 \ k e � 9' TAPER S� • � \ \ UTILITY MANHOLE � `v ELECTRIC MANHOLE � O� O ��'' y �� \ MATCH EX. \ � � ` `�� yJ L T DUTY PAVEMEI�T a' PED. RAMP eSg CURB & GUTTER � WATER SERVICE � � � � �/� � (SEE DETAIL) \ \x S6 5'R � (SEE GRADING PLAN \ � G ,."� FOR DETAIL) � PROPOSED BOUNDARY LINE SANITARY SERVICE O ` ` �,�_� � \ \ �BS� � HANDICAP PARKING (,�, `v �� x �' � � \ � DIRECTION OF ROW -� C�� ' .y \ s \ ,;; � \ \+ �BSg 10'R � LIGHT POLE � SPOT ELEVATION 9N �./ � TYP. � � ;� \ CONTOURS �?�� O �� \ \ \k )8S� �O�R � SANITARY SEWER ti � � G � � � ese � O. \ �j.r o -h C �8S8 \ \ - I- SWATERMAINR � �► � \ `�.�?� y \ \ -- � � �' �!y\ 35' REAR � FORCEMAIN —F�— ��'� O � S�j \ eS6� BUILDING SETBACK \ �\ DRAINTILE �> DT- � � \ •s� 2; �BS� SILT FENCE � � � 1=�, � \ \ \ CURB dc GUTTER `-� \ \ eSe� ,8S8\ _ = RETAINING WALL < \ \ \ ��5� �r TREELINE �� ,-� �� --- EASEMENT LINE - -- - - �- �_� � \ ese� �Se� � � —�— sErencK uNE - �—� — �- CERTIFICATION J ' � TRASH PAD � c � FENCE LINE -X x— \ � � UNDERGROUND TELE oreeeort w sf y reaared b I me oeunderlm � � e�,/ p p p Y Y \ � ese� es � � �A� UNDERGROUND GAS direct supervision and that I am a duly � \ / -OH- OVERHEAD UTILITY Licensed Professional Engineer \ � 85�� -FO- UNDERGROUND FlBER OPTIC under the laws of the State of Minnesota. \ eS+eC / �LF UNDERGROUND ELECTRIC \ g58�' 308,59 UNDERGROUND CABLE TV \ \ / �3�j��W - - - - PROPERTY LINE � � � eSe e58�' 566��1 PJ Disch, PE \ � CONIFEROUS TREE � \ ese�' DECIDUOUS TREE 49933 �oc%c/16 � � � ese� / �o' SIDE License Number Date \ �5��, BUILDING SETBACK PARKING COUNTS � DATE 04/08/2016 \ " DRAWN BY SRT \ CHECKED BY PJD � � \ �19 y°� COMMISSION NUMBER xxxx.xx � \a yyo�1�� CALL BEFORE YOU DIG! \ \ 5 SHEET TITLE , � Go her State One Call � / p � TWIN CITY AREA: 651-454-0002 S I T E P LA N �I + �� TOLL FREE: I-800-252-I 166 � � � — — \ N WARNING: \ THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL � \ O 40 80 EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN \ MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. SHEET NUMBER � THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT � � SCALE IN FEET LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE � DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED � N � DURING CONSTRUCTION AT NO COST TO THE OWNER. X O M � O 2015 BKV Group, Inc. EOE > Y m N G R O U P 0 40 80 Architecture Interior Design SCALE �N FEET Landscape Architectur� Engineering � Boarman oosnNc CIVIL LEGEND � Kroos SANITARY MANHOLE • STORM MANHOLE p Vogel CATCH BASIN �� G ro u p CULVERT � n HYDRANT ♦ II IC. GATEVALVE N POST INDICATOR VALVE �PIv �2 North Second Street LIGHT POLE � POWER POLE x Minneapolis MN 5540 I SIGN � BENCHMARK Telephone: 6 I 2-339-3752 � SOIL BORINGS �_ F�imile: 6 I 2-339-62 I 2 d WATER MANHOLE � � � T UTIL T�YN MANHO ELE �niww . v g r o u p . com � � ELECTRIC MANHOLE E O E \ WATER SERVICE � \ SANITARY SERVICE ` \ HANDICAP PARKING �. CONSULTANTS DIRECTION OF ROW -� 1 �+ SPOT ELEVATION � '�Y; CONTOURS ��y..� � � � ■- OUCKS SANITARY SEWER � � -�� STORM SEWER - �- WATERMAIN I aiTUMwous \ � I � � �- FORCEMAIN -�- PLANNING � �>- DRAINTILE �> DT- CIVIL ENGINEERING � TW-807.0 _ �� SILT FENCE LAND SURVEYING BW-804.0 � � , � � LANDSCA ENV RONMENTAL \ - , O - - CURB &GUTTER - � 0 � f 1 � � / $ Q �� RETAINING WALL TW 805.0 _ � � _ � \ wrr nrvww�n 7200 Hemlock Lane, Suite 300 /� � \ BW-804.0 � � ,- \ --- -- - - - � _ -�_ S �O \ - - �nso�ENT uNE - - - - Maple Grove, MN 55369 � a e $ \ SETBACK LINE 763.424.5505 �- g,��M'N°�S - e d814a7 �` Q� www.loucksinc.com � FENCE LINE -X X- �. ° � �EL- UNDERGROUND TELE LOUCKS PROJECT NO. 15532A + i , � w- 815A a � �� .-. _�� n �/1� UNDERGROUND GAS + � 11 � BI,j \ OVERHEAD UTILITY PROJECT TITLE e,, 8 G''�m � a 869.�j a � � �. �4 °GS � 810 � �S, �,� COTTAG E G ROVE \ � , + 01.8 1 o ��' a Q 813 � � E N I R \ \+ � � � °° N \ APARTM E NTS \ \ � Tw-so�.o � ��,� �o � + � BW-804.0 � � ' � ` � GRADING, DRAINAGE & EROSION CONTROL NOTES � a�� > �>.�A OWNER/DEVELOPER �- •� TW-804.0 � \ �° \s � \ 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF � 6W-79� BW-804.0 \ � �8/p� _I _ � �13. BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 0 2.0 803.0 � � / � � + 0 6.5°/ \ \ � � �0 ' $�3•9 � o gl 010.3 \ 2. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH � \ � � \ � � - � � 3.6/o \ BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT � � � � REFLECT SUMPED ELEVATIONS. � + � � F F E 814.0 814 0 .�:�; . . � \ � �'�`� 03.0 � � GFE 803.0 \ 3. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND � TW-801.4 + $� $ 801.8 SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL �BW-791.0 \ + 80 .0 $ VEGETATION IS ESTABLISHED. � \ + � 801.5 �= 4. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF \ 8o N�' �� \ �� o�g WALL), AND BW EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED � + 01.0 803.0 \ WALL COURSES). D ��I I 801.5 801 �- �o / � � \ \ ' ° �° 3�� O> � � \ 5. REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO. B1510407), � � + � � � •.9 :�802�i`a'� \ DATED 12/02/2015 AS PREPARED BY BRAUN INTERTEC CORPORATION FOR AN EXISTING SUBSURFACE + c�i� � 80 802 4 SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. � \ 9 .9 �Oo '� � 802. � � T�0�800.4 + \ �`r 8 N /� 6. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BW-7 0 + �Q 8 p � o o BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST � � � �� `� � � o�°�° ° e>�� \ � � BE ESTABusHE�. ISSUE # DATE DESCRIPTION 2 TW-813.0 1 04/08/2016 City Submittal ,'�- \ + + '�• �� ' '' � �� \ 99 8� � �`9 � � BW-812.0 7. DUST MUST BE ADEQUATELY CONTROLLED. - �, \ .�. \� �, •6 O� `S� cLRa \ ` � \ �� <' ' ,'-� � + + 1� � 9• ,° O � , n �`J � � \ � BW-806.0 8. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. -� ; �o TW-813.0 ,, � � TW-800� '�\ o� � �o \ \ \BW-806.0 9. SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION. � BW-791.0 + �' ' -A �'�,y � \ x� � `oy�� EOF 8 \ \ 10. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. ,� , v_ � � x � x �1.2 \ , �� \ � \ 80 8��S ° � \ _ ` _-- � � � ,� � � N .-- y � \ o . � � �` �"� � �'J� ` '� �yJ \ k � 802 C J' � \ � ` \ �.f� � � V �� x 8021 ".�� `. 03.0 8ps �0 807 � � O ��, � �. � . _ � �x , � , � '� !� RETAINING WALL � ` �" � // 8� 03.1 \ \ � ` �% `` � \ \x - �� \ , \ 801.1 _ i/ / � O� � �4,e � O �� \ x \k �� / / '.; 87�, �'9'9 • o o \ /�j � � , , o o, � G o � 9 ' � � \ x � � � - _ 8 9� \ �, . � TW-$0�.6 _ _ � � �- � \ , ',- BW-795:0. + � � � ,\ 814.0 800 ` ,. ,, j'0 \ � _ � � � _ so2 . � -� � � � � \ � � `� �> �,p \ 8�j \ � �� \ � 803.0 4.3% �=�' Y \TW-798.0 + �� m\ � M <,-' \ BV�79\ � \ )9s \ \ \ � '� _� � � > 8 \ \ \ �� j � \+ 9� �� \ � t \ � � � ' CERTIFICATION '-� 803.0 � - - � � � \ ✓ � �. o � � I hereby certify that this plan, specification � � \ so3.o � � � or report was prepared by me or under my \ + / � direct supervision and that I am a duly � �o'�� , � � Licensed Professional Engineer \ � 8oZ �oo =\ under the laws of the State of Minnesota. � � + � \.r 798�- � � \k 796-_ � � PJ Disch, PE � \ � /� � � x � .\ � � � ! 49933 �oc%c/16 � � �� - License Number Date \ x\ DATE 04/08/2016 \ �, � DRAWN BY SRT \ \ � CHECKED BY PJD �-r\ COMMISSION NUMBER xxxx.xx � CALL BEFORE YOU DIG! SHEET TITLE � � Go her State One Call � � / p � TWIN CITY AREA: 651-454-0002 G RAD I N G P LAN �I + �� TOLL FREE: I-800-252-I 166 � � � \ WARNING: \ THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL � � EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN \ MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. SHEET NUMBER � THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT � \ LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE � DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED � N � DURING CONSTRUCTION AT NO COST TO THE OWNER. X O M � O 2015 BKV Group, Inc. EOE > Y m G R O U P PERMANENT STORMWATER MANAGEMENT � Architecture SITE BOUNDARY INFILTRATION Interior Design ' STORMWATER HARVEST AND REUSE Landscape Architectur� . - — - X FILTRATION Engineering � I' WET SEDIMENTATION BASIN �� — � • ' X REGIONAL PONDING � . Boarman �� F��t�ir�� I��t��: �� RECEIVING WATERS Kroos Vogel � NAME OF WATER TYPE OF SPECIAL IMAIRED TYPE OF GrOUp WATER SPECIAL BODY BODY WATER WATER WATER I r1C. NO SPEGAL OR IMPAIRED WATERS WITHIN 1 MILE BUFFER OF SITE ' '� � � 222 North Second Street .� � � � , Minneapolis MN 55401 - Telephone: 6 I 2-339-3752 � 4'��.. � � Facsimile: 612-339-6212 � � ESTIMATED QUANTITIES _ _ � �niww . b k v g r o u p . com � \ � �� .. � � DESCRIPTION UNIT QUANTITY EOE � - ��\ ~ �— - - TEMPORARY ROCK CONSTRUCTION ENTRANCE EA 1 \ SILT FENCE (STANDARD) LF ±1400 CONSULTANTS INLET PROTECTION EA 13 �� 1 MILE BUFFER AREA WOODFIBER BLANKET SF ±15,150 �� I . ■- OUCKS PLANNING �� CIVIL ENGINEERING SITE PLAN LEGEND LAND SURVEYING � � � � LANDSCAPE ARCHITECTURE � � n � D � V � � $ � � � � SF SILT FENCE ENVIRONMENTAL � � � s \ 7200 Hemlock Lane, Suite 300 � � � � � � � Maple Grove, MN 55369 '�� \ � � $ t �� << 0 � INLET PROTECTION 763.424.5505 ^ E a << — o � �< $ a � www.loucksinc.com \+ �� << — � _� � � \ r LOUCKS PROJECT NO. 15532A � �� — << — ;1 � 'S � � EXISTING DRAINAGE PATTERN PROJECT TITLE + < �— << � � , � \ � + �a� ; � � 810� � 814 � COTTAG E G ROVE �o � � PROPOSED DRAINAGE PATTERN \+ M �� r o� aQ 813 � � � , SEN IOR � \+ � 8j� C0 � \ '�s � EROSION CONTROL BLANKET APARTM E NTS �o � \+ � � , , � � � � ` l � � 8�� \ OWNER/DEVELOPER � \ , � \ \ ` \ � \ �, � SILT FENCE + � \� / ° �SEE DETAIL) �� \ � � � 8�� \ I \ � 809 � � / � � + \� � \ � \ ` . . � '`�p � \ `,_ 8pB i � \ �s + FFE 814.0 � \ '�„ \ 80� ' ' GFE 803.0 � _ �° \ \ + 06 = _ _ \+ 8 � =N= � �o � � _ � — \ 8 � + � � D I��II I \ \ 801 � i \ 0 40 80 � �o . a � � + e,�. " � � \ �o� I EROSION CONTROL SCALE IN FEET '�o � + � � BLANKET \ �`��' o �� (SEE DETAIL) � \ � � INLET PROTECTION ISSUE # DATE DESCRIPTION ,�;�. �,o , � � + � � TYP. (SEE DETAIL) 1 04/08/2016 City Submittal � , ��ti '��' � �� \ + \ \ oosnNc CIVIL LEGEND �rtoPoseo �-' INLET PROTE�TION I \ � SANITARY MANHOLE • � \ STORM MANHOLE O ,' ,' '�o TYP. (SEE DET�N.LL) + � � ;. � \ � - � � 8 � \ � \ �� + CATCH BASIN - , � �o \ o « � � ROCK ENTRANCE HYDRANRT � .. � �'y Q � \+ �9 _�,��, � BERM (SEE DETAIL) { '` � � � \ `S �/ � GATEVALVE N ' ,^ _-- � � \�c � � POST INDICATOR VALVE �iv . \ \ � � `��+� � � p \ �� LIGHT POLE � O O � � �' I� �l'J \ � 8O2 \�� \ \ POWER POLE � ` � � '� G ^� � � ��.' eoo 8�7 �cc � sicN � O ` ` ,� , � � v � _ � BENCHMARK Q \�c � t � <�� \ \� % . \ � � SaL BORINGS �_ � � � ,`; y \ \ � ��/ I << \ WATER MANHOLE � �a ' �` \�3, \x �/� � �O ) << � \ \ TELEPHONE MANHOLE O . � � \ —�� ? \ '' � �j �� UTILITY MANHOLE O \ \ -F � � � _ — � : �� 9� � � ELECTRIC MANHOLE �� \ ' � �? 80/ � \ WATER SERVICE � � •� � \ "} � � $ � SANITARY SERVICE '�'� O �90 � \ - \ � , ` $OZ 8p3 HANDICAP PARKING (,�, \ �\ ` � � I � � 8 DIRECTION OF FLOW —� _ � \ osr �-'�' 'f' I \ 804 SPOT ELEVATION � \ 8pS CONTOURS � < -' \ � � �9 \-1- s � � B�� —� SANITARY SEWER � 6, � \ \ � , � >9 � o � `_, 6 80� � \ � 4 -��— STORM SEWER ��, �9� � � \ � °? _ _ � � - y � � — I— WATERMAIN � CERTIFICATION - � �S\� �oti � \ —FM— FORCEMAIN —�— I hereby certify that this plan, specification � \ �� \ DRAINTILE �> DT— or report was prepared by me or under my S 8OI SILT FENCE � �,� �`� �`� � �o"`�o � �� \ CURB k GUTTER �Lice sed P ofessional Eng neera duly S� 80 0 – _ F/ - - - RETAINING WALL under the laws of the tate of Minnesota. � �p 9 ` S \ \`$� / •..! i �� TREELINE �� \ F - � ---- -- - - - \ $ sr 19$ S / — — — EASEMENT LINE — — — — k\ 79$—_ SETBACK LINE \ \ k 796�— \ � SF X � FENCE LINE —X X— \ � / �EL— UNDERGROUND TELE PJ Disch, PE � � �fsROSION CONTROL x `� �`\ � � �\ � j96 SF 7g4 �� UNDERGROUND GAS 49933 �oc%c/16 � BL�KET � ` � �� 'g3 OVERHEAD UTILITY License Number Date (SEE D TAIL) � x � S � \ SILT FENCE DATE 04/08/2016 / (SEE DETAIL) \ � �,\ � DRAWN BY SRT S CHECKED BY PJD � � -r COMMISSION NUMBER xxxx.xx � \ CALL BEFORE YOU DIG! SHEET TITLE � � Go her State One Call , �� / p � � TWIN CITY AREA: 651-454-0002 S TO R M WAT E R �I + �� TOLL FREE: I-800-252—I 166 , � � POLLUTION \ WARNING: PREVENTION I \ THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL � � � EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN PLAN \ MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. SHEET NUMBER � THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT � \ LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE I � DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED � N I � DURING CONSTRUCTION AT NO COST TO THE OWNER. X O M � O 2015 BKV Group, Inc. EOE > Y m SWPPP NOTES 1. PROJECT DESCRIPTION 21. IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR 3. THE PERMITTEE(S) SHALL ENSURE THAT THE INDIVIDUALS ARE TRAINED BY LOCAL, G R O U P THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A SINGLE SENIOR APARTMENT TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. STAT, FEDERAL AGENCIES, PROFESSIONAL OR OTHER ENTITIES WITH EXPERTISE IN BUILDING AND PARKING GARAGE AS WELL AS THREE ENTRANCES AND TWO PARKING LOTS. EROSION PREVENTION, SEDIMENT CONTROL, PERMANENT STORMWATER EXISTING UTILITIES WILL BE RE-ROUTED TO GO AROUND THE BUILDING. MANAGEMENT AND THE MINNESOTA NPDES/SDS CONSTRUCTION STORMWATER 22. PIPE OULTETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION PERMIT. AN UPDATE REFESHER-TREINING MUST BE ATTENDED EVERY THREE (3) YEARS Architecture 2. SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS: WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. STARTING THREE (3) YEARS FROM THE ISSUANCE DATE OF THIS PERMIT. Interior Design 1. INSTALL VEHICLE TRACKING BMP 23. FINAL STABILIZATION 2. INSTALL SILT FENCE AROUND SITE UNIVERSITY OF MINNESOTA p�qN Landscape Architectur� 3. INSTALL PROTECTIVE FENCE AROUND INFILTRATION AREAS FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACVTIVITIES HAVE BEEN COMPLETED ' 4. CLEAR AND GRUB SITE AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER Samuel Trebesch J� � Engineering 5. STRIP AND STOCKPILE TOPSOIL WITH 70/o OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN J�GJ O� 6. REMOVE PAVEMENTS AND UTILITIES INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT �CJoOo Oo C�o vo �� 7. CONSTRUCT STORMWATER MANAGEMENT BASINS SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER 0 D�D�OC` TO RETURN THE POND TO DESIGN CAPACITY. O 8. INSTALL SILT FENCE AROUND BASINS Desi n of Construction SWPPP Ma 31 2018 00 0 0 °� oarman 9. ROUGH GRADE SITE g � y � Kroos 10. IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE °�o° o ° o` 11. INSTALL UTILITIES 24. TEMPORARY SEDIMENTATION BASINS � O O �O o0 00 00 0 A. THE TEMPORARY SEDIMENTATION BASINS SHALL BE CONSTRUCTED AND MADE PROPOSED CURB - O�o�o�o�o�o�• VOgeI 12. INSTALL BUILDING FOUNDATIONS ��oOoOoOoC� 13. INSTALL CURB AND GUTTER OPERATIONAL PRIOR TO DISTURBANCE OF 10 OR MORE ACRES DRAINING TO A 2. LIST OF CONTACTS n�o� � Grou 14. INSTALL PAVEMENTS AND WALKS COMMON LOCATION. � 15. FINAL GRADE SITE B. TEMPORARY SEDIMENTATION BASINS ARE REQUIRED PRIOR TO RUNOFF LEAVING THE I I1C. 16. REMOVE ACCUMULATED SEDIMENT FROM BASINS CONSTRUCTION SITE OR ENTERING SURFACE WATERS WHEN 10 OR MORE ACRES OF TILE CONTACT COMPANY PHONE NUMBER 17. CONSTRUCT INFILTRATION BASIN DISTURBED SOILS DRAIN TO A COMMON LOCATION. THE BASIN MUST PROVIDE 3,600 � = DIRECTION OF SURFACE FLOW 18. SEED AND MULCH CUBIC FEET OF STORAGE BELOW THE OUTLET PER ACRE DRAINED. IF HYDRAULIC OWNER DOMINIUM PATRICK OSTROM 763-354-5644 222 North Second Street 19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE CALCULATIONS ARE AVAILABLE, THE TEMPORARY SEDIMENTATION BASIN MUST PROJECT MANAGER PJ DISCH LOUCKS 763-496-6736 SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. PROVIDE A STORAGE VOLUME EQUIVALENT TO THE 2-YEAR, 24-HOUR STORM, BUT IN 8-12" MINIMUM DEPTH 1 1/2" WASHED � � NO CASE LESS THAN 1800 CUBIC FEET PER ACRE DRAINED. THE TEMPORARY SWPPP DESIGNER SAM TREBESCH LOUCKS 763-496-6751 GRAVEL FILTER Minneapolis MN 5540 I 3. SITE DATA: SEDIMENTATION BASIN MUST BE CONSTRUCTED AND MADE OPERATIONAL AREA OF DISTURBANCE: ±2.900 AC CONCURRENT WITH THE START OF SOIL DISTURBANCE UP GRADIENT OF THE POND. CONTRACTOR TBD AGGREGATE Telephone� v I 2-339-3752 THE TEMPORARY SEDIMENTATION BASIN SHALL BE DESIGNED TO PREVENT SHORT BASE ��O�O�O�UO� �O�UO�UO O�O�c�� .. ' PRE-CONSTRUCTION IMPERVIOUS AREA: ±0.098 AC �vo0o0o0000000 Oo0o0o000o0o0oC�� CIRCUITING. THE OUTFALL SHALL BE DESIGNED TO REMOVE FLOATABLE DEBRIS, SITE MANAGER TBD o 0 0 0 0 0 0 0 0 0 0 0 0 0 - � � POST-CONSTRUCTION IMPERVIOUS AREA: ±2.476 AC � J,o 0 0 0 0 0 0 0�o�o�o�o�o�o�o��c� � � • �� o�o�o�00000� � � Facsimile. 612-339-6212 ALLOW FOR COMPLETE DRAWDOWN OF THE POND FOR MAINTENANCE ACTIVITIES, �oC�0�0�0�0�0�0� �O�ODO�ODODO�ODC,O� AND HAVE ENERGY DISSIPATION. THE EMERGENCY SPILLWAY SHALL BE ��O�O�O�O�O�O O°O°O°O°O°O°O°O��G �niww b k v g r o u p COI�Y� GENERALSOILTYPE: - STABILIZED. �O�n0o0� n0 O OnOnOnOnOnOnO O . o Qo0o0o000000 0000000000o0o0or o . . o� o 00`�O O)O `o o OO C. TEMPORARY SEDIMENTATION BASINS SHALL BE SITUATED OUTSIDE OF SURFACE * MPCA 24HR. HAZARDOUS SPILL HOTLINE 651-649-5457 OF 80420798 � - � _ -�Q.. .�.,: . o. _ �-� EOE �:_.�:;=.::.:- =:_��=_��:::�::. �:;: .. - - - WATERS AND ANY RE UIRED BUFFER ZONE AND MUST BE DESIGNED TO AVOID � - - - Q , - - 4. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS STAKES . - - - - . � --.:;:r:..::,:r.�. .....:...:.:•:> .:. • ..:,::-::�- . . :.:;:.�;..�..::::�. .:,_:.-. .. ..,:..:,<..:.::,•::: r r -�:...�.,�:�.�.,:._•.�_�E:,:^_^;:.:��?_<;'.�:..'.,:.7<'�: ' DRAINING WETLANDS, UNLESSTHE IMPACT IS IN COMPLIANCE WITH THE ,..,.-..,...�_. __.: :,. ;- _. ' .. STEEL � � . ��-'� ';'�'�`�-'=�''--`�=�=�'��'`�''-��`-=�:� .... .......�-.:. .:.. ..: :..;.....;... ....:-_:_ ...... ...;..::��::.:- SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. REQUIREMENTS OF THIS PERMIT. PLATE D. EXCESSIVE SEDIMENT-LADEN WATER THAT IS NOT PROPERLY FILTERED WILL NOT BE ' AGGREGATE CONSULTANTS 5. ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) OR MORE DAYS SHALL BE STABILIZED BY PERMITTED TO DISCHARGE FROM SIRE. SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHING OR BACKFILL COVERING OR OTHER EQUIVALENT CONTROL MEASURE AT A RATE OF 1.5 TIMES STANDARD IN PLACE o _ o e. SEEDING FINAL STABILIZATION TO BE DONE PER LANDSCAPE PLAN, SEE SHEET L1-1. 25. DEWATERING AND BASIN DRAINING CATCHBASIN A. TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING v o � O U C KS SHALL BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. THE TEMPORARY OR PERMANENT BASIN 6. ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, MAY DISCHARGE TO SURFACE WATERS IF THE BASIN WATER HAS BEEN VISUALLY SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. PLANNING CHECKED TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED IN THE BASIN STANDARD DETAILS LAST REVISION: DENOTES SLOPES GREATER THAN 3:1. ALL 3:1 SLOPES TO BE STABILIZED WITH EROSION AND THAT THE NUISANCE CONDITIONS WILL NOT RESULT FROM THE DISCHARGE. � Cottage CIVIL ENGINEERING CONTROL BLANKET DISCHARGE POINTS SHALL BE ADEQUATELY PROTECTED FROM EROSION AND PROPER Grove INLET PROTECTION ROCK JAN 2014 LAND SURVEYING VELOCITY DISSIPATION PROVIDED. �'`'eCePrteea�dP`p5p��tyMeQt FILTER FOR CATCH BASIN LANDSCAPE ARCHITECTURE B. ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES MUST BE Pu�TE"o. ENVIRONMENTAL 7. ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL Stantec COTTAGE GROVE MINNESOTA ERO-8 DISCHARGE ARE STABILIZED. DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, , EROSION IN THE RECEIVING CHANNELS OR ON DOWN SLOPE PROPERTIES, OR 7200 Hemlock Lane, Suite 300 INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACTS TO THE 48_ER08.DWG Maple Grove, MN 55369 8. TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE WETLAND. 763.424.5505 PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY C. IF FILTERS WITH BACKWASH WATERS ARE USED, THE BACKWASH WATER SHALL BE www.loucksinc.com STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE HAULED AWAY FOR DISPOSAL, RETURNED TO THE BEGINING OF THE TREATMENT EXEPMT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND PROCESS, OR INCORPORATED INTO SITE IN A MANNER THAT DOES NOT CAUSE STOCKPILES. EROSION. BACKWASH WATER MAY BE DISCHARGED TO SANITARY SEWER IF STEEL FENCE POST(T-POST), MONOFILAMENT GEOTEXTILE LOUCKS PROJECT NO. 15532A PERMISSION IS GRANTED BY THE SANITARY SEWER AUTHORITY. MINIMUM 5' LONG, FABRIC PER MNDOT TABLE PROJECT TITLE 9. SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER 6' MAXIMUM SPACING. 3886-1 (MACHINE SLICED). � EXISTING POSSIBLE IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. 26. POLLUTION PREVENTION CURB 1 COTTAG E G ROVE ATfACH FABRIC TO POST WITH OVERFLOW IS / OF A. BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS MUST BE MINIMUM 3 ZIP TIES (50 LB. THE CURB BOX 10. SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL UNDER COVER TO PREVENT DISCHARGE OR PROTECTED BY AN EFFECTIVE MEANS TENSILE) PER POST IN TOP 8" EIGHT S E N I O R REQUIREMENTS. DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. OF FABRIC. ODO POST NOTCHES 000 B. PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS, AND TO FACE AWAY OOO APARTM E NTS 11. THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS OR LANDSCAPE MATERIALS MUST BE UNDER COVER. FROM FABRIC. LAY FABRIC IN THE TRENCH, AS-BUILT DRAWINGS VERIFYING PROPER CONSTRUCTION OF THE BMPS. C. HAZARDOUS MATERIALS AND TOXIC WASTE MUST BE PROVIDED TO PREVENT BACKFILL WITH NATURAL VANDALISM. SOIL, AND COMPACT WITH OWNER/DEVELOPER 12. THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS RESPONSIBLE D. SOLID WASTER MUST BE STORED, COLLECTED AND DISPOSED OF IN COMPLIANCE LIGHT EQUIPMENT PRIOR TO FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR WITH MINN. R. CH 7035. PLACEMENT OF THE POSTS. NOTE: USE WIMCO ROAD DRAIN CG-23 OR (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE FOR PARTS II.B., E. PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT CG-3290-VB (DEPENDING ON CASTING TYPE) PART II.C, PART II.B-F, PART V, PART IV AND APPLICABLE CONSTRUCTION ACTIVITY BE TIPPED OR KNOCKED OVER. SANITARY WASTE MUST BE DISPOSED OF PROPERLY IN DIRECTION OF HIGH FLOW INLET PROTECTION CURB AND REQUIREMENTS FOUND IN APPENDIX A, PART C. OF THE NPDES PERMIT AND IS JOINTLY ACCORDANCE WITH MINN. R. CH 7041. SURFACE FLOW GUTTER MODELS, OR CITY APPROVED EQUAL. RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT. F. DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED SHALL BE PREVENTED � . �;, DEFLECTOR PLATE 13. TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE COVERAGE MUST SUBMIT A USING DRIP PANS OR ABSORBENTS. SUPPLIES SHALL BE AVAILABLE AT ALL TIMES TO - .... .. NOTICE OF TERMINATION NOT) TO THE MPCA. ALL PERMITTEE(S) MUST SUBMIT A NOT WITHIN CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL 24" MINIMUM POST OVERFLOW IS % OF THE 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING CONDITIONS HAVE BEEN MET: METHOD MUST BE AVAILABLE FOR RECOVERED SPILLED MATERIALS. EMBEDMENT CURB BOX HEIGHT � OVERFLOW AT TOP A. FINAL STABILIZATION, PER NPDES PERMIT PART IV.G. HAS BEEN ACHIEVED ON ALL 2�. DESIGN CALCULATIONS OF FILTER ASSEMBLY PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE TEMPORARY & PERMANENT STORMWATER TREATMENT ARE DESIGNED TO MEET MPCA GENERAL � CURB D I1��II 1 B. TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT. & SPECIAL WATER REQUIREMENTS. CALCULATIONS ARE PART OF THE HYDROLOGY REPORT, WHICH IS TO BE CONSIDERED PART OF THE SWPP DOCUMENTS. SEE HYDROLOGY REPORT FOR 6„ ADDITIONAL INFORMATION. 15. I NSPECTIONS A. INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY REPRESENTATIVE IS 2g. GENERAL STORMWATER DISCHARGE REQUIREMENTS NOTE: REQUIRED. HEAVY-DUTY SILT FENCE INSTALLATION METHODS SHOULD BE USED B. EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A ALL REQUIREMENTS LISTED IN PART III OF THE PERMIT FOR DESIGN OF THE PERMANENT WHEN DIRECTED BY THE CITY. STORMWATER MANAGEMENT SYSTEM AND DISCHARGE HAVE BEEN INCLUDED IN THE 0.5" OVER 24 HOUR RAIN EVENT. PREPARATION OF THIS SWPP. THESE INCLUDE BUT ARE NOT LIMITED TO: ISSUE # DATE DESCRIPTION C. STABILIZED AREAS: ONCE EVERY 30 DAYS A. THE EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION PRECIPITATION. 1 04/08/2016 City Submittal D. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING � Cottage STANDARD DETAILS �nsTRevisioN: FILTER ASSEMBLY B. THE NATURE OF STORMWATER RUNOFF AND RUN-ON AT THE SITE. Grove JAN 2014 DIAMETER, CONSTRUCTION. C. PEAK FLOW RATES AND STORWATER VOLUMES TO MINIMIZE EROSION AT OUTLETS r�,, ProgperityMeet STANDARD SILT FENCE 6" ON-GRADE E. INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS AFTER AND DOWNSTREAM CHANNEL AND STREAM BANK EROSION. �Q`e°"dea°d 10" AT LOW POINT FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE AND TIME OF D. THE RANGE OF SOIL PARTICLE SIZES EXPECTED TO BE PRESENT ON THE SITE. P�nTE No. ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF INSPECTIONS AND Stantec COTTAGE GROVE, MINNESOTA ERO-2 HIGH-FLOW FABRIC RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND AMOUNT OF RAINFALL 29. CONSTRUCTION OF FILTRATION BASINS EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD. A. NO HEAVY TRAFFIC ON FILTRATION AREAS. CONSTRUCTION TO BE DONE WITH 48_ER02.DWG r`i`I Cottage STANDARD DETAILS LAST REVISION: MINIMAL COMPACTION COMPACTION TO FILTRATION AREAS. IF COMPACTION IS � Grove JAN 2014 ENCOUNTERED BASIN SOILS FOR THE FIRST & MUST BE REMOVED & RELAID. INLET PROTECTION CATCH � _ ` 16. MINIMUM MAINTENANCE � �hQ�ePridea+�dPtpSPerityMeet BASIN INSERT N A. SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN NONFUNCTIONAL, OR B� INFILTRATION SYSTEMS MUST NOT BE EXCAVATED TO FINAL GRADE UNTIL THE PLATE N0. O �� - CONTRIBUTING DRAINAGE AREA HAD BEEN CONSTRUCTED AND FULLY STABILIZED � COTTAGE GROVE, MINNESOTA ERO-9 � ` 1/3 FULL; WITHIN 24 HOURS UNLESS RIGOROUS EROSIN PREVENTION AND SEDIMENT CONTROLS ARE PROVIDED( Stantec � B. SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 STORAGE PART III.D.1.C.). � , `G VOLUME. REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF DISCOVERY. C. WHEN AN INFILTRATION SYSTEM IS EXCAVATED TO FINAL GRADE (OR WITHIN THREE 48_ERo9.owc O V C. SEDIMENT REMOVED FROM SURFACE WATERS WITHIN (7)SEVEN DAYS (3) FEET OF FINAL GRADE), THE PERMITTEE(S) MUST EMPLOY RIGOROUS EROSION ANCHORTRENCH � (SEE DETAIL AND NOTES BELOW) � D. CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24 PREVENTION AND SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO KEEP SEDIMENT � HOURS. AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION AREA. THE AREA MUST BE � STAKED OFF AND MARKED SO THAT HEAVY CONSTRUCTION VEHICLES OR EQUIPMENT ovER�aP EN��oiNTs nniNinnunn � E PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL WILL NOT COMPACT THE SOIL IN THE PROPOSED INFILTRATION AREA. oF 6��aN�sTaP�E ovER�aP aT O EVENTS GREATER THANY" IN 24 HOURS i.s� iNTERva�s. G D. TO PREVENT CLOGGING OF THE INFILTRATION OR FILTRATION SYSTEM, THE ,. PERMITTEE(S) MUST USE A PRETREATMENT DEVICE SUCH AS A VEGETATED FILTER STRIP, ��. � �� 17. THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS SMALL SEDIMENTATION BASIN, OR WATER QUALITY INLET (EG., GRIT CHAMBER) TO MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE PERMITTEE(S) WHO HAVE SETTLE PARTICULATES BEFORE THE STORMWATER DISCHARGES INTO THE INFILTRATION �'� �� OPERATIONAL CONTROL OF THE SITE OF FILTRATION SYSTEM. �� '� � ��, .'� , "�, sTaccER�oiNTs s�R�cT��N �. - � /� RFP 18. OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE SWPPP, ALL 30. POST CONSTRUCTION FF�OO�c ,.' -' �' ��p5v INSPECTIONS AND MAINTENANCE PERMANENT OPERATION AND MAINTENANCE AGREEMENTS � ' � � QP o � � THE WATER QUALITY VOLUME THAT MUST BE RETAINED ON SITE BY THE PROJECT'S PERMANENT �' .' O O AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER � ' - O O O STORMWATER MANAGEMENT SYSTEM DESCRIBED IN PART III.D. SHALL BE ONE (1) INCH OF - ,- � ,�' o�00 oO oO o MANAGEMENT SYSTEMS. THESE RECORDS MUST BE RETAINED FOR THREE YEARS AFTER FILING RUNOFF FROM THE NEW IMPERVIOUS SURFACES CRATED BY THE PROJECT. SEE PART III.D.1. FOR � '� � � O� O� O SO� NPDES NOTICE OF TERMINATION. MORE INFORMATION ON INFILTRATION DESIGN, PROHIBITIONS AND APPROPRIATE SITE sTaP�E PaTTERN/�ENsiTv ,�' -'� O�oO�oODoOO �F�,MINl CONDITIONS. SHALL FOLLOW �� O O O �y M�, MANUFACTURERS OVERLAP LONGITUDINAL �OODOODOOD O M CERTIFICATION 19. SWPPP MUST BE AMENDED WHEN: O O O O sPEc�F�caT�oNs. �o�NTs nn�N�nnunn oF 6�� 0 0 0�o�o I hereby certify that this plan, specification A. THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL 31. RESPONSIBILITIES ROCK-6" MINIMUM DEPTH 0� 0� 0� Q or re OI"� WaS re ared b me or under m CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE A. THE OWNER MUST IDENTIFY A CONTRACTOR WHO WILL OVERSEE THE SWPPP WOODCHIPS-18" MINIMUM DEPTH �DO�O�O�O O p p p y y O O O O O direct supervision and that I am a duly B. INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND o��oO�oO�oOOo Licensed Professional Engineer EXCEEDING WATER QUALITY STANDARDS. MAINTENANCE O O O O , 00 00 o under the laws of the State of Minnesota. C. THE BMP S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS B. THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPONSIBLE FOR LONG WASHED ROCK OR �O NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. TERM OPERATIONS AND MAINTENANCE OF THE PERMANENT STORMWATER WOODCHIPS PER o D. AT ANY TIME AFTER PERMIT COVERAGE IS EFFECTIVE, THE MPCA MAY DETERMINE THAT MANAGEMENT SYSTEM: aNCHOR TRENCH i�To 3� SPECIFICATIONS uM ' HAVE REASONABLE POTENTIAL �. �i�6��x6��TRENCH �� Zo M�NZM THE PROJECT S STORMWATER DISCHARGES MAY CAUSE, 2. �av B�aNKETs iN TRENCH 'CN TO CAUSE OR CONTRIBUTE TO NON-ATTAINMENT OF ANY APPLICABLE WATER �1Z� � 32. TRAINING REQEMENTS 3. sTAP�E AT�.5' �NTERVA�s 18" MINIMUM CUT OFF BERM QUALITY STANDARD OR THAT THE SWPPP DOES NOT INCORPORATE THE APPLICABLE - - I-1 I-1'6��II PJ Disch PE � 4. BACKFILL WITH NATURAL SOIL � THE PERMITTES(S) SHALL ENSURE THE FOLLOWING INDIVIDUALS IDENTIFIED IN THIS PART HAVE 1=111=111=11 -i I TO MINIMIZE RUNOFF FROM REQUIREMENTS IN PART III.A.8., (IMPAIRED WATERS AND TMDLS). IF A WATER QUALITY aN�connPacT. I1=111=111=11I I- -II STANDARD CHANGES DURING THE TERM OF THIS PERMIT, THE MPCA WILL AKE A BEEN TRIANED IN ACCORDANCE WITH THIS PERMIT'S TRAINING REQUIREMENTS. s. B�aNKET�EN�TH sHa��NOT II III III III III III III III I-II II II III III III I SITE 49933 �oc%c/16 DETERMINATION AS TO WHETHER A MODIFICATION OF THE SWPPP IS NECESSARY TO 1. WHO MUST BE TRAINED: ExcEE�ioo�wiTHouT aN =----II II'6;, _ ADDRESS THE NEW STANDARD. IF THE MPCA MAKES SUCH DETERMINATION(S) OR ANY ANCHOR TRENCH I I II I II I II I II I II I II I II I1=1I1=1I1�-1I1=1 License Number Date A. INDIVIDUAL(S) PREPARING THE SWPPP FOR THE PROJECT =111=111=111=111=111=11I-1 OF THE DETERMINATIONS IN PARTS III.B.1.-3., THE MPCA WILL NOTIFY THE PERMITTEE(S) II I-111=111=111=11I- DATE 04/08/2016 IN WRITING. IN RESPONSE, THE PERMITTEE(S) MUST AMEND THE SWPPP TO ADDRESS B. INDIVIDUAL(S) OVERSEEING IMPLEMENTATION OF, REVISING, AND AMENDING NOTE: -11I-11I-11= THE IDENTIFIED CONCERNS AND SUBMIT INFORMATION REQUESTED BY THE MPCA, THE SWPPP AND INDIVIDUALS(S) PERFORMING INSPECTIONS AS REQUIRED IN s�oPE suRFacE sHa��BE FREE oF RocKs,soi�c�unnPs, DRAWN BY SRT WHICH MAY INCLUDE AN INDIVIDUAL PERMIT APPLICATION. IF THE MPCA'S WRITTEN PART IV.E ONE OF THESE INDIVDUAL(S) MUST BE AVAILABLE FOR AN ONSITE sTicKs,vEHic�E innPRiNTs,aN�cRass. B�aNKETs sHa�� CHECKED BY PJD NOTIFICATION RE UIRES A RESPONSE FAILURE TO RESPOND WITHIN THE SPECIFIED INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA. HavE coo�soi�coNTacT. NOTES: Q ' 1. FILTER FABRIC SHALL BE PLACED UNDER ROCK COMMISSION NUMBER xxxx.xx TIMEFRAME CONSTITUTES A PERMIT VIOLATION. C. INDIVIDUAL(S) PERFORMING OR SUPERVISING THE INSTALLATION, MAINTENANCE AND TO STOP MUD MIGRATION THROUGH ROCK. SHEET TITLE REPAIR OF BMPS. AT LEAST ONE INDIVIDUAL ON A PROJECT MUST BE TRAINED IN 2. FILTER FABRIC IS NOT REQUIRED UNDER 20. CONCRETE WASHOUT AREA THESE JOB DUTIES. WOODCHIPS. A. CONTRACTOR TO PROVIDE PREFABRICATED CONCRETE WASH-OUT CONTAINER WITH 2. TRAINING CONTENT: �oucKs P�aTE No. 3. ENTRANCE MUST BE MAINTAINED REGULARLY TO RAIN PROTECTION PER PLAN. THE CONTENT AND EXTENT OF TRAINING MUST BE COMMENSURATE WITH THE 3015 PREVENT SEDIMENTATION TRACKING. STO RMWATE R INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES WITH REGARD TO ACTIVITIES EROSION CONTROL BLANKET B. CONCRETE WASH-OUT TO BE IDENTIFIED WITH SIGNAGE STATING "CONCRETE COVERED UNDER THIS PERMIT FOR THE PROJECT. AT LEAST ONE INDIVIDUAL PRESENT WASHOUT AREA DO NOT OVERFILL". ON THE PERMITTED PROJECT SITE (OR AVAVILABLE TO THE PROJECT SIRE IN 72 �RawN�zizo�s PO L L U T I O N C. CONCRETE WASHOUT WATER NEEDS TO BE PUMPED WITHIN 24 HOURS OF STANDING HOURS) MUST BE TRAINED IN THE JOB DUTIES DESCRIBED IN PART III.F.1.B. AND � Cottage STANDARD DETAILS LASTREVISION: WATER IN WASHOUT AREA. PARTIII.F.1.C. Grove CONSTRUCTION ENTRANCE JAN 2014 P R EVE N T I O N �ere Pride aRd Pt�s�rity Meet ROCK AND WOODCHIP � Sta ntec P`�TE"°. P LA N COTTAGE GROVE, MINNESOTA ERO-12 48_ER012.DWG SHEET NUMBER � N � X O M � O 2015 BKV Group, Inc. EOE > Y m N G R O U P 0 40 80 Architecture Interior Design UTILITY NOTES SCALE �N FEET Landscape Architectur� Engineering � 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. Boarman oosnNc CIVIL LEGEND a�toaosEo 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL SANITARY MANHOLE � Kroos COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION. STORM MANHOLE p Vogel 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CATCH BASIN �� Group STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING CULVERT � INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HYDRANT ♦ I I1C. HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC GATEVALVE N UTILITIES. POST INDICATOR VALVE �PIv 4. ALL STORM SEWER, SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE LIGHT POLE � 222 North Second Street BUILDING FACE UNLESS OTHERWISE NOTED. PowER Po�E x Minneapolis MN 5540 I SIGN � 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION BENCHMARK Telephone. v � 2-339-3752 IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. SOIL BORINGS �_ F�imile� 6 I 2-339-62 I 2 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA WATER MANHOLE � DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR TELEPHONE MANHOLE �NWW . b k v g r o u p . COI�Y� � � STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS UTILITY MANHOLE � \ WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND EOE SANITARY SEWER LINES SHALL BE PROVIDED WHERE 8.0 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. E�ECTRic MnNHo�E \ WATER SERVICE � � 7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT SANITARY SERVICE �W I.OT ` \ UNLESS OTHERWISE NOTED. HANDICAP PARKING � CONSULTANTS DIRECTION OF ROW -� 8. PROPOSED PIPE MATERIALS: sPOT E�EvnrioN 9t' 1 WATERMAIN - - coNrouRs ��..� I �eoi. -. 793 SANITARY SEWER PVC SDR 26 8" DIAMETER � 7� SANITARY SEWER � ■_ � '/ � �7g� -�� STORM SEWER � ` / STORM SEWER RCP 15" TO 27" DIAMETER - �- wA�RMAiN � � / :eoo.so , _ J ` �9�� 9. ALL SANITARY SEWER WYES TEES AND SERVICES SHALL BE 6" PVC SDR ZC�. FORCEMAIN -�- PLANNING � ,�9.3 �sn�H � CIVIL ENGINEERING ,� DRAINTILE �i> DT- � _ -- LAND SURVEYING � - � � 10. ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 SILT FENCE LANDSCAPE ARCHITECTURE �_ -""' FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA CURB &GUTTER 4.I�a sr'"' � �'"� ' O \ � RULES PART 4715.2820 ENVIRONMENTAL �� RIY - � 0 � f 1 t � � / $ Q � r = = RETAINING WALL � g � - P _ � �� 'wri TREELINE ^��^ 7200 Hemlock Lane, Suite 300 � � � - � \ 11. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR Ma le Grove, MN 55369 � � 1 --- EASEMENT LINE -- - - - p � t Q � WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST BE 763.424.5505 '�, _ -- - E � � ->� / $ . USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. -•- sEreACK �iHE - �-� - � - www.loucksinc.com \ w� - � a \ � FENCE LINE -X X- � i � 1 wMa�M^�' � �. 12. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, � UNDERGROUND TELE + i PART 4715.0540: LOUCKS PROJECT NO. 15532A \ �) - � i ` �/1� UNDERGROUND GAS -� � � � a. PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252. + � _ � � b. PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. ovERHEno uTiuTY PROJECT TITLE \ � � ��o�ti � � c. ALL FITTINGS MUST COMPLY WITH ASTM D3212. COTTAG E G ROVE � + � � � � d. WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. \ ` � � \ \ �` + � , _ _ � � SEN IOR \ � + � EXTEND EX. WATER � �� APARTM E NTS \ � SERVICE TO 5' � � � + � FROM BUILDING FACE � � \ \ \ \ � OWNER/DEVELOPER + \ / \ \ � EXTEND EX. SANITARY � � � \ + SERVICE TO 5' � \ \ FROM BUILDING FACE \ + \ FFE 814.0 \ �+ GFE 803.0 , � \+ \ � �N�/�g + ��° , � D I��II I \ � . � � � " �. \ \ MH5 + \ ��: \ ` RIM=801.8 \ INV=789.61 (8") E \ � INV=789.61 (EX. 8") N SALVAGE & RELOCATE + EXTEND EX. WATER � (FIELD VERIFY EX. INV) EXISTING HYDRANT \ SERVICE TO 5' � o � � & GATE VALVE ISSUE # DATE DESCRIPTION ' + FROM BUILDING FACE -'-,� �, � � 1 04/08/2016 City Submittal , �� N��ti � � , `,� + -'`� / �w \ \ ��% \ \ \ \ �'�� + EXTEND EX. SANITARY \ \ � ,�' \ + SERVICE TO 5' � � \ \ \ � � \ FROM BUILDING FACE � �� 199.2 LF - 8" PVC � MH 4 ,,�^, �7" �"y� + \ I C�3 0.40% \ � � NV=788.81 (8")W _ ` __- '� � � � � INV=788.81 (8") SE � N , y � \ � � �� - �'- � � �� .�� '� yJ \ � �A � � � G V/� � 1,. � � 74.3 LF - 8" PVC\ O \ _ ` ` ` ,�_� � � � \ � 0.40% � � N V \ � � ,' � \ � � � � `� ,, y �" � 5 ., � \ � � � _ � � , � a... „ a a ...... �, .� � \ �� iNv=�a � � � � \� \ \ � � \ � � � \ \ \ ,' • \+ � � � , �,, . '� '� \ � \ . o �� \ � � � '-r� � + � / \ � � �.-' \�. \ � , _ �j � � � � � �_� � � / � � � CERTIFICATION � , � � � / MH 3 � � I hereby certify that this plan, specification \ \ \ / RIM=802.7 or report was prepared by me or under my / INV=788.51 (8") NW \ � + _ - -► „ � direct supervision and that I am a duly � _ - - / � INV=787.51 (8 ) S Licensed Professional Engineer - � � / - - - � under the laws of the State of Minnesota. \ � � / / / x �J / 98.1 LF - 8" PVC .r\ � � - � � � / � 0.40% � � - � � k � � �� PJ Disch, PE � � x \ � 49933 �oc%c/16 \ \ ��,� License Number Date x \� ��/ MH 2 DATE 04/08/2016 \ � �/� RIM=797.8 DRAWN BY SRT + � � ////� INV=788.12 (8") N CHECKED BY PJD �f/ INV=788.12 (8") SW �-r\ �1j� COMMISSION NUMBER xxxx.xx !/� 137.6 LF - 8" PVC C�30.41% CALL BEFORE YOU DIG! SHEET TITLE � Go her State One Call / p INSULATE SHALLOW �� TWIN CITY AREA: 651-454-0002 SAN I TARY �I V TOLL FREE: I-800-252-I 166 SANITARY SEWER AS NECESSARY S EWE R & MH1 WARNING: WATERMAIN RIM=792.3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL INV=787.55 (8") NE EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN P LAN INV=787.55 (EX. 8") SE MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. (FIELD VERIFY EX. INV) SHEET NUMBER THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED � N DURING CONSTRUCTION AT NO COST TO THE OWNER. � X O M � O 2015 BKV Group, Inc. EOE > Y m N G R O U P 0 40 80 Architecture Interior Design UTILITY NOTES SCALE �N FEET Landscape Architectur� Engineering � 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. Boarman oosnNc CIVIL LEGEND a�toaosEo 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL SANITARY MANHOLE � Kroos COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION. STORM MANHOLE p Vogel 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CATCH BASIN �� Group STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING CULVERT � INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HYDRANT ♦ I I1C. HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC GATEVALVE N UTILITIES. POST INDICATOR VALVE �PIv 4. ALL STORM SEWER, SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE LIGHT POLE � 222 North Second Street BUILDING FACE UNLESS OTHERWISE NOTED. PowER Po�E x Minneapolis MN 5540 I SIGN � 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION BENCHMARK Telephone. v � 2-339-3752 IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. SOIL BORINGS �_ F�imile� 6 I 2-339-62 I 2 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA WATER MANHOLE � DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR TELEPHONE MANHOLE �NWW . b k v g r o u p . COI�Y� � � STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS UTILITY MANHOLE � \ WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND EOE SANITARY SEWER LINES SHALL BE PROVIDED WHERE 8.0 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. E�ECTRic MnNHo�E \ WATER SERVICE � � 7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT SANITARY SERVICE �W I.OT ` \ UNLESS OTHERWISE NOTED. HANDICAP PARKING � CONSULTANTS DIRECTION OF ROW -� 8. PROPOSED PIPE MATERIALS: sPOT E�EvnrioN 9t' 1 WATERMAIN - - coNrouRs ��..� I �eoi. -. 793 SANITARY SEWER PVC SDR 26 8" DIAMETER � 7� SANITARY SEWER � ■_ � '/ � �7g� -�� STORM SEWER � ` / STORM SEWER RCP 15" TO 27" DIAMETER - �- wA�RMAiN � � / :eoo.so , _ J ` �9�� 9. ALL SANITARY SEWER WYES TEES AND SERVICES SHALL BE 6" PVC SDR ZC�. FORCEMAIN -�- PLANNING � ,�9.3 �sn�H � CIVIL ENGINEERING ,� DRAINTILE �i> DT- � _ -- LAND SURVEYING � - � � 10. ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 SILT FENCE LANDSCAPE ARCHITECTURE �_ -""' FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA CURB &GUTTER 4.I�a sr'"' � �'"� ' O \ � RULES PART 4715.2820 ENVIRONMENTAL �� RIY - � 0 � f 1 t � � / $ Q � r = = RETAINING WALL � g � - P _ � �� 'wri TREELINE ^��^ 7200 Hemlock Lane, Suite 300 � � � - � \ 11. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR Ma le Grove, MN 55369 � � 1 --- EASEMENT LINE -- - - - p � t Q � WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST BE 763.424.5505 '�, _ -- - E � � ->� / $ . USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. -•- sEreACK �iHE - �-� - � - www.loucksinc.com \ w� - � a \ � FENCE LINE -X X- � � � wM�MM � �' 94 LF - 15" RCP 12. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, � UNDERGROUND TELE + i �� \ o PART 4715.0540: LOUCKS PROJECT NO. 15532A \ � C� 0.43/o �/1� UNDERGROUND GAS \� -�- � � � � _ � ` a. PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252. ovERHEAo uTiuTY PROJECT TITLE +\ � � b. PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. � � ��o�ti � � c. ALL FITTINGS MUST COMPLY WITH ASTM D3212. COTTAG E G ROVE � + � � � � d. WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. � \ - I I \ �• + , _ _ � � � SEN IOR � APARTM E NTS CORE-DRILL + � �� \ CONNECT TO EX. MH \+ \ � \ ` \ INV=795.3 � \ (FIELD VERIFY EX. MH INV) � � \ CB 15 � � � OWNER/DEVELOPER � RIM=812.3 \ / �� \ � INV=808.2 (15") SE � / \ \ 88 LF - 21 RCP + � \ @ 0.34% STMH 14 \+ _ RIM=812.5 \ FFE 814.0 \ GFE 803.� INV=807.8 (15") NW + . \ INV=801 J1 (EX. 18") NE CB 13 (FIELD VERIFY EX. INV.) \+ RIM=800.2 CBMH 10 INV=796.4 (12") SE ' RIM=800.6 \ � ��o�g INV=795.6 (21") NW + \ D I1��II 1 INV=795.6 (21") SE � .'.� :. �.� \ \ \ � a�_�: \ � \ � � 192 LF -21" RCP + \ : c� 0.2�% \ � � � � RIMT 98.3 ISSUE # DATE DESCRIPTION , + � -'-'- \N�' � \ INV=791.0 (21") SE 1 04/08/2016 City Submittal � ,` , ��` CBMH 11 + -°.\/ \ / �w � � INV=791.0 (21")W � � ,�� RIM=799.5 \ � `-' INV=796.0 (21") NW \ � .-, � \ �_� INV=796.0 (15") SE + � � � , � � � ' ` � + � - \ \ ^ .A �'�, 17 LF - 15" RCP \ � INV=79s � � � , �� y� C� 0.62% * I � \ 69 LF -21" RCP � �^ • � C�3 0.87% -'- � � � \ STM H 4 � � ,%•, y � � � RIM802.3 O O . . ,' - � �` `� �� yJ CBMH 12 � � j' `��/�'""" \ � INV=790.4 (21") S I� � RIM=799.6 \ �� : \ \ � � INV=790.4 (21") NW � G ��f INV=796.1 (12") NE � � O � - - Lfi INV=796.1 (15") NW � � � � � � � <�� \+ � STMH 6 � � � ` -' y \ RIM=802.0 \ � � .. \ � - � � ' � ,;. -r � INV=792.6 (21") E � \� iNv=�a � O INV=792.6 (EX. 24") N � ae � G � 67 LF - 12 RCP \ '� ` � \ � O C� 0.45% " � \ (FIELD VERIFY EX. INV) � , . \ � � � �'`�' �' + \ 201 LF -21" RCP APRON 9 � � \ '�'' O \� \ o INV=797.4 (15") \ \ C+3 0.80/o � \ \ � � 26LF - 15" RCP 44LF - 15" RCP \ � ,_�' `_' +\ � \ C�3 10.8% C�3 0.69% � � \ < - _, 6' � � � , \ � �,- _ � ,� � 15" INV=795.9 64 LF - 15" R CP / ` , , \ c� 0.94/o CERTIFICATION '-� � 15" INV=796.0 / � � �. � / � � I hereby certify that this plan, specification � or report was prepared by me or under my � -► / � CBMH 8 \ � direct supervision and that I am a duly � _ � � � � - _ , / RIM=801.3 Licensed Professional Engineer APRON 1 \ - / INV=797.1 (15��) Nw under the laws of the State of Minnesota. \ � / INV=797.1 (15") SW INV=787.0 (27") x � � / 16 CY RIP-RAP � 86 LF -21" RCP � � - 7 / / C�3 0.82% k\ � - � / 11 �, � / / // 48. LF o 15" RCP PJ Disch, PE 155 LF - 27 RCP � / C�3 1.04/a � � $o�a x STMH 7 \ � V=796.6 (15��) NE License Number � Da e STMH 2 x � � INV=796.6 (15") SW RIM=797.0 DATE 04/08/2016 INV=787.2 (27")W �, � / DRAWN BY SRT INV=787.2 (21") E � � � STMH 3 CHECKED BY PJD � RIM=798.8 COMMISSION NUMBER xxxx.xx INV= 793.1 (15") NE 189 LF - 21" RCP \ INV=789.7 (21")W CALL BEFORE YOU DIG! SHEET TITLE INV= 790.0 (4") NE C�3 0.80% INV-789.7 (21") N SEE DETAIL - 48" STORM VAULT � �� h e r State O n e C a I I (3) 100' -48" / � PERFORATED CMP TWIN CITY AREA: 651-454-0002 STO RM S EWE R �I + @ 0.00%WITH TWO HEADERS "� � TOLL FREE: I-800-252-1166 INV=794.00 P LAN ROCK INV=793.50 �� SAND INV=792.00 4 DRAINTILE INV=792.00 WARNING: 2' CLAY LINER AROUND THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL BOTfOM AND SIDES OF SYSTEM EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN (SEE CROSS SECTION DETAIL) MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. SHEET NUMBER THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED � N DURING CONSTRUCTION AT NO COST TO THE OWNER. � X O M � O 2015 BKV Group, Inc. EOE > Y m � „ /< ., � � � � . / � / \\ � � �� / � \ � W \ �_ \ / . • / _ � � �� 1 / ,�� n � � i i � � • � � . I ��•' N � \ I ` / `� �,` '� � � ��F co r� i i � i � ^ \\ / � � p o�,�� F� � i� i � i i � � � � \1 N �1lfj !f O L J l l/ l/ I \ I / �� ` I \ I /l / • • '• � � / � .CtpNll ,. I ,�i n , � � VU� � J� �� I � � r� ♦ ^ � y � �, � \\ t �\\ � _ I i / L� �� \ � \ j � �. — �� pub/id � � � `J� NW come� of the SW l/4 of the �� : ., �Y tro►�/ed roadway� �/ SW l/4 of S 8, T. 27, R. 2/. �� — — — — — — — — — — — — — — — — — — — — — — — — — — � \ � �� o � . �� ., �A , �y � � Point of Commencement ,�. � � \ �. i � �. ,. ' � � .. � �,� �' \ of Porcel 3.--- I I � \ \\\ � ?O� /�� \ _ _ � F. �� ,,/� .� /\ � \ \ � / \ � _ �` � � , � \ � S � � — — 1 A \ � I \ \\ � — T " �> ; ��\� b�� \ � � �- , - � �.�� /l �,� � � � � � � i�' :� _ — � r- �A `� ,�SAN A 7� � � � ` � << �24`RCp) ` �1' a� N �� ` �� . �1 '-- ,,�+�►�NG � �F . �� R.=__�,� �, �� ti � w � �� — — � — — — — — N89°49'l6"E 56/.00 — — — — — — — — — — — — — — � � � � \� `� \ / � ,1� �� < (Z� � �+ o ^ �� N89°00'l0"E� . N°7n•��._ i - \ �g-r`.,, x ��n rn G — � _ r�._ \ �, N �\\` • � � � �� \�� 1� ; \ '�R� �� , �� ti --Line pa�ollel w/the N line of the SW l/4 I �� x ) �y rn � O _—_ �\ - � $�• \ i i i i r i r� r F� W � \ /6, �t� �j o <� � �� 3 .. �e � i �i i �. cn � of the SW l/4 of S. 8, T. 27, R. 2/. � \ '' �� \ \ 6'.90 a � < �� \\ � 78aj4,��E 177.87 ; �e ss�o\ ??8`� a\ �� o o w � •� •- : � \ `\�\ e� � � ` A�"�s%- `66`�O• '; ` N � \� \ \� \�'9srJ. ;a��. \ � � v �, - - , � �c` � /, \ ��`'y 9�, R-/43.05 ; o � ��J7'�� . W � �ti �\ 4 �'�s ��-D�oinage � Utilify Easement pe� � \ Xe�ti� �� yti �� j� \ 1 � °p � �\ �`s�� S FRATTALONES SOUTHPOINT RIDGE �e \ `� x$ a`.y, ��A �� I \ �� I � �i I \ O $• � � \ \\ \ \ \ �i� \ \ � i � �o � �, � -` \ �� \ � � � � ■■ OUCKS � � �� i � , \ `;; � (No Obsenroble Buildin9s) \ \�,.`i / /�j � � «$ � \ � � �� / / � `y • l- \ I \ � \ ,�/ �,�/ '' Parcel � = � � / � s/�/ � J i I PLANNING \ \ � ' �� /� j .� �� \ , CIVIL ENGINEERING �, �� .�'C� '� ��y �� / �j � �.' I LAND SURVEYING ''\ I'( LANDSCAPE ARCHITECTURE / �' ' / / / ' I ENVIRONMENTAL � �/ \ \ \\ \\ \ ' � / 1 � i � � / / / o < �� '��' � . _ ��--- \1 � � � \'� � ^ , _ � � ` / `c�`\i.� �6��/ I i \ �r,\ � X� \ \°j \ � / I / i� q�6_ � � � � �� 2�s, `��.__� \ ��x� , � '' �i " . � � � /� �� N6' '� \ 7200 Hemlock Lane, Suite 300 \ �O\ �---•�^ � � \ ` � i �� i / � /� I \ �� \\�9�9 \ \�� ' _ - c�J ', / / � \ ^ Maple Gro 763.424 5505 � r � \ ��\ , � � / �/ �� ^�I www.loucksinc.com \ � x� �'9�0¢�- `�A�� . / / �I/tl'Ity Easdnents-�=�� `� \ � \2``��s�''s \ � � l � / � ° � i� // �, � � \ \ / \ \\��y�'� o E. Point Douglas Rd. S. � � �j �� r � ',_--'- � � ' ' W--,`"a, � 4 \'OQ��r �� PID,f 070272/440027 - � — � /�' ' � / ''� , _-- �♦ ''� � •r \ \��„ � _--- Owner. Southpoint Ridge, LLC _ _ � �sV� -� � � i �� \ � �� '� �;�I \ \ O 6 1 / //..�p � � � � > r� � L� ��r i � i c�n� / `+ I �F �x ��g ' � --v��1 / /�� ' '`_ 0 � � / � � � y IX � - � i ` � � \ � � �j (�EI � � � ar � Y �,� �� \ �� ' � \ � 3 �� \, ` /�j// ` ` �� \ �� i �''� i .�;; � � x'''� � i � � � I �� G J' � / i. i i i r� i• �� `�� ^9� � // O � \ � ;� A � I I I I T i /\ T I I � �i� \ \ x�—� 1,; \> � / / X I /� � �i lA l l \J l �i I <' ; � s / /j ` , , �� v �� i�Bl9l4 - � \ \\ �'�� . � \�� `� �///, � � \� �� 6��, \ � I ,�. ti � s \ � � � \ � �R \ //� � ' �'� �ti i�� `� Parcel 2 `� � � � � ,.�,. \ � ��, ,�j�� 1'�� . � �.., i �. ; � R^� �'� \ \ \� �r /s � '` . "�� • O (No Obserwble Buildings) \� �`�OD � -� ��, i \ \ I ' -� __ _ � / 1 ,. , � , . � � -�• � �.� � � � \��'/�'� , � � 9 � �� c `� r �� -' ` c� %� �''-:��--�� I `�i�� G6 cA �' ' CAP� � � / � '<��^� �� I\ • i�y �� \� x� 1 E. Point Douglas Rd. S � 17255� � r `- • r - � r�,. � � PID�70272/440028 SW'ly comer of B282/ � � � � � � ' I .��i \ \ \�� \ � \ � Owner. Southpoint Ridge, LLC Parcel 43C � P5 �� / � �� i °i �' ��'�;,• . � �^'�ay. �7'�06 � \ �?� \ � �\�� \ `�� Bl9/5-----�`\�\ j'�26.69`\ S6;CQQ� \r�� X ��. / r �, �f t��\ � ' ' ' ��.�.. 8"Rebor \ '� \ ` — \� \ � Q [is.ss]J�� / SO°ll'09"W 4� \\\ � ,-� � � I � \ � � � . ia.os s__ � o c � , A �`� ''.;y '�f'�,,�a� �B17 � ��\ �� _� •`�\�� \ \ � ` �� :\\\ \\ �� `�g�,3�., c\�'�� .'�%�J; ,s� � �� I ��' :: ��yJ � � � �� - - �� `�� '� J �; ��, R�%�29 ; ; � ��=,-,,� � �� c'"y \ \ O � \ \\ � � NW��ll exof Porc I 43C---, / 5 \\ � % 8 �� %l \ �`' ` �� \ o , N � � �\ \\ ,�, ^�,� � �\��'~ � /y �� / � \ � ' X \ (66 00/0 W 2/4.50J I _`� ?>��'>'q�'��o¢ -�16� �\�� \ \� , �:\ `s / I �I�\\ i�� , � � S66°47'35"W 2/4.59 t:-� ,�`�, � \ \ \ '� ��Fss,�'�y� � \ � \\�\ `�� •-�'/ � �/ I `�l. �` � �� h � '``�o',p�, " ��\� � � � \ ��1 ``.\ I � � � • � � • -, \ \ \ � �GTy�s�° � \ oA� � � - \l� i--f� � s �� [� fO�I! BlT N ��rv�'AG � / \ � �� ' + \ A�/�`�f 19�D �� ` � J� 2� � � \� � � I i \� J�� , � " � � \ � \ CADD files prepared by the Consultant for this project are ti � '�� _�—_��Exce tlO/! f0 \ l instruments of the Consultant rofessional services for use solel , '�� \ \ ��/��O" F2" �� \ �\.Q �� 7� � P ¢�j� � ?3� 'r � \ � l \ , with res ect to this roect.These CADD files shall not be used � \ \ p � � �e 4c. p / 1�•.o / Parcel 3 yE i 3F � o i P P i � � � � �,� � ls�.�� , ¢.3 i � ; \ �� \ on other projects,for additions to this ro ect,or for com letion / �S i ` �� f a3 1 � � of this project by others without written approval by the �'F 0 �� \ p• �, �r � \�� \ �+R Pi\ \ � p�°��oy��'�P�� / ti��:�.^ � �� e---� : '� ? s `S 223� i � P i P � g � RQ�`,Q ti.�'y �ry ..rr \ ) �� ¢�? $ Q�U / � Consultant. With the Consultant's approval, others may be �—r _ � \ \ � ' �X-1°�1� /� �C J'�`` � ,yo°� e�0/ �(�� '+2 � 'SP •IO�TR \ ¢S,J . �� 3O l � � permitted to obtain copies of the CADD drawing files for �� \ _ _ �� `2�Op / \�O � 1 � � / �„`—5.�� 39 � � / information and reference only. All intentional or unintentional ` \ � �,.5` e 18'TR 2 ��y-�.�'�� y/' / ° � " � revisions, additions, or deletions to these CADD files shall be = - � � , , � r � � � , . , ,�� i [S23/450 EJ , � � � _ • � �k1 I • �— ^ 1 '�- � io irt• - - � \ �f�0 / o � N � made at the full risk of that party making such revisions,additions O \ � \ / � / �f� - � � � \ OtC� � S22 2725 E / or deletions and that art shall hold harmless and indemni the —� �'�' \ \ � \ � � �\J• '� � / ��5' p `•14� k _ / �\¢`�C' / � ----_` P Y fi' � � � Y �\ ,3,3�' Consultant from any&all responsibilities,claims,and liabilities. � J-� �� _ X��St�N ., � %� � � .� Par l 3 � �� > ' � , h , �_� \\ �P \ ��C AP MAflP � � �' �� .1} � / I . ,oPPsf�� \SEWER i ♦ �.� � . b� `�°b'9 �� p �`ea, � � --SEIy line of 3 �'i• � � $ i . . �� T �y'9��s\ �, � ,�%!j/� � FRATTALONE'S o '"�" eAti� `�� / � � .o" �", � � \�� CAP� � �� 04/08/16 SURVEY ISSUED T � \\ , ,�'� s � � `� � � SOUTHPOINTE RIDGE o 7007 E. Point Douglas Rd. .� ��-•� � . ��'' � r�•-^ i �� 14889 : � < �� p�� ' � � PID�'080272/330043 � �� •18" � i � ^ � �.. Ll � � � Owner. Anchor Bonk, NA ��-►/ � `\ �tg'� i� � --''22.95 �---a� q.o� � � o \ �J�� Most N'ly comer �� / �oP � �� I i �� '�� _ L___--- �:,��,5 — E � \ -, �`�' \ � � � � , , �Utlfty Eas�menta-�__----- �; r"� � U��ty �� - \Po�cel 43C-,__. 13775 � �1 � a� � \ � � � � ��'�•��.::"?�:t '�� :Y.. . ; � � � . . � � � -'TR � � / ..:+f+s=if'�;f�+^ �' ��rn � � � � � � / � � '� / � � J� � }t�:�x.�'4;,�i�-•°t ..w. / / � �; \ � �k/ � ��\� _��1__��-r� � �;,j��y� •-�:c. �'i,,,=y'r;r i::+ � i �/ �.,' \ �i � �s�j�'>•\ \ / � � / �`\' �f � � . 6`0 �"�� 19� � st , , i N 3 a� � � � - � i � ; ��/�a � � � � �o L� � / � a 35 W� "W� � � i ��\ ��,/� � i � � � � �� o g3�55 ,66 4 66��°�o � � i � �� . i i � / �� 308•6 ��W � � oy� �� l, �� ;�� i i ________�-----�'"� � �� 566�q�1�35 �,�,��of pso�,�,tis�� ; 'I� ��— i'� i �� \ „ � �^ �y o?4 i _ / �'o / i \ �e � �°c,y��y, � j i `�� / �i� a 707/E. Point Douglos Rd. S � "��, � ,�6,Fs� �'�i� � �Q \ � � � � PID,�'080272/3300/I \ \ 6y f - .J � � � � � Owner. A dc E Investments, LLC 8�� / � � �-s�-P/IDpOSEd Q►I�i►Qge � ��S° � -'�'., � \ ��'�i� �UtAltyEaseme�nta�= �'� ��,, � � �� >�� . ,��^�y9�\ \ m � \ \\ /i .� �� -��r� � � \ / � � SURVEY LEGEND - EXISTING CONDITIONS 9�f\ � �� , �'` � � ;--- � � � �, \ ��/� .�0� a� �\ ��Point of Beginning CATCH BASIN CURB STOP STORM SEWER \�-� �/ �`�q�1��9\, \ ��/ CA�13775 � STORM MANHOLE OUTLET CONTROL STRUCTURE CONIFEROUS TREE —>- SANITARY SEWER \ �/' �t;; �� --- 5y�0o�� " • • ' ' � _ �5 PID,/b802721330044 � � SANITARY MANHOLE DUCTILE IRON PIPE — I - WATERMAIN � I /-� � � / i � owner. ott Thomos dr Pome% d I hereby certify that this survey, plan or report Was \ / \ � � �} ; �� ` — prepared by me or under my direct supervision and that DECIDUOUS TREE \ I '�� i��''� � / � \ I am a duly Licensed Land Surveyor under the laws of [ OUTLET CONTROL STRUCTURE POLYVINYL CHLORIDE —E�E- UNDERGROUND ELECTRIC �} � theStateofMinnesota. y Y��Y" ,�� .-� -Most N ly comer N � � WATER MANHOLE REINFORCED CONCRETE PIPE O DENOTES I/2 INCH X 14 INCH IRON UNDERGROUND GAS � �� i �,` ."';�.'��, of Parcel 43D ` - _ - �� HYDRANT SANITARY MONUMENT SET, MARKED "LS 17255" UNDERGROUND TELEPHONE N � � \ / \ "�i�� .� � ,�`��i� � He ry D.Nelsan_p y �q �� c �� .� License N 17255 GATE VALVE TOP OF CURB • DENOTES FOUND I/2" IRON PIPE X CHAIN LINK FENCE �N � � �� ,� �,`�,'_'' � �� O 40 $O Date 04/08/16 TELEPHONE PEDESTAL INVERT � DENOTES FOUND REBAR —�- RIGHT OF ACCESS �~ '+ : " �,� I � \- • . • •• LIGHT POLE DECIDUOUS TREE CONCRETE CURB DENOTES MNDOT R/W PLAT CORNER �:y � j � \ � Loucks Project No. 15-532 SIGN RECORD SPOT ELEVATION ��e.�� CONCRETE �i \ ' SCALE IN FEET Project Lead HN CONTOUR Drawn By MS -g Checked By HN Field Crew TV . - NOTES: 1) The existing easements for the property are proposed to be vacated. Required easements are to be dedicated on �� a �,�, �� o; ww the proposed plat. J� , Zo� m 74th�5T. cMFADOW �! „] o> a � � n RASS n �� Parcel 3: � � > � � _. a H�� 2) Part of the Minnesota Department of Transportation Right of Way Plat No. 82-20 is proposed to be released � � � � adjacent to the north line of Parcel 3. m �� w Those parts of the Southeast Quarter of the Southeast Quarter of Section 7 and the Southwest Quarter of the Southwest s -� Z Quarter of Section 8, Township 27, Range 21, Washington County, Minnesota, described as: �;N a Fqs, o�OAKW00 � P4 BENCHMARK: PRELIMINARY PLAT GENERAL NOTES Commencing at a point on the West line of said Southwest Quarter of the Southwest Quarter of Section 8 distant ST T POI"��TE o �AVE. ,oR.s�79th ' Elevations are based on MNDOT Benchmark Name: WILLIAMS, GSID Station #89102. Located in Cottage Grove, 0.24 '�\ ��V��qS ', HARow000� 33.00 feet South of the Northwest corner of said Southwest Quarter of the Southwest Quarter of Section 8; thence on � SURVEYOR: OWNER/DEVELOPER: miles NW along Hwy. 61 from the junction of Hwy. 61 & 80th St. S./Grange Blvd. at Hwy. 61 mile point 126.42 63.2 ft. � ' �T. � � Loucks Associates, Inc. Dominium Develo ment and Ac uistions, LLC an assumed bearing of North 89 degrees 00 minutes 10 seconds East, along a line parallel with the North line of said NE of northbound Hw . 61, 85.4 ft. SW of chain link fence, 70.6 ft. SW of NW corner of reinforced conc. Pi e a ron, 93.3 � m � ��oz_____ N p a Southwest Quarter of the Southwest Quarter of Section 8 a distance of 561.00 feet• then South 7 degrees 59 minutes y p p qorF°��• �` '� � 7200 Hemlock Lane, Suite 300 2905 Northwest Boulevard, Suite 150 ' ' ft. NW of light pole, 1.3 ft. NE of witness post. Elevation=787.71 feet (NAVD88). �S R 0 �o. 39 � Qo~ P� N Ma ple Grove, MN 55330 Pl ymouth, MN 55441 50 second East, a distance of 786.72 feet; thence South 66 degrees 00 minutes 10 seconds West, a distance of 214.50 Site Benchmark: To p nut of h ydrant located a p prox. 64 feet NW of the NW corner of the sub ject pro pert y. ' 0� ``'o o�� y 9�F feet; t hence Sout h 2 3 de rees 1 4 minutes 5 0 secon ds East, a distance o f 3 3.0 0 feet; t hence Sout h 6 6 de rees 0 0 � � u � 763-424-5505 763-354-5500 g g Elevation=804.48 feet (NAVD88). ,,o� �.,°° �� \ � minutes 10 seconds West, a distance of 379.50 feet to the point of beginning of the land to be described; thence South �' ��,� ' �.p � 55 degrees 00 minutes 10 seconds West, a distance of 47.91 feet to the most Northerly corner of Parcel 43D, ��P ' :;�� N LEGAL DESCRIPTION: EXISTING ZONING (per zoning map on 03/29/16): � s � Q Minnesota Department of Transportation Right of Way Plat No. 82-20, according to the recorded plat thereof; thence s � 84+h sT.s.; ,� � Parcel 1: Parcels 1 & 2: Zone B1, Limited Business District with a Planned Development Overlay Q North 57 de rees 31 minutes 02 seconds West, alon a Northerl line of Parcels 43U and 43C, said Minnesota Q S a a � ��;n�hST• o g g y Parcel 3: Zone B2, Retail Business District I Id I o Lot 1, Block 2, Frattalone's Southpoint Ridge, according to the plat thereof on file and of record in the Office of the Department of Transportation Right of Way Plat No. 82-20 and along a Northerly line of Parcel 43C, Minnesota � Registrar of Titles in and for Washington County, Minnesota. Department of Transportation Right of Way Plat No. 82-19, a distance of 241.08 feet to the most Northerly corner of AREAS: M said Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19; thence North 39 degrees 21 Property Area = 211,585 Sq. Ft. or 4.86 Acres � Torrens Property minutes 23 seconds East, along the Northeasterly extension of the Northwesterly line of Parcel 43C, Minnesota Right of Way Released Area = 7,178 Sq. Ft. or 0.16 Acres � Torrens Certificate No. 64685 Department of Transportation Right of Way Plat No. 82-19, a distance of 174.55 feet to the East line of said Southeast Gross Property Area = 218,763 Sq. Ft. or 5.02 Acres � Quarter of the Southeast Quarter of Section 7; thence North 0 degrees 37 minutes 41 seconds West, along said East � Parcel 2: line of the Southeast Quarter of the Southeast Quarter of Section 7, a distance of 13.55 feet to a Southwesterly corner PROPOSED BUILDING SETBACKS: of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-20; thence South 73 degrees 11 Front = 25 Feet a Lot 2, Block 2, Frattalone's Southpoint Ridge, according to the plat thereof on file and of record in the Office of the minutes 53 seconds East, along a Southwesterly line of said Parcel 43C, Minnesota Department of Transportation Right Side (Corner) = 25 Feet � . � . Registrar of Titles in and for Washington County, Minnesota. of Way Plat No. 82-20, a distance of 432.45 feet to its intersection with a line which bears North 66 degrees 00 minutes Side (Interior) = 10 Feet � 10 seconds East from the point of beginning; thence South 66 degrees 00 minutes 10 seconds West, a distance of Rear = 35 Feet � Torrens Pro ert 308.59 feet to the oint of be innin Exce t that art latted as Frattalone's South oint Rid e. � o P Y P 9� 9• P P P P 9 N Torrens Certificate No. 64686 FLOOD ZONE DESIGNATION: o Washington County, Minnesota This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per Flood o Title Commitment File No. 50994, dated February 23, 2016 Abstract Property Insurance Rate Map, Community Panel No. 2705020405E effective date of February 3, 2010. � � � � 0 a G R O U P Architecture Interior Design Landscape Architectur� Engineering � 1 PRECAST INVERT MUST BE 1/2 DIAMETER OF THE 6„ I . . I PIPE AND BENCHES SLOPED 2"TOWARD THE INVERT. o � 2"MIN. � � � Boarman Kroos II�- COMPACTED � WASHER 1/8"T. -� � �I=� COMPACTED } -1 DIA �� CASTING A B ECCENTRIC SIDE � 2"O.D.,3/4"I.D. � + + + + + + + + + + + + + + + + r BACKFILL I � � , I I�- BACKFILL ;�_�.._dI6+ i 2000# CONCRETE R1642B 27" 7 2 REQ./ BOLT iZ�� - + + + + + + + + + + + + + + + � I - OF HOLE =� + + + + + + + + + + + + + + �, = �--- _��-��-� �- ; 2�„ �„ - + + + + + + + + + , + i' ' ' �' ' LOAD FACTOR 2.3 R1755G Vogel � + + + + + + + + + GRANULAR BORROW g DIA � MAN o 0 0 6 5/8" GALVANIZED + + + + + + + + �_� DIA+12" MIN. "DIA" DENOTES OUTSIDE CLASS A o BOLT ��- ++`+++ ++++++` Ir MNDOT SPEC. DIAMETER OF PIPE CONCRETE BACKFILL TO 0.5 G r0 u p -- + + + �_, 3149.2B1 MOD. � � o 6" _� + + + + + + + _ OF OUTSIDE DIAMETER ° THREADED I I1C. + + + + + + WITH SHAPED BEDDING. � MANHOLE STEPS SHALL BE PLACED ° INSERT TO DESIGN OR EXISTING GRADE - 11-111-111-111-111= ' � � �� SO THAT OFFSET VERTICAL PORTION 12 _ -i ,. ._ e: . � ACCEPT A 3/4"0 - - - _ _ - _ - - _ � � . v '_ �I��I=��_��_��_�� + �� "DIA" DENOTES OUTSIDE �- . . . . . . - COMPACTED OF CONE IS FACING DOWNSTREAM. a . _ _ _ _ _ _ _ _ _ _ _ _ _ DIA 12 MIN.� - _i_ � , BOLT 4 REQUIRED -11I-111�II-II�II�II�III�II�II�IL-II�II�II�III�II�II�IL-II�II�II�III� DIAMETER OF PIPE -I � BACKFILL NEENAH FRAME AND PLATEN LID OR 4 1" DIA. HOLES IN �� 222 North Second Street _ + + + + +� + + + �- � MANHOLE CONE �_� + + + g�DI� + II� E UAL, LETTERED"SANITARY SEWER" MANHOLE FRAME EVENLY + + r COARSE FILTER PLAN Q _ REINFORCING � g DIA/4 BUT NOT= + + + + + + i�� WITH 2 CONCEALED PICK HOLES. SPACED � LL' Minneapolis MN 5540 I PIPE FOUNDATION & BEDDING IN GOOD SOILS - I- ¢ LESS THAN 6" + + + + + + _�j� AGGREGATE MNDOT SPEC. � ac '= 3149H MOD, PLAN VIEW TOP � I�III-111-11L=11L=111 li- ^ MINIMUM 4" SAND FILL � T e l e p h o n e 6 I 2-3 3 9-3 7 5 2 LOAD FACTOR 1.9 - MINNIMUM OF 2" MAXIMUM OF 12" 4" . m ' / ' COVER REMOVED STYROFOAM • I M P R O V E D P I P E F O U N D A T I O N M A T E R I A L(3 1 4 9.2 H M O D.) D I A+1 2" M I N. °D I A" D E N O T E S O U T S I D E C L A S S B ' �� F H D P E A D J U T M E N T R I N ----------------------- O O O CONSIDERED INCIDENTAL TO THE SPECIFIED GRANULAR DIAMETER OF PIPE HAND SHAPED FROM TIE DOWN DETAIL � SAND FILL � INSULATION Facsimile. V I �-339-V� I � B O R R O W M A T E R I A L(3 1 4 9.2 B 1 M O D.)I N T H I S A R E A � ANGULAR BEDDING MATERIAL � � I "A" � RIGID INSULATION � � � u' = . MINIMUM 40 PSI RATING `I♦1Iv r♦ . b k v 1 � u . C�m -I _�_COMPACTED � � MANHOLE STEPS, NEENAH R1981J � ¢ D =1 �_' BACKFILL 6 a � � � � � '� � � I V- � z '. OR EQUAL, 16"ON CENTER. ,�. NEENAH R-1755G FRAME E O E v r � + + + + + + + + + + + + + + + + + �- � = II�- COMPACTED � ,� 1 DIA i � �• ALUMINUM STEPS APPROVED. AND COVER OR EQUAL WITH =�_ + + + + + + r '- - il l- ACKFILL - ° 2 CONCEALED PICK HOLES -_� + + + + + + + + + + + + + �_� -_ _ _ _ : ill B N ALL JOINTS IN MANHOLE TO � 27�� + + + + + + + + + + + + �-� � � --; -„-,,,-,,,�� LOAD FACTOR 1.5 � ° w = � VARIES - + + + + + + + + + + �-� COARSE FILTER _ 1 ' ' „ „ HAVE"0" RING RUBBER GASKETS � ° O T + + + + + + + + + + r AGGR. MNDOT SPEC. z DIA DIA DENOTES OUTSIDE CLASS C-1 VARIES � � MANHOLE STEPS, NEENAH IMPR VED PIPE -_� + + + + + + + + + + �=� DIA+12" MIN. DIAMETER OF PIPE 12"-16" VARIES* • > z ° R1981J OR E UAL 16"O.C. FOUNDATION 6" + + + + + + + + + + = 3149.2H MOD. HAND SHAPED FROM FIRM , PRECAST INVERT REQUIRED. Q � O '-1 + + + + + + + + + - � � a. 4 ALUMINUM STEPS APPROVED, PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED. CONSULTANTS PAY DEPTH '=1 + + + + + + + + 1= UNDISTURBED SOIL '-I-� + + + + + + + I-' PIPE SHALL BE CUT OUT FLUSH ;.� INCRE,MENTS TYP. - + + + + + + _ r • � O f '-� + + + + + �=' 6�� , 5�� WITH INSIDE FACE OF WALL. a COVER OVER PIPE-A WIDTH OF INSULATING BOARD-B � I I_II I-111-111 II - -TI I I�-I a ALL JOINTS IN MANHOLE TO HAVE DIA Jr- COMPACTED KOR-N-SEAL MANHOLE OR EQUAL 2' 11' "DIA" DENOTES OUTSIDE I II�- BACKFILL C O N S I D E R E D A C C E P T A B L E A L T E R N A T E. "0" RING RUBBER GASKETS DIA+12" MIN. � �_I � _ ° 3' 9' DIAMETER OF PIPE + + + Ilr � ■ O � � KC DIA/4 BUT N0�T� +�� p�q + ��i- COARSE FILTER AGGREGATE ALL DOG HOUSES SHALL BE GROUTED VARIES* 4, �� NOTES: J LESS THAN 6" + + + + + + + � MNDOT SPEC. 3149H MOD. ON INSIDE AND OUTSIDE. 1 I I�IIIJII-111-1IIJII li- LOAD FACTOR 1.5 _ 1.Aluminum sign to be 0.063"thick with black letters on white high intensity 'DIA" DENOTES OUTSIDE CLASS C-2 5' S' reflectorized background. PLANNING PIPE FOUNDATION & BEDDING IN POOR SOILS DIA+12" MIN. DIAMETER OF PIPE HAND SHAPED FROM SECTION ECCENTRIC * DETERMINED BY PIPE SIZE 2. U-channel post at minumum 3 Ib/ft and 6'-6" long and painted green. 6' 3' 3. Si ns shall be placed as directed b Cit En ineer. CIVIL ENGINEERING ANGULAR BEDDING MATERIAL * DEfERMINED BASE ON PIPE SIZE WATERTIGHT MANHOLE g y y g LAND SURVEYING � Cottage STANDARD DETAILS �asTREv�s�oN: � Cottage STANDARD DETAILS �rsrREv�s�orv: � Cottage STANDARD DETAILS LASTREVISION: � Cottage STANDARD DETAILS LASTREViSION: � Cottage STANDARD DETAILS �rsrREv�s�orv: � Cottage STANDARD DETAILS �ASTaE��S�oN: LANDSCAPE ARCHITECTURE Grove BEDDING METHODS FOR PVC JAN 2014 Grove BEDDING METHODS FOR RCP 7,4N zo14 Grove SANITARY SEWER MANHOLE 7aN zola Grove WATERTIGHT CASTING FOR JAN 2014 Grove INSULATION DETAIL JAN 2014 Grove STRUCTURE MARKER SIGNS JAN 2014 ENVIRONMENTAL Pr d tO=Perity Meet er d osPerity Meet �h 2 Pode anbPfOSPerity Meet er d erit Me e � e prlde an P � e pride an Pt OR DIP e � e Pride an P�pSp V et SANITARY SEWER MANHOLE kh K Prlde andP�O'Perity Meet l�er ae��perity Meef e Pdde an PLATE N0. PLATE NO. PLATE N0. PLATE N0. PLATE NO. PLATE N0. 7200 Hel'71IOCk Lal'le, Suite 300 � Stantec COTTAGE GROVE, MINNESOTA BED-1 � Stantec COTTAGE GROVE, MINNESOTA BED-2 � Stantec COTTAGE GROVE, MINNESOTA SAN-1 � Stantec COTTAGE GROVE, MINNESOTA SAN-5 � Stantec COTTAGE GROVE, MINNESOTA SAN-6 � Stantec COTTAGE GROVE, MINNESOTA SPECIAL-1 Maple Grove, MN 55369 763.424.5505 48_BEDI.DWG 48_BED2.DWG � 48_SANI.DWG 48_SAN5.DWG 48_SAN6.DWG 48_SPECIALI.DWG www.loucksinc.com LOUCKS PROJECT NO. 15532A PROJECT TITLE GROUT BOTTOM OF MANHOLE TO 1/2 GROUT BOTTOM OF MANHOLE TO 1/2 - B DIAMETER AT PIPE AND SLOPE GROUT DIAMETER AT PIPE AND SLOPE GROUT 24"X36" SLAB OPENING FOR NEENAH 4 C O TTAG E G ROV E 2"TOWARD INVERT. � 2"TOWARD INVERT. - R-3067-V(R-3067-VB AT LOW 3'-0" 1�� o POINTS)OR EQUAL NOTE: VANE GRATE ` � MANHOLE STEPS SHALL BE PLACED � CASTING A I B � DIMENSION FROM BACK OF CURB TO SHOWN � SEE CITY PLATE N0. STO-15 FOR RIPRAP PLACEMENT. O � RIPRAP S E N I O R FLOW SO THAT OFFSET VERTICAL PORTION � R1642B 27' I 7° 1 0 1 CENTER OF PIPE.4' DIA. MH 9"IN _ o � OF CONE IS FACING DOWNSTREAM. � � FROM BACK OF CURB 5' DIA. MH -3"IN 1O n� � o MANHOLE STEPS SHALL BE PLACED o l FROM BACK OF CURB 6' DIA. MH -3" A A A PA RT M E N TS f CASTING A B SO THAT OFFSET VERTICAL PORTION � BEHIND BACK OF CURB 7' DIA. MH -9" o 0 R16426 27" 7" OF CONE IS FACING DOWNSTREAM. � BEHIND BACK OF CURB 8' DIA. MH - 15" �� N BEHIND BACK OF CURB FACE OF CURB STORM SEWER SHALL BE RCP. STORM SEWER SHALL BE RCP DIRECTION OF FLOW OWNER/DEVELOPER NO BLOCK STRUCTURES ARE ALLOWED. NO BLOCK STRUCTURES ARE ALLOWED. - NEENAH R-3067-V(R-3067-VB AT LOW ANCHOR CLIP POINTS) CASTING OR EQUAL WITH VANE � P�N NEENAH FRAME AND PLATEN LID OR P�N PLAN GRATE. � "�� EQUAL LETTERED, "STORM SEWER", NEENAH FRAME AND PLATEN LID OR „ _ MINIMUM OF 2", MAXIMUM OF 12"OF NO BLOCK STRUCTURES ARE ALLOWED. � 3 RADIUS STORM SEWER SHALL BE RCP 1 WITH 2 CONCEALED PICK HOLES. EQUAL, LETTERED, "STORM SEWER", HDPE ADJUSTMENT RINGS. WOVEN FILTER PLAN � WITH 2 CONCEALED PICK HOLES. "" ^�� FABRIC SHALL THEN BE WRAPPED �� 4 B J MINIMUM OF 2" MAXIMUM OF 12"OF - � � � m HDPE AD]USTMENT RINGS. WOVEN FILTER 00 ;n � o AROUND HDPE RINGS. CONCRETE COLLAR CATCHBASIN CASTING NEENAH "L�` 5D I MINIMUM OF 2", MAXIMUM OF 12"OF SHALL BE PLACED AROUND FILTER FABRIC. RIPRAP REQUIREMENTS FABRIC SHALL THEN BE WRAPPED _ HDPE ADJUSTMENT RINGS. WOVEN FILTER VARIES o R-3067-V(R-3067-VB AT LOW • AROUND HDPE RINGS. CONCRETE COLLAR x , 12"-16" TOP OF BARREL SECTION UNDER TOP SLAB POINTS)OR EQUAL WITH VANE 12"TO 18" 8 TO 12 CY CL.3 P�N NOTE: FILTER BLANKET � "A" ¢ ��q�� FABRIC SHALL THEN BE WRAPPED o TIE LAST 3 PIPE JOINTS. SHALL BE PLACED AROUND FILTER FABRIC. � � TO HAVE FLAT TOP EDGE SEALED WITH Z GRATE 3" RADIUS CURB BOX. 21"TO 33" 14 TO 20 CY CL.3 RE UIRED UNDER RIP RAP. w � w � AROUND HDPE RINGS. CONCRETE COLLAR GRATE TO BE 1"BELOW USE 2 TIE BOLT FASTENERS Q BEADS OF RAMNEK OR EQUAL. 36"TO 48" Z3 TO 38 CY CL.3 � � MANHOLE STEPS, NEENAH R1981J � � SHALL BE PLACED AROUND FILTER FABRIC. GUTTER GRADE. 10' PER]OINT. INSTALL AT � VARIES 54"AND UP 62 CY AND UP CL.4 > z J OR EQUAL, 16"ON CENTER. � z ALL JOINTS IN MANHOLE TO HAVE MINIMUM OF 2", MAXIMUM TRANSITION EACH SIDE 6„ 60° FROM TOP OR BOTTOM � ALUMINUM STEPS APPROVED. � MANHOLE STEPS, NEENAH R1981J "O" RING RUBBER GASKETS OF 12"OF HDPE ADJUSMENT OF CATCHBASIN. (ONE CUBIC YARD IS APPROXIMATELY Z,800 LBS.) N N OR EQUAL, 16"ON CENTER. � - ° RINGS. WOVEN FILTER OF PIPE. _ � � � ALUMINUM STEPS APPROVED. � � ° DOGHOUSES SHALL BE GROUTED ON BOTH TOP OF CURB PROVIDE 3 ANCHOR CLIPS TO FASTEN FABRIC SHALLTHEN BE D I1��II 1 : ALL JOINTS IN MANHOLE TO HAVE '�� q � � 2' � RIPRAP VARIES ' VARIES , _ ¢ THE OUTSIDE AND INSIDE. WRAppED AROUND HDPE TRASH GUARD TO FLARED END SECTION. 12"-16" ;� *VARIES ��0" RING RUBBER GASKETS 12"-16" ; *VARIES ALL]OINTS IN MANHOLE TO HAVE � > RINGS. CONCRETE COLLAR � HOT DIP GALVANIZE AFTER FABRICATION. ° �, ; ,< LL> MANHOLE STEPS, NEENAH R1981J OR MINIMUM 3' - ' ° PIPE SHALL BE CUT OUT FLUSH ,`' "O" RING RUBBER GASKETS. EQUAL, 15' O.C.,ALUMINUM STEPS SHALL BE PLACED AROUND 24° X 36" , ANCHOR BOTH SIDES. UNDER F.E.S. � APPROVED. FILTER FABRIC. PRECAST STORM SEWER SHALL BE RCP. FILTER MATERIAL ,.,� WITH INSIDE FACE OF WALL. cn VARIES w w 4r� 5 � (MNDOT 3601.2B) PIPE SHALL BE CUT OUT FLUSH a Q 4" 3" GROUT 3 6 MIN � � '� NO BLOCK STRUCTURES ARE ALLOWED. � � - � ISOMETRIC TRASH GUARD SIZING SECTION A-A GEOTEXTILE FILTER ¢ Q WITH INSIDE FACE OF WALL. �6" Q o � DOGHOUSES SHALL BE (4'-6" MAX) PIPE SIZE BARS �H' BOLTS BLANKET TYPE III > I, � DOGHOUSES SHALL BE GROUTED BOTH � " � �� GROUTED ON BOTH THE <, INSIDE AND OUTSIDE OF MANHOLE. � --__ ;� ��__-- ' STORM SEWER SHALL BE RCP (" 12"-18" 3/4"� 4" 5/8" RIPRAP i i (� �� (�`i DOGHOUSES SHALL BE GROUTED BOTH � INSIDE AND OUTSIDE. 21"-42" 1"0 6" 3/4" _� i a _ , ° ° . ° ° KOR-N-SEAL MANHOLE OR EQUAL ° - � ; ° - J INSIDE AND OUTSIDE OF MANHOLE. � 48"-72" 1 1/4"� 12" 1" � DATE DESCRI ISSUE # PTION , SECTION 1 04/08/2016 Cit Submittal � I �11 CONSIDERED ACCEPTABLE ALTERNATE. I I �," KOR-N-SEAL MANHOLE OR EQUAL SECTION FILTER MATERIAL Y � ~� F~ CONSIDERED ACCEPTABLE ALTERNATE. GROUT BOTTOM SECTION B-B�GEOTEXTIOLE FL TER) SECTION SECTION *DETERMINED BY PIPE SIZE *DETERMINED BY PIPE SIZE BLANKET TYPE III � Cotta e STANDARD DETAILS LASTREVISION: � Cotta e STANDARD DETAILS LA5fREVISION: � Cotta e STANDARD DETAILS LASTREVISION: � � Cottage STANDARD DETAILS LASTREVISION: � Cotta e STANDARD DETAILS LASTREVISION: COtta e STANDARD DETAILS �asTREv�s�oN: g g g g Grove FLARED END SECTION AND JAN 2014 g Grove STORM SEWER MANHOLE JAN 2014 Grove STORM SEWER JUNCTION JAN 2014 Grove CATCHBASIN MANHOLE JAN 2014 Grove CATCHBASIN ]aN 201a y, ��perltyMeef Grove RIPRAP AT OUTLETS JAN 2014 �e�e Pride and P�ospeidy Meet �hP�e Pride and P�OSPe�ity Meet lph Q erit Me !yh P�osperity Meet hP�e Pdde and P !� P�pS�rity Meet TRASH GAURD MAN HOLE ere Pride and CO9P Y e[ e�e pride and Pre Pr.'de and PLATE NO. PLATE N0. PLATE NO. PLATE N0. PLATE N0. Stantec COTTAGE GROVE, MINNESOTA STO-14 PLATE N0. Stantec COTTAGE GROVE, MINNESOTA STO-1 � Stantec COTTAGE GROVE, MINNESOTA STO-2 � Stantec COTTAGE GROVE, MINNESOTA STO-5 � Stantec COTTAGE GROVE, MINNESOTA STO-7 � Stantec COTTAGE GROVE, MINNESOTA STO-15 48_ST014.DWG � `v 48_ST0I.DWG 48_Si02GWG 48_STOS.DWG 48_ST07.DWG 48_ST015.DWG O O � �` � '� ` `G PROPOSED A`O V EXISTING YARD POUR CURB INTEGRAL DRIVEWAY LOCATION 3' `v CONCRETE SLAB SHALL BE 7"THICK, WITH CONCRETE SLAB DRIVEWAY WIDTH REMOVE EXISTING FIBERGLASS ITYDRANT FLAG (HYDRAFINDER)TO BE � CONCRETE APRON SHALL BE CONSTRUCTED REMOVE&REPLACE EXISTING A CONCRETE CURB ATTACHED TO HYDRANT WITH AN EXISTING FLANGE � 3/4" PER FOOT ON 6"COMPACTED CLASS 5 GRAVEL BASE CONTRACTION JOINT SOD WITH 4"TOPSOIL SAWCUT ,.. ,.. ,,. . RADIUS BOLT TOWARDS THE BACK OF THE HYDRANT. � (SEE SPECIFICATIONS) (TYP.) � Z BOTTOM FLANGE OF TOOLED CONTRACTION JOINT O 18" VARIABLE TO R W OR BACK OF S W WHICHEVER IS GREATER " "' �" �" "' "' �" �" "" EXPANSION � (SEE PLAN) GUTTER LINE y W W W �. W W .� .� MIN. j ; - ` ]OIN AY�D�RP`N RT�D y y y y .� T��P� B E G 0 N A 6�� VARIABLE GRADE a : � < � ` ^ ° W W W W W a . , 3 I a e .. . - - - - - �.� --3 M DISTANCE ° ° =�T. Tpp 5' MINIMU �. � a � � �.. OF 2". o -� Z, � � �" � A MILL OVERLAY AREA R MOV IS MIN. Ct � > , • � � . . �..�..... � � - N . - ..... . . .� . �.�.�..... .. _. X I S I N G B I T U M I N U U R F A I � CONCRETE CURB ��yu��x� I � ? _ 2' 1 PANEL-10' 2' CON RETE CURB - � T� �'r � &GUTTER � EXISTING BITUMINOU � � - _ . ,.1 _ .. -. f. � 7"CONCRETE PAVEMENT SURFA - _ •' : . „ ,', . I a . PLAN � : d , 6"CLASS 5 BASE 100%CRUSHED �EXIS ING ROADWAY I BACKFILL TO 6� INCIDENTAL TO APRON EXISTING NON-WEAR BE TAMPED SECTION A-A BITUMINOUS SURFACE E 3 I COURSE FILTER EXISTING CONCRETE VARIABLE(TO R/W OR BACK-OF I AGGREGATE PER CERTIFICATION � CURB&GUTTER �EXISTING ROADWAY 18" S/W WHICHEVER IS GREATER) MNDOT SPEC 3149.2H. COVER WITH MINIMUM I hereby certify that this plan, specification POUR CURB INTEGRAL PAYMENT AREA BY SAWCUT I MEGALUGS(TYP.) 4 MIL THICKNESS NOTE: or report was prepared by me or under my WITH CONCRETE SLAB SQUARE FEET (TYP.) A I3/4"PER FT VARIAB� ►-��E POLYETHYLENE. CONCRETE PAD SURFACE SHALL ° HAVE BROOMED FINISH direct supervision and that I am a duly � °a � a a Licensed Professional Engineer � a a a a ,,,-,� ,,,�,� u n d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a. a Q ; . a. a ' � �I�I� _il�li� C O N C R E T E T H R U S T 2 i ° " ' ' BLOCK � EXISTING B618 L 7"CONCRETE PVM�T. TIE ALL FITTINGS WITH 8" CONCRETE BLOCK CURB&GUTTER MATCH EXISTING STREET SECTION 6 CLASS 5 BASE 100/o •'•'� ° EXISTING MIN. OF TWO, 3/4" PROVIDE CONDUCTIVITY � SAWCUT 1/4"IFT. MIN. BITUMINOUS AND WITH MINIMUM USING THE FOLLOWING CRUSHED INCIDENTAL �� 6�� MATERIALS: TO APRON DIAM. GALVANIZED STRAP(TYP.). MINIMUM I I I I -TYPE SP 1Z.5 WEARING COURSE MIXTURE(2,B) [SPWEB240B] RODS&MEGALUGS 1/16"X3/4"WIDE FLAT PJ Disch, PE A EXPANSION JOINT(TYP) - 6"CONCRETE ° � -TYPE SP 12.5 NON WEARING COURSE MIXTURE(2,B)[SPNWB230B] COPPER STRIP. < " , ° 4��GRAVEL BASE ° -CLASS 5 GRAVEL BASE 100%CRUSHED NOTEs: 49933 �oc%c/16 P . Q - 4"TOPSOIL AND SOD 1. HYDRANT SHALL BE WATEROUS PACER-WB67-250 PLAN REMOVE EXISTING NON-WEAR SECTION A-A Z. ALL D.I.P. WATERMAIN SHALL BE WRAPPED WITH 8 MIL PLASTIC INCLUDING ALL License Number Date BITUMINOUS SURFACE NOTES: MECHANICAL JOINTS. ALL D.I.P. SHALL BE CLASS 52. 1. CITY RIGHT-OF-WAY PERMIT IS REQUIRED PRIOR TO CONSTRUCTION. 3. ALL DUCTILE IRON WATERMAIN FITTING SHALL BE FUSION BONDED EPDXY COATED. DATE 04/08/2016 SECTION 2. FOR MATERIAL SPECIFICATION, REFER TO RIGHT-OF-WAY PERMIT. NO SCALE 4. PROVIDE ONE EXTRA HYDRANT FLAG PER HYDRANT TO THE CITY. DRAWN BY SRT NO SCALE 5. INSTALL OUT OF SERVICE TAGS TO THE HYDRANTS UNTIL TESTED AND PASSED. CHECKED BY PJD STANDARD DETAILS LASTREVISION: COt�CL' e STANDARD DETAILS LASTREVISION: � Cotta e � STANDARD DETAILS LASTREVISION: g � Cotta e STANDARD DETAILS �asrRev�s�orv: � Cotta e STANDARD DETAILS �nsTaEv�s�orv: COMMISSION NUMBER xxxx.xx g Cottage Grove CONCRETE COMMERCIAL JAN 2014 g g Grove CONCRETE DRIVEWAY APRON 7AN 2014 Grove ]AN 2014 k erityMe� Grove JAN 2014 Grove JAN 2014 SHEET TITLE �ereprfdeand4�p5�rltyMeeY CONCRETE CURB REPLACEMENT heQPridea�dP�p9P DRIVEWAY APRON CONNECT TO /q dty Meet ILh P�oSpedty Meet !y roqperity Meet COMMERCIAL herep�deandP�'Pe NON WEAR' eiePridea�a hP�ep�dea�de DETAIL Pu+TE No. COMMERCIAL/INDUSTRIAL PwTE No. EXISTING STREET PLATE N0. PLATE NO. PLQTE N0. � Stantec COTTAGE GROVE, MINNESOTA STR-18 � Stantec COTTAGE GROVE, MINNESOTA STR-20 Stantec COTTAGE GROVE, MINNESOTA STR-22 � Stantec COTTAGE GROVE, MINNESOTA WAT-1 � Stantec COTTAGE GROVE, MINNESOTA WAT-9 48_STR18.�WG 48 STR20.DWG 48_STR22.DWG 48_WAT1.DWG 48_WAT9.DWG IVIL DETAILS SHEET NUMBER � N � X O M � O 2015 BKV Group, Inc. EOE > Y m G R O U P Architecture Interior Design Landscape Architectur� ATTACH SIGN TO POST ATTACH SIGN TO POST � WITH APPROPRIATE WITH APPROPRIATE E n g i n ee ri n g 18'-0" SEE PLAN STAWLESS STEEL BOLTS, STAINLESS STEEL BOLTS, /F WASHERS&NUTS. /F WASHERS&NUTS. �'�� (TYP.AT TOP& v�� (TYP.AT TOP& 1'-0" BOTTOM OF SIGN) BOTTOM OF SIGN) PAVEMENT SECTION VARIES "HANDICAP "PARKING BY SEE PAVEMENT SECTION DETAIL Boarman DROP-OFF ZONE DISABLED PERMIT NO PARKING" ONLY" KI OOS 0 0 � � � SLOPE GUTTER TO "VAN ACCESSIBLE" p a '� SIGN MATCH PARKING LOT 3"RAD. �„ PAVEMENTSECTION VARIES VOgGI GRADE GRADE DRAINAGE g RAD. (3/4"PER FT.TYP.)TIP SLOPE GUTTER TO MATCH GUTTER OUT AS REQ'D PARKING LOT DRAINAGE rou p � NOTES: NOTES: 1 u� • � (3/4"PER FT.TYP.) �C. ' 1. PROVIDE(1)SIGN PER 1. PROVIDE(1)SIGN PER STALL a' ' • TIP GUTTER OUT AS REQ'D p � � ,d, • - � �n y ACCESS AISLE 2. SIGN MUST MEET LOCAL 3/8"LIP 3��qp 3 . . ' �' 6�� 3/8"LIP � 'w� o Z � II 2. SIGN MUST MEET LOCAL II STANDARDS •. a „ : , � 1/2"RAD. rn v,-i n C� STANDARDS G� '-'opD � a Qa , • V�� . . . � .• • . • � � ,. • . . . . . . . .a . • . ° ': " ' <' . . • •. . . • . ort econ treet `° ,�, Z�n HANDICAP ACCESS ISLE HANDICAP PARKING SIGN � a � �. v . : ' . • ' 13.5" v a A, • • � � �° � �� Minneapolis MN 5540 I . a• a A. .�� d ; . 'a . a a s . a . � � 3j� NOPARKINGSIGN NOTToscA�E 7" , d •, • � d' ° ' ,° ,• � � a� ' . � �� a a �� m Z�� NOT TO SCALE • •�.' ' � . . • ' AGG.BASE ,•9•' , •a . . � ' � • ,d •° . N N= AGG.BAS ' ° • a • e•• ' • a � . ' d '�, VARIES °�� a � a �. a. Telephone: 6 I 2-339-3752 O7 O� VARIES ° ' e• � o o �� 5� � Facsimile: 612-339-6212 a � C MIN.OF 4"AGG.BASE �I�p�/�� /� v"', 0 10"DIAMETER UNDER CURB(IF TOTAL MINIMUM 1' `r♦rr r♦ . b k v g r o u p � COI 1 1 BEHIND BACK MIN.OF 4" MINIMUM 1'BEHIND n 0 D�� N ALL LINES 5"WIDE HICKNESS OF SECTION OF CURB AGG.BASE UNDER BACK OF CURB m � - ALLOWS) CURB(IF TOTAL EO E �n m �� THICKNESS OF SECTION ALLOWS) r Z� (�m o A 8" �Z�� $�� r A { �O` � N STANDARD GUTTER �z nO��D � b�s° m�� _�O �p o + PROVIDE PAINTED Z�� CONSULTANTS _,,D � �� ,- WHEELCHAIR SYMBOL AT -"Z y D= (�,.Z„ `� EACH DESIGNATED n m CWj �"' �v' HANDICAP PARKING STALL CURB SPECIFICATION NOTES: � �,, n � CENTER SYMBOL IN STALL TYPE A 1. UPON COMPLETION,CURBING SHOULD BE SPRAYED WITH A SPECIRCATION NOTES: A - "' B612 12" MEMBRANE CURING COMPOUND PER MNDOT 3754. 1. UPON COMPLETION,CURBING SHOULD BE SPRAYED WITH A � B618 18" Z. EXPANSION JOINTS AT MAX.SPACING OF 200'. MEMBRANE CURING COMPOUND PER MNDOT 3754. ■ O � � '/� � B624 24" 3. CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. 2 EXPANSION JOINTS AT MAX.SPACING OF 200'. � K WHEELCHAIR SYMBOL 3. CONSTRUCTINACCORDANCEWITHMNDOT2531. �� NOT TO SCALE PLANNING LOUCKS PLATE NO. LOUCKS PLATE NO. LOUCKS PLATE NO. LOUCKS PLATE NO. CIVIL ENGINEERING TYPICAL ADA PARKING 2035 TYPICAL ADA WHEELCHAIR 2036 B6 STYLE CONCRETE 2009 FLAT CURB AND 2��2 LAND SURVEYING SYMBOL & PARKING SIGN CURB AND GUTTER GUTTER (12") LANDSCAPE ARCHITECTURE DRAWN 1/2014 DRAWN 1/2014 DRAWN 1/2014 DRAWN 1/2014 ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com r �� LOUCKS PROJECT NO. 15532A �9ss PROJECT TITLE (3)X 100'OF 48" 798.00 PERFORATED CMP SEE C O TTAG E G R OV E FILTER FABRIC SHEET C4-1 FOR LAYOUT SEPARATOR FREE DRAINING ANGULAR (DOES NOT INCLUDE RIM=797.0 S E N I O R WASHED STONE 2"TO 3" HEADER OR STONE MAX.PARTICLE SIZE NO LENGTH-TOTAL SYSTEM CARBONATE LENGTH IS 110'.) F�N�SHEo��oE IE=798.5 A PA RT M E N TS 6° I N V=795.90 @�o 0 2"gIT.WEARCOURSE, �2° 24" �� 2¢° �� 2" -��(Z� nnN/ooTz36os�vEnznoe IE=898.0 48 48' CMP 48 CMP 48 CMP �5`S � OWNER/DEVELOPER I 26�F 48"CMP TACK COAT,MN/DOT 2357 IE=794.0 6" IE=793.5 2"gIT.NON-WEAR COURSE, �$�� MN/DOT 2360 SPNWB230B INV=793.1 0 IE=792.0 24" 6"AGG.BASE,CLASS 5 OR 2 MN/DOT 3138 794.00 IE=790.0 48" FILTER cEOTExTi�E Fi�TER FneRic 7vPE v, FABRIC 4"SLOTTED SINGLE WALL HDPE � � nnN/ooT 3�33.z SEPARATOR PIPING WITH CIRCULAR KNIT z4"FREE DRAINING � 'F 0 suRFncE connPncTioN POLYMERIC FILAMENT FILTER GRAVEL SAND(GW, i !�i� SOCK PER ASTM D6707-01 GP,GM OR SW) LIGHT DUTY SECTION PARTICLE SIZE- 4•PVC @�� 4"DRAINTILE INV=792.00 0.02-0.04 INCHES 26 LF- � 1 •�1 1 2'CLAY LINER TO INV=790.0 SURROUND PERFORATED PIPE SYSTEM NOTES FLOW 1.CONTRACTOR SHALL INSTALL REQUIRED CMP,PIPE BENDS AND TEES TO CONNECT Z�� ~ 21" PIPES AT THE LIMITS OF THE UNDERGROUND PIPE SYSTEM FOOTPRINT.(SEE UTILITY PLAN) OUTLET W LET 2'CLAY LINER TO 2.4"PVC DRAINTILE SHALL FOLLOW 48"CMP PIPES AS SHOW ABOVE AROUND THE SURROUND PERIMETER OF THE PIPE SYSTEM.CONTRACTOR SHALL INSTALL TEES AS NECESSARY TO INV=787.2 PERFORATED PI PE CONNECTDRAINTILEOUTLETMANHOLE. :;:•�,F'•.:�"•,••:;�_•��•.r'..•°';•, SYSTEM ISSUE # DATE DESCRIPTION . ..,.. r� ;'r; 1 04/08/2016 City Submittal LOUCKS PLATE NO. LOUCKS PLATE NO. LOUCKS PLATE NO. STANDARD BITUMINOUS 2030 48" PERFORATED PIPE SYSTEM STMH 2 DETAIL PAVEMENT SECTION ow,wNv�o�a NOT TO SCALE � � O O NOTE: RETAINING WALL INFORMATION: � //��` CONTRACTOR TO PROVIDE RETAINING WALL CMU MANUFACTURER:ANCHOR BLOCK � V DESIGN/SHOP DRAWINGS SIGNED BY A TYPE:T.B.D.VERIFY W/OWNER PRIOR TO O ` ` PROFESSIONAL ENGINEER FOR APPROVAL PRIOR CONSTRUQTON A` v TO CONSTRUCTION. COLOR:T.B.D. `v � CONTRACTOR TO SUBMIT SHOP DRAWINGS � FOR THE STEEL PIPE AND STEEL BRAIDED CABLE 2"GALVANIZED SCH 40 PIPE A`� WITH ANCHOR SYSTEM EMBEDDED INTO THE VERIFY COLOR WITH OWNER `v 'SLEEVE IT'FOOTING ANCHOR FOR APPROVAL PRIOR TO CONSTRUCTION /�O PRIOR TO CONSTRUCTION. FENCE ( _ POST'" V �"STEEL BRAIDED CABLE ANCHORED INTO THE GROUND AT BOTH ENDS OF RAILING SYSTEM RETAINING WALL CONC.CAP UNIT CURB&GUTTER sEE°ET^�� SET POSITION OF 2' 3' PnRKiNc�oTsuRFncE SLEEVE IMMEDIATELY BEHINQ TOPMOST SRW . !�-��- STEEL PIPE GUARDRAIL SYSTEM UNIT. SLEEVE,IT� 12Z4R � I I-I I RETAINING WALL �'• 'e:�� I I .I I _-I I I-I I TO BE INSTALL INTO CAP UNIT 12 0X24 DEEP BLOCK UNIT " I I-I I I-I I I- "s�EEVE�T��ANCHOR CUT THE GEOGRID �' . ' I I I I-I I I- SYSTEM PER MANUFACTURER'S AROUND THE � sPEaFicnTioNs FILL SLEEVE WITH ��'�a��•: II =_ �s�EEVEiT�ANCHORsvsTEnn :r;�;�. SLEEVE-ITT"" SYSTEM ......�� - - - SEE oETA�� 1 � ;_�:, CONCRETE, SET CERTIFICATION -I I I-I I I-I FENCE P05T AS NECESSARY ��' �� X �� I hereby certify that this plan, specification � ' ' I-I I I-I I I= ' � COMPACT Tt?95% MDD �%`: ° '�� 1=111=17��NOEST�RBEoso�� , �- or re ort was re ared b me or under m I I I-I I I-I I I- OR COMPACTED FlLL SRW UNIT --_:• PER ASTM D698. p p p y y � �a I1=1I1=1I1= direct supervision and that I am a duly ' CRUSHED/COMPACTED REINFQRCED Licensed Professional Engineer I 1-I I I-1 I 1- Ro�K BACKFILL ZONE GEDGRID under the laws of the State of Minnesota. •�j'� � � I I I�I I I�I I FW�SHED G��E � . cEocRi�As - I I-I I I �•�°:� -I I I-I I I-I I REQUIRED -I I I-I I I - - - 4"PERORATED PIPE -I I I-I I-I I I WITH SOCK � I I I=_- - - - - 'FENCING SYSTEMS APPROVED FOR IJSE WITH SLEEVE-ITT"" 1224R -��=I I I-I I I-I I I-I I I-I I I-�� ARE LIMITED TO THE FQLLOWING HEIGHTS: CHAIN LINK-UP TO$-FT, PJ Disch, PE 6��c�Ass s connPACTEo P R I V A C Y- U P T O 6-F T(W O O D E N, P V C, M E T A L). P O S T S I Z E 4"X 4" M A X. TO 95%STD.PROCTOR 49933 �oc%c/16 License Number Date DETAIL OF FENCE POST INSTALLATION USING SLEEVE-ITT"" 1224R DATE 04/08/2016 N.T.S. DRAWN BY SRT CHECKED BY PJD COMMISSION NUMBER xxxx.xx FqR MQRE INFORMATION GONTACT: RETAI N I N G WALL W/ STEEL ��L��v�tT STRATASYSTEM5INC., SHEET TITLE CA B L E G U A R D RA I L --�� -eoo-seo-7�so OR strsta�geogrid.00m SCAL E: N/A DATE:12/151200T $CALE:NTS DWG NO.SLEEVE-ITn"1224R SECTION C I V I L DETAILS SHEET NUMBER � N � X O M � O 2015 BKV Group, Inc. EOE > Y m GENERALNOTES: GENERALNOTES: • TWO ALTERNATIVE METHODS OF TREE STAKING ARE • TWO ALTERNATIVE METHODS OF TREE STAKING ARE ILLUSTRATED. IT IS THE CONTRACTOR'S OPTION TO STAKE ILLUSTRATED. IT IS THE CONTRACTOR'S OPTION TO STAKE TREES; HOWEVER,THE CONTRACTOR IS RESPONSIBLE FOR TREES; HOWEVER,THE CONTRACTOR IS RESPONSIBLE FOR G R O U P MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. GUARANTEE PERIOD. • SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING, • SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING, Arch itectu re TYP. TYP. �nterior Design 8'0"STEEL STAKE � • CONIFERS TO HAVE SHREDDED HARDWOOD MULCH UNLESS DOUBLE STRAND 14 GA.WIRE;3'@ 120 DEGREE INTERVALS,TYP. OTHERWISE NOTED. NO MULCH TO BE IN CONTACT WITH Landscape Arch itectu re TRUNK,TYP. E I1g I I1eerl I1g 16"POLYPROPYLENE OR POLYETHYLENE-40 MIL.;1 1/2"WIDE STRAP,TYP. � ` 16"POLYPROPYLENE OR POLYETHYLENE-40 MIL.;1 1/2"WIDE STRAP,TYP. ?�'V1' �'U�� DOUBLE STRAND 14 GA.WIRE;3'@ 120 DEGREE INTERVALS,TYP. �w,� TREE WRAP TO FIRST BRANCH OR APPROVED EQUAL,TYP. � � � pVC1,f,•r�C n —— �� FLAGGWG;ONE PER WIRE,TYP. _�� _ / / 8'0"STEEL STAKE ORGANIC MULCH;4"DEPTH-NO MOUNDWG;36"DIA.AROUND OUTER � FLAGGWG;ONE PER WIRE,TYP. ��5 TRUNK,TYP.(SEE SPEC) � /��% //� ROOTBALL TO SIT ON MOUNDED SUBGRADE,TYP. REMOVE BURLAP AND VOgeI � ROOTBALL TO SIT ON MOUNDED SUBGRADE,TYP. REMOVE BURLAP AND _ - ` CAGE FROM TOP 1/3 OF ROOTBALL G r o u p CAGE FROM TOP 1/3 OF ROOTBALL � III�� , `�l f� ORGANIC MULCH 4"DEPTH-NO MOUNDWG;36"DIA.AROUND OUTER � PLANTWG SOIL WITH AMENDMENTS;(SEE SPEC) �� TRUNK,TYP.(SEE SPEC) I I1C. � EDGE CONDITION VARIES;(SEE PLAN) �' ( PLANTWG SOIL WITH AMENDMENTS;(SEE SPEC) � EDGE CONDITION VARIES;(SEE PLAN) DRAIN SYSTEM AS REQUIRED;(PER SPEC)4"DIA. ; PERFORATED PVC PIPE WITH SOCK-PLACED IN 42"MIN. DEPTH ;� � DRAIN SYSTEM AS REQUIRED;(PER SPEC)4"o�A. 222 North Second Street AUGURED HOLE;FILL WITH 3/4"DRAIN ROCK � PERFORATED PVC PIPE WITH SOCK-PLACED IN 42"MIN. DEPTH AUGURED HOLE;FILL WITH 3/4"DRAIN ROCK M i n neapol is, M N 55401 3 AT ANGLE4TWP.OD OR STEEL STAKE;SET F ( 2"X 2"X 24"WOOD OR STEEL STAKE�SET Tele hone: 612.339.3752 GD ° � GD TA GB AF SUBGRADE SU GRADETYP. Fa(�S�m��e: 612.339.6212 �� 2`�� \ � � �j z � / w w w. b k v g r o u p. c o m � � �'��`: BOULEVARD TREES CHOSEN FROM / � o-_ MP CITY MASTER LIST;PLANTED EVERY 30' �� j, �i� � �j� � ��j�/, �/, � /,,�/� EO E ��_ �_. - �� _ �A \ � �A � \ � �,�, � � _- - - - - - - - - - - - � d ' - - - - _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ __ _a , � - _ _ _ _ _ _ _ _ __ _ _ _ _ ___ � � _' _ _ _ _ _ _ � .• ,,: � , : , °' "� , . ` o, 8'SHRUB SCREENWG FROM PARKWG = d o o . �- � •' ,, ._ - ,-,"; ..` `,.; ' , rt aa ' — LOT TO EXTERIOR ROAD EXCEEDS 36" � Y �� a � � � , . 2 TREE PLANTING DETAILS TYP. � , � ; k HEIGHT RE UIREMENT Q L100 �� — - a a 1/2��_ 1� 0�� _ _ _, _ _ _ _ _ _ 4. . - " _ , _ _ _ _ _, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ _ _ __ _ __ _ _ _ _ _ _ " _ _ _ _ _ _ _ _ _ _ __ - - � •1�. _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ __ _ _ _ _ _ , _ _ _ _ ___ _ _ _, _ _ " __ _ __ __ _ _ _ _ _ _ _ _ _ _ _ _ ;��' r�� _ ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �_ � �_ _ _ _ _ l_"'_`_�Tl,a' _ _ _ _ _ _ ___ _ _ _ _ __ _ __ __ __ _ _ _ _ _ __ _ _ _ __ _ __ _ __ _ _ _ __ _ _ _ _ ___ _ __ _ _ _ _ _ __ _ ___ _ _ _ _ _ __ _ _ ___ _ _ N LTANT CO SU S ��` °� - ',.4`;, ', � " R - „, , ... ; . , ,. .. - . , . , .. : t, 23 GENERAL NOTES: GENERAL NOTES: Ds • HAND LOOSEN ROOTS OF • HAND LOOSEN ROOTS OF .,, .. ,,.., ' +' " , + + + ,�' VARIES PER PLAN CONTANERIZED MATERIAL,TYP. CONTANERIZED MATERIAL,TYP. + ` - 30 + +��-;._ �� : C VARIES • SCARIFY BOTTOM AND SIDES OF + + ' p PLANTWG PIT PRIOR TO PERENNIAL PLANT SPACWG VARIES; 1 TRANSFORMER PADS;TO BE ENCLOSED 7 + ��° _ _ � 6 INSTALLATION AF � : - - . BY FENCWG;SEE CIVIL Mp + UC (SEE PLANT MATERIALS SCHEDULE) ` + SHREDDED HARDWOOD MULCH;(SEE • CENTERWG OF SHRUB IN BED TO + SPEC);4"DEPTH,TYP. TAKE PRECEDENCE OVER 2 RETAINWG WALL;SEE CIVIL + `-_ �" � ,_, DIMENSION FROM EDGE AG 1 + "' �- `,� ��'_�'�- EDGE CONDITION VARIES PER PLAN MP + + + ' _ MONUMENT SIGN TBD � � PLANTWG SOIL;(SEE SPEC) 18"MIN. SHRUB PLANT SPACWG VARIES; DEPTH UNLESS OTHERWISE NOTED + (SEE PLANT MATERIALS SCHEDULE) , , 1 a 2 T' �� „'�' �r, `�5,� PA INDIVIDUAL UNIT TERRACES + + , _ _ ____ __ SHREDDED HARDWOOD MULCH;(SEE BP + SUBGRADE SPEC ;4"DEPTH,TYP. ) ��` �� MP + + � � � � � �- �� _ � � I EDGE CONDITION VARIES PER PLAN � � �� PLANTWG SOIL;(SEE SPEC) 18"MIN. + + �� + + + � � + °+ + �� I � �� IT � �� DEPTH UNLESS OTHERWISE NOTED a�° � a� ° .a _ FOUNDATION PLANTWGS;MIXED \ � � � � � PROJECT TITLE � SHRUBS AND PERENNIALS, � � I i I � i ' ��', , , HARDWOOD MULCH � � � �� I I I I � I I I I I I SUBGRADE � � a � ��;� �� a � �� .� �� i � � � � � � COTTAGE GROVE \��r �� + + BP � � � ' ' ' SENIOR � 64 °UTDO°RSEAT'NG;BENCHESTBD � � SHRUB AND PERENNIAL PLANTING DETAILS-TYP. APARTM E NTS AG Ss -� �:'.;�. 3 13 L100 3/4"= 1'-0�� \ _;, '� =„�_..: ' QW � � ��: �;a_�:-;�� KEY PLAN IRRIGATION NOTES: � �� ' � _ AMENITY AREA AT GRADE; DESIGN " 1. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDWG A PERFORMANCE 1 y'�'��` � '�"�' �B� IRRIGATION PLAN AND SPECIFICATIONS AS PART OF THE SCOPE OF WORK WHEN BIDDING. � BP THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR i COLUMNAR TREES INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO INSURE i THAT SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDWG THOSE � ` ` ° AREAS DIRECTLY AROUND AND ABUTTWG BUILDWG FOUNDATION. � + � �.-� i 1 i UC �� ° � �:`��- �`�'- 2 2. SHRUB&PERENNIAL BEDS TO BE IRRIGATED WITH DRIP IRRIGATION.SOD TO BE IRRIGATED i + `�,a '.,� GD WITH SPRAY. i - - -- --- - --- -- - - - -�d'-_ _ � � 'o� � ,.��_ � '�o- ,. ., _ _ _ „,,., - _. _ '_° _, _r.'._, ,-"- . . - _ ,_�, _ _ _ 71 � �,�. 3. ION ------------ ------------ a _ LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERWG/LAWN IRRIGAT + Ds + ` ° SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIALS i , + UC GROWTH REQUIREMENTS. i + i 2 4. LANDSCAPE CONTRACTOR SHALL INSURE THAT SOIL CONDITIONS AND COMPACTION ARE i UC a + ADEQUATE TO ALLOW FOR PROPER DRAINAGE AROUND THE CONSTRUCTION SITE. i + UNDESIRABLE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE � 1 +; .° ° ' ARCHITECT PRIOR TO BEGINNWG OF WORK. IT SHALL BE THE LANDSCAPE CONTRACTOR'S � BOULEVARD TREES CHOSEN FROM GB 66 a + RESPONSIBILITY TO INSURE PROPER SURFACE AND SUBSURFACE DRAINAGE IN ALL PLANTWG i Ss + + � -_ _ CITY MASTER LIST;PLANTED EVERY 30' AREAS. � ° +� a � "' '' , ,'_ - ,,. _ ' _, 3 � � ��+ " "- '� "�� =�` �� -" �� AF ISSUE # DATE DESCRIPTION � - = °° a`�''J~- ''c'" = `< " =` `r" -` 5. COORDINATE IRRIGATION SLEEVWG LOCATIONS WITH GENERAL CONTRACTOR. - - �a - _ +'.'„ " 04/08/2016 CITY SUBMITTAL `°=1? 6. RAIN SENSORS TO BE INCLUDED WITHIN THE IRRIGATION DESIGN. a , ":_ " - + 1 + :.,.. '_'> ",,, �R"' ' -,,;' , ,=: ,=.,.�'. '., rt.' -'. "^�' ,._,,.�, SHRUB SCREENWG FROM PARKING LOT TO ° GB 7. IRRIGATION LIMITS TO EXTEND TO STREET BACK OF CURB. "�-` � EXTERIOR ROAD EXCEEDWG 36"REQUIREMENT � + � :'� + _ �" ° 4 \ TA (: � � 3 GRAPHIC LEGEND. + MP aa '�:,: Q - - � a _ _ - _ - - _ _ TURF BETWEEN FOUNDATION;,,'T a �,, - _ - _- - _ + =,'.: -_ - - _ PLANTWGS AND EGRESS/-`. - - - - - - + aa a a - -;'F-' - - -- - - + + a° - � �a - �'= - °P i_.� ' fr L _ _ _ _ _ _ _ _ - _ . _ ' ' ' ' _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ __ _ _ _ _ _ _ _ _ _ _ _ - _ _ ` + �. � _ __ _ _ __ _ ___ _ _ _ _ _ � _ _ _ __ __ _ _ __ _ _ __ _ _ _ _, _ _ _ _ _ _ _ _ __ _ __ _ . - _ _ _ __ 1 ` _ _ _ _ _ _ _ _ _ _ _ _ _ �/ CONCRETE ai TYP. TURFGRASS: SOD, _ _ _ _., b + + +� _ _ _ , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ # , , O + + + ,,,, � , - ".:,, ,, a (SEE SPEC) IRRIGATED , , ,. ., - ,, :, ' -,` RETAINWG WALL SEE CIVIL � , , ,, ...., .-.- , k, ° � 6 � `. . + + �. .-. .� . �� „ . ,,,-, . _. ,-_, FOUNDATION PLANTWGS�MIXED �� ; '' >`�,.; (SEE SPEC) „,." ' ;,. , , .- , <,. � ,.',','� fi,,. .- , �,, . + aa �.. Gp _ `� SHRUBS AND PERENNIALS a , V + + + + + + + + , `,".<: :_:`'"-_ :.. :_ -_°: HARDWOODMULCH + + + + + ., :. -"',,-~, - +' � + + + + + + + + + � - - - - - - - - - - - - - - - - - - - - - - - - - - a� - - - \ - - - - - -_ - - - - _- - - - . - - - - _- - - - - -- - - - - - --- - -- - - - - - - - _ - - - � - - + + + - - - - - - .- - - - - - - - - ..,-,,, , <,. , � ._. . ,. _ a._,.- .,.. . 1 a � � v PERENNIAL MIX: DECORATIVE COLORED + AG � 1 + +" '` a� V IRRIGATED SPECIES TBD CONCRETE SEE SPEC , � ) � ) UC _.., . ... ,,,., a + + � INDIVIDUAL UNIT TERRACES + + ` + �a o + � � � + +` - < ��— a 1 a + + + + + + + _ + + + HARDWOOD MULCH, EXISTWG TREE CANOPY; + < . , , SHREDDED PRESERVED WHERE AG (SEE SPEC) POSSIBLE + + _ +` 3 EGRESS WALKWAY AT EXTERIOR + + GB 'a 5 a PN + a 1 CERTIFICATION . MP LAND APE RE IREMENT . SC U S Q 4 + � : ,` a r,,� ;_, + PA � • CHAPTER 4.2.500 SECTION B RESIDENTIAL AND RESIDENTIAL- �a- . 4 " - - PR P ED PLANT HED LE- NDEN ED ° x + �,,.. � _ a:°.-'-",_ ,. . 0 os sc u co s COMMERCIAL DISTRICTS REQUIREMENT OF 10/o LANDSCAPE + \� __ __ _ _ ___ _ __ _ ___ _ __ 4. _ _ _ _ _ __ __ _ _ __ _ _ __ - ' _ __ _ _ _�_ _ _ _ _ _ _ _ _ - _ _ __ _ COVERAGE `' + _.'�° ,` .,.. ': MIX OF EVERGREEN CANOPY AND ORNAMENTAL ' � PLANT W G + , , � . , ,, ,, ,., ,., ,, , . � ;..-_ . ,,,... ,_ �,, ,,,F � , , • TOTAL LOT AREA = 218 762.68 SF QTY SYM COMMON NAME SCIENTIFIC NAME SIZE COMMENTS � TREES FOR SCREENING AT SOUTH PROPERTY LINE + + . o + + + + + + + + + + + + 1 LAND APE RE IREMENT: 21 7 .2 F 0/o SC QU 8 6 0 S ORNAMENTALTREES � � � _ 11 AG AUTUMN BRILLIANCE Amelanchir x randiflora 2"CAL B&B PR P ED LAND APIN AREA: 74 F EX EED RE . = a g O OS SC G 85 8 S C S Q SERVICEBERRY 'Autumn Brilliance' , ( ) ` ' " " .. .,,, . ,, : „� ;�.. .,,,.. , . ,- . .,- . � . ; . ,. , , a--� . "," ; ,, _, .`,: ° '`�;,,',-'.'.-,,;,"', <-..a . °' r.,, , ,, _ � ,, .,,_,.-;;_".': r,., ,.,,' . '''',_ , <?=-;-°,' , ,, ,, .,.-,_ ,,, , _. � ' ,,._. ,, :,.,,".-' . ' LANDSCAPING USED TO SCREEN OUTDOOR STORAGE, �- .,, .; � ', , � . i 5 BP DAKOTA PINNACLE Betula platyphylla'Fargo' #20 CONT. � -., � .,,,,R ° �.,. , _ o, n Q o : a_ '. - Q. a . . . BiRCH P a Brad Halverson MECHANICAL E UIPMENT AND ADJACENT o Q . a., � ,,.. ,,, , a. , , .,. p , Y ..., .. �. . , r, . e � _,.._,_ .. „ , , . . _ . 16 MP PWKSPIRES CRAB Malus'PinkSpires' 2"CAL B&B " � _ . z PROPERTIES/ROADWAYS; SEE PLANTING PLAN 1 g.,-�,„" <',i,':. ::,",...- ,". ..�-, ,'`" , ... „ . ... � DECIDUOUS SHRUBS LA: 41�2� Q AG ;_ AG .`._:-_.;'; -;_`:_. ;' .`-_�' . TOTAL PAVED AREA FOR VEHICULAR USE: 40 877.84 SF J 94 Ds BUTTERFLY BUSH Diervilla sessilifolia #5 CONT. � Li n m r D I ce se Nu be ate HONEYSUCKLE 'Butterfly� • 1 TREE RE UIRED FOR EVERY 3 000 SF OF PAVING: 13.6 TREES N Q � > 130 Ss SEM SPIRE Sorbaria sorbifolia'Sem' #5 CONT. DATE 04-08-16 � CONIFEROUS TREES PROPOSED TREES TO BE INSTALLED: 113 TREES �' S PA NORWAYSPRUCE/Picea NORWAY s�g&B • IRRIGATION TO BE INSTALLED INCIDENTAL TO ALL PLANTING TRASH/RECYC�WGSTORAGE; DRAWN BY SB � TO BE FENCED;SEE CIVIL � abies SPRUCE/Piceaabies AND LANDSCAPED AREAS; SEE IRRIGATION NOTES CHECKED BY BH � 5 PN AUSTRIANPINE Pinusnigra s'B&B • MINIMUM CALIPER INCH FOR ALL TREES INSTALLED TO BE 2" COMMISSION NUMBER 1393.101 U30ONIFCpOUKNGSGOLD Chameacyparispisifera #5CONT. • ALL MECHANICAL EQUIPMENTAND OUTDOOR STORAGE TO BE EXTERIORWA�KINGPATH THROUGH SHEETTITLE CHAMAECYPARI 'King'Sco�d� ENCLOSED BYA DECORATIVE SCREEN FENCE WITH GATE 1 EXISTWGCANOPYAREA p CANOPYTREES WHERE EXPOSED� SEE CIVIL GB r 7 AF SIENNA GLEN MAPLE Acer x freemanii'Sienna' 2.5"CAL B&B ' � s ca PRWCETONSENTRY Ginkgobiloba'Princeton 2.5°CALB&B • TREE PLANTING SUMMARY INCLUDES NEW PLANTINGS ONLY. SITE/LAN DSCAPE � cwKco Sentry� WHEN FINAL DESIGN AND GRADING PLAN HAVE BEEN EXISTWGTREESTOBEPRESERVED r 13 c� KENTUCKYESPRESSO Gymnocladusdioica 2.5°CALB&B DETERMINED A DETAILED SUMMARYOF TREE PRESERVATION WHEREPOSSIBLE Q� N COFFEETRE 'Espresso' � P LA N VC � 13 c�w KINDREDSPIRITOAK Quercusxwarei'Nadler� 2.5°CALB&B AND REMOVALS INCLUDING SPECIES AND CALIPER INCHES 14 TA SENTRY LINDEN Tilia americana 2.5"CAL B&B � w w ' D^ ^ w ^� �` �McKSentry� WILL BE PREPARED AND REPLACEMENT SPECIES AND �� I�� J� �� .., � 15 uc NEWHORIZONELM Ulmuscarpinifolia'New z.5°CALB&B CALIPER IN CHE S WILL BE PR OP O SED A C C ORDIN G T O CITY �� r v�� c� � Horizon� TREE PRESERCATION/REPLACEMENT ORDINANCE D ETAI LS o � U � T O � N SHEET NUMBER T PLANTING PLAN � N � � L1100 � T � �/ M � � O 2015 BKV Group, Inc. 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II - f �_____ II�1111111 , �I�IDlffl� llllfllfll: d�ll� l I 11V1111111 � � ; �I:IIIIIIIIIN ]I[I[I[f[IDI l�' - ; II[I�_ �I� �� -I . .3yrr n . �r i u� � �. � � .�� .._ .. � � , � - . r �.-�� _ 0 0 roup i - � - - Inc. � , r �,� �_ � , � , _ �� 1�11�6� � � �� - - � - � � � , � f�f - - -- � � ; � - -�� - - -� � � , _�� - � - - - � � �F _0�. � , . .; : ; � _- �[LIIIIIIIi� � _ -- � _ _ . �. IIIIIIiII l�= - — � � � III _- �Illllllli �[ffl�Nll �III01111;�_ _�ik�4111 - ' 1[Ililililit _ i�' � Ili�� _ -. E E E � __. ; - - - -Y - - - - - — - - — - _ — - - -- - -= _ _ � _ - - !� � - _�. - - _ � � � _��_ , _-- _ - - ; , . , . -- -- --- _ - _ _- � �: � � _ Know all persons by these presents: That Cottage Grove Senior Housing Associates, LLLP, a Minnesota limited liability limited partnership , owner of the I Henry D. Nelson do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of following described property situated in the County of Washington, State of Minnesota, to wit: Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Lot 1, Block 2, Frattalone's Southpoint Ridge, according to the plat thereof on file and of record in the Office of Statutes, Section 505.01, Subd. 3, existing as of the date of this certificate are shown and labeled on this Plat; and all public ways are shown and labeled on the Registrar of Titles in and for Washington County, Minnesota. this plat. Torrens Property Dated this day of , 20_ Torrens Certificate No. 64685 And Henry D. Nelson, Licensed Land Surveyor, Lot 2, Block 2, Frattalone's Southpoint Ridge, according to the plat thereof on file and of record in the Office of Minnesota License No. 17255 the Registrar of Titles in and for Washington County, Minnesota. STATE OF MINNESOTA Torrens Property COUNTY OF Torrens Certificate No. 64686 The foregoing instrument was acknowledged before me on this day of , 20_, by And Henry D. Nelson, a Licensed Land Surveyor. Those parts of the Southeast Quarter of the Southeast Quarter of Section 7 and the Southwest Quarter of the Southwest Quarter of Section 8,Township 27, Range 21,Washington County, Minnesota, described as: Notary Public, County, Minnesota Notary Printed Name Commencing at a point on the West line of said Southwest Quarter of the Southwest Quarter of Section 8, distant 33.00 feet South of the Northwest My Commission Expires corner of said Southwest Quarter of the Southwest Quarter of Section 8; thence on an assumed bearing of North 89 degrees 00 minutes 10 seconds East, along a line parallel with the North line of said Southwest Quarter of the Southwest Quarter of Section 8, a distance of 561.00 feet; then South 7 degrees COTTAGE GROVE, MINNESOTA 59 minutes 50 second East, a distance of 786.72 feet; thence South bb degrees 00 minutes 10 seconds West, a distance of 214.50 feet; thence South 23 degrees 14 minutes 50 seconds East, a distance of 33.00 feet; thence South bb degrees 00 minutes 10 seconds West, a distance of 379.50 feet to the point Approved by the Planning Commission of the City of Cottage Grove, Minnesota this day of of beginning of the land to be described; thence South 55 degrees 00 minutes 10 seconds West, a distance of 47.91 feet to the most Northerly corner of , 20_. Parcel 43D, Minnesota Department of Transportation Right of Way Plat No. 82-20, according to the recorded plat thereof; thence North 57 degrees 31 minutes 02 seconds West, along a Northerly line of Parcels 43U and 43C, said Minnesota Department of Transportation Right of Way Plat No. 82-20 and BY BY along a Northerly line of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19, a distance of 241.08 feet to the most Northerly Chair Secretary corner of said Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19; thence North 39 degrees 21 minutes 23 seconds East, along the Northeasterly extension of the Northwesterly line of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19, a distance of 174.55 feet to the East line of said Southeast Quarter of the Southeast Quarter of Section 7; thence North 0 degrees 37 minutes 41 seconds This plat was approved by the City Council of the City of Cottage Grove, Minnesota, this day of , 20_, and hereby certifies West, along said East line of the Southeast Quarter of the Southeast Quarter of Section 7, a distance of 13.55 feet to a Southwesterly corner of Parcel 43C, compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2. Minnesota Department of Transportation Right of Way Plat No. 82-20; thence South 73 degrees 11 minutes 53 seconds East, along a Southwesterly line of said Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-20, a distance of 432.45 feet to its intersection with a line which bears North bb degrees 00 minutes 10 seconds East from the point of beginning; thence South bb degrees 00 minutes 10 seconds West, a distance of 308.59 By By feet to the point of beginning. Except that part platted as Frattalone's Southpoint Ridge. Mayor Clerk Washington County, Minnesota COUNTY SURVEYOR, Washington County, Minnesota Abstract Property Pursuant to Chapter 820, Laws of Minnesota, 1971 , and in accordance with Minnesota Statutes, Section Has caused the same to be surveyed and platted as ATKINSON CORNER. 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20_. In witness whereof said Cottage Grove Senior Housing Associates, LLLP, a Minnesota limited liability limited partnership , has caused these presents to be signed by its proper officer this day of , 20_. By� By� Washington County Surveyor COUNTY AUDITOR/TREASURER,Washington County, Minnesota Signed: Cottage Grove Senior Housing Associates, LLLP Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20_on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer has been entered By: , as on this day of , 20_. STATE OF MINNESOTA COUNTY OF By' By' Washington County Auditor/Treasurer Deputy The foregoing instrument was acknowledged before me on this day of , 20_, by ,as , on behalf of the partnership. COUNTY RECORDER, Washington County, Minnesota Document Number Notary Public, County, Minnesota Notary Printed Name I hereby certify that this instrument was recorded in the Office of the County Recorder for record on My Commission Expires this day of , 20_, at o'clock .M. and was duly recorded in Washington County Records. By: By: Washington County Recorder Deputy COUNTY REGISTRAR OF TITLES, Washington County, Minnesota Document Number I hereby certify that this instrument was recorded in the Office of the Registrar of Titles for record on this day of , 20_, at o'clock .M. and was duly recorded in Washington County Records. By: By: Washington County Registrar of Titles Deputy ■ OUCKS SHEET 1 OF 2 SHEETS W \ �� , � , r ^ o $ � � �!1 �� ' �/ �� I I� ��o�00 I �� '!1 ' I p ppN N� .0 .0 II I II � �` � � � � C� C�i�� I � �� \ y �_ \ �`\ L� , �� / � � � � �. 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NOT TO SCALE \ ; '� �` \ /� � , DRAINAGE AND UTILITY EASEMENTS -+ �� 'y� � /;:'' � ARE SHOWN THUS: \ \ � �� /�yti`�y � /� _� 10 10 \ � �O \\ / \ __' \ - - -� - - -- - - �- - - - y�/ / .�0� ��\� ��PointofBeginning � ;:�� • ��j 9Q�•_.�� of Porcel 3 \ / �` '` yo�1 Os,� ��' CAP�13775 BEING 10 FEET IN WIDTH, UNLESS OTHERWISE \ -'} ; '„ / �--- sy5��' � INDICATED AND ADJOINING LOT LINES AND �,. � � � i �� RIGHT-OF-WAY LINES, AS SHOWN ON THE \ � ,��. � -'t ; ;; i \ � PLAT. I , ; ,.,''� i � ��,�� >, / � � - , �� -Most N'ly comer \ / .~� .'� . , of Pa�cel 43D ' � ' - �� N ��i�'� • �� t V ' � � �� i . i � �� -� c i� .� `�- �� -� '�� i o r� \ `_ � ��-, . � a�i i .. r� � ��i � C�i^ I \ ,t .i �i K �� ' � � ■ OUC S � � SHEET 2 OF 2 SHEETS EXCERPT FROM UNAPPROVED MINUTES OF THE APRIL 25, 2016, PLANNING COMMISSION MEETING 6.3 Dominium Senior Housing — Cases ZA2016-035, PP2016-036, SP2016-037 BKV Group has applied for a zoning amendment to rezone property located at 7007 East Point Douglas Road South from B-2, Retail Business, to Planned Development Overlay with an underlying B-1, Limited Business District, and amend Ord. No. 811 to change the development on Block 2 in Frattalone's Southpoint Ridge Addition for senior housing; a preliminary plat to create one lot for a senior housing development; and a site plan review and conditional use permit for the proposed 184-unit senior housing development. McCool summarized the staff report and recommended approval subject to the conditions stipulated in the staff report. Brittain asked for more information about sidewalks and trails. McCool responded that a sidewalk will not be required to be constructed along East Point Douglas Road. There is an existing concrete sidewalk on the north side of East Point Douglas Road that ties in with White Pines Senior site, but the Technical Review Committee did not feel that it was necessary to have a sidewalk on the Dominium side of the road. Brittain asked if it was possible to connect the existing sidewalk all the way to Kohls. McCool stated that one of the conditions is that the developer is required to pay for the cost of a pedestrian crossing to get to the sidewalk. That sidewalk goes to that area but pedestrians will to have to cross back over in order to get to Culvers or Kohls. At the Kohls and Culvers locations there is a sloped embankment. To construct a walkway up there would require a stairway, and the property owners do not want the responsibility or liability of a stairway going up to their properties. Brittain thought this project is short on parking; however, with the type of use planned he does not see that as a large concern. He asked for information on the amount of parking that would be required for this type of use and why a lower number of parking spaces is proposed. Patrick Ostrum, Dominium, 2905 Northwest Boulevard, Plymouth, responded that they show a parking ration of 1.2 parking spaces for each apartment unit; typically other senior projects they have developed the parking ranges from 1.15-to-1 to 1.25-to-1, which is more than sufficient for an affordable senior housing project. The 1.5 recommended by the Cottage Grove is more than they typically do for a senior project. Brittain asked if they foresee residents using a sidewalk on that side of East Point Douglas Road versus crossing at a crosswalk. Ostrum responded that there is a proposed trail coming around the back that would tie into the crosswalk to provide access throughout that side of the site. They felt that a sidewalk that terminates at both ends was not necessary. There is also a retaining wall further down the road so the sidewalk could not be continued all the way to the City sidewalk. Providing the crosswalk and trail around the site should be sufficient. Graf asked if this was intended to be an independent living facility. Ostrum responded yes. Graf asked what they foresee for staffing on an average daily basis. Ostrum reported that Excerpt from Unapproved Planning Commission Minutes Dominium Senior Housing —Case Nos. ZA2016-035, PP2016-036, SP2016-037 April 25, 2016 Page 2 of 2 they will have four full-time staff inembers, two in the office and two maintenance technicians. Brittain opened the public hearing. No one spoke. Brittain closed the public hearing. Graf made a motion to recommend that the City Council approve the zoning amend- ment, preliminary plat, site plan and conditional use permit for the proposed senior housing development, subject to the conditions listed in the staff report. Awad seconded. Rostad stated that he will abstain from voting as he was absent during the beginning of the discussion. Motion passed unanimously(8-to-0 vote, with one abstention). RESOLUTION NO. 2016-XXX A RESOLUTION VACATING AND DISCONTINUING ALL PUBLIC DRAINAGE AND UTILITY EASEMENTS ON LOTS 1 AND 2, BLOCK 1, FRATTALONE'S SOUTHPOINT RIDGE AND ON PROPERTY AT 7007 EAST POINT DOUGLAS ROAD SOUTH WHEREAS, the City of Cottage Grove has applied to vacate and discontinue all public drainage and utility easements on properties on Lots 1 and 2, Block 2, Frattalone's Southpoint Ridge and at 7007 East Point Douglas Road South. Utility and drainage easements proposed to be vacated and discontinued are located upon the following legally described properties: Title Commitment File No. 50395, dated September 28, 2015 Parcel 1: Lot 1, Block 2, Frattalone's Southpoint Ridge, according to the plat thereof on file and of record in the Office of the Registrar of Titles in and for Washington County, Minnesota. Torrens Property Torrens Certificate No. 64685 Parcel 2: Lot 2, Block 2, Frattalone's Southpoint Ridge, according to the plat thereof on file and of record in the Office of the Registrar of Titles in and for Washington County, Minnesota. Torrens Property Torrens Certificate No. 64686 Title Commitment File No. 50994, dated February 23, 2016 Parcel 3: Those parts of the Southeast Quarter of Section 7 and the Southwest Quarter of the Southwest Quarter of Section 8, Township 27, Range 21, Washington County, Minnesota, described as: Commencing at a point on the West line of said Southwest Quarter of the Southwest Quarter of Section 8, distant 33.00 feet South of the Northwest corner of said Southwest Quarter of the Southwest Quarter of Section 8; thence on an assumed bearing of North 89 degrees 00 minutes 10 seconds East, along a line parallel with the North line of said Southwest Quarter of the Southwest Quarter of Section 8, a distance of 561.00 feet; thence South 7 degrees 59 minutes 50 seconds East, a distance of 786.72 feet; thence South 66 degrees 00 minutes 10 seconds West, a distance of 214.50 feet; thence South 23 degrees 14 minutes 50 seconds East, a distance of 33.00 feet; thence South 66 degrees 00 minutes 10 seconds West, a distance of 379.50 feet to the point of beginning of the land to be described; thence South 55 degrees 00 minutes 10 seconds West, a distance of 47.91 feet to the most Resolution No. 2016-XXX Page 2 of 2 Northerly corner of Parcel 43D, Minnesota Department of Transportation Right of Way Plat No. 82-20 according to the recorded plat thereof; thence North 57 degrees 31 minutes 02 seconds West, along a Northerly line of Parcels 43U and 43C, said Minnesota Department of Transportation Right of Way Plat No. 82-20 and along a Northerly line of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19, a distance of 241.08 feet to the most Northerly corner of said Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19; thence North 39 degrees 21 minutes 23 seconds East, along the Northeasterly extension of the Northwesterly line of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19, a distance of 174.55 feet to the East line of said Southeast Quarter of the Southeast Quarter of Section 7; thence North 0 degrees 37 minutes 41 seconds West, along said East line of the Southeast Quarter of the Southeast Quarter of Section 7, a distance of 13.55 feet to a Southwesterly corner of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-20; thence South 73 degrees 11 minutes 53 seconds East, along a Southwesterly line of said Parcel 43C, Minnesota Department of Transportation Right of Way No. 82-20, a distance of 432.45 feet to its intersection with a line which bears North 66 degrees 00 minutes 10 seconds East from the point of beginning; thence South 66 degrees 00 minutes 10 seconds West, a distance of 308.59 feet to the point of beginning. Except that part platted as Frattlone's Southpoint Ridge. 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 Lots 1 and 2, Block 2, Frattalone's Southpoint Ridge and at 7007 East Point Douglas Road South; 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: Title Commitment File No. 50395, dated September 28, 2015 Parcel 1: Lot 1, Block 2, Frattalone's Southpoint Ridge, according to the plat thereof on file and of record in the Office of the Registrar of Titles in and for Washington County, Minnesota. Torrens Property Torrens Certificate No. 64685 Parcel 2: Lot 2, Block 2, Frattalone's Southpoint Ridge, according to the plat thereof on file and of record in the Office of the Registrar of Titles in and for Washington County, Minnesota. Torrens Property Torrens Certificate No. 64686 Title Commitment File No. 50994, dated February 23, 2016 Parcel 3: Those parts of the Southeast Quarter of Section 7 and the Southwest Quarter of the Southwest Quarter of Section 8, Township 27, Range 21, Washington County, Minnesota, described as: Commencing at a point on the West line of said Southwest Quarter of the Southwest Quarter of Section 8, distant 33.00 feet South of the Northwest corner of said Southwest Quarter of the Southwest Quarter of Section 8; thence on an assumed bearing of North 89 degrees 00 minutes 10 seconds East, along a line parallel with the North line of said Southwest Quarter of the Southwest Quarter of Section 8, a distance of 561.00 feet; thence South 7 degrees 59 minutes 50 seconds East, a distance of 786.72 feet; thence South 66 degrees 00 minutes 10 seconds West, a distance of 214.50 feet; thence South 23 degrees 14 minutes 50 seconds East, a distance of 33.00 feet; thence South 66 degrees 00 minutes 10 seconds West, a Notice of Completion of Vacation May 4, 2016 Page 2 of 2 distance of 379.50 feet to the point of beginning of the land to be described; thence South 55 degrees 00 minutes 10 seconds West, a distance of 47.91 feet to the most Northerly corner of Parcel 43D, Minnesota Department of Transportation Right of Way Plat No. 82-20 according to the recorded plat thereof; thence North 57 degrees 31 minutes 02 seconds West, along a Northerly line of Parcels 43U and 43C, said Minnesota Department of Transportation Right of Way Plat No. 82-20 and along a Northerly line of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19, a distance of 241.08 feet to the most Northerly corner of said Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19; thence North 39 degrees 21 minutes 23 seconds East, along the Northeasterly extension of the Northwesterly line of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19, a distance of 174.55 feet to the East line of said Southeast Quarter of the Southeast Quarter of Section 7; thence North 0 degrees 37 minutes 41 seconds West, along said East line of the Southeast Quarter of the Southeast Quarter of Section 7, a distance of 13.55 feet to a Southwesterly corner of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-20; thence South 73 degrees 11 minutes 53 seconds East, along a Southwesterly line of said Parcel 43C, Minnesota Department of Transportation Right of Way No. 82-20, a distance of 432.45 feet to its intersection with a line which bears North 66 degrees 00 minutes 10 seconds East from the point of beginning; thence South 66 degrees 00 minutes 10 seconds West, a distance of 308.59 feet to the point of beginning. Except that part platted as Frattlone's Southpoint Ridge. 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 CERTAIN PROPERTY LOCATED AT 7007 EAST POINT DOUGLAS ROAD SOUTH FROM B-2, RETAIL BUSINESS, TO B-1, LIMITED BUSINESS DISTRICT, WITH A PLANNED DEVELOPMENT OVERLAY, AND AMENDING RESOLUTION NO. 07-032 TO PERMIT THE CHANGES TO THE SOUTHPOINT RIDGE PDO PLAN AS PROPOSED BY DOMINIUM'S AFFORDABLE SENIOR RENTAL APARTMENT PROJECT 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 certain property with property identification number being 08.027.21.33.0043 from B-2, Retail Business, to B-1, Limited Business District, with a Planned Development Overlay (PDO) and amending Resolution No. 07-032 to permit the changes to the Southpoint Ridge PDO Plan as proposed by Dominium's affordable senior rental apartment project on property legally described below: Those parts of the Southeast Quarter of Section 7 and the Southwest Quarter of the Southwest Quarter of Section 8, Township 27, Range 21, Washington County, Minnesota, described as: Commencing at a point on the West line of said Southwest Quarter of the Southwest Quarter of Section 8, distant 33.00 feet South of the Northwest corner of said Southwest Quarter of the Southwest Quarter of Section 8; thence on an assumed bearing of North 89 degrees 00 minutes 10 seconds East, along a line parallel with the North line of said Southwest Quarter of the Southwest Quarter of Section 8, a distance of 561.00 feet; thence South 7 degrees 59 minutes 50 seconds East, a distance of 786.72 feet; thence South 66 degrees 00 minutes 10 seconds West, a distance of 214.50 feet; thence South 23 degrees 14 minutes 50 seconds East, a distance of 33.00 feet; thence South 66 degrees 00 minutes 10 seconds West, a distance of 379.50 feet to the point of beginning of the land to be described; thence South 55 degrees 00 minutes 10 seconds West, a distance of 47.91 feet to the most Northerly corner of Parcel 43D, Minnesota Department of Transportation Right of Way Plat No. 82-20 according to the recorded plat thereof; thence North 57 degrees 31 minutes 02 seconds West, along a Northerly line of Parcels 43U and 43C, said Minnesota Department of Transportation Right of Way Plat No. 82-20 and along a Northerly line of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19, a distance of 241.08 feet to the most Northerly corner of said Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19; thence North 39 degrees 21 minutes 23 seconds East, along the Northeasterly extension of the Northwesterly line of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19, a distance of 174.55 feet to the East line of said Ordinance No. XXX Page 2 Southeast Quarter of the Southeast Quarter of Section 7; thence North 0 degrees 37 minutes 41 seconds West, along said East line of the Southeast Quarter of the Southeast Quarter of Section 7, a distance of 13.55 feet to a Southwesterly corner of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-20; thence South 73 degrees 11 minutes 53 seconds East, along a Southwesterly line of said Parcel 43C, Minnesota Department of Transportation Right of Way No. 82-20, a distance of 432.45 feet to its intersection with a line which bears North 66 degrees 00 minutes 10 seconds East from the point of beginning; thence South 66 degrees 00 minutes 10 seconds West, a distance of 308.59 feet to the point of beginning. Except that part platted as Frattlone's Southpoint Ridge. Commonly known as 7007 East Point Douglas 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 B-2, Retail Business, to B-1, Limited Business District, with a Planned Development Overlay (PDO), based on the following findings: A. The underlying commercial land use designation with a PDO zoning is consistent with the commercial land use designation in the City's Future Vision 2030 Comprehensive Plan. B. The proposed senior housing project is allowed as a conditional use within the B-1, Limited Business District. C. The proposed affordable rental senior housing project is consistent with the White Pines Senior Housing project that is also located within the Southpoint Ridge PDO development. SECTION 3. SOUTHPOINT RIDGE PLANNED DEVELOPOMENT OVERLAY. The Southpoint Ridge Planned Development Overlay Plan as approved in Resolution No. 07-032 shall be amended by changing the two two-story office buildings on Lots 1 and 2, Block 2 in Frattalone's Southpoint Ridge Addition to a 184-unit senior rental apartment building as shown on the site plan and development plans prepared by BKV Group dated April 8, 2016 for property legally described as follows: Title Commitment File No. 50395, dated September 28, 2015 Parcel 1: Lot 1, Block 2, Frattalone's Southpoint Ridge, according to the plat thereof on file and of record in the Office of the Registrar of Titles in and for Washington County, Minnesota. Torrens Property Torrens Certificate No. 64685 Parcel 2: Ordinance No. XXX Page 3 Lot 2, Block 2, Frattalone's Southpoint Ridge, according to the plat thereof on file and of record in the Office of the Registrar of Titles in and for Washington County, Minnesota. Torrens Property Torrens Certificate No. 64686 Title Commitment File No. 50994, dated February 23, 2016 Parcel 3: Those parts of the Southeast Quarter of Section 7 and the Southwest Quarter of the Southwest Quarter of Section 8, Township 27, Range 21, Washington County, Minnesota, described as: Commencing at a point on the West line of said Southwest Quarter of the Southwest Quarter of Section 8, distant 33.00 feet South of the Northwest corner of said Southwest Quarter of the Southwest Quarter of Section 8; thence on an assumed bearing of North 89 degrees 00 minutes 10 seconds East, along a line parallel with the North line of said Southwest Quarter of the Southwest Quarter of Section 8, a distance of 561.00 feet; thence South 7 degrees 59 minutes 50 seconds East, a distance of 786.72 feet; thence South 66 degrees 00 minutes 10 seconds West, a distance of 214.50 feet; thence South 23 degrees 14 minutes 50 seconds East, a distance of 33.00 feet; thence South 66 degrees 00 minutes 10 seconds West, a distance of 379.50 feet to the point of beginning of the land to be described; thence South 55 degrees 00 minutes 10 seconds West, a distance of 47.91 feet to the most Northerly corner of Parcel 43D, Minnesota Department of Transportation Right of Way Plat No. 82-20 according to the recorded plat thereof; thence North 57 degrees 31 minutes 02 seconds West, along a Northerly line of Parcels 43U and 43C, said Minnesota Department of Transportation Right of Way Plat No. 82-20 and along a Northerly line of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19, a distance of 241.08 feet to the most Northerly corner of said Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19; thence North 39 degrees 21 minutes 23 seconds East, along the Northeasterly extension of the Northwesterly line of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19, a distance of 174.55 feet to the East line of said Southeast Quarter of the Southeast Quarter of Section 7; thence North 0 degrees 37 minutes 41 seconds West, along said East line of the Southeast Quarter of the Southeast Quarter of Section 7, a distance of 13.55 feet to a Southwesterly corner of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-20; thence South 73 degrees 11 minutes 53 seconds East, along a Southwesterly line of said Parcel 43C, Minnesota Department of Transportation Right of Way No. 82-20, a distance of 432.45 feet to its intersection with a line which bears North 66 degrees 00 minutes 10 seconds East from the point of beginning; thence South 66 degrees 00 minutes 10 seconds West, a distance of 308.59 feet to the point of beginning. Except that part platted as Frattlone's Southpoint Ridge. Ordinance No. XXX Page 4 SECTION 4. SUMMARY PUBLICATION. Pursuant to Minnesota Statutes Section 412.191, in the case of a lengthy ordinance, a summary may be published. While a copy of the entire ordinance is available without cost at the office of the City Clerk, the following summary is approved by the City Council and shall be published in lieu of publishing the entire Official Zoning ordinance: "The City of Cottage Grove's Official Zoning Map (City Code Title 11-1-6) shall be amended by rezoning certain property (PIN 08.027.21 .33.0043) from B-2, Retail Business, to B-1, Limited Business District, with a Planned Development Overlay (PDO) and amending Resolution No. 07-032 to permit the changes to the Southpoint Ridge PDO Plan as proposed by Dominium's affordable senior rental apartment project. The Southpoint Ridge Planned Development Overlay Plan as approved in Resolution No. 07-032 shall be amended by changing the two two-story office buildings on Lots 1 and 2, Block 2 in Frattalone's Southpoint Ridge Addition to a 184- unit senior rental apartment building as shown on the site plan and development plans prepared by BKV Group dated April 8, 2016." SECTION 5. 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 RESOLUTION NO. 2016-XXX RESOLUTION APPROVING THE PRELIMINARY PLAT NAMED ATKINSON CORNER WHEREAS, BKV Group has applied for a preliminary plat to be called Atkinson Corner, which creates one lot for a senior housing development, to be located on the property legally described below: Title Commitment File No. 50395, dated September 28, 2015 Parcel 1: Lot 1, Block 2, Frattalone's Southpoint Ridge, according to the plat thereof on file and of record in the Office of the Registrar of Titles in and for Washington County, Minnesota. Torrens Property Torrens Certificate No. 64685 Parcel 2: Lot 2, Block 2, Frattalone's Southpoint Ridge, according to the plat thereof on file and of record in the Office of the Registrar of Titles in and for Washington County, Minnesota. Torrens Property Torrens Certificate No. 64686 Title Commitment File No. 50994, dated February 23, 2016 Parcel 3: Those parts of the Southeast Quarter of Section 7 and the Southwest Quarter of the Southwest Quarter of Section 8, Township 27, Range 21, Washington County, Minnesota, described as: Commencing at a point on the West line of said Southwest Quarter of the Southwest Quarter of Section 8, distant 33.00 feet South of the Northwest corner of said Southwest Quarter of the Southwest Quarter of Section 8; thence on an assumed bearing of North 89 degrees 00 minutes 10 seconds East, along a line parallel with the North line of said Southwest Quarter of the Southwest Quarter of Section 8, a distance of 561.00 feet; thence South 7 degrees 59 minutes 50 seconds East, a distance of 786.72 feet; thence South 66 degrees 00 minutes 10 seconds West, a distance of 214.50 feet; thence South 23 degrees 14 minutes 50 seconds East, a distance of 33.00 feet; thence South 66 degrees 00 minutes 10 seconds West, a distance of 379.50 feet to the point of beginning of the land to be described; thence South 55 degrees 00 minutes 10 seconds West, a distance of 47.91 feet to the most Northerly corner of Parcel 43D, Minnesota Department of Transportation Right of Way Plat No. 82-20 according to the recorded plat thereof; Resolution No. 2016-XXX Page 2 of 6 thence North 57 degrees 31 minutes 02 seconds West, along a Northerly line of Parcels 43U and 43C, said Minnesota Department of Transportation Right of Way Plat No. 82-20 and along a Northerly line of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19, a distance of 241.08 feet to the most Northerly corner of said Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19; thence North 39 degrees 21 minutes 23 seconds East, along the Northeasterly extension of the Northwesterly line of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19, a distance of 174.55 feet to the East line of said Southeast Quarter of the Southeast Quarter of Section 7; thence North 0 degrees 37 minutes 41 seconds West, along said East line of the Southeast Quarter of the Southeast Quarter of Section 7, a distance of 13.55 feet to a Southwesterly corner of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-20; thence South 73 degrees 11 minutes 53 seconds East, along a Southwesterly line of said Parcel 43C, Minnesota Department of Transportation Right of Way No. 82-20, a distance of 432.45 feet to its intersection with a line which bears North 66 degrees 00 minutes 10 seconds East from the point of beginning; thence South 66 degrees 00 minutes 10 seconds West, a distance of 308.59 feet to the point of beginning. Except that part platted as Frattlone's Southpoint Ridge. WHEREAS, BKV Group also applied for a zoning amendment to rezone property located at 7007 East Point Douglas Road South from B-2, Retail Business, to B-1, Limited Business with a Planned Development Overlay (PDO), and to amend Ord. No. 811 to change the development on Block in Frattalone's Southpoint Ridge Addition for housing; and a site plan review of a 184-unit senior housing development; 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 for Atkinson Corner, 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 BKV Group for Atkinson Corner, which creates one lot for a senior housing development, located on property legally described above. The approval of this preliminary plat is subject to the following conditions: 1. The Atkinson Corner final plat is approved by the City and recorded at the Washington County Recorder's Office. Resolution No. 2016-XXX Page 3 of 6 2. All applicable permits (i.e.; building, electrical, grading, and mechanical) and a commercial plan review packet must be completed, submitted, and approved by the City prior to the commencement of any construction activities. Detailed construction plans must be reviewed and approved by the Building Official and Fire Marshal. 3. The applicant receives building permits from the City of Cottage Grove prior to construction. 4. Final grading and drainage plans must be submitted to the South Washington Watershed District for review. The final grading plan shall meet the approval of the City Engineer. 5. Irrigation shall be provided for all sodded and mulched landscaped areas. Lawn care and maintenance must extend all the way to the curb of East Point Douglas Road. The irrigation system shall consist of an underground sprinkling system that is designed by a professional irrigation installer to meet the water requirements of the site's specific vegetation. The system shall be detailed on the final landscape plan. 6. Installation of landscaping shall occur in a timely fashion and be consistent with an approved plan. A letter of credit in the amount of 150 percent of the landscape estimate shall be submitted to the City as required by City ordinance. The financial guarantee shall be in effect for one year from the date of installation to ensure the installation, survival, and replacement of the landscaping improvements. 7. Concrete aprons for all private access drives shall be reviewed by the City and constructed per the memorandum from Ryan Burfeind, City Project Engineer, dated April 22, 2016. 8. All site lighting must meet City Code requirements. All light fixtures must be downward directed with cut-offs. The specifications of all light fixtures must be provided with the application for a building permit. The light poles and fixtures shall be consistent in design and color with those at the other properties in the Southpoint Ridge Planned Development Overlay project. 9. Final architectural plans, lighting details, and exterior construction materials and colors must be reviewed and approved by the Community Development Department prior to the issuance of a building permit. 10. The grading and erosion control plan for the site must comply with NPDES II Permit requirements. Erosion control devices must be installed prior to commencement of any grading activity. Erosion control must be performed in accordance with the recommended 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. The applicant shall be responsible for the costs for the City to inspect the site in relation to erosion control conformance. Resolution No. 2016-XXX Page 4 of 6 11. The applicant must provide the City with an as-built survey of all private utilities prior to issuance of certificate of occupancy. 12. All mechanical units shall be screened as required in Title 11�-4 of the City's Zoning Ordinance. 13. All mechanical equipment screening consistent with the principal building architecture must comply with City ordinance regulations and be reviewed and approved by the Community Development Department prior to the issuance of a building permit. 14. Trash enclosures must be constructed of building materials that are consistent with the principal building's exterior materials. 15. The applicant shall be responsible for maintaining the sidewalks and removing snow and/or ice from sidewalks on the site. 16. A bike rack will be required in the final parking design per City policy. 17. Storm sewer pipe must be reinforced concrete pipe (RCP). 18. Retaining walls greater than four feet in height shall be designed by an engineer and submitted to the City Engineer for review and approval. A fence or guard rail along the upper elevation of a four-foot or higher retaining wall must be installed. 19. Decorative fencing not necessary for motor vehicle safety shall be commercial grade ornamental fencing meeting the City's Gateway North design specifications that are similar to a Montage Commercial Majestic 3/4 — Rail Fence design. 20. The applicant is responsible for removing debris from all adjacent public roadways during their grading and construction process. These streets shall be swept clean daily or as needed. 21. A "STOP" sign shall be installed at each exit drive. Each sign shall be ten feet from the roadway edge and two feet from the driveway edge. The bottom of the sign shall be six feet from the ground. The "STOP" sign shall be a 30-inch sized sign having a high intensity face. Said sign shall be mounted on a 6-foot — No. 3 and 8- foot — No. 2 steel post. The applicant may request the City's Public Works Department to install said "STOP" signs, but must reimburse the City for actual costs incurred. 22. The applicant shall install a crosswalk on East Point Douglas Road that connects to the concrete sidewalk on the north/east side of East Point Douglas Road. The developer is responsible for construction any pedestrian ramps required by the City Engineer. 23. The Southpoint Ridge Planned Development Overlay Master Plan (Ord. No. 811) is amended to substitute the two two-story office buildings for a 184-unit affordable Resolution No. 2016-XXX Page 5 of 6 senior rental apartment building as shown on the site plan prepared by BKV Group dated April 8, 2016. 24. A photometric plan showing the calculated candlepower throughout the site showing compliance with the City ordinance is required to be submitted prior to issuance of a building permit. 25. Rubbish, garbage, and recycling containers must be stored within an enclosed structure compliant with City ordinance screening requirements and shall be maintained at all times so as not cause odors or other public nuisances. 26. The applicant must submit a stormwater management plan for the private stormwater sewer and underground stormwater storage facilities. 27. A pre-construction meeting with City staff and the contractor must be held before site work begins. The contractor shall provide the City with a project schedule for the various phases of construction. 28. The $38,000 park fee in lieu of land dedication and $57,670 for tree mitigation must be paid to the City before the City will issue a building permit for this project. 29. One freestanding monument sign is allowed on the project site. The monument sign must not encroach on any public right-of-way and must comply with the City's Sign Ordinance. 30. The developer enters into a development agreement with the City. 31. The planting of new trees within the East Point Douglas Road right-of-way must be space a minimum of 45 feet apart. The developer is required to stake the location of each new tree within the public right-of-way and contact the City Forester for inspection and approval before planting the boulevard trees. 32. The developer must abide by the conditions in the Certificate of Appropriateness approved by the City Council on April 6, 2016, that authorized the delisting from the City's Local Register of Historic Sites and Landmarks the Hill-Gibson house and property located at 7003-7007 East Point Douglas Road. 33. The area charges amounting $25,251.08 for the three city utilities for the 1.633- acre parcel must be paid to the City. Passed this 4th day of May 2016. Myron Bailey, Mayor Attest: Resolution No. 2016-XXX Page 6 of 6 Joe Fischbach, City Clerk RESOLUTION NO. 2016-XXX RESOLUTION APPROVING THE FINAL PLAT NAMED ATKINSON CORNER WHEREAS, BKV Group has applied for a final plat to be called Atkinson Corner, which creates one lot for a senior housing development, to be located on the property legally described below: Title Commitment File No. 50395, dated September 28, 2015 Parcel 1: Lot 1, Block 2, Frattalone's Southpoint Ridge, according to the plat thereof on file and of record in the Office of the Registrar of Titles in and for Washington County, Minnesota. Torrens Property Torrens Certificate No. 64685 Parcel 2: Lot 2, Block 2, Frattalone's Southpoint Ridge, according to the plat thereof on file and of record in the Office of the Registrar of Titles in and for Washington County, Minnesota. Torrens Property Torrens Certificate No. 64686 Title Commitment File No. 50994, dated February 23, 2016 Parcel 3: Those parts of the Southeast Quarter of Section 7 and the Southwest Quarter of the Southwest Quarter of Section 8, Township 27, Range 21, Washington County, Minnesota, described as: Commencing at a point on the West line of said Southwest Quarter of the Southwest Quarter of Section 8, distant 33.00 feet South of the Northwest corner of said Southwest Quarter of the Southwest Quarter of Section 8; thence on an assumed bearing of North 89 degrees 00 minutes 10 seconds East, along a line parallel with the North line of said Southwest Quarter of the Southwest Quarter of Section 8, a distance of 561.00 feet; thence South 7 degrees 59 minutes 50 seconds East, a distance of 786.72 feet; thence South 66 degrees 00 minutes 10 seconds West, a distance of 214.50 feet; thence South 23 degrees 14 minutes 50 seconds East, a distance of 33.00 feet; thence South 66 degrees 00 minutes 10 seconds West, a distance of 379.50 feet to the point of beginning of the land to be described; thence South 55 degrees 00 minutes 10 seconds West, a distance of 47.91 feet to the most Northerly corner of Parcel 43D, Minnesota Department of Transportation Right of Way Plat No. 82-20 according to the recorded plat thereof; Resolution No. 2016-XXX Page 2 of 4 thence North 57 degrees 31 minutes 02 seconds West, along a Northerly line of Parcels 43U and 43C, said Minnesota Department of Transportation Right of Way Plat No. 82-20 and along a Northerly line of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19, a distance of 241.08 feet to the most Northerly corner of said Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19; thence North 39 degrees 21 minutes 23 seconds East, along the Northeasterly extension of the Northwesterly line of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19, a distance of 174.55 feet to the East line of said Southeast Quarter of the Southeast Quarter of Section 7; thence North 0 degrees 37 minutes 41 seconds West, along said East line of the Southeast Quarter of the Southeast Quarter of Section 7, a distance of 13.55 feet to a Southwesterly corner of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-20; thence South 73 degrees 11 minutes 53 seconds East, along a Southwesterly line of said Parcel 43C, Minnesota Department of Transportation Right of Way No. 82-20, a distance of 432.45 feet to its intersection with a line which bears North 66 degrees 00 minutes 10 seconds East from the point of beginning; thence South 66 degrees 00 minutes 10 seconds West, a distance of 308.59 feet to the point of beginning. Except that part platted as Frattlone's Southpoint Ridge. WHEREAS, the Planning Commission held the public hearing for the zoning amendments, Atkinson Corner preliminary plat, site plan review, and conditional use permit on April 25, 2016; and WHEREAS, the Planning Commission unanimously recommended approval of the zoning amendments, Atkinson Corner preliminary plat, site plan review, and conditional use permit for the proposed senior housing development on April 25, 2016, 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 1.633 acres of land from B-2, Retail Business, to B-1, Limited Business with a Planned Development Overlay (PDO) District and to change the PDO plan on Block 2 in Frattalone's Southpoint Ridge Addition to replace two office buildings with a senior housing building; and WHEREAS, City staff found the Atkinson Corner final plat substantially consistent with the approved preliminary plat and the Planned Development Overlay (PDO) plan; 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 BKV Group for Atkinson Corner, which creates one lot for a senior housing development, located on property legally described above. The approval of this preliminary plat is subject to the following conditions: 1. The Atkinson Corner final plat is approved by the City and recorded at the Washington County Recorder's Office. Resolution No. 2016-XXX Page 3 of 4 2. The Developer and builders must comply with all City ordinances and policies. 3. The Developer must abide by the conditions stipulated in Resolution No. 2016-�;XX, which approved the Atkinson Corner preliminary plat, except as hereafter modified. 4. 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. 5. Development of this project must comply with the grading and erosion control plans as approved by the City Engineer. 6. All applicable permits (i.e.; building, electrical, grading, and mechanical) and a commercial plan review packet must be completed, submitted, and approved by the City prior to the commencement of any construction activities. Detailed construction plans must be reviewed and approved by the Building Official and Fire Marshal. 7. The applicant receives building permits from the City of Cottage Grove prior to construction. 8. Final grading and drainage plans must be submitted to the South Washington Watershed District for review. The final grading plan shall meet the approval of the City Engineer. 9. Irrigation shall be provided for all sodded and mulched landscaped areas. Lawn care and maintenance must extend all the way to the curb of East Point Douglas Road. The irrigation system shall consist of an underground sprinkling system that is designed by a professional irrigation installer to meet the water requirements of the site's specific vegetation. The system shall be detailed on the final landscape plan. 10. Installation of landscaping shall occur in a timely fashion and be consistent with an approved plan. A letter of credit in the amount of 150 percent of the landscape estimate shall be submitted to the City as required by City ordinance. The financial guarantee shall be in effect for one year from the date of installation to ensure the installation, survival, and replacement of the landscaping improvements. 11. Concrete aprons for all private access drives shall be reviewed by the City and constructed per the memorandum from Ryan Burfeind, City Project Engineer, dated April 22, 2016. 12. All site lighting must meet City Code requirements. All light fixtures must be downward directed with cut-offs. The specifications of all light fixtures must be provided with the application for a building permit. The light poles and fixtures shall be consistent in design and color with those at the other properties in the Southpoint Ridge Planned Development Overlay project. Resolution No. 2016-XXX Page 4 of 4 13. Final architectural plans, lighting details, and exterior construction materials and colors must be reviewed and approved by the Community Development Department prior to the issuance of a building permit. 14. The grading and erosion control plan for the site must comply with NPDES II Permit requirements. Erosion control devices must be installed prior to commencement of any grading activity. Erosion control must be performed in accordance with the recommended 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. The applicant shall be responsible for the costs for the City to inspect the site in relation to erosion control conformance. 15. The applicant must provide the City with an as-built survey of all private utilities prior to issuance of certificate of occupancy. 16. The applicant must submit a stormwater management plan for the private stormwater sewer and underground stormwater storage facilities. 17. A pre-construction meeting with City staff and the contractor must be held before site work begins. The contractor shall provide the City with a project schedule for the various phases of construction. 18. The $38,000 park fee in lieu of land dedication and $57,670 for tree mitigation must be paid to the City before the City will issue a building permit for this project. 19. The developer enters into a development agreement with the City. 20. The developer must abide by the conditions in the Certificate of Appropriateness approved by the City Council on April 6, 2016, that authorized the delisting from the City's Local Register of Historic Sites and Landmarks the Hill-Gibson house and property located at 7003-7007 East Point Douglas Road. 21. The area charges amounting $25,251.08 for the three city utilities for the 1.633- acre parcel must be paid to the City. Passed this 4th day of May 2016. Myron Bailey, Mayor Attest: Joe Fischbach, City Clerk RESOLUTION NO. 2016-XXX A RESOLUTION APPROVING A SITE PLAN REVIEW AND CONDITIONAL USE PERMIT FOR A 184-UNIT SENIOR HOUSING DEVELOPMENT AT 6997 AND 7007 EAST POINT DOUGLAS ROAD SOUTH WHEREAS, BKV Group applied for a site plan review and conditional use permit for a 184- unit senior housing development on property legally described as: Title Commitment File No. 50395, dated September 28, 2015 Parcel 1: Lot 1, Block 2, Frattalone's Southpoint Ridge, according to the plat thereof on file and of record in the Office of the Registrar of Titles in and for Washington County, Minnesota. Torrens Property Torrens Certificate No. 64685 Parcel 2: Lot 2, Block 2, Frattalone's Southpoint Ridge, according to the plat thereof on file and of record in the Office of the Registrar of Titles in and for Washington County, Minnesota. Torrens Property Torrens Certificate No. 64686 Title Commitment File No. 50994, dated February 23, 2016 Parcel 3: Those parts of the Southeast Quarter of Section 7 and the Southwest Quarter of the Southwest Quarter of Section 8, Township 27, Range 21, Washington County, Minnesota, described as: Commencing at a point on the West line of said Southwest Quarter of the Southwest Quarter of Section 8, distant 33.00 feet South of the Northwest corner of said Southwest Quarter of the Southwest Quarter of Section 8; thence on an assumed bearing of North 89 degrees 00 minutes 10 seconds East, along a line parallel with the North line of said Southwest Quarter of the Southwest Quarter of Section 8, a distance of 561.00 feet; thence South 7 degrees 59 minutes 50 seconds East, a distance of 786.72 feet; thence South 66 degrees 00 minutes 10 seconds West, a distance of 214.50 feet; thence South 23 degrees 14 minutes 50 seconds East, a distance of 33.00 feet; thence South 66 degrees 00 minutes 10 seconds West, a distance of 379.50 feet to the point of beginning of the land to be described; thence South 55 degrees 00 minutes 10 seconds West, a distance of 47.91 feet to the most Northerly corner of Parcel 43D, Minnesota Department of Transportation Right of Way Plat No. 82-20 according to the recorded plat thereof; thence North 57 degrees 31 Resolution No. 2016-XXX Page 2 of 6 minutes 02 seconds West, along a Northerly line of Parcels 43U and 43C, said Minnesota Department of Transportation Right of Way Plat No. 82-20 and along a Northerly line of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19, a distance of 241.08 feet to the most Northerly corner of said Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19; thence North 39 degrees 21 minutes 23 seconds East, along the Northeasterly extension of the Northwesterly line of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-19, a distance of 174.55 feet to the East line of said Southeast Quarter of the Southeast Quarter of Section 7; thence North 0 degrees 37 minutes 41 seconds West, along said East line of the Southeast Quarter of the Southeast Quarter of Section 7, a distance of 13.55 feet to a Southwesterly corner of Parcel 43C, Minnesota Department of Transportation Right of Way Plat No. 82-20; thence South 73 degrees 11 minutes 53 seconds East, along a Southwesterly line of said Parcel 43C, Minnesota Department of Transportation Right of Way No. 82-20, a distance of 432.45 feet to its intersection with a line which bears North 66 degrees 00 minutes 10 seconds East from the point of beginning; thence South 66 degrees 00 minutes 10 seconds West, a distance of 308.59 feet to the point of beginning. Except that part platted as Frattlone's Southpoint Ridge. WHEREAS, BKV Group also applied for a zoning amendment to rezone property at 7007 East Point Douglas Road South from B-2, Retail Business, to B-1, Limited Business, with a Planned Development Overlay (PDO) and to change the development on Block 2 in Frattalone's South Point Ridge to replace two office buildings with a senior housing building; and preliminary and final plats for Atkinson Corner; and WHEREAS, public hearing notices were mailed to property owners within 500 feet of the property and a public hearing notice was published in the South Washington County Bulletin; and WHEREAS, the Planning Commission held a public hearing on April 25, 2016; and WHEREAS, a planning staff report, which detailed specific information on the property and the application request was prepared and presented to the Planning Commission 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 unanimously (8-to-0 vote with one abstention) recommended that the City Council approve the zoning amendments, the preliminary plat, the conditional use permit, and site plan review applications, subject to certain conditions. NOW, THEREFORE BE IT RESOLVED, the City Council of the City of Cottage Grove, Washington County, Minnesota, hereby approves the site plan review and conditional use permit for a 184-unit senior housing development to be located on the property legally described above, subject to the following conditions: 1. The Atkinson Corner final plat is approved by the City and recorded at the Washington County Recorder's Office. Resolution No. 2016-XXX Page 3 of 6 2. All applicable permits (i.e.; building, electrical, grading, and mechanical) and a commercial plan review packet must be completed, submitted, and approved by the City prior to the commencement of any construction activities. Detailed construction plans must be reviewed and approved by the Building Official and Fire Marshal. 3. The applicant receives building permits from the City of Cottage Grove prior to construction. 4. Final grading and drainage plans must be submitted to the South Washington Watershed District for review. The final grading plan shall meet the approval of the City Engineer. 5. Irrigation shall be provided for all sodded and mulched landscaped areas. Lawn care and maintenance must extend all the way to the curb of East Point Douglas Road. The irrigation system shall consist of an underground sprinkling system that is designed by a professional irrigation installer to meet the water requirements of the site's specific vegetation. The system shall be detailed on the final landscape plan. 6. Installation of landscaping shall occur in a timely fashion and be consistent with an approved plan. A letter of credit in the amount of 150 percent of the landscape estimate shall be submitted to the City as required by City ordinance. The financial guarantee shall be in effect for one year from the date of installation to ensure the installation, survival, and replacement of the landscaping improvements. 7. Concrete aprons for all private access drives shall be reviewed by the City and constructed per the memorandum from Ryan Burfeind, City Project Engineer, dated April 22, 2016. 8. All site lighting must meet City Code requirements. All light fixtures must be downward directed with cut-offs. The specifications of all light fixtures must be provided with the application for a building permit. The light poles and fixtures shall be consistent in design and color with those at the other properties in the Southpoint Ridge Planned Development Overlay project. 9. Final architectural plans, lighting details, and exterior construction materials and colors must be reviewed and approved by the Community Development Department prior to the issuance of a building permit. 10. The grading and erosion control plan for the site must comply with NPDES II Permit requirements. Erosion control devices must be installed prior to commencement of any grading activity. Erosion control must be performed in accordance with the recommended 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. The applicant shall be responsible for the costs for the City to inspect the site in relation to erosion control conformance. Resolution No. 2016-XXX Page 4 of 6 11. The applicant must provide the City with an as-built survey of all private utilities prior to issuance of certificate of occupancy. 12. All mechanical units shall be screened as required in Title 11�-4 of the City's Zoning Ordinance. 13. All mechanical equipment screening consistent with the principal building architecture must comply with City ordinance regulations and be reviewed and approved by the Community Development Department prior to the issuance of a building permit. 14. Trash enclosures must be constructed of building materials that are consistent with the principal building's exterior materials. 15. The applicant shall be responsible for maintaining the sidewalks and removing snow and/or ice from sidewalks on the site. 16. A bike rack will be required in the final parking design per City policy. 17. Storm sewer pipe must be reinforced concrete pipe (RCP). 18. Retaining walls greater than four feet in height shall be designed by an engineer and submitted to the City Engineer for review and approval. A fence or guard rail along the upper elevation of a four-foot or higher retaining wall must be installed. 19. Decorative fencing not necessary for motor vehicle safety shall be commercial grade ornamental fencing meeting the City's Gateway North design specifications that are similar to a Montage Commercial Majestic 3/4 — Rail Fence design. 20. The applicant is responsible for removing debris from all adjacent public roadways during their grading and construction process. These streets shall be swept clean daily or as needed. 21. A "STOP" sign shall be installed at each exit drive. Each sign shall be ten feet from the roadway edge and two feet from the driveway edge. The bottom of the sign shall be six feet from the ground. The "STOP" sign shall be a 30-inch sized sign having a high intensity face. Said sign shall be mounted on a 6-foot — No. 3 and 8- foot — No. 2 steel post. The applicant may request the City's Public Works Department to install said "STOP" signs, but must reimburse the City for actual costs incurred. 22. The applicant shall install a crosswalk on East Point Douglas Road that connects to the concrete sidewalk on the north/east side of East Point Douglas Road. The developer is responsible for construction any pedestrian ramps required by the City Engineer. 23. The Southpoint Ridge Planned Development Overlay Master Plan (Ord. No. 811) is amended to substitute the two two-story office buildings for a 184-unit affordable Resolution No. 2016-XXX Page 5 of 6 senior rental apartment building as shown on the site plan prepared by BKV Group dated April 8, 2016. 24. A photometric plan showing the calculated candlepower throughout the site showing compliance with the City ordinance is required to be submitted prior to issuance of a building permit. 25. Rubbish, garbage, and recycling containers must be stored within an enclosed structure compliant with City ordinance screening requirements and shall be maintained at all times so as not cause odors or other public nuisances. 26. The applicant must submit a stormwater management plan for the private stormwater sewer and underground stormwater storage facilities. 27. A pre-construction meeting with City staff and the contractor must be held before site work begins. The contractor shall provide the City with a project schedule for the various phases of construction. 28. The $38,000 park fee in lieu of land dedication and $57,670 for tree mitigation must be paid to the City before the City will issue a building permit for this project. 29. One freestanding monument sign is allowed on the project site. The monument sign must not encroach on any public right-of-way and must comply with the City's Sign Ordinance. 30. The developer enters into a development agreement with the City. 31. The planting of new trees within the East Point Douglas Road right-of-way must be space a minimum of 45 feet apart. The developer is required to stake the location of each new tree within the public right-of-way and contact the City Forester for inspection and approval before planting the boulevard trees. 32. The developer must abide by the conditions in the Certificate of Appropriateness approved by the City Council on April 6, 2016, that authorized the delisting from the City's Local Register of Historic Sites and Landmarks the Hill-Gibson house and property located at 7003-7007 East Point Douglas Road. 33. The area charges amounting $25,251.08 for the three city utilities for the 1.633- acre parcel must be paid to the City. Passed this 4th day of May 2016. Myron Bailey, Mayor Attest: Resolution No. 2016-XXX Page 6 of 6 Joe Fischbach, City Clerk G R O U P _ � �� f/�,�� ,-��// Architecture _ - �� - ��;�=� " �� -j = _ Interior Design _ _ ,� ` � _� / / / // - = r � r� , � � _ _ _ _ Landscape Architecture -- -- - - - - � Engineering � _ - � " � � _ - �� 00 0o T T 0� 0 T oo � � � � � � � T 0 r T �� r T T 0 �0 0o T I�� 0 0 0 ❑ _ ❑ ❑ � 0 0 0 � 0 � I �� ❑ ❑❑ �� Boarman �� 00 0o r T 0� 00 T T °° � � � � � � . �� T T �� r o T o � �0 T o 0 0 0 � �� OOS �� ° oo ❑❑ o0 0 � ❑ � ❑❑ � � VOge� 00 00 0 0 00 0o r � T 1 0� r 1 r oo r � �� r T r T r T � � T T r � �� Group � � � 00 00 0 0 T o0 0 0 � � � r 0 r T ❑❑ ❑ r T T 0 �0 �� nC. � 222 North Second Street Minneapolis, MN 55401 Telephone: 612.339.3752 Facsimilie: 612.339.6212 , SOUTH ELEVATION A400 3/64"=1'-0" www. vgroup. com EOE CONSULTANTS �� -- � � �_ �� —��—�— � — � � --�� i � �� '� � — �� — � =_ � � � � � �0-' -� �� I �� - � �^ � �- � � 0 �� r r r � r r �� 0 . ❑ 0 0 � ❑ ❑ ❑ ❑ ❑ ❑ 0 �� 0 1 0 1 0 T �� ❑� � '' � 0 0 �� ❑ ❑ ❑ �� ❑� ❑ ❑ ❑ �� 0 r � PROJECT TITLE � � � T r r � � � ' � � � ❑o o ' � COTTAG E G ROVE — SENIOR APARTM E NTS KEY PLAN 25 WEST ELEVATION A400 3/64"=1'-0" i i i i i i i i i i i i ------------+------------ i � i i i i i i i i i i ISSUE # DATE DESCRIPTION — � � /� � , � �� i _ /_ � i � 4� � � �� / � _ — � �� /i � _ _ . '��j�= �'/ ,,�`� / � / � — , � � � �;� � —� � : �- — - , — � - - - — �� _.._. ` �� oo r 0 T 00 r 0 °° 0 T � � � � � � �� u � ❑❑ ❑ � �� 0 T r T 1 T 0 T 00 00 0� � � ❑ � ❑ � ❑ ❑ ❑❑ �❑ � � � � � � ❑ ❑❑ o❑ ❑❑ ❑ . � � � �� 0o T 0� T T °° TOT � � � � �� T r � � � r 0 r T ; �� o0 0� J �� ❑ ❑❑ ❑❑ ❑❑ ❑ ❑❑ � � � � � ❑❑ ❑ _ ❑ ❑ ❑ ❑❑ � �� oo � r 1 00 0 � oo T (`� T r r T T T T r r 0 0 00 00 � � V ❑ o � � � � - � 00 0 � ❑�� oo T T �� T r T 1 T r T T T T � � � 0 � ❑ ❑ ❑ ❑ ❑❑❑ o o ❑m❑❑ � � � � � ,V ' � � � 49 NORTH ELEVATION A400 3/64"=1'-0" CERTIFICATION I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota � - -� �� ---�_��_�� .. � � - �� =�� - - !� � �� _ � � --� � �— � � � � . - � � = - - � �� — �� — ! _ _ License Number Date DAT E 04/29/2016 � T �� T T T T T T T T � �� ❑ ❑ � ❑ ❑ � ❑ �� 0 0 DRAW N BY Author � _ � � - ` - 0 QQ 00 � CHECKED BY Checker ; �� ❑ � ❑ ❑ � ❑❑❑❑ COMMISSION NUMBER TEST o r T r T r T r T � T r SHEET TITLE C� — � r � � � T o o T o o T T � � � � 0 � o0 � o _ � r � � � TT TT TT TT � � o � � 0� ° o ° ° � 0� 00 0 00 ; � _ o N E PT L " ELEVATIONS � � a� o � U M � � SHEET NUMBER � . . , � M � �3 EAST ELEVATION � � A400 3/64"=1'-0" O N � � M N a � O 2016 BKV Group, Inc. 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